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HomeMy WebLinkAboutPermit D97-0305 - UNION TANK WORKS - WALLS AND ROOFCity of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signatu WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Print Name:_ 334740 -1330 12065 44 PL S ACOM DEVPERM LDR II -N 001 North: TUKWILA Contractor License No: DEVELOPMENT PERMIT KR315E 102304 .0 South: .0 Sewer: SEPTIC Slopes: N CHGBUSI1248H Permit Center Authorized Signature: ° ` (206) 431 -3670 Permit No: Status: Issued: Expires: D97 -0305 ISSUED 10/08/1997 04/06/1998 Occupancy: WAREHOUSE UBC: 1994 Fire Protection: NONE East: .0 West: .0 Streams: OCCUPANT UNION TANK WORKS 12065 44 PL S, TUKWILA, WA 98168 OWNER UNION TANK WORKS INC Phone: (206)762 -5500 PO BOX 53186, BELLEVUE WA 98015 CONTACT DAVID KEHLE ARCHITECT Phone: 206 433 -8997 12720 GATEWAY DRIVE *116, SEATTLE, WA 98168 CONTRACTOR C H G BUILDING SYSTEMS INC. Phone: 206 255 -5747 P.O. BOX 78448, SEATTLE, WA 98178 **************************************************** ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: REBUILD WALLS AND ROOF OF END EXISTING SHOP - 30'. ***************************************************** * * * * * * * * * * * * * * * * * *** * * * * * * * * ** Construction Valuation: $ 22,800.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 540.34 **************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the perf rmance of work. I am authorized to sign for and obtain this developme►y�► rmit. 1u/ thud) Date: I6 - •g-q 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 1s suspended or abandoned for a period of 180 days from the last inspection. dth 12065 44 :'PL S Fer m i t ; No: D97 -0305 ;Su i t + Tenant tatus ISSUED, Type DEVPERM Applied 09/1241997 Farce1'# 334740 I330 : Issued: 10108/1997 k ri rk k k k. A ;k * * •k: y& *k * •k k •k 'k •k k * k ° •k •k •k * * * k * * * * * •k: *; •k * k •k : k k * .k. At * k •k * •k :* * •k * * 'k ,k •k •k •k •k * .k .* A * h k * b k'* k :tr Permit �ondit;iin,: is changes' : wi ll be made to the p.l and 'un 1 ess = approved by ‘ the-'_ r. trc h.1 te .o Engineer an the ili wy l,a Bui 1ding Di'vis:i , cn. 1I1 per m1ts . ds an`d `rvapproved p1rns'.shal l; be ►vai1 et. the • j;p.b ^kite pricir to the st rt of,ti:any con ruct=ion These documents are ::to be maintained and avai 1 -. ihla until: fanal` insp,ectison approjaif:i, g,ran,ted then specialfi {i.nspecti,onrs're'gr'i °t eci ei the�� the ownr �, e ir'chitect of ..en "eer `'shal1: notlfv the Tu`F�w 1a Bul iding,w ; vi51. :orr dt`J'appoint ent the ; ir 3pectlot, agefi ca�es, pri yto: :h,e fIrs�t�rh'ui1dtng�-'inspoctigrr Copies 'of . .a1,1 spe nsp6ct on' reports shall be scihnii tted to 'the �Bui l�d.ing rtvls in a timely manner. Repor is sha :i l contain address pro jec t °name` nuniher }and :type of inspection be ng :Part Ore d �; ?The fsp ec. i " "ai inspector tha 1 1 suibmi t au'.t.ina 1 signed. 'report stating whepher~ the wort r equ i ring ',S pec,i a 1 i nspect Von Ides' ta' ;tFh',e.. best of =`the . fnspec tor s:. F;nowl edge, : i.n ; confor wander with p1,ans - anti" spe :caif datjor s.,.and the app i'cable w,o;rntiansh,i:l}::.pro'v i ~ions` :_o.f . t :lie UBC ; . Ai l' construction, to '`d ` beone, ,i'n conformance with approved y • ,ys plensr and` re.quireme.nts 'ot th Uniform Building Cade (1994 Ed ittion) asaniende'd�.` Un,ifotirit Mechanical Cede t1994 Edition)' and V shingtom State Energy Code (.4994: Edition) : ;'. Val 1dtty ,oV'Permit. The issuance of a p "ermit`or appr.o,v,at'o• .planst :speejf.icatians; and conIpLltations shall not he .,can- s trued .to <�b.e . a permit, fer, or an approval of; ' :ol�ati on, Yt kt th at_ any,,ro-f ,e, pr o s i ons of 'the foul d i,ng code or, H of any other o'r dlnande of -the .7ur.isdict Ion :"' No, perFmtt ry `presuming ti give .' ` to or cancel the'`pr, v,.is'i of thiS.: code shalCte va!l i d. ; j All structural concrete sh a•l:;l be .apec:lal` inspected t'UBC - 13ec. 306 a);].+ ` All structural .wel sha11,` be ;done-t.by. W.A.B.O. cer t'ified welders and special inspected tUBC. Sec. 30Ei(a)5) Project Name/Tenant: —ri 10.71, Value of Construction: Site Address: !� t State Zi 3U(p.5 - �-4 ( - P1 ._), Tv1!u.�(.Pa CiA ��'�G��' Tax P ar el Number: )--� 3.3�1 ).?5 - D7 Property Owner: f,Cnjr)L Tai, �. ;- 4 Phone• L'U - 45 - ,5_5.4„6„ Street Address: Ci y State /Zip: Fax #: 06 % - L5z)_ 5SL4 7 1 (p.� - 440 P1 .� 1!1u a WA q9j(� Contractor: -� C H 4- ►3U11 (1I r1G 3).5 ni Phone: ,.Ao(n - .. .5'5 - 5 Street Addre ss• 1� / / J n ion, fC^ity S�/t�/atte /Zip {: f (r l) \l\J j tit 44 ii L' I.l Ivr ,:J/l. /V l). Z. J Fax #: /' _ ,, c9, &Cp 77� ll, J -9 Architect: f111-ta I, L ? e l1.Li A Inch(I?( Phone „..: oil", - C� `feg1 Street Address: City Sta a /Zip: 0 f i kc.dCL( ' . l /aLl (a.t.t .Li c7,si(, Fax #: , �( 6 ' n - L r /I ko vi Engineer: J { ct._JU�ti'1 1- c6c_h €•I d �' yr P, E . Phone: cA ��(r% - - C.,/ o�(ti Street Address: + Cty State /Zi: P, D, C'z-x 4k; iZLn�t~x r /)4 i . �tili. p Fax #: (9)1)/0 - ,2 . c - q 1 i S Contact Person: r !� -- Veit 1 i i___ - Phone: , ()/p - 457'.3 - ciq -7 Street Address: � C State / i ; 12 720 (:- 1e&t ,, Dr *1!tr / 7 Ct C /jrk` Fax : F # b - 4L, °- g. , , , A,9 Description of work to be done: / PebvlId VJa 1'-) 4 /? z C End E)(1 i-rnc) 5hop Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ 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? ❑ yes A rno If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Pi, no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 'none ❑ other (specify) Building Square Feet: ' 0 - 1,' existing Area of Construction: (sq. ft.) ,_ t C ;C)C, Will there be storage of flammable /combustible hazardous material in the building? ❑ yes F, no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKCIILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW: OF THE.FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once, Date application accepted: q- (a- Ri Date application expires: - q) Application talc aQ by: (initials) PLEASE SIGN BACK OF APPLICATION FORM CTPLRMIr.DOC 1/29/97 BUILDING 0 NER • A IR ED AGENT: Signature: Date: :5 12f.) 4 , i 2 ` j q j / Print name: l Phone: �.�y� �) Fa c/ Address ) 2 12 �� (.':.)al ee c% GI < -f f l k-4 .4� / /�l Cit /State /Zip 1/4/501-67 � (i))4 7 Cj�1(,�� ALL COMMERCIAUMULTI-FilkLY TENANT IMPROVEMENT /AL •ATION PERMIT APPLICATIONS MUM' BE SUBMITTED WITH THE FOLL • WING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ El Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ El Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR HE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1 /29/97 ACTIVITY NUMBER D97 -0305 PROJECT NAME UNION TANK WORKS DEPARTMENT: r *G DIMS O FIRE PREVENTION PLANNING DIVISION = LIC WORKS STRUCTURAL COORDINATOR Iv ' 11J' - I I 1 J DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 9/16/97 NOT COMPLETE NOT NOT APPLICABLE 0 COMPLETE COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: C:ROUTE -F 9rvv* Coathir Copy PLAN REVIEW / ROUTING SLIP TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED IJ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE DATE REVIEWERS INITIAL DATE DATE 9/12/97 DUE DATE 9/30/97 APPROVED n APPROVED W/ CONDITIONS fl. NOT APPROVED (attach comments) 0 1 DUE DATE APPROVED I I APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 (Certification of occupancy required. . • . ' - ....;;;741k.suifeaiiiiainvoramsz • .„ . . December 20, 1999 David Kehle 12720 Gateway Drive, #116 Seattle, WA 98168 City of Tukwila John W. Rants, Mayor Department of Community Development St eve Lancaster, Director RE: Permit Status D97-0308 12065 — 44 Place S Dear Mr. Kehle: In reviewing our current permit files, it appears that your permit for rebuilding of walls and roof issued on October 8, 1997 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, Brenda Holt Permit Coordinator Xc: Permit File No. D97-0308 Duane Griffin, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 41-3665 32.3: kfs,4 * * *d4k7 .*h k* :•.,C *,4y4kt4 h 4** kA . A 4 * *AA *kA**,A*A * *kkA*k CIT OF ; } 1U KW1LA. WA '" TRANSMT•T ::k k4*"*kt *k,4 ' . k 4*`. ka4.. * 'i k* Sk* *AkA* k ** k *A*•kA *•A•k:k,l.*:kfir:fc.A*•%+, TRAIN P UTF INumt,er 89100655 q Amunt, X2 r �10✓0 ., 5a' a'+raent rMethod: GNFCI( 'I Notafi ion: DAVIID I(LNLE Init: (OP' :'Pgrm.7t N`o D97 03.05 ype: DEV.PERIl DEUEI.OPMEt4T PER iI f: P ;reel Na, • ;3347.4.0,- ,1330 • to Addr�s's: 20i 5` 4�t `PL , 'fetal. I e c Y . .J:4 0,. 34 Tat al ALL Pints 540:3.4 8 al ance, .00 kIt*it'ii *;* * *A A *' itkt1 *;*i *, 1, k A•}' 01*: A lr•.4 11 4•*•* i∎ IIk* IA il t\ Ai. k •k•+r **k*o0+3 k.*AA••A•ky4it. '. Account :Code;, Dcnc,r^.,i pt:i on :.Amaun.t .. :,. ;.0 .. ...B(JILDTNG, , NCNB E3 324.`75: .. 00O!38b..904 5 I3U.I `SUI2CI1ARGL.: 4.50. , ..• •••.. • • • ' • , , TRANSMIT IT ...:clre,,.. KWIL:Aq':*itv.. o ..::.;:. „ . , .:I , r;..F:.... , ........:.;::......:::.: „ _:,:f'',. , = .; ,....,,- 1 ' ic oi. .—i... * * ** . ..irvir* **: ili * ** * * 1....*1(**'*%,—e* 4 ' . .%44444c 4( 4r 44 iii TRANSMIT Number . 7(ii:i ; :"Anio.unt::. - .1 §t...2-ia..,:: ... , • . g..Y, Tneni....'.11ethOd': , '..,,'CliEGK:.:. Notati on : - DAVID :: KEHLE :., ARCH :. . '; t :', ' SM',...:.:; „ • Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION. NO. CITY OF TUKWILA BUILDING DIVISION 6300 , Southcenter Blvd., #100; Tukwila, WA 98188 Project: Address] 2 Q CA' fi , r PL- Special instructions: : J VI '. -* - 4/1 (6 6 TofInl pect0 QA Date called: scesrrr g43 Date wanted: V ic/ Requester: af e\4(4 Phone No.: 2S 5-711' Corrections required prior to approval. PERMIT NO. (206) 431 -3670 tr� // 21 Date: $42.O "REINSPECT! FEE REQUIRED"-Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 109: Call to schedule reinspection. Inspector: Receipt No.: Date: { - INSPECTION RECORD ~ Retain a copy with permit's. INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., ,#100; Tukwila, WA 98188 Project: Address: /2 O6 � Special i Type of.inspection: RMIT NO. (206 " 31 -3670 Phone No : 4 — 2S - /7V7 Approved per applicable codes. Corrections required prior to approval. 1 1 Inspector: Date: flr $42.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: SPECIMEN NUMBER TEST DATE FIELD CURE AGE (DAYS) SIZE (IN) AREA (SQ.IN.) WEIGHT MAX LOAD (LBS) STRENGTH (PSI) 1 -1 9 -11 -98 28 6x12 28.33 28.6411 1070,810 3810* JOB NUMBER: 98 -326 CONCRETE REPORT PROJECT: Union Tank Works CLIENT: CHG ADDRESS: 12065 44 Place South, Tukwila ADDRESS: DATE: 14 August 1998 Inspected and approved the resteel and placement of 2 in the following areas: footings at grid lines 1.31A, 1.7 /A. Resteel is grade 60 , as specified, from Salmon Bay Batch weights per cubic yard Concrete was placed via chute and it was vibrated internally. Mix Number: Admixtures: Ambient Temp (Each Set): Weather: Sunny Date Samples Received: 8 -17 -98 COMMENTS: No batch weights supplied, field mixed ofrportable batch plant. TEST RESULTS 71 INSPECTOR: R. Bowersock 'Low. Remaining cy linder being held for 56-day break. Contractor notified he will notify Engineer. OTC -J ROSENAU & ASS6CIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 • Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory REPORT NUMBER: 001 PERMIT NUMBER: D9 =0305 Concrete Temp (Each Set): 79 cubic yards sack, 4000 psi concrete from ; Best Way';• # type cement # sand # agg., # agg., # agg. # fly ash # water Cast specimens #: 1 1 -2 at 2 cubic yards with a 3 '''A" slump. Truck #: Del. ticket #: - Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: TESTED IN GENERAL ACCORDANCE TO ASTM C39 ASTM C78 ASTM C109/109M COMPRESSIVE FLEXURAL x x REVIEWED BY f-7/ i' // 7/- G'2p --e--r-re i 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. OWNER x CONTRACTOR ARCHITECT x BUILDING DEPT x ENGINEER JOB NUMBER: 98 -326 CONCRETE REPORT PROJECT: Union Tank Works CLIENT: CHG ADDRESS: 12065 44 Place South, Tukwila ADDRESS: DATE: 14 August 1998 Inspected and approved the resteel and placement of 2 in the following areas: footings at grid lines 1.31A, 1.7 /A. Resteel is grade 60 , as specified, from Salmon Bay Batch weights per cubic yard Concrete was placed via chute and it was vibrated internally. Mix Number: Admixtures: Ambient Temp (Each Set): Weather: Sunny Date Samples Received: 8 -17 -98 COMMENTS: No batch weights supplied, field mixed ofrportable batch plant. TEST RESULTS 71 INSPECTOR: R. Bowersock 'Low. Remaining cy linder being held for 56-day break. Contractor notified he will notify Engineer. OTC -J ROSENAU & ASS6CIATES INC. Construction Inspection & Material Testing 6747 M.L. King Way South, Seattle, Washington 98118.3216 • Tel:(206) 725.4600 • Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory REPORT NUMBER: 001 PERMIT NUMBER: D9 =0305 Concrete Temp (Each Set): 79 cubic yards sack, 4000 psi concrete from ; Best Way';• # type cement # sand # agg., # agg., # agg. # fly ash # water Cast specimens #: 1 1 -2 at 2 cubic yards with a 3 '''A" slump. Truck #: Del. ticket #: - Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: Cast specimens #: at cubic yards with a slump. Truck #: Del. ticket #: TESTED IN GENERAL ACCORDANCE TO ASTM C39 ASTM C78 ASTM C109/109M COMPRESSIVE FLEXURAL x x REVIEWED BY f-7/ i' // 7/- G'2p --e--r-re i 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. SEAT? E -KING COUNTY DEPARTMENT OF PUr" 'C HEALTH T rO, LA C _ ENVIRONMENTAL HEALTH SERVICL Activitlumber • Toial Fee: $125.00 APPLICATION FOR HEALTH DEPARTMENT APPROVAL OF BUILDING PERMIT Submit application, route map, building permit plot plans, and other required documents in triplicate. The following must be completed and the fee must accompany this application: Note: If the property is located in unincorporated King County, make direct application to the King County Building and Land Development Division (B.A.L.D.). Propertied in incorporated cities apply to local building departments. PROPERTY INFORMATION ❑ House /structure is served by an on -site sewage (septic) system Distance to the nearest public sewer ," �/� - Address of property / ?0005 - '� 1 �/J PI QL- 5 . TUK(Amlek WP. • Parcel Number (Tax Lot Account #) /J 8s474o- /as0- 07 Applicant's name :David $€ te. J 'Arc 4r t- • Day Phone c.*01.0 - 43.3-899 Applicant's mailing address _ia2 W 6! :W .bY. TU/ 4MiGt- I (,JA q $ I LD 2 Owner's name ) CrA- TUa1 k V iOrkS -t/1C- Ur*f ��u Day Phone, a0 - 45 - 55 (go Age of House* Number of existing bedrooms —^ Existing square footage of house Are additional bedrooms .being constructed or created? Description of proposed changes /remodeling (attach plot plans, showing existing structure, remodeling and septic system): Tebv,Ido) rood 04 enot o ahn9 oop -30/ d 4-0 S�v (Lai j New square footage after construction SEWAGE SYSTEM INFORMATION Approximate dates septic tank was pumped (attached receipts) Fab. 9 1 el 91a Additions or major landscape changes since house was constructed (examples: add family room, bedrooms, garage, patio, deck, pool, etc.; major fills excavations done in landscaping): M fic Additions or repairs to sewage system (give date and describe briefly) NCR Other information which would be helpful in ev IIuating the sewage system (ex. drainfield easements, covenants, etc.): WA SUPPLY INFORMATION Public system ( 2 or more connections) . FOR EA DE i ENTT,-\ USE ONLY { - 4 426ECFPROVEO BY: '_ / � � ❑ DISAPPROVED BY: Comments /Conditions: El Private (well, spring, etc.) Attach copies of chemical /bacteriological sample rep rts.n t s , \?1/4-, RECEnterived AUG 11 1997 AL DER SQUARE Any person aggrieved by any decision or final order of the Health Officer may make written application for appeal to the King County Board of Sewage Review if done so within 60 days of the above decision. Memo Also attached is a sketch of the two septic systems. Let me know if I can be of further assistance. To: David Kehle From: William L. O'Connell, 3rd I CC: Date: July 29, 1997 Subject . ROOF COLLAPSE REPAIR — Tukwilla Building Permit Reference: Septic Tank Location & Service Maintenance As we have discussed, the Union Tank Facility has two septic systems. One is associated with the two story Office Building, and the second is located between Buildings 2 and 3, and services the Shop Lunch Room in Building 3. The office system was in place and operating effectively when Union Tank purchased the property in 1957. The location of the drain field is unknown. To my best recollection, the second system (Lunch Room) was installed in the early seventies. The drain field on the Lunch Room system runs between and parallel to Bldgs. 2 & 3. Both systems have been serviced and maintained regularly by Burien Septic Tank Service for the last (20) years. Attached is the most current Burien Septic bill dated February 9, 1997, for the Office. The last time the Lunch Room system was pumped and serviced was May 16, 1995. Four months after the Lunch Room system was pumped and serviced the tenant vacated the buildings and system went under a "limited - to no use" criteria.' Union Tank Works, Inc. P.O. Box 53186 Bellevue WA 98015 -3186 (425) 450 -5566 (Fax) 450-5560 URIEN SEPTIC TANK SERVICE 419 S. 140th Seattle, WA 98168 243-3130 (Toe ,9T e>/xe'LE /2- kjilfi4 0 .e? PAYMENT DUE UPON RECEIPT OF THIS BILL Vh% per month 18% per year Finance charge will be added to unpaid balance at the next billing date. In case sult or action Is instituted to collect this bill Ihve promise to pay such additional sum as the Court may judge reasonable Attorney's fees In such suit or action. Signed :.• • • t i 1__ .1 s ",,,Amerzi wI r we tiv = etrzoona .ccijnyedrotkommurawkinenzotar ,,, iti , . ‘S■ IMP 1*. Iv- Ote. •3 3 ■11111 ' ' • ! , • 14(1 2EEkl • , RECEIVED • MAR 03 1991 • COMMUNITY DEVELOPMENT ; or 1" Structural Calculations Roof and End Wall Storm Damage Repair Union Tank Works, Tukwila, Washington provided by Loscheider Engineering Company Section 1. Description of Repairs 2. Wind Loads 3. Purlin Design 4. End Wall Framing 5.. End Wall Girts 6. Wind Column Footings 7. Building Product Data \ ENGINEER'S SCOPE OF WORK: Structural engineering only, for the new structures shown on the structural drawings only, in accordance with the structural general notes. No warranty is made regarding the design or condition of any existing construction. No warranty is made regarding the durability, functionality, or safety of the overall building system. The engineering and construction details shown in these documents have been created for sole use by Union Tank Works on this project only. All other use is prohibited without prior written authorization from John V. Loscheider, P.E. Copyright @ 1997 by John V. Loscheider. All rights reserved. From Page 1,I 2.► 3.� 44 5.► To Page '1. t 1,4- EXPIRES 7/20/9$ 1 RECEIVED CITY OF TUKWILA SEP 1 21997 PERMIT CENTER c w.c. w, / - 2 -"- + Z SQsF S _ 2S PS . 3� �x : g 3o Qs� _ , I wo �k 4 s . I. S 1 &I-g• 1S 7 W( Lwv 1 vL I1 ) , f C 3 '-0 ‘4.6%%-e 0 2 9S k-A. = cap g L , L )A, Z 1, ( (Lo) Z 7 ( 2'57S ' 6- k da tvtsts vertivs io J1/L 2-11 -17 ( e P' 0.4 sip SO .5pot",.. • `PSI4 -P tZ , 2 S y s 5.07 GI Z ruservt- ti GIL% c v` .&. 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S ( r MO A B 16 14 0.060 0.075 16 0.060 .5735 15708 ^ .7917 1.6202 1.1117 s .5008 1.3630 1.0137 4 2.25 14 0.075 3402 1.9425 .9572 1.6126 1.3906 .6285 13644 12591 6 2.25 16 14 0.060 0.075 .6935 .8902 4.0170 4.9900 12364 1.6392 23647 23587 1.1117 1.3906 .5008 .6285 12440 12451 15776 1.9648 9.6526 23654 16 0.060 .8135 7.8967 1.8360 3.0690 1.1117 0.105 1.1515 2.1414 8 2.25 14 0.075 1.0402 9.8315 2.4238 3.0644 1.3906 .8606 1.1525 2.6705 .9861 12 0.105 1.4626 13.6001 3.4000 3.0494 1.9477 10.8302 12.9219 1.1540 3.7187 1.2288 1.4703 .6490 .7805 16 0.060 .8374 8.7631 0.105 3.1232 1.7734 .6520 2.9220 8 2.75 14 13 0.075 0.090 1.0651 1.3093 11.0091 13.1362 .1.5 iV Cf 3.1325 3.1251 22188 2.6648 .8180 .9851 1.4601 3.6445 4.3636 12333 8 12 0.105 1.5676 15.2362 12.0067 3.1176 3.1093 1.1527 5.0769 16 0.060 .8535 9.4734 1 .8908 3.1440 2.6517 12301 3.8218 8 3.25 14 0.075 1.1093 11.9972 2.5282 3.1659 3.3179 N 8 01 4.7672 14 13 s e o 12 0.105 15869 16.8767 3.7435 3.1761 4.6570 6.6475 1.5750 16 0.060 .8451 10.4570 2.0750 3.4117 1.1117 1.1124 2.4233 9 2.25 14 0.075 11152 13.0186 2.8541 3.4064 1.3906 14 1.1133 3.0233 165491 32485 13 0.090 1.3451 15.5411 3.4536 3.3991 1.6698 1.6810 1.1142 3.6209 3.6969 1.1423 12 0.105 15676 18.0335 4.0074 33918 1.9477 1.1147 42137 .8459 12042 16 0.060 .8673 13.4717 22929 3.7492 1.1117 3.8559 2.7314 2.7052 10 2.25 14 0.075 1.1902 16.7667 3.3096 3.7427 1.3906 .8625 1.1979 3.3761 .7993 .7961 12 0.105 1.6730 232581 4.6516 3.7286 1.9510 4.7136 10 3 25 14 12 0.075 0.105 12310 1.7962 202938 28.3911 3.3389 5.0720 3.8816 3.8834 3.3179 4.6510 1.0328 1.4546 15695 1.5718 6.0149 8.3924 12 2.25 14 12 0.075 0.105 12757 1.8826 26.0959 362465 4.0259 6.0411 4.4016 4.3879 1.3906 1.9477 .6285 .8863 1.0161 1.0172 4.0818 5.6985 Section Properties Mu (in inches) Osage t (Is.) UnCITVO w A (In.') X -X Ails Y -Y Axle 1 (he) 5 (111-') r (O 1 (In.') 5 (in.') r (in.) A 8 4 2.5 16 14 0.060 0.075 .5751 .7406 1.5672 1.8593 .6922 .9095 1.5849 1 5746 .4821 .5983 .3621 .4525 .8964 .8932 6 2 5 16 14 0.060 0.075 .6951 .8906 3.9147 4.8560 12067 15846 23317 23229 .5611 .6974 .3792 .4742 .8827 .8803 16 0.060 .8151 7.7599 1.8059 3.0394 .6175 .3895 .8573 8 2.5 14 0.075 1.0406 9.6526 23654 3.0320 .7681 .4872 .8553 12 0.105 1,4700 13.3501 3.3375 3.0136 1.0648 .6829 .8511 16 0.060 .8606 85893 .9861 .5183 1.0467 8 2.75 14 13 0.075 0.090 1.1001 1.3495 10.8302 12.9219 N� 11 ri 1.2288 1.4703 .6490 .7805 1.0451 1.0436 12 0.105 1.5750 14.9863 1.7093 .9118 1.0418 16 0.060 .8917 9.3305 3.1175 1.4601 12333 8 3.25 14 0.075 1.1435 12.0067 N 3.1632 1.8214 1.2320 12 0.105 1.6637 16.6309 3.1454 2.5437 12301 16 .8471 103031 2.0470 3.3834 .6400 .3932 .8433 9 225 14 13 s e o 1.1156 1.3501 12.8196 153051 2.7942 3.4011 33757 3.3670 .7964 .9517 .4919 .5910 .8414 .8396 12 1.5750 17.7611 3.9469 3.3581 1.1047 .6897 .8375 16 0.060 .8694 132989 ' 22659 3.7219 .6597 .3963 10 2.25 14 0.075 1.1906 165491 32485 3.7137 .8212 .4959 12 0.105 1.6810 22.9749 45950 3.6969 1.1423 .6974 10 3 25 14 0.075 12879 202399 3.8721 1.9575 .8459 12042 12 0.105 1 .8712 28.0998 55115 3.8559 2.7314 1.1902 12022 12 2 2g 14 12 0.075 0.105 12741 1.8900 25.8456 35.9288 3.9566 5.9881 43755 43601 .8625 1.1979 .5020 .7042 .7993 .7961 , Yrks nt4itl kGnuxaxo��.v c relopyl C & Z TRUCTURAL Z SECTION 1 - I Zincalumea is a registered trademark of BHP Steel (JLA) Pty Ltd C SECTION A Notes: ❑ Materials conform to ASTM A -924/A -792 (formerly ASTM A -792) Grade 50 (fy -55 ksi minimum) with G60 galvanized coating, or ASTM A -570 Grade 50 (fy -55 ksi minimum) bare or red oxide coating. ❑ Values based on the American Iron and Steel Institute (AISI) "Specification for the Design of Cold- Formed Steel Structural Members" (1986 edition, with 1989 Addendum). ❑ lx -x pertains to deflection determination. ❑ Sx -x pertains to stress determination. ❑ Y -Y axis properties are for the full un- reduced section. • BHP 0 BHP Steel Building Products USA Inc. May 1995 Printed in USA Revision 5M (PS201) BHP Steel Building Products USA Inc. I 2 1/2" Corrugated Section Properties Wt. S+ 1+ S- 1- Gauge (lbs/ft (in' /ft) (in' /ft) (in (in 30 0.51 .0157 .0040 .0157 .0040 29 0.58 .0180 .0045 .0180 .0045 26 0.79 .0243 .0063 .0243 .0063 24 1.02 .0310 .0076 .0310 .0076 22 1.30 .0396 .0098 .0396 .0098 ,......,:w.<... war..«»., .».A...,.�.eww.»..u..«..tws+. Featuring °"P Zincalume° Twice the Life! 2(1/2,, CORRUGATED ❑ Custom lengths available. ❑ Simple to install. ❑ Complementary trim and accessories readily available. ❑ Available in attractive colors or bare Zincalume ®• ❑ 26" gross width panel yields 24" net coverage for wall applications and 21 1/3" net coverage for roof applications. ❑ 27 1/2" gross width panel (available in California) yields 24" net coverage for roof applications. �-- 26 or 27 1 /2" gross width -► 1/ 1 1/3 "I I 22/3 � BHP BHP Steel Building Products USA Inc. Sacramento - 800-726-2727, 916-372-6851 FAX 916-372-7606 Los Angeles - 800. 272.2466, 909.8234401 FAX 909-823-2625 Phoenix - 800. 551.2062, 602 - 598.1200 FAX 602. 598.1219 Tacoma - 800-733-4955, 206-383-4955 FAX 206-272-0791 Salem • 800. 336.1509, 503.390.7174 FAX 503.390.7443 Spokane . 800-776-8771, 509-535-0600 FAX 509-535-1346 Anchorage -800- 478. 2727,907- 349.2727 FAX 907. 344.7095 2 1/2" CORRUGATED ALLOWABLE SPAN (Ft -In) Gauge Span Condition Loads (PSF) 2-0 10 20 25 30 40 50 f SS f 6-1 4-4 3.10 3 -6 3 -0 2-8 43 12 1/180 3 -3 2-7 2-4 2 -3 2-0 1.10 30 DS f 6 -1 4-4 3-10 3 -6 3 -0 2-8 13 6 11180 4-4 3 -5 3 -2 3 -0 2 -9 2-6 17 TS f 6 -7 4-8 4 -2 3-9 3 -3 2 -11 3 1/180 4-0 3.2 2 -11 2 -9 2-6 2-4 SS f 6 -6 4 -7 4 -1 3 -9 3 -3 2 -11 DS f 1/180 3-4 2 -8 2-6 2-4 2 -1 1 -11 29 DS f 6-6 4 -7 4 -1 3 -9 3 -3 2 -11 126 56 11180 4 -6 3-7 3-4 3 -1 2 -10 2 -7 27 TS f 7 -1 5-0 4 -5 4 -1 3-6 3-2 36 23 1/180 4 -2 3-4 3 -1 2 -10 2 -7 2-5 4 SS f 7 -7 5-4 4 -9 4.4 3 -9 3-4 16 11180 3 -9 3-0 2-9 2 -7 2-4 2 -2 26 DS f 7-7 5.4 4-9 4.4 3 -9 3-4 1/180 11180 5 -1 4-0 3 -9 3 -6 3 -2 2-11 f TS f 8-3 5 -10 5-2 4-9 4 -1 - 1 c•PO M C'S 83 24 1/180 4-8 3-8 3 -5 3 -3 2 -11 134 SS f 7-4 5 -2 4 -7 4 -2 3-8 3 -3 59 24 11180 4-0 3-2 2-11 2 -9 2-6 2-4 24 DS f 7-4 5 -2 4 -7 4-2 3-8 3-3 10 5 1/180 5-5 4 -3 3-11 3-9 3-5 3.2 19 TS f 7 -11 5 -7 5 -0 4 -6 3 -11 3-6 22 DS 1/180 5-0 3-11 3-8 3 -5 3.1 2-11 SS f 8-3 5 -10 5 -2 4-9 4 -1 3-8 f 201 1/180 4-4 3-5 3 -2 3-0 2 -9 2-6 22 DS f 8 -3 5 -10 5-2 4 -9 4 -1 3-8 1/180 5-10 4-8 4-4 4 -1 3-8 3 -5 TS f 8-11 6-4 5-8 5 -2 4 -5 4-0 1/180 5-5 4-3 4-0 3 -9 3-5 3 -2 2 1/2" CORRUGATED ALLOWABLE LOAD (Lbs/Ft Gauge Span Condition Spans (Ft/ln) 2-0 3 -0 4-0 5-0 6-0 SS f 94 41 23 15 10 1/180 43 12 5 2 1 30 DS f 94 41 23 15 10 1/180 105 31 13 6 3 TS f 109 48 27 17 12 1/180 82 24 10 5 3 SS f 108 48 I 27 17 12 1/180 49 14 6 3 1 29 DS f 108 48 27 17 12 1/180 118 35 14 7 4 TS f 126 56 31 20 14 1/180 92 27 11 5 3 SS f 145 64 36 23 16 [/180 68 20 8 4 2 26 DS f 145 64 36 23 16 1/180 165 49 20 10 6 TS f 170 75 42 27 18 1/180 129 38 16 8 4 SS f 134 59 33 21 14 1/180 83 24 10 5 3 24 DS f 134 59 33 21 14 U180 199 59 24 12 7 TS f 157 69 39 25 17 11180 156 46 19 10 5 SS f 172 76 43 27 19 1/180 107 31 13 6 3 22 DS f 172 76 43 27 19 1/180 257 76 32 16 9 TS f 201 89 50 32 22 1/180 202 59 25 12 7 • 11 2k,2tt CORRUGATED Notes: ❑ Steel conforms to ASTM A792 Grade 80 for 26 through 30 gauge and ASTM A792 Grade 40 for 22 and 24 gauge. ❑ For wind loading, multiply allowable load values (based on 0 by 1.33 or allowable span values by 1.15. ❑ Values based on the American Iron and Steel Institute (AMSI) "Specifications for the Design of Cold - Rolled Steel Structural Members" (1986 edition, with 1989 Addendum). ❑ Span/Load combinations to the right of the bold line apply to walls only. Loading Table Legend ( — Load limited by flexural bending stress L —Span Uxxx —Load limited by deflection SS— Single span T f-- L —0 1 T Support TYP DS— Double span t — L — ' t TS —Triple span T t- L T -- L T L -* T Zincalume' is a registered trademark of BHP Steel (JLA) Pty Ltd 1 BHP © BHP Steel Building Products USA Inc. November 1994 Printed in USA Revision 10M (PS160) BHP Steel Building Products USA Inc. SE LO TH TH DE GU VS PR DE S H PE ONE TW TH PO /R PI 'E SI• PA PL UL MO OV PA L/ LOAD (psf) 10 20 30 40 50 60 02/06/97 - '3 :25 04 -11 -1996 01 :31PM FROM SEOUENTIAGRANDVIEWNDVIE ?L'.EKTIA . INCORPORATED D/DEFLECTION CALCULATIONS - LINEAR METHOD . FOLLOWING USE THE LINEAR METH AMERICAN IRON AND STLEL'INSTITUT'E'S LIGHT ;IGN MANUAL/ THESE DATA ARE OFFERED AS A PR .A'F.I.INE FOR;DESIGNERS. THESE DATA SHOULD BE .I'FIED BY A'DULY LICENCED.ENGINEER OR ARCHIT D''JCT CODE 'CRIPTION QUANTITY PER PITCH 2 2 2 0 0 0 Et THICKNESS ''IpATE TENSILE STRENGTH UX.US OF ELASTICITY :BALL PANEL I HEI•GHT TOR OP SAFETY RATIO 75441 - INDUSTRTAL. 800 Series;SDS, 2.67" x 9/1 Roof Panel Calculations INPUT DATA LENGTH (in) 0.429 0.588 0,429 0 0 0 CALCULATED VALVES LENGTH --f TO 'AX. L ,_, SU l OP ALL MOMENTS NE TtAL AXIS FROM TOP STRAND MOIF =T OF INIBTIA SE .TION MODUI.tS MA 'IL'M LOAD SINGLE SPAN MA ;IP JM DEFLECTION - SINGLE SPAN DISTANCE F TOP STAND (in) 0.035 0.248' 0.465 0 0 0 0.053 ( 2.67 •( 10500 .( 800000 .( 0.5625 ( 2.5 45 D OUTLINED Li; AUGE STEEL .LIMINARY CHECKED AND ,CT. ' Corrugated, 2.892 ( n) 0.720648 ,C 0'2) 0.258900( n "3) 0.03224 ( n 0.249186 ( n) 0.026575 ( n "4 /ft) 0.096395 269.9078 •( b) 0.285650 ( n) AMAX/ UM RECOMMENDED SPAN LEN FACTOR OF SAFETY :: 2.5 L/D RATIO = 45 SINGLE DOUBLE SPAN SPAN (fc) (ft) 2,93 3.93 2.33 3.12 2.03 2.73 1.85 2.48 1.71 2.30 1.61 ?.,16 TO 2- 206 -39S -4263 P.02 THS { TRIFLE SPAN (_t) 3,63 2068 2151 2128 2c12 2:00 0.,0106 I vicinity map City of Tukwila Fire Department Thomas P. Keefe, Fire Chief Fire Department Review Control #D97 -0305 (512) September 24, Re: Union Tank Works - 12065 44th Place South Dear Sir: 1997 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 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575-4439 Page number 2 City of Tukwila Fire Department 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 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) 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) John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Fire Department Page number Exit doors shall be maintained in accordance with Section 1207. Exit doors shall be maintained in an operable condition. Doors installed as part of required fire assemblies shall be maintained in accordance with Section 1112. (UFC 1207.1) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) 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. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 wrirforze DEPARTMENT OF LABOR AND INDUSTRIES • THIS CERTIFIES THAT THE PERSON NAMED HERE0N IS REGISTERED AS PROVIDED BY LAW AS A .• • • • • -!.• , • • : • " • • " •.• ..••• • • • • " .• ••••• ''.F6?6•05-00013-81)' „,- • " ‘• • , - - , • .• • . • • • • • ,2A 4 I 2- 7 8¢ANCH. BOLTS X I w/ L 3x2X -0 L 6 0C200) I ! I, WELDED ON ( 200) W/4-47I 3 f (MF008) (a.5.FLG) � M + - -- ' �f •— SASE ft (P3 -F 484_ 200) BASE CONNECTION O 4-i h N FC225 50' -O % GIRTS 7x '4 FLG. E n O N¢B ANGLe (GAO I) r'. - -� • ; i = i• I' 48' -I a .I C.C. OF A NCHOR BOLTS 20 =0 EAVE NEIGH 555205 us. *y ga �--_7 X2X 0 -7 FL6.± w/ 9:zx'Zx 1'-62 FLE. It BEHIND RAGTER G.L in , DR /- D 305 Gx Bto.7 Fo rt •/ 3%8X0 d FL6. fl: BEINND RAFTER -I Q FC221 12' -0 EAVE HEIGHT 14' 6 EAVE EIGHT ;Le 75,4 FLG. L9' FC222 7X' O -7 PLG.It s = xzxl -4} FL6. 2. BEHIND RAFTER FE 52 x 5 16 (P5 212) W/8 - 3 4 px I 0.5.130075 d WASHERS (MF0I2) RIDGE DETAIL ,�ll PPPR 3C' - 1997 FC223 16 EAVE HEIGHT 5 2 X 36Xo- 5i(P.S216) W/ 5 4 0 x I'Z M.B. (MF007) ( H.5. E F.5.) -7X x 0-7 FL6. It Wi 33,Xbx 1=G FL6. 0 BEH,NO RAFTER 0) TYPICAL CQOSS SECTIONS 0 W QQ G BENT R SAYE ST¢L,T 6RACKET (MC205) ((((((2 -12 `5IM. 5.(0005)' \AT EA. EAYESTRUT w I 51(. WEB FE °GIRT LINE (G.o) • 75 FLG. @ h0 5-0 EAVE HEIGHT - 7x8X 0- 7,i...A Yt / 3zx d x 1 FL. It 6E1-11N0 RAFTER 525 ixO B FLG. 10 - 7 8 X2F -05. BOLTS w/ WASHER (M F200) ON 17 CIRCLE 'A P ROD KNEE STAY M P403 acm-I scs- ON FRA HES AS SHOWN 055-05 - USE CUT WASHER • MF024 ON 2,I0 018' E.H. 00005 ONL.(ATCOL. FLO.) TYPICAL KNEE DETAIL WELD PLACEMENT SCHEMATIC (SEE WELDING NOTES) SOULS• STANDARD WELDING NOTFS FOR BUILT -UP SECTIONS A. AD odds are booth:thou. booth: machine aabmerged rc Ida. P.A. W -) )Per Loa Angela. City Building Depart®[ License No. 4.1 B. Webb -flange veld. sre sae side. 60S penetratim. v./copper Lack -up- C. Web Lae[ sakis are ens aids v /ffa back- up. DM" Plata eaax.) D. Flange ban velds are both sides v /copper back -, Flanges 3/e" or thick.- ■ry beveled or !lame gouged m Lao aide. RECEIOB CITY OF TUKWILA 4120- 5C-0 y thl 9 o> 5 I • O Q 557 V A r � / Va BUILDING AND SITE STATISTICS • BUILDING CODE :UBC'94 • ZONING :FORMERLY M2 HEAVY INDUSTRIAL - NOW SR -1 • SITE AREA 3 ACRES APPROX. (130,680 SF) • BUILDING AREAS :EX. SHOP. 24,500 SF EX. OFFICE 2,200 SF PER FLOOR (2 STORY) EX. WEST SHOP: 4,800 SF EX. COATING SHOP: 3,400 SF EX. SANDBLAST SHOP: 2 100 SF 37,000 SF (28.3%) • CONSTRUCTION TYPE: EX. SHOP - II -N • OCCUPANCY GROUP: F1 • PROPOSED AREA OF WORK: 1,500 SF • PARKING REQUIRED: OFFICE @ 2.5/1000 = 4,400 ; 2.5/1000 = 11 CARS MFG. @ 1/1000 = 37,000 _ 1/1000 = 37 CARS 48 CARS PARKING SHOWN: 59 CARS LEGAL DESCRIPTION: LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 33, 34, & 35 BLOCK 6, C.D. HILLMAN'S MEADOW GARDENS ADDITION, DIVISION 1 ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON. TAX PARCEL* 334740 - 1330 -07 OWNER: ENGINEER: JOHN LOSCHEIDOR, PE, SE. P.O. BOX 2440 RENTON, WASHINGTON 98056 - 255 -0126 ESTIMATED CONSTRUCTION COST: $22,800 UNION TANK WORKS, INC. 12065 44TH PLACE SO. TUKW1LA, WASHINGTON 98188 CONTACT: MR. BILL O'CONNELL, 3RD - 450 -5566 FILE COPY I understand that the Plan Check atoms - _,�rnecr to errors and ormss.cn= dopmd coon o: �. - Put: r °A Permit No G VTt \ �(. w t : SEPTIC TANK `2 DRAIN FIMLD 12 4L7 G(, 0EF�l Ki RAC Ell ME CAS F!?;'. CITY CF TJKV' L!'s BUILDING DIVISION CITY OF TUI(ti^ +ILA APPROVED CT, 2 1997 BU LDING DIVISION RECEIVED ciTY of TUIO6LA SEP i 21997 .ERMIT CENTER Dq1 0505 �z =o 2z N= $ w 1 • Le' 8 f ) s 1 0 • N) M NORTH ELEVATION 0' 5' ler 15' 25' 35' 30' PQOR PR c N.,114.1 x SKIN PAINTED SLIM% DOORS. SANIO M4MFAC1U RM ACCESSORIES TRACK ASSEMBLY. MONDE eorrcti GUM (ROLLER) AND nEA1141iRSTRIPPM. Ali 11 EXISTING BUILDING (NO CHANGE) 30' EXIS99 8.11LONG CHAIVAE) EAST ELEVATION 21, 30' UNHEATED N94 SPRWLERED F 1 SOF MB INN - Minn. SCALE I/16" WEST ELEVATION 111111 11111•111111 SCALE I/18" EXISTING 8111.919 (NO CHANGE/ 30' CD CD 310' FLOOR PLAN 0' 5' 10' 9' 25 ' 35' ION 1•11, Ali 111111111111111 SCALE 1/16" 1'-0" EXISTING 8.111DIM (0 CHANGE SCALE 1/15 = 1' -0" ® 0 qi 0 CD ® 111111111_,-. 1111111 EXISTING EUILDNG (NO caume) SOUTH ELEVATION 0 5' 10' 15' 25• 35' 0 I Q /)( 20' 20 EXISTING BUILDING (50 CHANGE) 11 • ; d 1 Q 20 20 30' SKLAR TO 34520 MAtIF ACTURNG SLID* DOOR HEAD TpETAIL OF SLIDING DOOR __ gaillhooll I I J ounnummuu 1 I [ II I I i _1 IlarAREAVTPAM Ilb s wom• 1 11111 I 1 26 GA COLORED PANELS SEP 1 2 1997 FOR DV wALLS AND SLIDING DOM PERMIT CENTER AREA OF WORK - ENLARGEMENT 0 5' 10 5' 25' 35' r .M4ige SCALE 1/8 -0'' 0 • VI', XPIRE 1 1 :550, RECEIVED TUILA CODES AND REGULATIONS 1. All construction, whether shown, specified, or implied, shall conform to the Uniform Building Code, 1994 edition (UBC -94), as adopted by the City of Tukwila, Washington, and all other applicable codes and regulations. 2 Obtain all required building permit=_ prior to construction. 3 Comply with the requirements of all applicable lows, regulations, and common sense regarding all aspects of construction safety and environmental protection GENERAL For drawings provided by Loscheider Engineering Company, the engineer's scope of work is structural engineering only, for what is shown on the drawings only, in accordance with the design criteria and notes on this drawing. No warranty is made regarding the desig or condition of any existing construction. No warranty is made regarding the durability, functionality, or safety of overall building system. Reuse of these drawings for other projects is prohibited without express written permission from John V. Loscheider. 2 The structural drawings represent the completed structure and are not intended to indicate the means and methods of construction. Provide and be responsibile for all shoring, bracing, scaffolding, formwork, guys, rigging, and all other temporary supports necessary to safely resist all loads during construction. 3 Prior to constructor, field verify of site conditions, underground utilities, equipment, piping, electrical wiring, elevations, dimensions, and clearances. When conflicts are discovered, notify the engineer. 4_ Prior to construction. verify and coordinate all dimensions and details between the structural drawings and the requirements of all other trades and disciplines. When conflicts are discovered, notify the engineer. 5. When requested by the owner, provide documentation that materials, workmanship, and worker qualificatons meet the construction requirements. 6. The owner reserves the right to perform any tests appropriate to verify the materials and workmanship of construction. T. Inspection after construction is not an acceptable substitute for quality control during construction. The owner reserves the right to reject any work for which quality control during construction is not documented in accordance with the requirements. 8. Prior he cesfosetian, subm t to the engineer for review and approval the following construction documentation: Shop drawings for all structural steel, including light -gage Shop drawings and fastener data for all metal and fiberglass building cladding Shop drawings sod hardware dots for doors STRUCTURAL LOADS Earthquake: 'JBC -94 zone 3 Wind: UBC -94 85 mph exposure B Snow: 25 psf roof load EARTHWORK The assumed allowable net soil bearing pressure is 1000 psf. 2. Coordinate 2 earthwork for foundations with the earthwork for new and existing underground utilities. 3. Construct all foundations or soi' that is free of topsoil, soft spots, clay, debris, and organic materia:. Wherever possible, construct foundations on undisturbed native soil. 4 After excavating and before backfilling, notify the building official. 5 Prior to placing compacted fill, notify the building official and the engineer. 6. Do not place fill on soil that is muddy or frozen or which contains ice or frost. 7. Beneath foundations, backfill all overexcovated areas with an approved gravel or crushed rock. All fill material shall be placed in lifts not exceeding 6 inches and machine compacted to at least 95% of its modified Proctor dry density according to ASTM D1557. the top 6 inches of soil beneath foundations shall be gravel with 100% passing the 3/4 inch sieve and less than 5% passing the #200 sieve Fill material adjacent to foundations shall be compacted to at least 90% of its modified Proctor maximum dry density. 8 All fill placement and c„n,poction sho Il be supervised by a qualified soils technician with o, . tob:e equipment for measuring soil density and moisture content. Based on the measurements, ',just the moisture content and compaction energy to provide and maintain the required density. REINFORCING STEEL FOR CONCRETE 1. All reinforcing steel shall be grade 60 deformed bars conforming to ASTM A6t5 or A706. 2. Detail all reinforcing steel to conform with ACI Standard 315 and the ACI Detailing Manual. 3. Comply with the recommended practices of CRSI "Placing Reinforcing Bars." 4. Do not weld or tack weld reinforcing steel without prior written approval by the engineer. All reinforcing steel welding and tack welding shall be performed in accordance with AWS D1.4 and approved shop drawings, by certified welders following tested and qualified joint welding procedures. All reinforcing steel welding and tack welding shall be supervised and inspected by an a AWS QC1 Certified Welding Inspector. 5. Unless shown otherwise on the drawings, concrete cover over reinforcing steel shall be as follows: Concrete cast against earth: Curbs, pedestals, and equipment pads - Bars #5 and smaller. - Bars larger than #5: All other concrete: 3 inches. 1 1/2 inches. 2 inches. 2 inches. 6. Unless shown otherwise on the drawings, provide reinforcing steel lap splices as follows: Bar Size #: 3 4 5 6 7 8 9 10 11 Lap Splice Length: 12 16 20 24 31 41 52 66 81 (inches minimum) 7. Stagger lap splices wherever possible, by a distance of at least two lap splice lengths. 8. Notify the building official after reinforcing steel is in place and prior to placing concrete. CONCRETE 1. Comply with ACI Specification 301 and ACI Building Code 318, including all applicable standards and publications referenced therein. Where applicable, comply with the recommendations in ACI 302.1R. 2. Obtain written approval from the engineer for construction joints not shown on the drawings. 3. Locate all anchor bolts by template. 4. No aluminum pipes, conduits, or other hardware shall be embedded in concrete. Do not transport concrete in aluminum containers, pipes, or chutes. 5. Chamfer exposed concrete edges 3/4 inch at 45 degrees. 6. All concrete shall meet the following requirements: Strenth To: Cement: Aggregate: Air entrainment: Water: Water /cement ratio: 0.45 maximum Admixtures: ASTM C494 Slump: Surface finish: - Formed surfaces: - Walkways and stair landing pads: 4000 psi minimum at 28 days ASTM C150 Type II, 6 sacks min. per cubic yard ASTM C33 Class 4S, max. size 3/4 inch 4% - 7% Clean, drinkable, and free of harmful substances Within ACI 301 tolerances for each approved mix ACI 301 smooth formed finish ACI 301 broom finish - Concrete protected by special coatings: ACI 301 troweled finish - All other concrete: ACI 301 troweled finish 7. Prepare concrete construction joints as follows: Roughen the surface of the hardened concrete with a chipping hummer to expose the embedded aggregate and provide a roughness height of at least 1/4 inch. Clean the prepared surface of all dust, chips, and foreign matter. Just prior to placing the fresh concrete, prepare a mixture of one part cement to two parts sand with enough water to yield the consistency of thick paint. Apply this mixture with a broom to the entire construction joint surface just prior to placing the fresh concrete. 8. Grout for base plates, equipment, and anchor bolts shall be Master Builders Masterflow 928 or approved equivalent, installed in accordance with the manufacturer's recommendations. Obtain written approval from the engineer for alternate materials prior to construction. STRUCTURAL STEEL 1. Unless noted otherwise, structural steel materials shall conform to the following requirements: Structural shapes and plate: Rectangular steel tubing: Structural pipe: Light -gage steel shapes: Anchor bolts cast in concrete: ASTM A36 Hilti HVA adhesive anchors with stainless steel anchor rods. Provide adequate embedment to develop the yield strength of each anchor bolt. Bolts: ASTM A325 type 3 (3/4 inch diameter unless noted) Nuts: ASTM A563 grade C3 Washers: ASTM F436 type 3 Anchor bolts installed in holes drilled into hardened concrete: Bolted structural connections: Stainless steel, where noted: AISI type 316, subject to approval by the engineer Roof and wall cladding: See separate notes below. 2. Comply with the requirements and recommendations in the AISC "Code of Standard Practice for Steel Buildings and Bridges, including all applicable standards and publications referenced therein. 3. Fabricate beams with natural camber upward. 4. Before fabrication, obtain written approval from the engineer for connection details that deviate from what is shown on the drawings. 5. All welding shall be performed in accordance with AWS D1.1 by certified welders following qualified joint welding procedure specifications, with acceptance standards according to Section 8 or Section 10, as applicable. Maintain copies of the approved welding procedure specifications at each work location for use by the welders performing the work. 6. Unless shown otherwise, all steel member splices shall be fully welded with complete joint penetration welds, followed by 100 percent ultrasonic inspection. 7. Seal weld air -tight all structural members fabricated from rectangular steel tubing and steel pipe. 8. Remove all weld runoff tabs, spatter, and slag. Grind the steel smooth. 9. Shop paint all exposed surfaces of all structural steel, except stainless, in accordance with the AISC "Code of Standard Practice for Steel Buildings and Bridges. Coordinate the type and color of paint with the owner prior to construction. 10. Comply with the AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts," dated June 3, 1994. Unless noted otherwise, provide fully - tensioned shear /bearing connections, with all Paying surfaces painted prior to erection. Paint all plate washers and shims before installation. Paint all exposed surfaces of bolts, nuts, and standard washers after installation. ROOF AND WALL CLADDING ASTM A36 ASTM A500 grade B ASTM A53 grade 8, type E or S ASTM A924/A792 grade 50, with G60 galvanized coating, and painted as required for structural steel 1. At locations requiring new roof deck, provide 22 gauge 2 1/2" corrugated steel ASTM A792 grade 40, as manufactured by BHP Steel Building Products. Provide fasteners adequate for wind loads 35 psf upward and snow loads 25 psf downward. Provide accessories as required to close and support the deck at ridges, eaves, and rakes. 2. At locations requiring new wall cladding, unless shown otherwise, provide 26 gauge 2 1/2' corrugate steel ASTM A792 grade 80, as manufactured by BHP Building Poducts. Provide fasteners adequate for wind loads 15 psf inward and 20 psf outward. Provide accessories as required to close and support the walls at the roof and floor and around doors and other openings. 3. Where fiberglass wall panels are provided instead of steel, provide Sequentia 800 Series, SB5, 2.67" x 9/16" corrugated panels with a nominal thickness of 0.053". Fiberglass panel span between wall girls shall be no greater than 30 inches. 4. Install all cladding panels in accordance with their manufacturer's recommendations. Along girls, puffins, and other members that support cladding, provide fasteners at each edge of each panel. Between panel edges, provide adequate fasteners with a spacing no greater than B inches. 5. Seal watertight all cladding panel side laps, end lops, edges, and fastener penetrations. 6. Coordinate material finishes and colors with the owner prior to construction. 7. Coordinate door requirements and specifications with the owner prior to construction. 98 RECEED aic- CITY OF T l:! .ERMIT CENTER DESIGN REVIEW NOT FOR CONSTRUCTION KEY PLAN Chen P.O. Box 2440 \S2 / 21 REPLACEMENT ROOF 25� W IND COLUMN FOOTINGS END REPLAWALL CEMENT /1_ SEE DRAWING 9701 - S1 FOR STRUCTURAL GENERAL NOTES. scope o r "o,x rte, �neene�der Engine ",;n comp,n.: sin.,_... en5 .. ee ....� .. ,. 'n,s document __ pydgnt tY9� py Jonn !. _osc M1eide +r I�gr . ... .... DO NOT SCALE THIS DRAWING. 0 2 -19 -97 JVL JVL Build :ng perm sub REV. DATE DR. CHK. DESCR'PTIO' LOSCHEIDER ENGINEERING COMPANY Renton. Washington 98056 ,230, 2 5 -J' 26 UNION TANK WORKS, INC. P.O. Box 53186, Bellevue, Washington 98C '5 -3'8`_ UNION TANK WORKS, INC. 12065 - 4411, Place South, Tukwila, nshirqr�- ROOF AND END WALL. STORM DAMAGE REPAIRS .A ' NEW ROOF CLADDING 16 BS /"0 A32 ( MAOLTTCH E 8 CONN 5 ) EXIST SOULE FRAME COLUMNf , G1 EXIST CRANE GIRDER VERIFY BOS EL 119' -1 1/4" BEFORE CONSTRUCTION EXIST WALL CLADDING G1 S3 EXIST FRAME STEEL WALL CLADDING TYP EXCEPT FRP OVER DOOR SEE STRUCT GEN NOTES AND ARCH DWGS RAKE GIRT G1 -- 4 11 \ l8_ TCOL NEW WALL CLADDING I (1.5 ROOF PLAN 3/16" = 1' -0" OPENING EL 100' -1" NEW FOOTINGS — SIM 50' NOMINAL BUILDING WIDTH (VERIFY) SYM COL 10' -4" 10' -4" WALL ELEVATION 3/16" = 1' -0" N I FS T T RAKE GIRT C1— II, EXIST PURLINS TYP ! 4I VERIFY EXACT LOCATION j BEFORE CONSTRUCTION 1 a IL d EXIST FRAME RAFTER EXISTING WALL CLADDING NEW ROOF CLADDING NOM RIDGE EL 134' -5 "± (VERIFY) NOM EAVE EL 126' -1 "± (VERIFY) TOS GIRT EL 127' -0" TOS GIRT EL 124' -6" TOS GIRT EL 122'-0" CL W16 WEB EL 120' -0" TOS GIRT EL 119' -0" \ TOS GIRT EL 118' -0" TOS GIRT EL 114' -0" TOS GIRT EL 110' -0" TOS GIRT EL 106' -0" TOS GIRT EL 102' -0" TOC EXIST CONC EL 100' -0' (REF) NEW FRAME RAFTER FR226M SIM TO EXISTING, EXCEPT AS NOTED (SEE MEMBER SECTION KEY AND CONN DETAILS) FOOTING SECTION 14 3/4" = 1' -0" EXIST FOOTING TYP 7/8" 0 ANCHOR BOLT TYP HEAVY HEX NUT TYP COL MEMBER SECTION KEY EXIST TOC FLOOR 6 #5 EW T &B SYM 0 COL 10' - 4" 10' -4" NEW FOOTING TYP FOUNDATION PLAN 3/16- FR226M SOULE FRAME RAFTER FR226 PER SOULE DRAWING JCS -27 DATED 4 -1 -69 EXCEPT MIN WEB THICKNESS 3/16" AND MIN FLANGE THICKNESS 1/4" AND NEW CONNECTION DETAILS AS SHOWN P1 BHP Z10x3.25x12ga GRADE 50 (TYP PURLIN) EFFECTIVE S = 5.0720 in AND S = 1.4546 in P2 BHP C832.7531290 GRADE 50 (RIDGE PURLIN REINFORCING) EFFECTIVE S = 3.7466 in AND S = 0.9118 in P3 L6x0x1 /4 (PURI IN SUPPORT CONN ® RAFTER) P1 C6x8.2 (RIDGE PURLIN TRANSVEF,SE BRACE) 92 L3%3%1/4 (RIDGE PURLIN DIAGONAL BRACE) 93 C4x5.4 (TYP PURLIN BRACE) G1 BHP C8x2.75x16ga GRADE 50 (TYP GIRT) EFFECTIVE S = 1.9052 i n 3 AND S = 0.5183 Ina SR 3/4 "0 SAG ROD (TYP ® ROOF BETWEEN CHANNEL BRACES) FS L2x2%3/16 FLANGE STAY (TYP FOR RAFTERS Sc COLUMNS) 25 RECEIVED cm of TuKnrlu SEP 1 2 1997 PERMIT CENTER DESIGN REVIEW NOT FOR CONSTRUCTION Client: Location: Project: 11(13: ANCHOR BOLT PLAN 16 3/4" = 1' -0" REF EL 100' -0" = NOM EXIST TOC FLOOF SEE DRAWING 9701 -S1 FOR STRUCTURAL GENERAL NOES. Scope of work for Lpscheider Engineering Comporry: Strvcturc�. engineering c riot i n Nis dru any, wiL Ma str� ,es Tis document 's apynght 0't 997 by John r V� Loschei0er. al rights eserved. DO NOT SCALE THIS DRAWING. LOSCHEIDER ENGINEERING COMPANY P.O. Box 2440 Renton. Washington 98056 (206) 255 -0126 UNION TANK WORKS, INC. P.O. Box 53186, Bellevue, Washington 98015-3186 UNION TANK WORKS, INC. 12065 — 44th Place South, Tukwila, Washington ROOF AND END WALL STORM DAMAGE REPAIRS PLANS & ELEVATIONS Drawing Number: 9701 -S2 / (A ROOF DECK 0 GIRT G1 (REF) (SLOPED) f J WALL CLADDING (RE SEE /' ' s 4 GIRT C1 (SLOPED) WALL CLADDING (REF) 4 BOLTS 5/8"0 A325 SECTION 3/4 0 BOLTS A325 - -- -11-- 3 PAIRS ON 3" GAGE SECTION SECTION FRAME SECTION FRAME RAFTER FR226M - 3/8" PLATE STIFFENER BOTH SIDES 1/2" PLATE COL CAP 3/16 3/16 L3x3x1/4 (L ) FAB FROM PLATE EXIST BUILDING FRAME COLUMN TYP EXCEPT SKIP WELD 2 -6 RAFTER WEB OM TOP OF DOOR DOOR TRACK BRACKET AND BOLTS (VERIFY) P3 5/8 "0 BOLTS TYP GIRT G1 TY , 3/i6 -s F�� 3/16 1" OF WELD AT BOTH HEEL AND TOE OF ANGLE AT BOTH SIDES OF FLANGE SEE I 1111111 ems PURUN P1 COPED AT RAFTER FLANGE I WALL CLADDING (REF) L } GIRT G1 FOR CALLOUTS NOT SHOWN SECTION SECTION SECTION 1" = 1' -0" EXIST CRANE GIRDER 524x100 (VERIFY) SECTION SEE / 26 \ FOR BOLT LOCATION AT RIDGE PURLIN 1' -6" FRAME RAFTER FR226M -- 5/8 "0 BOLTS TYP EXIST BOS EL 119' -1 1/4" (VERIFY BEFORE CONSTRUCTION) BOLTS 3/4 "0 A325 TYP PURLIN SUPPORT CONN P3 3/16 fL W16 WEB EL 120' -0" END PLATE 1/2" x 10" x SEE AA SEE W12 SECTION SECTION PURLIN P1 PURLIN SUPPORT CONN P3 L3x3x1/4 TYP GIRT 01 CONT FOR CALLOUTS NOT SHOWN FOR CALLOUTS NOT SHOWN SEE RAFTER DRAWINGS TYP AND DWG S2 MEMBER SECTION KEY 3/8" PLATE STIFFENER TYP BOTH SIDES OF WEB PURLINS NOT SHOWN 3/8" PLATE STIFFENER UNDER RAFTER WEB 0 SEE 4 1/2" 1/2" v OOP/ I r EXISTING FRAME RAFTER FLANGE STAY (ONE PIECE) SECTION 1" = 1' -0" 3O OF � WELD 3/16 1 -5 TYP 1" OF WELD AT BOTH HEEL AND TOE OF ANGLE AT BOTH SIDES OF FLANGE DETAIL Aft GIRT G1 SEE 52 SEE W12 SECTION 1/2" PLATE FULL WIDTH 11 COLUMN CAP SIMILAR TO 0 - ALSO FUNCTIONS AS RAFTER BOTTOM FLANGE SPLICE PLATE L3x3x1/4 FAB FROM PLATE FOR CALLOUTS NOT SHOWN SECTION / 34 FOR BOLT LOCATION AT RIDGE PURLIN GIRT G1 TYP EXCEPT SKIP WELD 2 -6 © RAFTER WEB L3x3x1/4 TYP S2 FOR CALLOUTS NOT SHOWN OPEN HOLES FOR FUTURE CONSTRUCTION TYP FLANGE STAY TYP 605 P3 AT RIDGE 0 HOLES FOR 7/8 "0 ANCHOR BOLTS TOP ® WEB AND SIDES ® FLANGES et TOS P1 SECTION DETAIL = 1' -0" BOS P2 SAG ROD WHERE OCCURS TYPICAL W12 4" L36361/4 x 8" 2 BOLTS 5/8"0 ON 5" GAUGE GIRT 01 3/4" PLATE RECEIVED c1TV of ruKWIt.A z -ta -9, StP 2 iss7 EXPIRES "ERMIT CENTER DESIGN REVIEW NOT FOR CONSTRUCTION TYP SECTION 1" = 1' -0" REV. PURLIN BRACE 61- PURLIN TRANSVERSE - -7 BRACE 61 2 BOLTS 5/8 "0 TYP 5/8 BOLTS TYP SECTION 3/ + DETAIL t •-O` — FRAME RAFTER TOP L ANGE -PLATE 1/4" x 4" x 18" VERTICAL SHEAR TAB I0 GAP 0ETWEEN RAFTER FLANGE AND PURLIN BPA.CE 1 p00F p e -k StiG ROD PURLIN DIAGONAL BRACE 42 REF EL 100' - -0" = NOM EXIST TOC FLOOR TYPICAL Z— PURLi0 PURLIN RENFORC!0 CHANNEL 62 SEE DRAWING 9701 — S1 FOR STRUCTURAL GENERAL NOTES. Scapa of work for LoacM1eidar Engineering Company: Stvctural enginee.ing o Oat is tM1ia drewing only. .n ecoMonce witM1 t structural ganorc� � Res This document :s capyrigM1t O 199J l+y JoM1n V. LoseM1eider a N, �gMS reservetl. DO NOT SCALE THIS DRAWING. 0 2 -19 -97 JVL DATE DR. I CHK JVL Building permit submittal DESCRIPTION LOSCHEIDER ENGINEERING COMPANY P.O. Box 2440 Renton, Washington 98056 (206) 255 -0126 Client: UNION TANK WORKS, INC. P.O. Box 53186, Bellevue, Washington 9 801 5 -31 86 Location UNION TANK WORKS, INC. 12065 — 44th Place South, Tukwila, Washington ROOF AND END WALL STORM DAMAGE REPAIRS Title: STRUCTURAL DETAILS Drawing Number: 9701 —S3 io, BUILDING AND SITE STATISTICS: • BUILDING CODE :UBC 94 • ZONING :FORMERLY M2 HEAVY INDUSTRIAL - NOW SR -1 • SITE AREA :3 ACRES APPROX. (130,680 SF) • BUILDING AREAS :EX. SHOP: 24,500 SF EX OFFICE: 2,200 SF PER FLOOR (2 STORY) EX WEST SHOP: 4,800 SF IX COATING SHOP: 3,400 SF EX. SANDBLAST SHOP: 2,100 SF 37,000 SF (283%) • CONSTRUCTION TYPE: EX. SHOP - II-N • OCCUPANCY GROUP: F1 • PROPOSES) AREA OF WORK 1,500 SF • PARKING REQUIRED: OFFICE 41 2.511000 = 4,400 - 2.5/1000 = 11 CARS MFG_ ©111000 = 37,000 +1/1000 = 37 CARS 48 CARS PA,RK9iS_ S,D. OWN 59 CARS LEGAL DESCRIPTION LOTS 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 33, 34, & 35 BLOCK 6, C.D. HILLMAN'S MEADOW GARDENS ADDITION, DIVISION 1 ACCORCING TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 64, IN KING COUNTY, WASHINGTON. TAX PARCEL # 334740-1330-07 OWNER: ' , OSCi' : PE, SE. "fm4rtT vir No ODIA UNION TANK WORKS, INC. 12065 44TH PLACE SO. TUKWILA, WASHINGTON 98188 CONTACT: W. BILL O'CONNELL, 3RD - 4505565 P.O. BOX 2440 RENTON, WASHINGTON 98056 - 255-0126 ESTIMATED CONSTRUCTION COST: 522,800 Mil loll wow= nip... Ea. insicArrillma FA pw� qp ll IF SEPTIC TANK `2 D RAIN FIaLD D5, 0 k G mZ ct) =o - • u; f 1, 5z — 0 � S ` ' �m CO co W ir 41 7j12 • n