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Permit D01-095 - SEATTLE TRACTOR PARTS AND EQUIPMENT - STORAGE RACK
001-095 Seattle Tractor and Equipment 18801 Southcenter Py City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, i Va ;h: n,rtcn C3.188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: OCCUPANT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. 352304 -9068 18801 SOUTHCENTER PY AWSE DEVPERM M -1 RACKS 000 North: .0 South: .0 East: .0 West: .0 HIGHLINE Sewer: SEPTIC Slopes: Y Streams: Contractor License No: LAPIAL *O08J8 DEVELOPMENT PERMIT Permit No: Status: Issued: Expires: D01 -095 ISSUED 04/05/2001 10/02/2001 Occupancy: WAREHOUSE UBC: 1997 Fire Protection: SPRINKLERS SEATTLE TRACTOR PARTS & EOUIP 18801 SOUTHCENTER PY, TUKWILA WA 98188 M A SEGALE INC PO BOX 88050, TUKWILA WA 98138 MARK HANCOCK PO BOX 88028, TUKWILA WA 98138 LA PIANTA LLC PO BOX 88028, TUKWILA WA 98138 * *k * * * *k * *k*** ***kkkk *****k *kkkk *kkk* kirk* *kk * * *kk k *k k *k *kkkk *k *k****kkkkkkkkkkkkkkk 4 Permit Description: ADD RACK STORAGE IN EXISTING BUILDING. * * *k * * * * * *k ** *kkkk ** *kk * * * * * ** * * ** * *k *k * **^ kkkk *kk'k *k k* *kkk * *k ** *kkkk ** *kkk *k *k *AA * *k Construction Valuation: $ .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: Land Altering: N Cut: Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N * ** * ** *kkk ** * *k * * * * * * *k k* kkkk *kkk ** *k ** * * *kk *kk *k*AA *k ** * ** *kkkk *kk *k* * * * * * *k* *kkk OWNER CONTACT CONTRACTOR Phone: Phone: (206) 575 -3200 Phone: 206 -396 -2023 Phone: 206 -575 -7000 End Time: Fill: End Time: Public: N TOTAL DEVELOPMENT PERMIT FEES: $ 3 \6.66 * k***************** * * * * * * ** * * * ....,.�k k * * * * ** kk *kk * *k *k*k ****kkkk* *k *kkk * * *k *kkkk! Permit Center Authorized Signature Date: --iv ' I hereby certify that I have re d . d examirjed this permit and know the same to be true and correct. All pr =• sions of aw and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit, Signature: 4 :7G L . - - 44 '2.4.4- --- Print Name: _ ,X_ 4 "Coc Date: S� 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. L !='; Tenant: .ra DE1PEPM 2. Parcel A. 1 5:'304-9668 4,4k0,4444 4 4 444 4 44444444440e444444•4 4 44444 44 44 4 L 44 4 O 444 , 441 .44 , 44O. 4 4 4. 4.44 4 Permit Conditions. 1. No changes will be made th!:1 O'i2trcl te Engineer and the Tukwila Building 2. When special inspection is f eithe: t;ie architect or engineer snail nctify the TJAWla Division of aPoointment of the ageno the first building inspe Copies of all - zpe.:ial insoectiOn reports shall be sutlm;tted to :The Division in a timely manner. Rep':,rt.s :hall proieot name. permit nuolbe, tvpe of insoe betn performed. The special in:t.pe . !nall submit a final 7igned ••eport stating whether the work c'eouiring s.pecial :n:pe;:t1on to the best of the inspector*: knowledge, iv , sot fornc with approved Plans and spec;fication.: worimanshtp ocovt-,.; of the UBC. 4. All construction to b in oonft,ane , dth arooced plans and requirements of t1;e Unifo, Buildno ".'ode (]997 Edition) as amended. dniforn, Mechantoal (12 Edition and Washington State Energy Code ii997 E4.1 J. Validity of Permit. The issuance of 4• 1 pe, o plans, specifications. and c,omput.:..tions :hall nc:.. be con- strued to be • permit for or 3n 315pro of. ,:ztvi violation of any of the provisions of t,e buildng cooe oc of any other ordinance of the iurisdiction No permi ork: to give authority to violate oc• thi: code shall be valid. 6. All permits. inspection rel.:ord ,360 approved pian: soall available at the ioP site ocior to t.he stact ':Nf an, struction. Thee docomentz 3re to be maintain anj ava able until final inpection 3oprov31 is granted. 7, Bolts intalled to , :oncrete shaM be (UBC Sec. 1701.5.2.1. e, **AFIRE DEPARTMENT CONDITION:; 9. The attoohed set of viaos have been rewed b Tne FTe Prevention eureau 3nd Ace 3i,:-Dtaule with concerns: 10. Storage may not b. closer than 36 inch.:= d. to ceiling-hong oace or Unit" heatecs. 11. Storage BIJI not bt:.. tn3n incne heads. tr1FPA 13. 4-2.5 12. In double cow caok3 with height:, of including 25'. an a nominal 6" r, f!Ue between loads or at r3t:J. upci9ht.: 7.113: be liaitatned. (NFPA 13) 13. Maintain minimum 6" 1n9iti.n1n.3! f!oe back cack.. 0‘1EPA. 13 1 14. Where storac:ie heght t'eet only are installed. fire protecto by - me of the methods is required for steel bu ild coluoIns loote0 within racks: (a) one-hour fl broofinti, sidewal: sprinklers at the 15 foot eleiation the ceiling sprIniler density miniwv:;is as determined bv the Tukwila Fire Preventin eu! 15. Aisles leading to required e,itz be pro.lided -±'rom all portions of buildings. Ais,les located within an acces.,7.ible route of travel shall al.r.o comply with the BuildInQ Code requirements for accessibility. (liFt: 120. 16. Depending on the classification of the co:ooiodit stored and the size of the storal)e 4ents, small hose stations anti curtain boards M3V be Tat le 3 1-A of the Uniform Fire Code. Contact the Tukwila Fiie Prevention Bureau for further inforNatioh 17. An approved hose station requires must be submitted to the Fire Macshal tu aoo-oval prior tv insta t Cwdinance #1901 /8. Raoks designed for high-t, lied storage must oomblv with section 2207 of the Unifoi'm Building Cole. Please cunta.:r the Tukwila Building Oepartment fo details oe: design and installati .:tandards. 19. Refrain from blocking sprinkler coverage w'th NEPA standard #1.3 states that .iely shelving or deci.s in excess of 4 feet in width will reouire installation c-r sprinklers thereunder. High combustible stor,A9:1 is :oiobustiole reaterie!s in Closely paci.ed biles ii,ore than 12 feet in height or combustible materials on ballets or in ia r.loce than feet in height. For Is'ertain special-hazard cowdouities such as rubber tires., plastcs. some fla:;.mable luuids. idle pallets. etc.. the critical pile rfti be as lov, as 6 feet. 0..:FC article 2. sec. 2C9-1-D 21. Contact the Tukwil:-. Fire ri'etiention Fria witne7 Aii required inspections :tnd tests. 10.!::C'3) Ordinance #1900 and #1901) 22. This review liiiitted to s0000!ative te,',ant onl, - special fice per :Sil,Fty be :.1=?ce,,1. depen,J;n,1 on det,iileo desCription of intended use. 23. Any overlooked he:acdt:'us •:ondition ard/ Lftt 1 f the adopted Fire or euildino Codes does not itp; 3bor of such condition oc violation. 24. The plans were reviewed ty if ha.e duestions. please cal! Hr (206) 575-4407. ierek t - with them as outlined. Pll 4:,f law „d this worl will be complied with. whether soecifled herein , Dr The 9rantin9 cf this permit doe: , )ct pre:t:me to live vfo/ate or cancel the provilions of :-n? other wc or loal law: requlatin9 construction or toe performance . .7 , ignature: Print Name: Project Name/Tenant: S t - TRAc- iAaTS 06 00PW1e T buc. Value of Construction: 1 : , Ih OOO• Site Address (include suite number) _ City State /Zip: /8801 Sour teArteg. :Noctu4Y;) UK .iitil ° 188 Tax Parcel Number: 35230 - 9068 Property Owner: 1 A r� -M , / L L. G L Phone: 2b fc 5'i 2 ©loco Street Address: p Roc 88028 City State/Zip: ?UKt. 1C.A,L,rA 981 38 Fax #: ?.� 575 I X33'7 Contractor: LA ?t Am i A LL-C- Phone: 2oc S,..�y 2000 Street Address: a�x 880x.6 t te/ p' 7,10,,,i i3 )6138 Fax #: 6 515 /83 7 Architect: N/A Phone: Street Address: City State/Zip: Fax #: Engineer: (RAugS) R UPERT ENGINEE.Rio 6 Phone: 253 E333 7776 Street Address: 15i 1- Jarytt{LCY�l16NtaAyl�, � � W S tat�Z iL': N l Fax 11: Z5 3 939 Z 1 � 8 Contact Person: J � maRk > Ncock Phone 206 336 2 023 J Street Address: Pow B� QZ Cit State /Zi 7LE, i A G, 98 138 Fax 11: Zo( 7 i 66 a 5 Z Description of work to be done (please be specific): ,ADD Fi Ac SToRA6E IN CXl STinz 13U)UUIN6 Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel/Hotel ❑ Office ❑ School /College /University Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Ell lospital ❑ Church ❑ Manufacturing ❑ Motel /IIntel ❑ Office ❑ School /College /University -Other S/+ Building Square Feet: 3 Co existing No. of Stories: I Area of construction (sq ft): AI 4 —,) Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? yes ❑ no Existing fire protection features: la sprinklers A an omatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes 0 no Attach list of materials and storage location on separate 8 1/2 X 1 1 paper inclrcatutr; quantities & Material Safety Data Sheets CITY OF TUKWILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 131 -3670 Commercial / Multi Family Tenant Improvement / Alteration Permit Application Application and plans must he complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT' REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews ma be determined b the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Project t her: CA 5 Permit Numb 11 low to ❑ Flood Control Zone ❑ I tattling 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 CI Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt II: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: tic :t2L1'7EO in Miscellaneous CIT' r` orrt!Km! z 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 1f10 days following the date of application shall expire b,1: 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 aplif i �crrtlb TE Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. • PLEASE SIGN' BACK OF APPLICATION FORM lication expires: - ttior Date application accepted: 11/30'00 ctpermit.doc Oto Date Applicat' ,n tat. n by: (initials) poi -055 BUILDING OWNS OR At1T . R►ZED AGENT: Signature: Date: 3'2 ./© r Print name: mitliz.k o - � 1 � Phone: 206 3 962023 Fax tt: 5 r, S // 4 Z Address - po-abx 6802 City /State/Zi zlLA 1A-46„,076.1A8 APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL D 4WINS EiT A LEGIBLE SC (L..A11141EAPY DRAWN ; ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 1 Complete Legal Description (Otv'DRaAw t/u t:, ❑ 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 ) -1 -9). to ❑ Floor plan: show location of tenant space with proposed use of each room labeled to _ t- 53 CI Overall tii_ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of w 0 any hazardous materials; dimensions of proposed tenant space. r r El Vicinity Map showing location of site �+- (/) CI 1g Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack H d w layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of Z t rack. Structural calculations are required for rack storage eight feet and over. z O 71 ❑ w Indicate proposed construction of tenant space or addition and walls being demolished ? o P. ❑ Construction details tJ u) off 7 1 ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water = w u. ~O Z.• W U= 0 t— Z 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). O . ❑ 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 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form 11-5) ❑ 1 Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. I t /J0 /0U crprrmil. Bloc Z ~ W tY� 6 U U to *****0**4****Ait A*** **AA AA A:4*A* A. A A A. A A A - ,'Atf AA AA et A A A AI 444 r A A A*i i:rTy OF rOKUtLA„ Li TUIA:OCT *4******.O. A Att4 *AA*** ******4 s'a AAA* A A AlcA AA A A4 AO A 44 Atf A A A A 44 4 A A A A A TRAN5MIT Uumher: It0100387 P'evment Method: CHECIr. 1Pi:iYTOP 3 • - • ~I • • • _ • _ . • . • - - • • - • - • .1. • - - • - • Permit 04o:: D01-09: 1tit*: H.oLLUPmEi PEN111 P rcel 14Q: .;52 (:) 4 - 0 t1 Site Atitirm: 18801 SQUIHCErTij PY rotai Th is, h.vmeht :126.66 1 oti rnts:: .tt •A***********************A**Ah**AAAAAAAAAAA1‘ Account 000/322,100 DUILDliN!6 OUOPP.; 0 0 0 / 145.830 PUM (:1-1C.C1; - 004RiiS 000/206.904 4.F20 Pa' 4V11:4■44W:Siltria‘&114 " _ COMMENTS: Type of In Zion: — ,d 'e- / (� /� 7 4 / t. ? . ( T ' / / t om , {d % i s . . , -. . A `7 -2, eti F" e l 1 / / f('', - l ` c , f )/, L4 6 Ir f A LL:' Z ( r r9 ,. -iv i / r / a.m.,: (- m. Requester: j /// Phone: 0G 1 /. -. W. , 0 1 V f1 Pro gct:. j f lh_d } 7 i 4 t.. :1.,, • • 'f ? : /1.,.• t •' . '( i( Type of In Zion: — ,d 'e- / (� Address: r 4.•' ' .4- t'C /1' Date alled: t / Special instructions: Date wanted: /2 " a.m.,: (- m. Requester: j /// Phone: 0G 1 /. -. W. , i. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO, (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. spe tor: 46-s / jts,cC. Date: / I / 2 :�f,?'/ o $47.00 REINSPECT ON FEE REQUIRED: Prior to inspectidn, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,Proje 'R . a lam. f C ! r - t i T • e of Ins @ echo : --- . C. .4- Cr I Ina tggsb 5 ...., c, e y . 1 a ca ed: Special instructions: F { c 1 fr.'(.1) ec(r • s USs r . '` D to ent : II o a.m. c Req ter: Phone: CIO ' 0 0 I tom.. 5' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188$ (206)431 -3670 171 -Approved per applicable codes. J Corrections required prior to approval. COMMENTS: kd Q ) e' RA r _2 ( ,'� 4 1 f ` " f / Z ) < s\ [Inspect° x'$47.00 REINSPECTION FEE EQUIRED. Prior at 6300 Southcenter Blvd., Site 100. Call to sC t Date: / / / / / / inspection; fee must be paid edule reinspection. Receipt No: Date: COMMENTS: eY7rction: �+ 2. RAJ 5 If rot.,) Z. bK Ccsw ,pi ro w � (..)t4-. Phut. & .— -.›/A* -- C ro 6( .. __._.. . r0i‘.3 4 04 ,. P ti. /I d /7-4 e-k A ! is eY7rction: A dress: 67 574 /]1jj I 11 L gate wanted: j 1 `/ l/ ■••L a.m Sp clal instructions: R nester: t. r)ctr I") Phut. & .— -.›/A* -- 0 I , 9 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Q o c /5 PERMIT NO. (206)431 -3670 J Approved per applicable codes. El Corrections required prior to approval. Inspector: Dater 2 ‘s) of C $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: •ro'ect: () ' Ty •e of Inspectio : Address: �_ Gs +p', •� �: I .�..J rata Oat called: 5 I/ / ( Pee C pecial instructions: f 1 e_424P CO? if lev . 6,(1-14j Date wanted: m. Requester: erlf..h.21.--f �° gal, t�� �, �r � ca / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. COMMENTS: FspectOr/ I / / INSPECTION RECORD Retain a copy with permit s `/ 4 ‘0,6 Corrections required prior to approval. y Date: hater =, PERMIT NO. (206) ri $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: oject' ft t Lc AC fr;r P�K fs a of Inspection: K r (_ K 1 t --- ( i Addr s: �,.,, / Q/ . .. c f -- Da al l d: ,l � t7, Special instructions: 1-1 et, r .�._ C t <, It K. ry r1. Cl hetic( c.t 4 c. Date_�Ianted cT ! r t 1 U 1 p:m. Requester: l ), t r\- \ Phgne: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: Inspector: Approved per applicable codes. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. (206)43 Corrections required prior to approval. //2 4 3 $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must b6 paid Receipt No: Date: COMMENTS: Typ pf Inspection ft r 11AI 1 III 04_ 7,-,' ,... „,, L, 4, 5 4 6,--te --- , 4- / // (... /,-, ,/..-df 0 ,;(.4,- 2 7. , r < ,,'` 6c7 S r ;., r.� S ..4. -rte .) d— ,s .9 A< •s Zo r fc — C/2 Ploject:f l cAt fl(.l('tlyiti✓1,,ff Typ pf Inspection ft r 11AI 1 III ,5�.. p 1 � Datp c le �27/0 \ S ecial instructions: Da te nted: Rein/ � a.m C''' . Req ter: 11 rr t Phone: Zo r fc — C/2 INSPE ION NO. Receipt No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: PERMIT NO. (206)431 -367 Corrections required prior to approval. $47.00 REINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �� Project Name -- -� \ C.- C AC { ^ Address City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ` ... Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Signature FINALAPP.FRM T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fine Chief Permit No. V ( "'�� Date Suite # 1 .13( t \ Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 CONSTRUCTION TESTING LABORATORIES, INC. . S ale Business Park rpo�xcr ` ' SEATTLE TRACTOR PART RACKS .• ' Z1Ttf' ......- - .- 18801 Southcenter Parkway, Tukwila st Client o aowc frat ? • 4 4.11:07A N/A - I, I arrived on the jobsite to perform special inspection and testing for today scheduled placement of anchor bolts for the storage racks. Inspection performed as follows: The contractor has drilled each hole to a minimum depth of 5 -1/2" and cleaned hold with vacuum and compressed air. Each hole to receive "HiLTI 1/2" 0 by 7" Ions Kwik_ Bolt II ". Workmanshi and materials are proceeding in accordance with the Rupert Bn ineer- i1 g " , sheet 8, detail O baseplato. The above work performed for the racks located at 2, 3 and 5 South from the North end , at East one -third (1/3 North from the South end. Also, the anchor bolting of the racks indicated in my report, dated May 17' 2 001 is complete and in accordance with the "Rupert Engineering" directives. ALVnAI:s • : N/A INDOOR N/A - 41 Rl'OAT ;Olt NOT r6 RAPRODUCOO EXOIPT tK OL.1 110ii • Ne WSITTKN APP Pete 11 OAT! rrPE0:11.13.01 WORD l DATE REV' 101111!001 DAT! RECO: 11.41.01 nor. All R /GtIfaNTIMA1r NAT IIRT 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (2531383.8778 Facsimile (253) 383.2231 • •f ` 0 4 . Nov. 12, 200 °vt:.ton 001-095 vt#ir •:R1�r t4 N/A .1011 OF DM r "A �W� :4.ItOOST _ OS r VI= T -1822 ��tR D.SMITH I fmd et 1 fr (_:: • V L:t4 • z.AipRATCRY A` ;y DMSmfth /JCRosi l f I1V1 MS OW . . .. Fcrsimile 1253) 383 -?.23 FROM: Cheryl __ AATi. :• November 13, 2001 PROJECT NO T -1822 _ w suancritiRafEcit Seattle Tractor Part Racks ___ _ _ PROJECT ADDRESS: 18801 Southcenter Pa rkwa Tukwila TO: SEGALE BUSINESS PART{ - -- • . AT�'N: BARRY -- TEL NO.1 AX N 3,• 206 575 -6334 ---r_ • REPLY Isi ' . ;'.O worlill FOR APPROVAL X AS PER YOUR REQUEST 1 X FOR YOUR INFORMATION NEED titORE LNFORMAT1ON PLEASE CALL ME REVIEW as CONTACT ME REVIEW &'ANSWER IN WRITING PLEASE COMMENT LtASEREPLY CINIMI 'S: THERE ARE _2_ PACES, INCLUDING DVS COVER SHEET, WITH THIS TRANSMISSION THEY An IDENTI i 1 CD AS: - -M Report 0 05 if field Report MISVERIALAY NOME: .• . • • i• . . _ . . The documents accompanying this telecopy hanlmisaion contain cbnfidential information, which is legally privileged. The information is intended only for the use of the, recipient named above. If you . have received this tetecopy in error, please notify us immediately by telephone to arrange for the return of the telecopied documents to us. You are hereby notified that any disclosure, copying, distribution,: or titiag of any Action In•retiance on the contents of this telecopied information is strictly prohibited. . Sent by: Cheryl :'pil November 13, 2001 Time; 4 P.m. CONSTRUCTION TESTING LABORATORIES, INC. Wnrrl /Data RMAgadF i irnsr(ln IFar*lmlln.(:TL 1201 East D Street, St.ite 101, Tacoma, WA 9842 Telephone (253) 383 -877• CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 12.11 -01 Segale Business Park P.O. Box 88028 Tukwila, WA 98138 -2028 Attn: Barry Ref: Seattle Tractor Part Racks Final Special Inspection Report Permit D01 -095 Dear Barry: Construction Testing Labs provided special inspection & testing services for the above referenced project from 4 -27 -01 t 12 -5 -01. We specifically provided special inspection & testing services for anchor bolt inspection. The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform Building Code. If we may be of farther service, please call. Cc: mailing list Si el ..:_ irs ck Ross, President/Technical Director FROM Cheryl ... bAT }e • December 11, 2001 PROJECT NO T - 1822 SUBJECT/PROJECT: Seattle Tractor Part Racks PROJECT ADDRESS!' 18801 Southcenter Parkwa Tukwila To: SEGALE BUSINESS PARK • . . ATT : BARRY TELNO.1 FAX 1.(�l, 206 575 - 1837 i.`• Y :. , . _ - -- ; No .' �I t'! OR • FOR APPROVAL X A PER YOUR REQUEST X FOR YOUR INFORMATION NEED MORE INFORMATION PLEASE CALL ME . 31ZVIEW & ANSWER IN�VVRITING p REPLY ' . REVI1E W do CON1ACT ME PLEASE COMMENT THERE ARE h PAGES, INCLUDING THIS C OVE R . SIIEET, WITH THIS'fflANSMIISSION THY ARE IDENTIFIED AS: Final Re ors t For T -1822 Seattle Tractor Part Racks • "I' 1 N CM - ' •- a The documents accompanying this telecopy traintiiission contain confidential information, which Information is intended only for the use ortire.res`fpient named above.. I[ ybu have received notify us immediately by telephone to arrange:lor the return of the l'eltcopied documents that any disclosure, copying, distribution of any action.hi reliance' on the contents is strictly prohibited. is legally privileged. The this telecopy in error, please to us. You are hereby notified of this telecopied information T i me , 1:43 p.m. Seat by: C heryl �•� >.. December 11, 2001 'ASte.. .._ DEL -11 -01 ruE y1 :39 P11 r_rL, 1 rIL CONSTRUCTION TESTING LABORATORIES, INC. R ries • Weird 1 Data RAViFnfi: 111f9!Df 1FacslmIla.CTt. 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383 -2231 OF Ncusn EngilEssrAng ha] FOR STRUCTURAL DESIGN CALCULATIONS RACK ANCHORAGE Seattle Tractor Parts 18801 Southcenter Parkway Tukwila, WA • SEATTLE TRACTOR PARTS P.O. Box 88028 Tukwila, WA 98138 March 2001 JOB NO. 01052 151 r`k:rtr 1 01 Fc.s C't £3. ViA 98071 7 7 7:' 7; - 71.7-3 fl: VED iF PERMIT CENTER RUPERT ENGINEERING, INC. JOB NO.: 01052 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 23 -Mar -01 PROJECT NAME: Seattle Tractor Parts SCOPE OF WORK: DESIGN CRITERIA Determine anchorage and baseplate requirements for the storage rack subject to seismic loading per the 1997 Uniform Building Code. Rack design per the Manufacturer. Concrete Slab Thickness: Concrete Compressive Strength, Pc: Allowable Soil Bearing Pressure: Steel Baseplates, Fy: SEISMIC COEFFICIENTS AND VERTICAL DISTRIBUTION: Soil Profile: R= P= RACK DIMENSIONS AND LOADS: Shelf Heights per Sheet Seismic Zone: 3 I = 1.00 Design Method (ASD or SD): ASD Sd , therefore 4.4 1.00 Design Base Shear: V = 0.205 W UBC 1630.2 (30 -5) E = p = 'Eh UBC 1630.1 (30 -1) E71.4 - 0.146 W UBC 1612.3 (12 -9) Distribute force per: Fx = V • (wx hx) / SUM (wi " hi) UBC 1630.5 (30 -15) Rack Type: PALLET Rack Depth: 3.67 feet Number of Shelf Levels: 8 Level No. Weight (wx) 1 2.50 k 2 2.50 k 3 2.50 k 4 2.50 k 5 2.50 k 6 2.50 k 7 2.50 k 8 2.50 k Ca = 0.36 8.00 inches 3500 psi 3000 psf 36 ksi Height (hx) 16.58 feet 14.67 feet 12.75 feet 10.83 feet 9.00 feet 7.00 feet 5.25 feet 3.33 feet / RUPERT ENGINEERING, INC. JOB NO.: 01052 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 23 -Mar -01 7/ CASE I - ALL LEVELS LOADED Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.50 16.58 41.45 0.610 10.12 2 2.50 14.67 36.68 0.540 7.92 3 2.50 12.75 31.88 0.469 5.98 4 2.50 10.83 27.08 0.399 4.32 5 2.50 9.00 22.50 0.331 2.98 6 2.50 7.00 17.50 0.258 1.80 7 2.50 5.25 13.13 0.193 1.01 8 2.50 3.33 8.33 0.123 0.41 TOTALS: 20.00 Mot = 1.15' SUM (M) = Mres = SUM (W)•D /2 Madd = Mot - Mres = DOWNLOAD i (Mot + Mres) I D = UPUFTiMedd /Di CASE II - ALL LEVELS LOADED EXCEPT BOTTOM TOTALS: 17.50 Mot = 1.15 *SUM (M)_ Mres= SUM (W)'D /2 Madd = Mot - Mres = DOWNLOAD = (Mot + Mres) / D = UPLIFT = Madd / D = 198.53 2.92 34.54 39.72 k -ft 36.70 k -ft 3.02 k -ft 20.82 k 0.82 k Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.50 16.58 41.45 0.557 9.24 2 2.50 14.67 36.68 0.493 7.23 3 2.50 12.75 31.88 0.428 5.46 4 2.50 10.83 27.08 0.364 3.94 5 2.50 9.00 22.50 0.302 2.72 6 2.50 7.00 17.50 0.235 1.65 7 2.50 5.25 13.13 0.176 0.93 8 0.00 3.33 0.00 0.000 0.00 190.20 2.56 31.17 35.85 k -ft 32.11 k -ft 3.73 k -ft 18.52 k 1.02 k z t it W 00 N 0 ul N LL W O ii H u. O ii, z V O z RUPERT ENGINEERING, INC. JOB NO.: 01052 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 23 -Mar -01 CASE III - ALL LEVELS LOADED EXCEPT BOTTOM TWO Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.50 16.58 41.45 0.513 8.51 Z 2 2.50 14.67 36.68 0.454 6.66 3 2.50 12.75 31.88 0.394 5.03 4 2.50 10.83 27.08 0.335 3.63 2 LIJ 5 2.50 9.00 22.50 0.278 2.51 V 6 2.50 7.00 17.50 0.217 1.52 U 7 0.00 5.25 0.00 0.000 0.00 8 0.00 3.33 0.00 0 . 00 0 0.00 • w u) LL Ui TOTALS: 15.00 177.08 2.19 27.85 Mot = 1.15 'SUM (M) = 32.02 k -ft - C7 Mres= SUM(W)•D /2 27.53 k -ft la Madd = Mot - Mres = 4.50 k -ft Z DOWNLOAD me (Mot + Mres) / D an 16.23 k W OF UPUFT =Madd /D - 1.23 k 2 M 8N o f W W u- iii CASE IV - ALL LEVELS LOADED EXCEPT BOTTOM THREE LLI Z Level No. wx hx w x h Fx M O (k) (feet) (k -ft) (k) (k -ft) Z 1 2.50 16.58 41.45 0.474 7.87 2 2.50 14.67 36.68 0.420 6.16 3 2.50 12.75 31.88 0.365 4.65 4 2.50 10.83 27.08 0.310 3.36 5 2.50 9.00 22.50 0.258 2.32 6 0.00 7.00 0.00 0.000 0.00 7 0.00 5.25 0.00 0.000 0.00 8 0.00 3.33 0.00 0.000 0.00 TOTALS: 12.50 Mot = 1.15 *SUM(M) = Mres =SUM (W)•D /2 Madd = Mot - Mres = DOWNLOAD = (Mat Mres) / D = UPUFT = Madd / D = 159.58 1.83 24.35 28.00 k -ft 22.94 k -ft 5.06 k -ft 13.88 k 1.38 k RUPERT ENGINEERING, INC. JOB NO.: 01052 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 23 -Mar -01 CASE V - ALL LEVELS LOADED EXCEPT BOTTOM FOUR Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.50 16.58 41.45 0.442 7.33 2 2.50 14.67 36.68 0.391 5.73 3 2.50 12.75 31.88 0.340 4.33 4 2.50 10.83 27.08 0.289 3.13 5 0.00 9.00 0.00 0.000 0.00 6 0.00 7.00 0.00 0.000 0.00 7 0.00 5.25 0.00 0.000 0.00 8 0.00 3.33 0.00 0.000 0.00 TOTALS: 10.00 Mot =1.15• SUM (M)= Mres = SUM (W) • D / 2 Madd = Mot - Mres = DOWNLOAD = (Mot + Mres) / D = UPUFT = Madd /D= CASE VI - ALL LEVELS LOADED EXCEPT BOTTOM FIVE Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) Mot =1.15 "SUM (M) = Mres = SUM (W) "D / 2 Madd = Mot - Mres = DOWNLOAD = (Mot + Mres) / D = UPLIFT = Madd /D= 137.08 1.46 20.52 23.59 k -ft 18.35 k -ft 5.24 k -ft 11.43 k 1.43 k 1 2.50 16.58 41.45 0.413 6.85 2 2.50 14.67 36.68 0.365 5.36 3 2.50 12.75 31.88 0.318 4.05 4 0.00 10.83 0.00 0.000 0.00 5 0.00 9.00 0.00 0.000 0.00 6 0.00 7.00 0.00 0.000 0.00 7 0.00 5.25 0.00 0.000 0.00 8 0.00 3.33 0.00 0.000 0.00 TOTALS: 7.50 110.00 1.10 16.25 18.69 k -ft 13.76 k -ft 4.93 k -ft 8.84 k 1.34 k RUPERT ENGINEERING, INC. JOB NO.: 01052 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 23 -Mar -01 CASE VII - ALL LEVELS LOADED EXCEPT BOTTOM SIX Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) 1 2.50 16.58 41.45 0.388 6.43 Z 2 2.50 14.67 36.68 0.343 5.03 3 0.00 12.75 0.00 0.000 0.00 4 0.00 10.83 0.00 0.000 0.00 X g 5 0.00 9.00 0.00 0.000 0.00 a v 6 0.00 7.00 0.00 0.000 0.00 0 7 0.00 5.25 0.00 0.000 0.00 t4 0 NW 8 0.00 3.33 0.00 0.000 0.00 N IL, W TOTALS: 5.00 78.13 0.73 11.46 1 u- Mot = 1.15 ` SUM (M) = 13.18 k -ft Mres = SUM (W)• D / 2 9.18 k -ft ZjE Madd = Mot -Mres = 4.00 k -ft DOWNLOAD - (Mot Mres) / D a 6.09 k W w UPUFT is Medd / D - 1.09 k 2 8E1 Gt W W jE u. O CASE VIII - ALL LEVELS LOADED EXCEPT BOTTOM SEVEN W Z 0 2 Level No. wx hx w x h Fx M (k) (feet) (k -ft) (k) (k -ft) Z 1 2.50 16.58 41.45 0.365 6.06 2 0.00 14.67 0.00 0.000 0.00 3 0.00 12.75 0.00 0.000 0.00 4 0.00 10.83 0.00 0.000 0.00 5 0.00 9.00 0.00 0.000 0.00 6 0.00 7.00 0.00 0.000 0.00 7 0.00 5.25 0.00 0.000 0.00 8 0.00 3.33 0.00 0.000 0.00 TOTALS: 2.50 41.45 0.37 6.06 Mot = 1.15 • SUM (M) = 6.96 k -ft Mres = SUM (W) • D /2 4.59 k -ft Madd = Mot - Mres = 2.38 k -ft DOWNLOAD = (Mot + Mres) ! D = 3.15 k UPLIFT = Madd ! D = 0.65 k RUPERT ENGINEERING, INC. 1519 WEST VALLEY HWY, NORTH AUBURN, WA 98071 BASEPLATE CASE I RACK TYPE: MAX DOWNLOAD = MAX UPLIFT = COLUMN DIMENSIONS: X= Y= PLATE DIMENSIONS: x= y= SLAB THICKNESS = F'c = SOIL BRG = Fy = SLAB ANALYSIS: Ft = 3.5'SART(F'c) = S = Ma = SOIL BRG = M= Lmax = SOIL Areq'd = X slab = Y slab = SOIL A prov = SLAB OK BASEPLATE ANALYSIS: TRY pL w/t = S= Fb = MpL = • MpL = 12'fp1^2 ApL = X * (Imax +Y) 'max = a prov. = b prov. = a eff. = b eff. = ApL eff. = fp = PIA = MpL = t req'd = PALLET 3.50 inches 3.00 inches 3.50 inches 4.25 inches 8.00 inches 3500.00 psi 3000.00 psf 36.00 ksi 207.06 psi 128.00 in ^3 2208.67 lb-in 4000.00 psf 112(SOIL)L ^2 12.61 inches 5.21 feet^2 28.72 inches 28.54 inches 5.69 feet^2 0.125 inches 0.003 in. ^3 36.00 ksi 0.094 k-in 0.32 inches 0.00 inches 1.25 inches 0.00 inches 0.32 inches 11.63 in A2 1.79 ksi 0.09 k-in 0.125 Inches 4 •Sl.t►r3 \ UPZ-tiAAT 9 f}sri.-P-Ltrro / z-( 3o LB I T rn h I erl k. T13-AAT . . al oc /P3 7 ( 4 - 1- V - - JOB NO.: 01052 23 -Mar -01 J otiecomfomP G3M Cluari1 ° erG4 Bnil@ pert CONSULTING ENGINEERSCMLAND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Aubum, WA 98001 Post Office Box 836/Aubum,WA 98071 253 - 833 -7776 Fax 253- 939 -2168 cnw -- Ta s J - r err a !T•^ 0 V r • ,:CB C C ;, .y SHEET NO CF CALCULATED BY �� DATE M Ire CHECKED BY DATE SCALE 1' s 1[11,4 T cL • pert L ungtkin ° ° E UGt D@o CONSULTING ENGINEERSOVIL AND STRUCTURAL 1519 West valley Highway North/Suite 101 /Auburn, WA 98001 Post Office Box 836IAubum,WA 98071 253-833-7776 Fax 253- 939 -2168 JCS f C SHEET HO. 8 OF CALCULATED BY DATE 1■• k/t_ r=` I CHECKED BY DATE SCALE 3 Z '� 'x ct zi A ?t — _ sL 1.4 0 z 14'8 .t— 3 ? UP 6 t'r t"' 4 -4%.1= 0 r1`.:2YL S ci"" C3 wz s^L'NT , 1 rt u , To 6 / s 5p ?Lt A 1 >r s? 6 aAS s! V Asz Arr aksePL k).) in cr a (1) 1-1 .1/4. 1 t∎ 4 o").4 I--1 eva - tv�.�► r_?u .. t�lL. -fir SHb'°% 1 - erA U 11'1. : "n•1T P r-ta U .7 A-L z 2. - t.t o`er L3 4 riSQ'�"".s u - z DA NI t,.7 D PRCCUCT 207 STRUCTURAL NOTES 00700 GENERAL CONDITIONS All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, . structures, streets, and utilities in accordance with all national, state, and local safety ordinances. DO NOT SCALE DRAWINGS. All information shown on the drawings relative to existing conditions is given as the best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Install permanent plaques of not less than 50 square inches in area in one or more conspicuous locations showing the maximum permissible loading per UBC Section 2222.5. 01312 PROJECT COORDINATION 01412 BUILDING CODES DIVISION 1 - GENERAL REQUIREMENTS The Contractor is responsible for coordinating the work of all trades and shall check all dimensions. The Contractor shall ensure that subcontractors and fabricators receive all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. Uniform Building Code (UBC) 1997 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) U O 0 (,) w N u - w o u . d 2. U ON O w L I 0 w z 0 '' 01415 DESIGN LOADS AND CRITERIA Pallet Rack Loading: 2500 lb /level SEISMIC: z Seismic Zone: Zone 3 Soil Profile Type: Sd w ft 2 Response Modification Factor (R): 4.4 a Importance Factor (l): 1.0 00 22 FOUNDATION: 9 F Allowable Soil Bearing Capacity (DL +LL): 3,000 PSF w o g 01455 TESTING AND INSPECTION n a w All special inspection and testing shall comply with UBC Sections 1701, 1703, 1704, ? other applicable building code sections and are in addition to the inspections made by o the Building Official per UBC Section 108. Lu w D Special inspections are required for the following work: a t w Installation of wedge anchors F 0 L Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The . z Contractor shall coordinate special inspections as well as standard building inspections o F with the construction schedule and is responsible for facilitating access to areas to be z inspected: Special inspectors and testing laboratories shall be certified by the Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per UBC Section 1704 are required unless fabricator is approved per Section 1701.7. 05120 STRUCTURAL STEEL DIVISION 3 - CONCRETE 03153 WEDGE ANCHORS Wedge anchors in concrete shall be one of the following: Hilti Kwik Bolt II Wedge Anchors Substitution of another product requires approval of the Engineer. ICBO Report ER -4627 Install anchors per the ICBO Report and the manufacturer's instructions. Special inspection is required during installation WHERE NOTED ON THE DETAILS. Do not cut or damage existing reinforcing to install anchors. DIVISION 5 - METALS Structural steel materials, fabrication and erection shall conform to UBC Chapter 22, UBC Standard 22 -1, and the AISC 1989 Specification for Structural Steel Buildings. Material specifications, unless noted otherwise: Bars and plates: ASTM A 36 Bolts: ASTM A 307, Grade A Nuts: ASTM A 563 Flat/beveled washers: ASTM F 436 Filler metal: E70XX Substitution of other materials requires approval of the Engineer. Ru pots g[rOgriCIOGGfftig UEia@o CONSULTING ENGINEEAS/CML AND STRUCTURAL 1519 West Valley Highway North/Suite 101 /Auburn. WA 98001 Post Office Box 836/Auburn,WA 98071 253 - 833 -7776 Fax 253-939-2168 JOB SHEET NO 6 OF CALCULATED BY 7 DATE T .-0, A V9 I CHECKED BY DATE SCALE 0 3 Z 1' k tL L '' t_ •uTS A 1 a'stri - 4 2. - t-t.o+..: 'hS.TFN.A z - u D Ht Lai k 411r� 3c-t7 (rJ -5�,�. ► z rA S3= t•• r^s,T '6 ?'a - Art.. A.sip vr% aSa_ U% Arc a s=p'v ;a 3- W r►'v• 2 el s *Isr-LA- 1 h 4 czr>4 L. 1 SN12. S-wv 9 - t t cc. c r11 S--. ra—IZQ t rz..:,••••sc Ara' S D PRODUCT 207 L. 00700 GENERAL CONDITIONS STRUCTURAL NOTES All materials and construction shall conform to the drawings, these notes, and any specifications for this project. During the construction period, the Contractor shall be responsible for the safety of the construction project, including all excavation procedures. The Contractor shall provide adequate lagging, shoring, bracing, guys and protection of adjacent property, structures, streets, and utilities in accordance with all national, state, and local safety ordinances. DO NOT SCALE DRAWINGS. All information shown on the drawings relative to existing conditions is given as the ' best present knowledge, but without guarantee of accuracy. Where actual conditions conflict with the drawings they shall be reported to the Engineer so that the proper revisions may be made. Construction modifications shall not be made without written approval of the Engineer. Install permanent plaques of not less than 50 square inches in area in one or more conspicuous locations showing the maximum permissible loading per UBC Section 2222.5. 01312 PROJECT COORDINATION 01412 BUILDING CODES DIVISION 1 - GENERAL REQUIREMENTS The Contractor is responsible for coordinating the work of all trades and shall check all dimensions. The Contractor shall ensure that subcontractors and fabricators receive all applicable design information including geotechnical reports, drawings, notes, and specifications. Any discrepancies shall be called to the attention of the Engineer and be resolved before proceeding with the work. Uniform Building Code (UBC) 1997 Edition Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) z h m w QQ 3 J 00 U) J w mu_ w O 2 m a w ' ill z � 8 o w D O S • N tu u w z U= O z 01415 DESIGN LOADS AND CRITERIA Pallet Rack Loading: 2500 lb /level SEISMIC: Seismic Zone: Zone 3 z Soil Profile Type: Sd Response Modification Factor (R): 4.4 mil Importance Factor (I): 1.0 6 m Uo FOUNDATION: 0 co i Allowable Soil Bearing Capacity (DL +LL): 3,000 PSF N 1 w 0 2 01455 TESTING AND INSPECTION g a �d All special inspection and testing shall comply with UBC Sections 1701, 1703, 1704, w other applicable building code sections and are in addition to the inspections made by z the Building Official per UBC Section 108. o w Special inspections are required for the following work: D p OH Installation of wedge anchors W W U Special inspectors and testing laboratories shall be PROVIDED BY THE OWNER. The 6 Z Contractor shall coordinate special inspections as well as standard building inspections N with the construction schedule and is responsible for facilitating access to areas to be P inspected.' Special inspectors and testing laboratories shall be certified by the z Washington Association of Building Officials (WABO) and approved by the Building Official. The special inspector shall observe the work for conformance with the design drawings and specifications and furnish inspection reports to the Building Official and the Engineer. All discrepancies shall be brought to the immediate attention of the Contractor, Engineer, and the Building Official. The special inspector shall submit a final signed report stating whether the inspected work was in conformance with the design drawings and specifications and the applicable provisions of the building code. Special inspections per UBC Section 1704 are required unless fabricator is approved per Section 1701.7. 03153 WEDGE ANCHORS DIVISION 3 - CONCRETE Wedge anchors in concrete shall be one of the following: z ICBO Report Hilti Kwik Bolt II Wedge Anchors ER -4627 rt U Substitution of another product requires approval of the Engineer. o o v` w Install anchors per the ICBO Report and the manufacturer's instructions. Special 9 inspection is required during installation WHERE NOTED ON THE DETAILS. Do not • o cut or damage existing reinforcing to install anchors. 'u u. Q u) 3 DIVISION 5 - METALS a w z � 05120 STRUCTURAL STEEL o w Structural steel materials, fabrication and erection shall conform to UBC Chapter 22, g B UBC Standard 22 -1, and the AISC 1989 Specification for Structural Steel Buildings. o Material specifications, unless noted otherwise: w i Bars and plates: ASTM A 36 ! o Bolts: ASTM A 307, Grade A ui Z Nuts: ASTM A 563 P Flat/beveled washers: ASTM F 436 z Filler metal: E70XX Substitution of other materials requires approval of the Engineer. ACTIVITY NUMBER: D01 -per Dicr PROJECT NAME: SEATTLE TRACTOR PARTS & EQUIPMENT SITE ADDRESS: 18801 SOUTHCENTER PY SUITE NO: Original Plan Submittal Response to Correction Letter If DATE: 3 -29 -01 _Response to Incomplete Letter i= ___ Revision # After Permit Is Issued DEPARTMENTS: B 'ldirtg Division N E 4 -3-o( Public Works [ n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: VYR01/11 (%X 491 Fire Prevention >V(' 4 -4-at Structural Incomplete Structural Review Required CORRECTION DETERMINATION: Approved ri Approved with Conditions I REVIEWER'S INITIALS: C n Planning Division Permit Coordinator ri DUE DATE: 4-3-2001 Not Applicable C No further Review Required n DATE: DUE DATE 5-1 -2001 Not Approved (attach comments) I I DATE: DUE DATE Not Approved (attach comments) I DATE: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01-894 offs DATE: 3 -29 -01 PROJECT NAME: SEATTLE TRACTOR PARTS & EQUIPMENT SITE ADDRESS: 18801 SOUTHCENTER PY SUITE NO: Original Plan Submittal _Response to Incomplete Letter Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n Fire Prevention Structural Incomplete LII TUES /THURS ROUTING: Please Route Structural view Required C No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved l l Approved with Conditions REVIEWER'S INITIALS: Yxg.,11I1 n.- Nr+ C rl DUE DATE: 4-3 -2001 DATE: Planning Division Permit Coordinator n Not Applicable in DUE DATE 5 -1 -2001 Not Approved (attacfi comments) n DUE DATE Not Approved (attach comments) n DATE: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up 0 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA Inspection/Modular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 00095 Footing Drains ❑ 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation 0 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof 01400 Final -Fire 01700 Final - Building 1900 Final - Reroof ❑ 03100 Site Visit 4000 Special- Concrete 04001 Special -Bolts in Concrete 4001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress 0 04004 Special - Welding ❑ 04005 Special- High - Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special - Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special - Grading, Excav /Fill ❑ 04013 Special - Retaining Wall ❑ 04014 Special -Panels ❑ 04015 Special -Smoke Control System TENANT NAME: "_._ t 1Tr e am Parip CONDITIONS Plan Reviewer: Permit Tech: (1zobJAs ) 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 001 I Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from rooting contractor verifying tire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of ❑ 0023 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated 0026 All structural masonry shalt be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds. concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all TI w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 All construction noise to be in compliance with 8.2 TMC ❑ 041 Ventilation is required for all new rooms & spaces 005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected "Applicant shall obtain a separate plumbing permit from King Co" "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector 008 All high - strength bolting shall be special inspected 009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances which generate...." ❑ "Water heater shall be anchored...." ❑ " Reroof' Date: Date: 11#1•131 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -0' DATE: 3 -29 -01 PROJECT NAME: SEATTLE TRACTOR PARTS & EQUIPMENT SITE ADDRESS: 18801 SOUTHCENTER PY SUITE NO: Original Plan Submittal _ Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4- 3-2001 Complete 1I Comments: Response to Correction Letter # C C TUES /THURS ROUTING: Please Route C REVIEWER'S INITIALS: Approved Fi REVIEWER'S INITIALS: X11 „11 DOC Y/I Incomplete rr APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Structural Review Required C Revision # After Permit Is Issued n n Planning Division Permit Coordinator Not Applicable No further Review Required n n n DATE: DUE DATE 5- 1-2001 Approved with Conditions [ l Not Approved (attach comments) DATE: �(�/ O/ CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: November 14, 2001 Mr. Mark Hancock P.O. Box 88028 Tukwila, WA 98138 Dear Permit Holder: Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 001 -095 Duane Griffin, Building Official City of Tukwila Department of Community Development RE: Permit Application No. 001 -095 18801 Southcenter Parkway In reviewing our current records the above noted permit has not received a final inspection 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 provisions 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, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection A progress inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to December 23, 2001, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 4100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fa. }: 206 -431 -3665 F625.052 -000 (8■97) Ammmumammmarammrwsmkt DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 LAPIAL *00838 04/01/2001 EFFECTIVE DATE 04/28/2000 LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 Detach And Display Co-plicate 466.95— GRAPHIr :.SCALE : ,.'.w TOO ■ ■ LEGAL DESCRIPTION TAX ACCOUNT NO. 352304 - 9068 -06 THAT SECTION OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M_, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SUBDMSION; THENCE SOUTH 04:04'20" WEST ALONG THE EASTERLY UNE OF SAID SUBDMS €ON A DISTANCE OF 490 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 8757'17" WEST PARALLEL TO THE NORTHERLY LINE OF SAID SUBDMSION A DISTANCE OF 843.32 FEET TO A POINT WHICH IS SOUTH 875717" EAST 495 FEET FROM THE WESTERLY LINE OF SAID SUBDMSION; THENCE SOUTH 282.00 FEET TO THE THREAD OF A CREEK FLOWING SOUTHEASTERLY; THENCE SOUTH 4711'37" EAST 486.74 FEET TO A POINT ON THE THREAD OF SAID CREEK; THENCE SOUTH 8T57'17" EAST 338.76 FEET TO INTERSECTION WITH THE WESTERLY MARGIN OF MESS BROS. COUNTY ROAD NO. 76 (57TH AVENUE SOUTH) AS PRESENTLY LOCATED HAVING A TOTAL RIGHT OF WAY WIDTH OF 40 FEET; THENCE ALONG SAID ROAD MARGIN ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 306.48 FEET, THE CENTER OF WHICH BEARS SOUTH 88'40'12 °EAST AN ARC DISTANCE OF 143.56 FEET; THENCE NORTH 2810'08" EAST 191.48 FEET TO THE INTERSECTION OF SAID ROAD MARGIN WITH THE EASTERLY LINE OF SAID SUBDIVISION; THENCE NORTH 04'04'20" EAST 289.11 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN PRIMARY STATE HIGHWAY NO. 1 AS CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 672088; SITUATE IN THE CRY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. 118.47 2.52 79.29 PROPERTY LINE PROJECT ADDRESS: 18801 SOUTHCENTER PKWY. TUKWILA, WA 98188 ( FE ' ) 1 inch, = 50 ft. F'_E COPY undo stand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation or any adopted cede or ordinance. Receipt c ! of con_ tractor; y of a clans acknowledged. By F/�/� / s�w�' Date Permit No Ranslows • ti K WITHOUT Fp :- OF TUf(WILA BUILDING DV L.'E•c AyiT DAL :Pvri F i �•�. SEGALE BUSINESS PARK TUKWILA, WASHINGTON. (zoo 5>5-ft O I' SEATTLE TRACTOR PARTS AND EQUIPMENT, INC. SITE PLAN DESIGNED Eft PROJECT NUMBER :t fan �ar Gt{AI6L 7 V" re�� +ce~� o11 DRAWN HY: PDA �o FILE. SITE "..CHECKED B!: ISSUE DATE 1 „ = 50 GATE 3/21/01 oF: 2, I — I 2 t 1 CO rn 0 O 0 U 144x96144296 44x9614496144x96144x96144x96 44x96144x96144x9 144x96 44x96144x96144x96144x96144x96144x961 144x96I44x96l44x96I 4x96144x96 44x96 44 96 44x96 44x96 44x96 I V: 1 rn � 44x96144x96 44x9644x96 44x96144x96 44x96144x961 44x96144x96144x96Ig4x961 44x96144x96144x96144x961 in 11+ odI 44x96144x96144x96t &4x961 44x96 4x96 J od 44x96 44296144x96144x96 44x9144x96144x96i44961 .a od 144x96144x96144x961 44x96I 0