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Permit MI02-065 - KING COUNTY METRO - SOUTH BASE - TEMPORARY OFFICE TRAILER
MI02 -065 KC Metro South Base gg 12100 East Marginal Wy S City of-etukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 MISCELLANEOUS PERMIT Parcel No.: 7340600421 Permit Number: M102 -065 Address: 12100 EAST MARGINAL WY S TUKW Issue Date: 06/27/2002 Suite No: Permit Expires On: 12/24/2002 Tenant: Name: KC METRO SOUTH BASE Address: 12100 EAST MARGINAL WY 5, TUKWILA, WA Owner: Name: METRO ACCOUNTS PAYABLE Address: SO.BASE 5432 - 50706050304, 821 2ND AVE Contact Person: Name: GERRIE JACKSON Address: METRO KSC -TR -0431, 201 SOUTH JACKSON Contractor: Name: WILLIAMS SCOTSMAN INC Address: 14407 SMOKE POINT BLVD, MARYSVILLE Contractor License No: WILLISI021 LP Phone: Phone: 206 684 -1334 Phone: Expiration Date: 04/18/2003 DESCRIPTION OF WORK: INSTALL TEMPORARY 10' X 42' OFFICE TRAILER WITH RAMP AND FOUNDATION PUBLIC WORKS ACTIVITIES INCLUDE: MOVING OF OVERSIZED LOAD UNDER SEPARATE PERMIT Value of Construction: $9,400.00 Type of Fire Protection: N/A Type of Construction: Fees Collected: Uniform Building Code Edition: Occupancy per UBC: $303.56 1997 0016 Public Works Activities: Curb Cut/Access/Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c,y. Fill 0 c,y. Start Time: End Time: Private: Public: Private: Public: ** Continued Next Page don: Miscperm M102.065 Printed: 06.27 -2002 City ofTl'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: ltea Date: vt 7-o. - 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 provisions of any other state or local laws regulating constructs •y or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: ,.,. � _ Date: Print Name: 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. doe: Miscperm M102.065 Printed: 06 -27 -2002 1 at Wp ig City of fukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WY S TUKW Suite No: Tenant: KC METRO SOUTH BASE Permit Number: MI02 -065 Status: ISSUED Applied Date: 05/1S12002 Issue Date: 06/27/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206. 835. 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997Edition). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special Inspection. 7: Validity of Permit. The Issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the Jurisdiction, No permit presuming to give authority to violate or cancel the provisions of this code shall be valid, 8: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 9: ***FIRE DEPARTMENT CONDITIONS*** 10: The attached sot of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area, The extinguisher(s) should be of the "All Purpose" (2A, 109 :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) 12: 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 Tess than 4 Inches. 13: 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, 106.3) (UFC Standard 10.1) 14: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1.6.5) 15: 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, 43, 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 complete, a reputable fire extinguisher service company will doe: Conditions M102 -065 Printed: 06- 27.2002 0§ 'oft) City offukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431.3670 be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 16: 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) 17: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 18: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. 21: ** *PUBLIC WORKS DEPARTMENT * ** 22: Moving of oversized load within City of Tukwila requires a separate miscellaneous permit. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work, Signature: Print Name: Date: 4! doe: Conditions M102.065 Printed: 06.27.2002 1 It !t CITY OF AUKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 OR STA! I USE (.)NI Y Project Number: Permit Number: sp Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: South Operating Base , City State/7_�i p: Tukwila, WA Value of Construction: $9400 Tax Parcel Number: 7140Afl —(1427 Site Address : 12100 East Marginal Way Property Owner: King County Metro Phone: ( ) 206 684 -1334 Street Address: 201 S. Jackson Seattle City State /Zip: WA 98104 Fax #: ( 2O d 684-1900 Contractor: Phone: ( ) 0 Sewer Street Address: City State/Zip: Fax #: ( Architect: Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Engineer: Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Contact Person: Gerrie Jackson Metro KSC -Tit --0431 Phone: ( 206) 684 -1334 Street Address; City State/Zip: : 201 South Jackson Seattle, WA 9810 Fax #: 206 684 -1900 MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • UESTED: (TO DE FILLED OUT IV APPLICANT) Description of work to be done (please be specific): Install Temporary 10' x 42' office trailer with ramp and foundation. Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach Mt of materials and stoma location on se crate 8 1/2 X 11 a er Indicatin uantitios b Material Salot Data Shorts ❑ Above Ground Tanks DPAntennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin •Replacement only ❑ Parkin Lots ❑ Retalnln Walls t-sR Terrtporary Facillttes Treo Cutter 1 APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ■ Channelization/Striping Curb cut/Access/Sldowatk Flre L®op/r Wydrant (main to vault)??: Wets): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 FIII cubic yards f sq. ft,grading /clearing ❑ Landscape irrigation ❑ Sanitary Side Sewer N: ❑ Sewer Main Extension —5 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 U Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: N �m Phone: Address: ' . City /Sta e/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 building official may extend the time for action by the applicant fora period not exceeding 180 days upon written request by the in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepte 9/9/99 miscpnrr.doc Date applicati�&AP' and is subject to by limitation. The applicant as defined Application take y: (initials) All M/SCIL/ANFO(JS T'IR APPIICAIIONS MUST BT SUBMITTFP ITI-I TIIF FOLLOWING: > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D L�i11V51 .Pj, 1MS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT i STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) i ~1:11\111 1I'I'I I( \IION •\NI) RI(p)1121l) ( 111( RI ISIS 1012 Above` Ground'Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and.a ratio of height to 'diameter or width which :exceeds' 2 :1 ` I'1R \1II RF1'IFkV Submit checklist No: M -9 O Antennas/Satellite:Dishes Submit checklist No M -1 0 BUlkhead/Dock Submit checklist . No: M -10 An' Q•• Centntierciat eroof;: Submit checklist No M =6 r DfnoIftlon Submit checklist No: M -3 in 'Fences- Over 6`feet in'- Height Submit checklist No M -9 ri 'LandiAltering/Grading/Preloads Submit checklist No M -2 0 "Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufa ctured:HoUsing.(RED`INSIGNIA ONLY) ' : Submit checklist No: M -S Moving Overritred:LOad/Haitling -4.., • ° _ Submit checklist No M4 'PaHting'Lilts '' -' , Submit checklist No: M-4 O Retaining WaIlt- "Over 4` feet ln height Submit checklist No: M -1 0 Yeinporary Facilities Submit checklist No: M -7 O Tree:Cutting Submit checklist No: M -2 Current copy of Washington State Department of Labor and Industries Valid Contractors License. If not available at the time of application, a copy of this license will be required before the permit is Issued, unless the homeowner will be the builder OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". tSsiki 4 tOwninVAut'horlitOg.nt If the appilcant Is other than the owner, registered architect/englneer, or contractor iicensi.by the' State of Washington, a notarized letter from the, property owner authorizing the agent to submit this permit eppllcatlan and_ln:the permit will be regulred.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. JUIL'DINCOO , R OR AUTHORIZED AGENT: MEW'IL.} ��_�. _ ,fit - -t-'4 . Date: An' Q•• Print name: ' Phone: (4:0b! 6 4., y „ ,,33 Fax N: ( 434, lob ,1,Po , p Address: / c In r. 5;- City/State/Zip: 54).4777,-4,, 9:9/99 04,, s°4q miscpent.dbc •. 4t 111‘.4, of ;, 1.9 9 r � s3 City ofTukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 1 (206) 431 -3670 Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WY S TUKW Suite No: Applicant: KC METRO SOUTH BASE RECEIPT Permit Number: M1O2 -065 Status: APPROVED Applied Date: 05/15/2002 Issue Date: Receipt No.: R020000886 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 185.75 06/27/2002 03 :15 PM $0.00 Payee: KING COUNTY METRO TRANSACTION LISTs Amount Typo Method Description Payment Check 4009 ACCOUNT ITEM LIST: Description Current Pmts 185.75 Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 181.25 4.50 Total: 185.75 i doc: Receipt Printed: 06.27.2002 City oflukwila 6300 Southcenter BL, Suite 100 /`Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600421 Address: 12000 EAST MARGINAL WY S TUKW Suite No: Applicant: KC METRO SOUTH OPERATING BASE RECEIPT Permit Number: M102 -065 Status: PENDING Applied Date: 05/15/2002 Issue Date: Receipt No.: R020000647 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 117.81 05/15/2002 10:20 AM $185.75 Payee: KING COUNTY TRANSACTION LIST: Amount Type Method Description Payment Check 4068 ACCOUNT ITEM LIST: Current Pmte 117.81 Description Account Code PLAN CHECK - NONRES 000/345.830 117.81 Total: 117.81 ? 35/1 7 l• :l , TOTAL doc: Receipt Printed: 05.15.2002 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECD Retain a copy with permit PERMIT N0, (206)431.3670 'W w e t: /1/114( o SO . , Ype o ins ` on: ess: Date Called. OA .,. truct ons: Re (3 1 Pale4Mr l Q r ate "ante : a,m. • 10 p.m equeste 5,00&;) Le Y'1- ; A / Approved per applicable codes. Corrections required prior to approval. Inspector; Date: i 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECD Retain a copy with permit CI'T'Y OF TUKWILA BUILDING DIVISION 300 Southcenter Blvd., 0100, Tukwila, WA 98188 (206)431.3670 El,' t:.. ; 'type of Inspection: II is Ave, /'. F. •rest. . i . fiat= a e!: MICA nttryFyoilivrn 1 7M �v�t//77 Ase edez. 4/1674M ,4'. $ ' ate ?ante .: MM. .../ 0. ,, , p.m. Re, water. A :\ 6, V - ..7.Pa 1 Approved per Applicable codes. Corrections required prior to approval. MIL! IN Ellal I PR WW1 I I I I I I I I I I I I I I I I I I 111 I I I I II I I I II $47,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be Paid at 1300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: File: MI02 -0065 35mm Drawing #1 -5 GARRISON ENGINEERING CORPORATION STRUCTURES • Cib • STORM DRAINAGE MECHANICAL • HVAC • INDUSTRIAL 806 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360- 8$5.2121, Fax 360. 8$5.1658 STRUCTURAL ANALYSIS, Gravity And Lateral Analysis, ADA Access Ramp FILE COPY understand that the Plan Chock approvals are `lect to errors ad omir,.:.w- .....,...� ..,,.,« ,. .1 of St1� •• plans does not aufbori7 O (4, w-Ir r' ;KS cod r2'• , , ii' .,1S i'.'.. tr?lr c: -r For: Heritage Modular Co. 80 Glacier Park Drive Camano Island, WA 98282 GEC Job Number: 200300 uary 19, 2001 Ja r1 • INDEX: Design Sketches. Manufacturer's Data. Callouts for Design Sketches. Specifications. Calculations. Total Number of pages excluding Notes. Dlscla/mers: EXPIRES 8/30% 1•---1 t /29jD1 CITY (W TI WILA APPRovE ) JUN 1 2 2 Per ii c.0 t, ;.f•• rral. Pages SK1— SK2 Pages M1 • M5 Pages 8 - C, (Reference Design Sketches) Pages D - E Pages C1 — C19 cover sheet; 29. CITY ov TIUKWILA MIRY 1 5 2002 PI1ITAUT CMNTER • Garrison Engineering Corporation (GEC) takes no responsibility for items not specifically addressed within this report set, • This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums), j18200300CaIlouts 1.18.01.doc / } 4'- SEE DETAIL 66' FOR HANDHOLD DETAIL S/4' LENGTH VARIES b' *LLi\LL1 i i i ii ii i i i� 1211 MAX SLOPE MUM A LENGTH VARIES MAK -4' -9 1/2" PROFILE VIEW (INSTALLED1 • SEE DETAIL `A' LEVEUNG FOOT a ) 6 ANGLE BRACKET ......... ......- r............- ........ ( j *LLi\LL1 i i i ii ii i i i� 1211 MAX SLOPE MUM A LENGTH VARIES MAK -4' -9 1/2" PROFILE VIEW (INSTALLED1 • SEE DETAIL `A' LEVEUNG FOOT el. .. I-' In' —I DETAIL •A' tt3f[uHG10QI MIS OCT /414 13' -11 I /4' 4 3/4' e AILIALW 6 3/4' 3' -, 1/r - rte4' -6 --. 1 imileilm• . . 1' -3 1/a' 6CE OCEAN. •0' FOR CONNECTION DETAIL SEE DETAIL 'D' FOR HMI0110/0 DETAIL 3/1' .• I 1/111Y1') s.. - Nowa 1' -6 1/4• VENN 31I Ut MICLL 60C11E1 •6' -o'er {' • IbISIONt 3/4110) ) NNW 11111111111I11111 IMO IIIIIII'�II 12:1 MAX SLOPE 1'(10) It MO 1141111 LLI\I I1 DOLTS 1' -2 1/14' 4' • I/2" E EILLYIE14-042IQLI.ER) 543: (M AU, 'I' AW G f001- falc MNyCq, *rit x `A� /A��lli .. f mu t:••.t r. . , ', r... , , or rid owl w. w so 4'n WI «r Ws h.. WM r•ur TOM COYLE AQA AGOD60 RAMP .... 1... .' �� °i`•:::^ 111WIMMOIN411 i.�. w�wy 200300_ AINISCIfift «o.»�w .iau -. 4'104 .11a..... OF wr �-f In a:.. a ® &Maw . YNOYAI� uaa U r UU Ub:. a SENT AY: WESWECC CORP.; • 1 home's L.ute 380 ON 9888; Zou -ati r -EGZO CEC•S•0A 18 :03; PAO? 1 Pa :1 7M h.. CiTy of �UKWILA MAY z 5 zooz PERMIT CENTER i!sw 9 aidoMcagit ireirveyors & %engineers 806 Metcalf St, Sedra-Waoley, WA 98284 (060) 855-2121 Fax (360) 855-1658 jog On o t-21.9(..) SHEET NO. CALCULATED OF DATE 7■/ etp DATE CHECKED OY ' ••• fg•Val......11.0 5/11**.• -1 -les se, r- I rer tele 11,,,,,cometanontm707 4.210911 ....22.1.02••••••/.1k • eee SCALE. •Pladmommig.~••1••••■■ 4:4 ,,rE-Acncf4 rit1.440= 2 .44e lc . e tee, •• .11 /1 esnrodir 11.11.11.11.41.e. 11...1•11. ..1 • • ' tci • ; ..101.1101.1.1111.1..... .1* mtvwegia- ssommr7vms7,71.r17,77,•••smorinentyre,IMICAO 4 ...•41,77•mrsr 1 • 1 02, • 44Jr. 1 1 f 4161PLOWV =anew, reel lea Ireteerserre ft."."'"a•m\K ' • Ott . • it • t: tee et: t4 1.4 011,40.4.1.1 4. VI 4 4- re ter re +wet, mere* sr tryst entemeneteemett le ft./mete t • tt , 4.4 t t Item 11. • ...1.7.1001.33.3..... 1 4 3 1,7.101.1.1.1.111,11.1.• t • ..1.1., 11.1711111.0.10,0,17.0 . I .4......,..i.t, erne enr,e.loors77,71samorersareive,77.7.77 I 77.7177.7•17nommuk.7,777,4••••■-7.4.17,7•777.7.07,7e—amodo I I , I I 17•77p7,77.7rotemsorono, I . I . I . • I i . I • ",,711......-.4s4.111,......1•51rW.I.774,”•••••••-, ,. ,b... 4,0 ....... ip......... • ............. v.., w...,.........., •,....e lo...........r • •••• -ewer.. verreer.ver "44 r4r. 7.7" 7— eeeeeleiresevese 4,444•04044.4,44,444e*meetelleleeeerneent .. ill . t i 1 t f 3 1 ; -,----. -r ...._. In. 4 Immo, .,,,....t......_••..•,.. f,........--,—....,,,,—.77--41••••••••77.1r7,—......--7. 7 • --R El vEly • -n..^-"-.1-""'""?'" i 1 . 1 °in' F TUKWILA ' . i •i6 r4I 6011 • MAY 5 • P.RMIT•CaNTER- • • II .002 ‘Ab "*- .11■111. 14. • 1 • • mai 15102011P*Iiraml 11 1 Ate M3 fax transmittal TO: TOM COMPANY: FAX: _ ( 36a ) 3ai.2295 MO DATE: 11/8/00 LEAD + : ENGINEERING SERVICES NOTES: _ Load tables r ourroguesl. ........ -- from the desk of: Tom Allison Engineering Services Manager CS Metals Corporation (800) 851.0341 or (618) 357.0479 (direct line), (818) 357.8495 (fax) ?101C.1S N4 "vxst �+: , „.1:: L CiTyRECOF T�KWILA MAY 2 5 Zoo PgRMIT CiNrER TRACTION TREAD LOAD TAKES Plank Description Plank: Traction Tread Wdth: 12" Gaup: 11 OA '2.:L.,lunaal H gh 8e: 0,641 inn Mmax: 10860 Ib•in 3'w 4.4, 1,.1/2"cuiam M 8e: 0,3310 k► "3 Mmax: e641 Ib•In S'.0 d'.0 10'4 1.9/2..i11 s1�. � I t a t4otee: 2'4 3'4 4'•4 $'-0 7'-0 1'.O 9'4 10'-0 92 _— M6 2 18 14 1 _ e8 71 { . 16 0,2 . 8 .4 a O.7i8 .0 31 ,403 1,833 2.310 " 2 864 1 e2 i iWr- ""'ie _'" _' "' ae4'"" 609 ' 446 306 336 0.002 Er 0.367 6y3 0,825 _ 1, 22 ,1.456 , 1.856 291 1.9/2..i11 s1�. � I t a t4otee: 2'4 3'4 4'•4 $'-0 7'-0 1'.O 9'4 10'-0 U • unttorm Load, pet G • Concentrated Load, lbs D • Deflection, In, 1.) ANawab.lads ere based on the latest edition oIA161,1986 Edition w/ 12/11/(18 Addendum. 2.) This table Is a thearstical calculation of the allowable loads and dstlsotions tor tine swilled spans, Thera are no test results to verity the actual toad carrying copeb41111es, This table should be used as reference orgy. 3.) Loads and deflections are baud on side channel deflection only, and does not account fur strut loading of the grating surface. '90 2 1.193 e9 .23 ee 2,121 24 44 2� 3.3131 5 0. ' . 0,630 '1 2 �6 36 311 273 242 218 2.14_8„' i —. .. 06 x.23 0.4 Warn 0.066 ; 1,299 1,897 U • unttorm Load, pet G • Concentrated Load, lbs D • Deflection, In, 1.) ANawab.lads ere based on the latest edition oIA161,1986 Edition w/ 12/11/(18 Addendum. 2.) This table Is a thearstical calculation of the allowable loads and dstlsotions tor tine swilled spans, Thera are no test results to verity the actual toad carrying copeb41111es, This table should be used as reference orgy. 3.) Loads and deflections are baud on side channel deflection only, and does not account fur strut loading of the grating surface. • TRACTION TREAD WAD TABLES Plonk Descrtplion Plonk; Traction Tread MAdth; 1r Gauge; 13 OA Eabinnat!lalgb( 8a; 0.27 MAe Mmsx 6335 Ib•M ZAbaonaLLlalpbl 0 C D 3'•0 3!-0 JAM Chasse! H& hJ 8e; 0.1740 103 Mmoto 343$ Ib•ln 4•4 64 11•41 rio 10'•0 6 9 06 T 222 14 ag 7:11T- 73 0:7-35-- _ • . ,1,1 36 — 0. --mote too .067 O. 20 3 0,220 i r _._. OAT o f 368 6'! -car �' 264 0. 86 0— 2 2 — 0,732— a 73 198 — 0 020 1 113 "—' 0,048 ales ,� 11r hwaw+1l 4 hl 3'-0 u c 0 Nast: 4'•0 •••0 8•A 7'4 3'•0 10'4 573 266 43 6 4 47 --IT— Z3� ow; o, o."' 0.e84 .116 11 2 513 �:���� 01 1 143 127 ' 15 0..5. O. 23 i 0.34• O. • • 0083 0.892 .126 , 1.394 U w Unlloim Load, p11 0 14 Conantratad Load, Ibo D . Wootton, In. 1.) Allowable loads we based on the latest edition of AlSI,19880 Edition w/ 12111189 Addendum. 2.) This table Is a Iheorollogl calculation of the allowable bade and deflections for the specified spans. There are no test results to verity the actual load carrying capabilities. This table should be used se a nfennce only, 3.) Loads and deflections are based on olds channel deflation only, and does not account for strut loading of the orating surface, ig • GARRISON ENGINEERING CORPORATIt~.,4 806 Metcalf Sheet, Sedm- Woolley, WA 98284 Ph.360- 855.2121, Fax 360-8554658 STRUCTURAL ALLOUTS. 1. GENERAL. 1.1. The following Callouts are keyed to the structural sketches herein. These Callouts must be implemented in conjunction with said sketches, and the Standard Structural Specifications which follow these Callouts. 1.2. The scope of work of Garrison Engineering Corporation (GEC) is limited to a gravity and lateral analysis of the component items of the ramp and platform, GEC takes no responsibility or liability for items not specifically addressed in the calcs, sketches, or call -outs. y 1 1.3, Analysis of the members and system was performed with a maximum live Toad of 100 psf. Allowable snow load varied based upon the given member's properties. 1.4. Seismic analysis was performed based on a zone 4. 1.6. All analysis was performed in accordance with the 1997 UBC, 2. SUPPORT RAILS. 2.1. General, The support members will be extruded Aluminum in accordance with the attached specifications. 2.2, Members. Member analysis performed on sections as supplied and shown on sheets M1 and M2, 2.3. Ramp Anchor Angie, A 1 1/2" equal leg angle, 1/8" thick Is to be placed over the ends of the ramp planking and secured to the rail support as shown on sheet M2. 3. PLANKING, General. All calculations based on GS Metals load tables for Traction Tread planking, see M3 — M5, 3.1.1. Ramp. All planking analyzed for 1 1/2" deep are suitable for 100 psf live load alone. 3.1.1.1. 11 gage. Suitable for 100 psf snow load alone. 3.1.1.2. 13 gage. Suitable for 55 psf snow load alone. 3.1.2, Platform, All planking analyzed for 6' clear span, and anchored with screws to resist lifting only are suitable for 100 psf live load alone, 3,1.2.1. 2" deep, 3.1,2.1.1. 11 gage. Suitable for 100 psf snow load alone. 3.1.2.1.2. 13 gage. Suitable for 55 psf snow load alone. A ►,} aim) ►uA 3.1.2.2. 1 1/2" deep. 11 gage suitable for 70 psf snow load alone. 4. COLUMNS/LEGS. MAY j 5 2002 4.1, General. 1,411r,,►r CENTER 4.1.1, Legs to be 1 1/2" square tube, 0.120" thick and 4' maximum length, 4.1.2. Ramp analysis performed to account for 1 :12 down slope and level ground. 4,1.3. Leveling feet assumed to be placed on suitable firm ground (min. bearing capacity of 1,000 psf) or temporary footing resulting in a pinned connection, unable to resist moment. Feet likely to displace during severe lateral loading, pg200300Cafouts1.16.01.doc B It ig GARRISON E..•3INEERING CORPORATIC 806 Metcalf Street, Wm-Woolley, WA 98284 Ph.360- 855.2121, Fax 360.8554658 4.2. Platform. Legs. suitable for 100 psf live or snow load, not both, including earthquake load. 4.3. Ramp. Legs suitable for 40 psf total live load in a zone 4 earthquake loading. Legs are okay for 100 psf live or snow load, exclusive of the other load, without lateral loading. 5. HANDRAILS. 5.1. General. Use 1 1/2" square tube, 5/32" thick walled, minimum, for posts and horizontal rails. 5.2. Anchors. 5.2.1. Secure posts to support rails through 4 "x3 "x1/4" anchoring plate with a minimum of two 1/2" diameter, grade 5, zinc coated bolts. Bolt spacing to be a minimum of 2" apart. 5.2.2. Secure planking through the support rail seat with a minimum of 2 — 7/18" diameter grade 5 bolts, at each plank end, in the vicinity of the middle hand rail post of the ramp. 5,2.3. Welding. All welding of members and anchor plates to be performed in accordance with Specifications, All welds to be full fillet welds. jtg200300Cailouts1.16.01,doc CITY OF TUKWILA MAY 1 5 200? PERMIT CENTER C !t GARRISON ENvINEERING CORPORATIO. 808 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360- 855.2121, Fax 360.855.1658 STANDARD STRUCTURAL SPECIFICATIONS: 1) APPLICABILITY OF THESE SPECIFICATIONS: a) These specifications shall be adhered to for all work addressed in this report. b) Some sections of these specifications may not apply to the scope of work of Garrison Engineering Corporation (GEC). Use of these specifications for work outside of GEC's scope shall be at the sole risk of the Contractor. 2) LIMITED SCOPE OF GEC'S WORK: a) GEC has analyzed only the platform and ramp as individual and stand alone items. Both component's handrails were reviewed for adequacy relating to prescribed lateral loading conditions. b) All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of GEC. 3) VALIDITY OF CALCULATIONS: a) These calculations, sketches, notes, and specifications are valid only for the project indicated herein. These documents are not valid, and shall not be used for any other protect. 4) COMPLETION OF GEC'S CURRENT SCOPE OF WORK: a) Submittal of this report to the Client completes the present scope of work and budget of GEC for this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis at GEC's current fee schedule. 5) SHOP DRAWINGS: a) GEC recommends that the Contractor or builder submit shop drawings to GEC for review and approval prior to fabrication and erection of the structural aluminum portions of the protect. Such review and approval of shop drawings Is beyond GEC's current scope of work. 6) INSPECTIONS: a) GEC recommends that the Contractor, Builder, or Owner retains GEC to provide on -alts inspection services of the Items which we analyzed / designed. It is the responsibility of the Owner, Builder, or Contractor to arrange such Inspections. Inspection services are beyond GEC's current scope of work. 7) BASIS OF DESIGN — APPLICABLE CODES: a) This design is based on the UBC, 1997. All construction shall adhere to the minimum requirements of the 1997 Uniform Building Code or other jurisdictional agency. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems. jfg200300Callout3l •16.01.doc CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER • GARRISON EINGINEERING CORPORATKJ$4 808 Metcalf Street, Sedro.Woolley, WA 98284 Ph.360. 855.2121, Fox 360.855.1658 8) STRUCTURAL ALUMINUM: a) General. All fabrication and erection of Structural Aluminum shall comply with the requirements of the Aluminum Specifications. It is recommended that shop drawings be prepared under the supervision of a Washington State Registered Engineer, and should bear his stamp and signature. b) Materials. All materials shall comply with the following standards except where noted otherwise. Extrusions, angles, channels, tubes and plates: Alloy 6063 -T5 (F4,2216 ksi) or better. c) Welding. All welding by a certified welder. All welding to be in conformance with current ANSI / AWS D1.2 code using 4043 filler or better. All base plates, beam end plates, aluminum end connectors, stiffener plates, and bent plates at column ends shall be shop fabricated unless otherwise rioted or shown in the Plans or structural sketches. Weld size shall be equivalent to or better than the element being welded, and shall be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of welded elements. d) Bolts. Bolts to be ASTM A325, or Grade 5, unless otherwise specified herein or on the sketches. Provide locking washers under all nuts and anchor bolts, unless specifically prohibited elsewhere. j19200300CaI lou is l • 16.01,doc RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER E 1 imera,kagit rveyors & Ae'ngineers PLANNING ♦ SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855.2121 Fax 360 -855 -1658 E Mail: sseOfldalgo.net JOS Cam` I t- SitAleyft, SHEET Kt , C\ OF CALCULATED BY ''F'� DATE , CHECKED 9Y . PATE SCALE )Y; iY1 evN.t'br� - 4 =11 le it. r t►t ,J `L 1< 4 •,6 suw -` :�,s • 9 • by ▪ Ai 1 ,4 1,30:1 s z 2"0 +. /01k204 °'''y Y%► % '"'/i 1 /of s,<,•) 1M 0/9/, , vid 41; 1. wis �Z /a eft. 141 1/44.40v Gv 14% cos. wtAL*, p�o,".Af,k JDAJ, ,z 0 "")/z. psi' i;%4 Lops. / G C (' GoNt. 8v441.....,4 n.4 113* c ks� (sad AO 0+ 45 s; Jam'' f(9.f.;0/4 a A ,, 1.95' u L 1.4°45' r• 146 0 kt,d %q. 1.40.4 lilt. i,ITY or rogwILA MAY 1 5 2002 PERMIT CENTER A,,4• cal NESS CUSTOM"printinp sinks TOOL FREE i.e wise- n Nees ra. Pout:tw in. Pr i 03451 Rot. not a taco iness goss rveyors & morngineers PUNNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INOUSTAIAL 808 Metcalf St., Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360. 855.1658 E -Mail: sse®Ndalgo.net Je v 0. •••.. SHEET No. ._.._. _ - CALCULAtEO SY \• • CHECKED SY or . DATE DATE SCALE se f 1 I r ••∎t: .db:;� D L i.Cf:: ti 1. j.f.l.' ;�uti(Ii. ,oL �IS i 1.4C; I e . 4'C. Pd, 1pAhl L 2.I4 y z LIU C s`J ti O AtAb1s.s -4 St XIX z1(,, • Ara o41 • y t, IAA, r . ., 1•0 4 3A3 ■tLA,.cP.) LAI.% 0,1 4(i, kr; )3i^�"ps4 0.4 4%3,14 141}' 4s 3.14/(i‘.7-4 3.14 kips 1„,,(7.1($1 (i,aP; Q,.0 39q Ps4° 783.° Po 0* 4 S: 3 e /o /vo) 3G Olt RCCE,VEU CITY OP TUKWILA MAY 1.5 2002 PERMIT CENTER ...<1•417/ 45%3.3 G G JO/ : O it' A%0,OIL4,./10 %wow cal NOS CUSTOM pii tin9 sr** MU. 140041•1 4371 NOS Ira. INtwaaouyn.+a+RIO& itt• t* a 32SV:4Go et 1 !I Kagit rveyors s avnglneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL •�. 806 Metcalf St, Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360 -855 -1658 E•Mail: see El lidalgo.net Yoe W.I. I L — •raM MV� SHEET NO. or cALCUUrED BY t. < ; CHECKED EY - DATE SCALE 14 , • /JOty: bLe4A.ic apt 4 c' (I qA C'_. �� M-`> )Lfee-s 14% IA a,yr t :V tIiz1 c 4 Z iA Oa-4C. e. it 4 X N� r a,, vs 5reat. . - # 3 1,441 rf,o. .).41 3 /a: puit. (':k;} 0.013 l �;r'�tr1 a.c i" 3, $et4 scwo 4o p, f t) = o, s 1,64 % 3, Y4 3 -r )5/ #(_s4 ..e/pc-c. L +D%dte 353-erP m9 -> 190 /Ore EQ 59,10.0 `it'd ; . qr_ 1;4' .14 Z 1 /1, red • 4 nEHo« Cal NESS CUST$M"'orinSAR servk, Mull FREE i•KOP+WWar'l NE$& inc. Masoa,sh. N, puss. CITY OP TUKWILA MAY 1 5 2002 PERMIT CENTER Rel. Nix 321:e4400 ✓- ns,a�a _ rveyors 4. ;E' gineers PLANNING • SURVEYINi • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 MetcaII St, Sedr0- Woolley, WA 98284 (060) 855.2121 Fax 360. 855 -1668 t=•Ma1l: sse0fldalgo.net n2t� t ..J �da4 Jut, SHEET ND. -. CALCULATED BY CHECKED BY . or DATE DATE ScALr \r►a i. .25.' . e e* Pt x .'S"es (_ 34--) \1bs P4/ /oiv /,s .S",14 a ~1.13,0r'' ? % (4J 41,;,j Is %r 16 3 s( ?, r4 e.l1) ij 3 'r(7) v. 111 r.( z /0' Ort. LI air °. \• Li(l3 -021 1t (4540s vii SA.otA., 4 Az (to's) (s1 A -14 1 /0g s-C • I9l 1%—bi Its .277 Al/,,..464(24,1,—« 3 ipt /V/ Cry gra. /00 .5...94.4)0v. 444 RECEIVED CITY OF 7UKWILA MAY 1 5 2002 PERMIT CENTER b ROOKUM Car NM CUST *M" printing s.rvke W. Fagg I•Orkamar7 Nrax P stwag1, ow 03151 w,+. ra:a TZSZO :wo ApPmrtul or ) rveyors 6 :engineers MANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro-Woolley, WA 98284 (360) 855-2121 Fax 360-855-1658 aseeldalgo.net JOB ......,..r . • • • ,..... A, veer No. -1". Cr op CALCULATED BY . . 4 OISE CHECKED BY one SCALE 1/45 412- It' (■ te:sa ) 1'3 / 4240 Pi 3 ps.'= z. nPd O. e 3( aba.■ hkr 2 .2/ (2,14 zir) eCR 5^46%.1,104 a re. s. 130 to4 C. )43 t'zi QCPOp5 g .4 €104 (rt.. (31•' 4. • t ‘‘si t,.41 22. PA (.• p \Au % v.t) 10 rf RECEIVED CITY or TUKW11,4 MAY 1 5 2002 PEM.ST CENTER et? 61Z7 riq 14 r42 . 14( .51,..4-#"/ --C; It. 13 fo 01/004NA.5 Firmly* Cal NESS CUSTOM"pristing servke Wu. PRE! 1444.0431 NESS. tr4t. Pettrtarou0. NH 0304k tht, Or $21ISSCO f +K nre agis rveyors & „engineers PUNNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro•Woolley, WA 98284 (360) 855.2121 Fax 380455.1658 E -Mail: sseOtidalgo.net Job SHEET NO. r../-N OF CALCULATED BY .,r CHECKED 9Y - bAtE SCALE % at r. 0,01.( 14.1" = 0 ,Orrigp ',,,/%)ip. fiS jgLOS ZtL+) /o .. IS 4' 2014(0 10 111S�lks y * 1 ;'t(, r;) s �) 1kX44' S d Z,s'r_,IAL� `tA .1132.S1_45 w e u ,z 7:,' % —4 A a. la %tote GS e N V e 4. +. I (.53,75, (L6) -4 ?3o'' I'5 1 : t / #7 i /yes'-+ /0 4:10)0 is ci/SIC..r et .2- 5-ttadr) ,Le r t u��� .t2. %g.2' a • 0.0zo g ;L/aa 614 se) C., 0.3to/2,. (44 So :.J '' 4me 1.)l R %374, NvaI As 1 t n 1 BRANS 60) a , 0 ,," CITY OF TUKWSI A MAY 1 5 2002 PERMIT' C1 NTLI% RIQ1d r Ca NESS CY1T *M "'pringng setvke tOU. MREE t400 -w titre 'OU ' N1 ostii. ap, w► ti 320:0.40 ig .- — ..ny.., rveyors d Mingineers PLANNING, • SURVEYING • CIVIL • STRUCTURES ♦ MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro•Woolley, WA 98284 (360) 855 -2121 Fax 360-855-1658 E•Mall: sae *tidalgo.net .wn `-V • • ••I••{..••• $►Immo. O CALCOMED SY CHECKED tlY DATE DATE -- •- scut R,e) M P ‹-AstA - *v6" (/ 41 60 q(j, 305:i = 11,(4-45-6;) got I. 3,yn kirle raw Atli LEG 400 ! ce,vre Z Le.,4 l.I 1. r44:* •' Q�/L " I,oz2 kips 444 RECEIVE() CITY of TIJKWII.i� MAY 1 5 2002 PERMIT CENTER Root*. car NOS CUiT *M"'prigdnd srnicl TQU PRES 14.0Nsiar Nosing. healmwOR ►x11034* Rot roc a =02400 1 Kag1t rveyors &..,=ngineers PLANNING • SURVEYING • CIVIL • STRUCTURES ♦ MECHANICAL • INDUSTRIAL �. 006 Metcalf St, Sedro- Woolley, WA 98284 (360) 855.2121 Fax 360.855 -1658 E•Maih sse fidalga.net JUtts ... SHEET NO. C._ OP, CALCULATED SY c' ,e O*rE CHECKED SY OATS SCALE ��'R` "'(5) kE /L ,: �A I IA i"'!.: •s Pi • A r 1.i 1, ; .)z z (8 i z s I'� '(r *rl /Z,. • 11,54s. % % P! /f 4. a • 40,24,4„,,„ c • 6.09 1" � If kol' toAIA c l 04 filow.o•or _..w CE, R. X4-5"'" Z 3 Sk Peen Ce„jrrra. L iltre4,,;r an. C►parE' tan 4,../..sc./i01' ,0. I%49;( .'19 / i /z Q..►dd QICA44 5-74'gr -r) 444 SCE Irv+ 112r Tq ;— C.vl NITS CU$T *M`printfng xrvke TOLL FRE O 4ma r NOS Iv.. RN,00m.o.!el o34* i 0 �. c A t • P30,s'004= i.r /, S';‘ 0s' Z.0 -1",r9 � A + 0,4S, I 1. Oi r•Jr+ IA RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER ■ Pot. No: a 32S Q +03 isr•ritartay NZ rveyors & ,engineers PLANNING • SURVEYING 1 CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL •-1. 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855.2121 Fax 360- 855 -1658 E -Mall: sso fldalgo.net SHEET No. I-=- . of CALCULATED BY - -- J I DATE . CHECKED AY , DATE SCALE z Um> `0 zt Vit .1 r 13, # i m-! 64 $14. 4, �l �c1 Wilq 4 0,410 pf 0,0/ 9 asp, 4 7i-e4N " , cri 1 ' ed. 90 lam: /s,,. scq It e 0,2. it. f ���.:C�. tr4w IA 0.--:1~ .T 6. A ri f9 I, ze 3, a ' . 3 4,7.513 /r 1-1,.c.t4 ' s,-4 z4 V4, 4 sit401 s.s r, o0 / 51;51- 'Ko.f.40 nl 1 w.(44 z. NexcliK C.0 NESS CUST4M`prinWuJ service Zou. FREUD tdco•e1Eaar? NEtss. r'e.. Kiwoona:r" p 014 5& am/ t4 ■ GAD ti gt.43f • a. re $4,011 to Ns . fig' C' 4. e4: s11.1/s' xi/fro. s gzAgm' 4:' '(' 4 %� C� o... • o, gi� RECEIVED CITY of TUKwp A MAY 1 5 200? PERMIT CENTE, tft: a 32820.400 Kagit rve rveyors & 'ngineers PLANNING • SURVEYINO • CIVIL • STRUCTURES • MECHANICAL • INDUSrAIAL 806 Metcalf St., Sedro•Woolley, WA 98284 (360) 855.2121 Fax 360. 855.1658 E•Mail: sseOfdalgo.net 109 SHEET NO. --- .1 Co CALCULATED BY J CHECKED BY SCALE , DATE DATE r . .► _ !� Om. AN ,va. �'�;'� 41:sy;� -:;t .- tt b — co CoorN q 9'o(.c z s (, - '?'rr to Akm94 44, A1.4.1 -340 (2 _t) RECEIVED cir1 Ur TUKWit A MAY 1 5 2002 PERMIT CLPflrn Art, e4vo 46-1-0 1-u- cr' 0 ,..i. v - 16°(.4 es..,vt'io,, kis, er,r7-,...„; vs 1? ?Ltt /2 L 4crciz c 44,- .c., ?.. oti‘4C1L, 04 /,f Q,az 0.4y 0 .ere2 ,; it/r a, 5'' 1,15 7 f/, A A 3q; 1 pea4e, Cal NESS CUSTiM printing service TQU. FREE 14Q0111111d3t7 NMI NC. Pstetfooroop. 03+511. Ro. tow G 32,402460 _)Kag,t Aim /� �' rveyors &,ngtneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 88284 (360) 855.2121 Fax 360.855.1658 E Mail: sse 0 fidalgo.net Jog SHEET N0. OF CALCULATED BY r g DATE CHECKED BY DATE SCALE . P.trtAe 23. ) e ,14.E Vi414..% sii*ee Wt T41 C-I /14.4,e, t� `7...14w ra O i L-c ! voW L -30z tr-A• K, 1 G ry , r i \A$ Pao o) r k 517X 4 %sus' •3 : (0014 .,% 44e. 4t oN Z.sst." 51*ft�.. Wee, Ott rest "'Cr) 1 s .OR. P Sr 141 Az. — ,4s A' / o►J-- 's s�O'R,. 41"A the* lapq a • /AD' eirK s-1•Ar C° Zt j'' 4?Q2) 285' - ' _ 7...3 r 5:4:0 NJ fr:;//Q.. 01.6-711trr CITY tlF TIUKWILA MAY 1 5 2002 P1 t1MIT CENTER 41. Ore Na Mawr C. NESS curom-ptInting sank* mu. FREE 1.4103. 0143,7 NESS tic.. P *,I UroUQR NH OM Rot No: Q 32 240 -nag's rveyors �. :Er ngineers PLANNING • SUAVEYINO • CIVIL • STRUCTURES • MECHANICAL • INDUST'PIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855.2121 Fax 360. 855.1658 E -Mail: sse011dalgo.net JOB SHEET NO..___r' ° ` Z.. OF CALCULATED SY DATE CHECKED BY DATE SCALE \N '/. 93131'12.5-,1 3,(D P41. 0A(l,$)11D t: 93,2 5 J :• °'' . (kk1L 2:1 k: $ 25":"3 (2 •5%,‘ 3.0� $1 . I %bp.rt Ea, ONO Cr � VI .4,°13 "Cop. 0"goord n,)3(AA iil 3c 2;Add< ,e**, '( ioNz.1 lzs-.4 7, 4) • 0 le. 0. 34 • !3. to C 1 % z t\ 4 Zfirrr4' ftiq,4,4Z' ei(6 44eKvi..°1443 6443 RI RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER ati.•vt•,.r Cp A., R•na« C ►t NEUS (UST6M"priifMy iervke 'MU. FREE i-00o M w NE8& Ina. Pmsroa y% ►,si Coosa 114 No: G 3201'0:406 � Hragnt �`, � rveyors & n sneers PLANNINQ • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 8554121 Fax 360.855 -1658 E Mail: sse ®Rdalgo.net .108 SHEET NO �~ ` 1 3 OF . . CALCUL TED BY 0 CHECKED BY OAti 1 J, SCALE eez ►1 �i�Jo (o A bS C7 N p.� �.. G C 1� �r1 11 4 , S` s�RG�r — 41!p•irtc64 /0"lb = it/ i Pct •t.� p.s= �a'- q 7-3,1 ; (6. *z5,J ; 1,11 A I i t 8.,, +!"' 05, 2 j AI, ,. /r't Cat 5,10 I AC) 427 • 1 VS) a, moo S I.. /a /iie/le.. % -, --1 / ?IA e I *AR s* d' (G /0eierr RCC N /3 4 e //2 r44,, _ 1 oweda 4#3b 66" /lZ f P L s'S : k oZ.o= j Zl, du, /�L,2 Z 7} 1 1o3 a2, Sn..426a /03 • G6o,,,t i i3 `/ G VZ r7 4/. RECI!IVLR cree OF TUKWM MAY 5 200? aeowon Ca NUS CUSTOM printing service TOLL FREE 14004 M s 3 t r Mas tic.. Ptk+e xart.+II 0345& Roc tirc R 32x02400 me��K+ag�s iii kieyors &•,Jhgfneers PLANNING 1 SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360- 8554658 E Mail: sae O idalgo.net JOS SHEET OF CALCULATED BY DATE CHECKED BY - CATS SCALE. .4 k. w G4%.$ 24 0 A a %j ,y 1L ..'S 1. .4t gis' /(24)Z +lSt Z(N)s1 -+ r /00(16 s. -1. r 2J2c's)s] 4 vs.xo 113 % VIA• 14" eirW I is) 1 Q 7.- or' C a 1" t,?' C'e" 4 16411) '!'r*1 RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER to miaow Coa Nt$S CUSTSM"'ptinting service TOO. FR4E 14004 &ai? NE6$ hc. P ti oawrn tai 93134. ht. No: a uVO:sco rveyors 4. Engineers PLANNING • SURVEYING • CIVIL • STRUCTURES MECHANICAL • INDUSTRIAL 806 Metcall St, sedto- Woolley, WA 98284 (360) 855-2121 Fax 360 -855 -1658 E -Mail: sse ®ffdalgo.net JoS wtt$w .LJCWh L4 SHEET P40. CALCULATED BY CHECKED by OF DATE DATE SCALE , a - :t5 wogs C,rS� tL• t.s.t :1 1' %) % tj' I 12w t4/4/:-�s _5 !30, S t' t. )i4 D 2pa Suctwair 24 1404 p..14 t (S1 ,;o /s/z l k CoriJt2 % S . i 1 of.) j3 14 I 94 n/S/n.g K� I (W'j '� ��3 .3,s-61 S /6d JI €d.N(.Ss S,, S; Ob.f R-411* 6. z$ G g4) /6 I'. 916* ft.) SirkisaS 441494 ..71,e-z° z k,(01'" ere i(541 4 Co/6 "0. 'fC'i' x) 10 t 4 kn' zVzr* d /141 r II 1,13 RECEIVER CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER 0.451'- ,12. 7 aa / I L C.laSC t,�.�avG a- 1.3 3 -4,...£.** a 32C04400 TpAiid.' car NOS CUSTSM" printing%sMce Tou FREE iaoa 7 NOS. NC.Fhgromvush.NMCOWL 1 1 § ��Kagtt .WIDwrveyors &.jhglneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360 - 855.1658 E -Mall: sse.fldalgo.net JOB ri SHEET tNO. e _ I' of CALCULATED EY. OATS CHECKED SY - - , one SCALE Mrs g -r' ,, s'` ,ter 1. S- "x b izs' 'T's,, esv 4 r ,e se-eC-y~r" itezest. coo 116 /c.A. = 4.0 /N'i(o 4A. 14 46,E WCIoIp Cat. 6 OOLCI rze= pus 4. 1.3C /et, k6; kJW ' ,s f x. 3, 4 c./k A �� —Jo' 5-4 -1 £4? Rai t OA ` ee; S, ae.01. &4443 J gi( .21 s • site INek) of 0.1z • 2.1 'Co kip" ft t NG, Cdi 0/f to ifee) Pgc,i?,(k) 1' o,333& RECEIVED IITY OF TUKWILA MAY 1 5 2002 rutttAIT CENTER , ' r DAr, cite p, A92 (I' ,,2 e,0 g...0-14 , . - ,.7 .._.... _ - z Parks Z o.,41 V3.:. u.n8'' e. s'` mr3.3 .? Igloo it 0170 73z. 0.57 Z.* ftI d Row« ca NUS CUSTell printh+g strvin rott. FREE Hop- NEUS r+ .. INtneoiapn. 04034N- JOB 4 0445 Rel. Mc 4 328202x04 .t ig morm��ca 't rveyors L engineers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL r► 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855 -2121 fax 360 - 855.1658 E Mall.• sseA11dalgo.net JOU L•'." 2!' ' - I / N Nv SHEET NO CALCULATED SY CHECKED SY scALE OF DATE DATE 1 i"(a(14,t. oni.4) 00 Ids /6 (WS) �. 1L(a fl 3= i l z Ks i atver q0 ,4 /Ot'J ce .;o 4) ke+' 3we re0 4 }10, A..4.44op. P',rr )C0 tild.r 7c 0lS 1 ?% 1414 a o 0.1c 0,11fr 0.21;++ 6•k,) V a q,045' k, As 'Fl. � • i ��d p ?,ma /ks' Jr , A • 1, 0.03k 3Q, IN. .eZ o.n{,tS ••1 z 044,0w I) RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT MIT CENTER T ;cC,N' /03 ,,E '//,*"•G" 2 ir4Z5 241574,0tV l ,70 (fir) .1;;:ea $ 1/,46(97 o it, hce.- Ot vl e- rst b %cosi Om NESS CUST4iM`pAnting service TM FREE I-0004M-an NESS Inc.. FiluOOroup0. NH COOL Rrt. No: a 321m:+oo t a 1g ig e wagn '1 rve ors do ltn sneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855-2121 Fax 360455.1658 E Mail.' sse efidalgo.net JOB I v rr sHEEr NO �- � of CALCULATED BY DATE CHECKED BY , DATE SCALE //o i1111�y. - 4Z4) W "r; Ze.r/ Pt hve't 4/Alb 12.4 11%4 Fratt4 , M /mss' �E1'r7 /`mr #114.4ry .a r 454/1".94 0-0o 7114.4 • atoli2Co t QV5 t .5600'1% 534/9 116 4 3 /bke.' (410w A304) � 41,x,,1 (Cswito Oar ,ft, Awe 440 .sc•zI . 0,Srp so, % oI 2 CITY op 'YLJKWILA „► Z 3'0145 MAY 1 5 2002 %,r A O•bb a 00.0A *4•46%.1037 o r 4 Q, M1 N W et-Z, s 4' ,.4q k�l, a Q, ti • 4V /afDgo1 0.15r CR-os s 6*i 0G v$ * y3 ,(42_ 11, , g rks, PERMIT CFNTUR bao.1CaNESS CU$T &M''ptinUng strike 7OU.Fagg t- 3OQdMurt NESS PPs «oo.ougn,NH=It Rd. Mx z 321ZGt4GQ 1§ et rveyors 6c,i'nglneers PLANN/NO • SUAVEYINO • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 808 Metcalf SG, Soft-Woolley, WA 98284 (360) 855.2121 Fax 360.8554658 Mall: sse•8dalgo.net JoR, sHEm No r'. \ OF CALCULATED SY DATE CHECKED AY - DATE SCALE NYil a w \'A 1. 1,4! (i .l►,\ M . /O,Z. 4 t%`'F!-!.e'tL £:; ;44 Z. 'A Glow . I.A1 tiql(ivc II G, b k,; b. /a (6-xl :' n.& *aa' e S i AInit 1041 f` y( /r)O1(, • 342 'Art let C4c: Dtt= 1 , bK. L. I 64 RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER fo Wtmd« car MIS CUST4M`p4I4uInq stnkt TOIL. FRU w00 7 N4• b'C, RtMOwu 4. NM 03451 Rd.fn:G 32/1402460 1 R... PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -065 . DATE: 5 -15 -02 PROJECT NAME: .. KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 1,2100 _EAST MARGINAL .WY_S XX Original Plan Submittal _Response to Incomplete Letter #_,-,_ Response to Correction Letter #'.__, Revision if After Permit Is Issued DEPARTMENTS: Build' Pub CI I Fire Prevention AM. t: r -I 1-02 Structural 't, Planning ©vision Permit Coordinai r (ite DfERMINAIION OF COMPLETENESS: (Tues., Thurs.) Complete [2( Incomplete ❑ Comments: DUE DATE: 5-'16.02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED;, o LETTER OF COMPLETENESS MAILED::, Department: determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials;„� TUES/TNURS ROUTING: Please Route [le Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: ang A S QR CORRECTIQNS: DUE DATE: fi+-13 Q2 Approved ❑ Approved with Conditions [i Not Approved (attach comments) ❑ Notation: . REVIEWER'S INITIALS: DATE;:. Permit Center Vie Only CORRECTION LETTER MAILED; . Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials; Documems/rouIins slip.doc 2.2842 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -065 DATE:. 5-15-02 PROJECT NAME: KC SOUTH BASE - TRAILER SITE ADDRESS: . 12100 EAST MARGINAL „WY_S XXOriginal Plan Submittal Response to Incomplete Letter #'_ Response to Correction Letter #'_ Revision # ..___ After Permit is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ OffERMINAT1QN Q COMPLETENESS: (Tues., Thurs.) Complete , Incomplete ❑ Comments: DUE DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete; Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff initials;�.,,� TUES /THURS ROUTING: Please Route 0 Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS AR CORRECTIgNS: Approved ❑ Notation; REVIEWER'S INITIALS: Approved with Conditions DUE DATE 6- 13 -02 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections; Bldg ❑ Fire ❑ Ping ❑ PW ❑ DATE: Staff Initials; Pocumenls/routins slip.doc 2.2&02 V at PERMIT NO.:, ntioa'04.S BUILDING PERMITS INSPECTiONS ❑ 1 Progress inspection Status ❑ 2 Pre-construction 3 invesdgadon 4 OK to Occupy 5 Remove Stop Work Order 6 Follow-up 7 Pre -Move Inspection 50 WSEC Residential 60 WA Vendlatlon/1ndoor AQC 70 NLEA Inspection/Modular Struct 71 Mobile Hone Tie Down Insp 72 Marriage Lines 90 Reateel 95 Footing Drains 100 Foundation Footings 200 Foundation Wails 250 Foundation Insulation 300 Concrete Slab/Slab Insulation 350 Cm wl Space 400 Sher Wall Nailing 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Extsrlor Wall Sheathing 600 Masonry Chimney 610 Chimney Installadon/Atl Types 700 Fasting 750 Roof/Ceiling Insulation 100 Floor Itwladon 101 Walllawtation 102 Exterior Roof Insulation 803 Olukig Inspection 115 Lighting and Controls 900 Susp oded Ceiling 000 Interior Wallboard Fastening 001 Exterior Wallboard Fastening 110 Pro -Move Inspection 115 Motor Inspection 120 Pro -Demo 140 Pro- reroof 400 Final-Fire 700 Final- Butlding 900 Final-Raroaf 3100 SIN Visit 4000 Special-Concrete 4001 Specw- 13olts In Concrete 4001 Special-Mom/Resist Conc Frame 4003 Spacial-Reinf Steel Prestress 4004 Special - Welding 4005 Special - High - Strength Bolting 4006 Special - Structural Masonry 4007 Special•ReinfGypsum Concrete 4001 Special-Insulating Cone Fill 4009 Special -Spray Fireproofing 4010 Special - Piling, Piers, Caissons 4011 Special- Shotcrcte 4012 Special - Grading, Excav/Fill 4013 Special- Retaining Wall 4014 Special- Panels 4015 Special -Smoke Control System TENANT NAME: C. ,_ Zoe{ 0g=b71A- 77.vis ,cr t' coNbmoNs 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & 1 10004 All mechanical work shall be under separate permit 10005 ...,,All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected O 10007 All structural welding shall be done by WAI30 certified inspector ❑ 10008 All high- strength bolting shall be special inspected O 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...nodfy Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report 0 10012 Any new ceiling grid and light fixture Installation ❑ 10013 Partition walls attached to ceiling grid 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & cafes shall be on site 10016 My exposed Insulation backing material shall have 10017 Subgrade preparation including drainage, excavation 10018 A statement from the roofing contractor verifying tiro retardant class of roof / 10019 All constntction to be done in conformance w /approved plans 10020 Structunil observation shall be provided for this project 10021 All food preparation establishments must hive King Co 0022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete 10024 All any applied fireproofing shall be special inspected 10025 All wood to remain In placed concrete shall be treated 10026 All structural masonry shall be epeclsl Inspected 0027 Validity of Permit 10028 Rack storye requires separate permit 01k10030 No occupancy of building until tlnal Insp by B1dg Div ❑ 10031 Comply with requlremenu of TMC 16.04 O 10032 Remove alt weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval end compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain Insp for water /sewer connect ❑ 10036 Manufiwturen installation instructions required on site 8 10038 A c of o will be required for this milt 10039 Final approval for all 11 w /in the limits (Idle SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all now rooms do spaces ❑ 10042 Fuel burning appliances © 10043 Appliances, which generate O 10044 Water heater shall be anchored ❑ 10045 Rcroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech: 17(4 Date: D Date: % —^! °v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -065 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: ..121.00 EAST MARGINAL WY S XX Original Plan Submittal Response to Incomplete Letter #___, �„- Response to Correction Letter #_�,- Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural Planning Division Permit Coordinator ETD E MINATI.ON =O _COMP_LETENESS; (Tues,, Thurs.) Complete ❑ Comments; Incomplete DUE DATE: $ 6 2 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE:._... APPROVAMPIS TIQN. .5: Approved ❑ Notation; REVIEWER'S INITIALS: Approved with Conditions )2( DUI* DATE:,__ 6 3A ,._,_. Not Approved (attach comments) DATE: S Permit Center Use Only CORRECTION LETTER MAILED:., Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff initials:__._ ., .. Documents/wuling iiip.doc 1.18 -01 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -065 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: , _12.100 EAST MARGINAL WY S xx Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention ❑ ❑ Structural Planning Division ❑ Permit Coordinator DF.?.E<RMINATjaN QL SOML'`TE: (Tues., Thurs.) Complete Be. Comments: Incomplete 0 DUE DATE: 5- 1.6.02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTINGS Please Route ❑ Structural Review Required ❑ No further Review Required (r REVIEWER'S INITIALS: DATE: ___51,140L,„,__ APIRMAL B, COIRECTIONS: Approved Notation: ❑ Approved with Conditions DUE DATE: 6:13A2,..,_ ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 24842 I 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -065 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 12100 EAST MARGINAL WY S XX Original Plan Submittal ,Response to Incomplete Letter #_, Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLEfiENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete 0 DUE DATE: 5.1 6•y2 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILEDt. LETTER OF COMPLETENESS MAILED :. Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: TOES /THURS ROUTING: Please Route ' " Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: ,,12,,„ DATE:., APPROVALS OR CORRI~CTIONS: DIE DATE: f 713.02 Approved ❑ Approved with Conditions °I Not Approved (attach comments) ❑ Notation: DATE: <Via/ 01- REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED :. Departments issued corrections: bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/fouling slip.doc 1.18 -01 1 gy .. • ..:•. ... d.. •. ./•• • REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REG /ST. $ EXP. DATE CCO1 WILLXSI021LP 04/18/20;0, . EPPECTIVE DATE 06/17/19981' 4ILLIAMS SCOTSMAN INC l . • 14407 SMOKEY POINT BLVD ; MARYSVILLE WA 98271 • il•' t , .4, pi + 4 Arin 2 3 '44 + M 4 4" i Si , • . .4 ** TOTAL PAGE.02 ** • • • ", " ••••' Balance Due: $ • Need Current Contractor Registration Card: 1)(Yes No Need to Enter Contractor Information in Sierra: 4Yes co No imiriummormiummomaimom City of Tukwila Fire Department ri Steven M. Mullet, Mayor TUICWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name ‘L /��j Address /r•° Thomas E Keefe, Fire Chief Permit No fil- it %+ /i/j-___LC_____21.1 441.02 — c / r,,.✓c• Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice Approved with correction notice issued Sprinklers: /N# Fire Alarm: 7_ Hood & Duct: A- Halon: /1 Monitor: L,/ Pre-Fire: ___A4_,_. Permits: -71 PA im." of/ /'4" e-X5. k i 10 /v Pi�, "4y Authorized S gnature FINAL APP : FRM Rev. 2/19/98 .?dc72 -. Da e T.F.D. Form F.P. 85 Headquarters Station: 4404ndaver Park East • Tukwila, Washington 98188 • Phone: 206.5754404 • Fax: 206•STS•4439 \/ File: MI02 -0065 35mm Drawing #1 -5 II 0 Inch Sl V[._.: 1 11111111111111111111 l l •i d• I' 1/16 1 3 'r Y� 111111111111iiliM IiiiiiiiIIII111111111111111111111111111111iiliii1111111 1111IIIIIIWIIIIIIIIIII I I iiii►I 6 12' -0" N 0 A 0 A A No. EXIT CLR ADA CIRCLE - • 5'� 0" CLR' -- m- �N•TM� -)t ADA CIRCLE t j EXIT :47 J BATHROOM TRAILERS SCALE: 1/4'= V-0* BATHROOM TRAILERS: 1. NTRANCE TRAILERS TO BE ADA COMPLIANT W/ RAMPS & RAILINGS PROVIDED do INSTALLED BY CONTRACTOR. 2. TRAILERS SHALL MATCH FIXTURE COUNT OF EXISTING FIRST FLOOR BATHROOM TO BE REMODELED. 3. TRAILERS • TO BE SECURED BY TIE DOWNS COMUANT W/ UBC - REF STRUCT. 4. TRAILERS TO BE CONNECTED TO EXISTING SEWER, WATER & POWER - REF CML, MECH, ELEC. kunderstand that the Plan Check approvals are subject to errors and omissions and approval of tans does not authorize the violatipn of any ,T adopted code or ordinance. Recei of con,/ tractor's copy of approved plans now dged. By Date Permit No. NO - H sac -as IISOONS 0 ^G'ES SHALL ' =''E MADE TO OF ' CA `,t'p" {�I�F��:�r T it c ,,A5IF.,A.. i /� 1p i1 _: Ic a pig. V.�i _______________ f--- 9•� ~'•-g••,,��,,_ �f•-• ,r,rte,�� \ ,I.. P A c. t'°'. `E -- - bi2.dL. _ . EQ5 E : FO: 1.._ 4 \\N\ 1 rya.. 1 Li I niihG I GAS PIPIG T K ill. Ai t VISITOR & STAFF PARKING 1 EXISTING C GENERATOR - \\;o)` REF ELEC — { VM STAFF TRAILER (NIC) .,1 DOUBLE STACKED •-" TONTPACTOR TRAILERS JVODObOvOvOvOv0vOvOieOvOvO%' ... 0 0 0 "0"''0" "401 00 '0< O` 00< O >0 CONTRACTOR STAGING AREA VEHICLE MAINTENANCE BUILDING r, BUILDING ADDITIONS 00< • 00< 00< <>"< >00< ti/< ®0< 00< P•40 0 < 0< n OO< ExlsCROSSWALK Nc • ♦.. < ♦'i olawa, •? • • • .0 • .t� • • —p d 2 , i' Illin L., / / / 1 J±L1 J I 1 .r' EXI HA 1� OPS BUI (STAFF TRAILER NIC) O - 0 4' :?�o!:*:( LEVELED FOR (2) ADA .. -- ...�QRTABLE TOILETS _ _ v j OPERATIONS BUILDING STAFF • TRAILER (NIC) EXISTING TRANSFORMER - REF ELEC CONTRACTOR' L TRAFFIC FLOW ISSUE BUS & PEDESTRIAN SAFETY GEN' 1L PHASING NOTES: 1. THIS DRAWING IS FOR GENERAL PHASING INFORMATION ONLY. REF ADDITIONAL DRAWINGS FOR SPECIFIC SCOPE OF WORK. 2. REF DEMOUTION DWGS FOR EXTENT OF DEMOLITION 3. REF PHASING DRAWINGS FOR EXTENT OF ARCHITECTURAL, MECHANICAL, & ELECTRICAL PHASING. 4. FIRE LANE TO REMAIN UNOBSTRUCTED AT ALL TIMES. 5. REF SPECIFICATION 01100 SUMMARY OF WORK FOR MORE COMPLETE DESCRIPTION OF PHASING REQUIREMENTS AND FOR PHASING SCHEDULE. 6. REF SECTION CONTRACT TIME AND SEQUENCE FOR THE BEGINNING AND COMPLETION DATES FOR EACH PHASE. 7. THE BEGINNING DATES FOR EACH PHASE REPRESENTS THE DATE WHEN THE AREAS OF WORK WILL BE AVAILABLE FOR THE CONTRACTOR TO BEGIN WORK INCLUDING HAZARDOUS MATERIALS ABATEMENT AND SELECTIVE DEMOUTION AS WELL AS WORK AT THE ROOF LEVEL FOR ROOFING, MECHANICAL AND ELECTRICAL WORK. 8. PROVIDE TEMPORARY BARRICADING, EXITWAYS, FENCING AND OTHER DEVICES TO PREVENT INJURY OF BUILDING OCCUPANTS AS WELL AS TO PREVENT OCCUPANTS TO ENTERING CONSTRUCTION AREAS. REF DIV 1 OF SPECIFICATIONS. 9. PROVIDE TEMP POWER, HEAT OR OTHER SERVICES TO OCCUPIED AREAS DUE TO EITHER CONSTRUCTION ACTMTIES HAVING CUT -OFF THOSE SERVICES OR NECESSITATED TO PERFORM WORK. REF DIV 1 OF 10. SPECIFICATIONS. REF DIVISION 0 AND 1 OF THE SPECIFICATIONS FOR PROPER NOTICE PRIOR TO SHUT -DOWN OF UTIUTIES OR SERVICES REQUIRED TO PERFORM THE WORK. LEGEND: --o-0 -0-o -o- EXISTING BUILDING (OWNER OCCUPIED) LIMITS OF CONSTRUCTION CONSTRUCTION FENCE (WHERE NOTED) - PHASE 1 & 2 LIMITS OF CONSTRUCTION & CONSTRUCTION FENCE (WHERE NOTED) - PHASE 3 FIRE LANE 1- - - - 1 1 WORK NOT IN CONTRACT L _--J ir • AREA OF WORK PROPOSED CONTRACTOR STAGING AREA (WITHIN EXISTING BUILDING) AREA OF BUILDING ADDITION SITE PHASING PLAN SCALE: 1" = 30'•0' 0' 15' 30' 60' REVISION BY APP'O DATE 1000 Lenoro St. Suite 223 Seattle, WA 98121 (206) 622 -9450 (206) 622 -9462 lox Architecture Urban Design Pinning PS BLDG VM BLDG KEY PLAN 334 \ARCHITECT AR E REGISTERED] �JMIES K TT BRYAN sort E r oK DESIGNED: PROJECT MANAGER: SCALE: AS NOTED DRAWN: APPROVED: CHECKEO: 1815 NO: WORK REQUEST: • RECOMMENDED: CONTRACT NO: C23007C ONE INCH AT FULL SIZE F 1 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: 1 1 0 Inch 1/16 V a l i, l i � tit t L— -�- • r- _ i, L tr o • IIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIII�I�II. IIIIIILII1IIIIIII111111ILIIIIIIIIIIIIIIIIIILLIIII1IIIIIIIIIIIIIIIIIII�IIIIIIII I�IIIII��II��I��I�iil King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE SITE PHASING PLAN /112:02:-.06, DATE: 05.10.02 98% OWNER REVIEW SET DRAWING NO: PAS1.1 SHEET N0: Of �g fq LENGTH / 4 LENGTH = 42-0" LENGTH / 4 FOUNDATION SCHEDULE ® SUPPORT RAILS BY MARFAGTURER. RAILS ARE LOADED WITH 450 PLF, DEAD PLUS LIVE LOAD. Q JACK STANDS PER DETAIL 2, SPADED AT 610C. Q OPTIONAL PERKIER SKIRTING PER DETAIL 3. ® TIE -DOWNS PER DETAIL 4, TIE -DOWNS MAY BE LOCATED WITHIN 3' OF SHOWNN LOCATION. TIE -DOWNS ARE TO BE INSTALLED AT 45' TO RAIL VERTICALLY.. . DIAGONAL TIE - DOWNS PER DETAIL 4d, TIE -DO1145 MAY BE LOCATED WITHIN 3' OF SHOWN LOCATION. TIE-DOWNS ARE TO BC INSTALLED AT 45' TO RAIL, BOTH HORIZONTALLY AND VERTICALLY. e1:I W PROJECT CRITERIA: 11164 DESIGN LOAD 2350* TIE -DOWN CAPACITY I,I6* 0E516N LOAD 2350* TIE -DOWN CAPACITY ASSUMED ROOF DEAD LOAD: ASSUMED FLOOR DEAD LOAD: DEIGN ROOF SNOW LOAD: DESIGN FLOOR LIVE LOAD: DESIGN WIND SPEED: WIND BASE SHEAR: SEISMIC ZONE: SEISMIC WEIGHT: SEISMIC BASE SHEAR: 12 PSF 10 P5F 25 P5F 50 PSF 80 MPH EXPOSURE 8 (13.2 PSF) 6101* TRANS. / 1453* LONG. 3, R : 29, CO : 036 (1911 UBG) 15480* 3432* A:P UNIT SUPPORT BEAM PER .BUILDING MANUFACTURER BEARING PAD PER 1 /5I WITH FULL BEARING ON EXISTING GRADE JAGKSTAND YV/ 4000# MINIMUM CAPACITY, INSTALL PER MANUFACTURER'S INSTRUCTIONS BEAR1NG PADS ACCOMODATE 6-FOOT SPACING UNIT BEAM SUPPORTS UNIT RIM BOARD /JOIST 2x4 PT HF MUDSILL, ANCHOR TO GRADE W/ VIP GALV. ANCHORS @ 32 "oc, DRIVE 8" MIN. INTO GRADE SKIRTING DETAIL 5 ABS BEARING PAD SPECIFICATION PROVIDE AB5 GROUND CONTACT PIER PAD BY MANUFACTURED HOUSING FOUNDATION SYSTEMS, INC. OR EQUAL. PADS SHALL BE RATED FOR NOT LE55 THAN 3500# CAPACITY IN THE GIVEN SOIL CONDITIONS. ASSUMING THE SOIL HAS A 2000 PSF ALLOWABLE BEARING PRESSURE, SUCH A PAD WOULD NEED A 1516" SQUARE FOOTPRINT.' PADS SHALL BE IMPRINTED WITH THEIRLOAD RATING BY THE MANUFACTURER BEARING PAD HAS 3500* CAPACITY ASS SEARING PADS t(; r f �,�,.1 y 4 7' 263 JSTER EXPIRES Oct. 21, 2003 VISSER ENGINEERING w.. TIE -DOWN STRAP TIE -DOWN ANCHOR RECEIVED CITY OF TUKWIt.n MAY 1 5 2002 PERMIT CENTER JACKSTAND AND PAD WITHIN 8" OF TIE -DOWN 5H0/AN TIE DOWNS CAN RESIST A 2350* MAX. LATERAL LOAD 4d DIAGONAL T I E- DOWNS ,-- TIE -DOWN EARTH ANCHOR, SELECTED IN ACCORDANCE WITH SITE - INSTALLED I1 / MANUFACTURER'S CRITERIA TIE -DOWN STRAP 1 FOR THE GIVEN SOILS CONDITION FOR AN ULTIMATE CAPACITY OF NOT LESS THAN 4700 POUNDS. TYP. j— JAGKSTAND AND PAD WITHIN 8" OF TIE -DOWN SHOWN TIE POWNS CAN RESIST A 2850* MAX. LATERAL LOAD 4 TIE- DOIANS Building Foundation for U) I-1 I--4 11 0 0 coo O) SHEET TITLE FQRTAE (:,E FOUNE7ATI QN 115M1042 -61482 JOB HBO.: MIN DESIGW.ED: IO -2q -OI DATE: SHEET MISER: 1'1 0 Inch 1/16 I:.. 1 . L.. :',f. SL Vt T l t,i t 11111111111111111111 1111111111111111111111111 1'1 �i �iililiiiii_iiI iiiili iii .i 1 3 r r r, ►rr; e l 0 1111111 II 111111111111111I11I1111I1I1111111111111LLI1111111111111 11111111111111111111�1111I1111�11111i 1111 I ' I 4 6 L. ,O11M1111.■. ..1.1.1.11.111M1101•••1•111•0111.1.1•111111•1111•11■101.1110. • x 4 DOI P: A Tf , '2" '1ARD3D. 1), 1.. • 2 R S1;1. • -22 uNi ACED :NSUL WhISOUELN R • • (I.4tN ) iNSUIT 1/2" MODULL X 1/4" PANELING R ! •• ACED 1" •/I41,1 A TION SP ALL 30 GA. GAIN S • 3; 8" OD ..- • WO. BOW TRUSS It•-•,:.....„,;•• .4..- r• -' 0 16" O.C. milli et .te p 'I - ..".., . • -- -. 2 A 10 R11011i Alt 1 , - !" .81 RCA ASS S.'A DUC1 • - 1:3 10-01- 5.'8" " ACID Ice.): DE C:KIN0 ,.ii;t\fiL 2 x (#2 Df.'" , 1, 1/4 46• 01'114!NC USE (2)2x6 (Si) w! 1/2" Pow() 1-11..1R t.L3'i i • • _ • • _ 10" • fJLIM - - 75 • 1/2" BUILDING SECTION WINDOW HEADER DETAIL WEST ELEVATION SC AL L i 14" • • r U" 1' SCA; f .)" 36" h USE (2 2 \ 4 (s))L) 1/)" F It R `... DOOR HEADER DETAIL x 4 SID. 16" 0 C. US[ )12a A ACP ..:Dr Or S ,1.1C1 '11;1;•• 11 I. DBL TOP PLATE CHORD SPLICE NTS FASTENER SCHEDULE 1) DBL 1-1..00R JOIS1S 41 ENDS 1 AS1IN Vs (3) 7d(2 1; 4•) I) 24" u.r 5.01.• .../ADHCSIvr 7) 1 .00R Rtal .•00R JOiS1 1 01.0011r, „C,ST PERILIETER r AS1r*,.. 11DG. PirteMEIrR & PANEL t.I.KA S W;(7cOwiS1 NAiL 0 (.) PAN(i 1 IE I n w1(I6GA)2' g.'" (; 4) S1OEWALL 10 Li OOR: FAS1TN W/02d) 0 8" 0 C :NS1A..:. 15-x14" (33(:A)CAL'i SIRARS 0 All KINGSTUDS & EVERY OTHER 16" S1UL 4 TEN K/(16GA)I- C SIAPLUS 0(bEA)114 (1EA)IN 801 IOM PIA it /(6LA),N '100l •L c•NA•L 10 FLOOR cASTEI4 W•(1;c) 0 o" 0 C INS1 At L 1.5%14" (3CGA)G41'.. S-RAI'S 0 Alt KINGSTUDS & EACH 16 S rUD- ASILN W;(16G4)1" W.C. STA.PI ES 0,6FP)IN WALL -31110/ A)IN 80110M 171 A It .•(6EA)IN LOUR 6) ENDWALI. ID '.3:01. t'AS11 /4 1,, (11o) 4 6" U.0 & (5t 4)12J 0 TUPP. A IF. OvERIAI, w:s map Rua- ;C: S.DE ;UNA R:W.R4.1 W:(12(;) 0 4" KINCE,TUDS & EVERY 01.IER '6' SA:0- F I AP: $ u! ';/ (IFA)IN WAIL 1OPPL ,(31A)IN N4.1 c:./e) 8) SIDLWAL a. PL A IF 10 S IUDS. f A:MN w,VrA)12d NAII S N NOTE: 4" I-'ARDB' RIM 610 rIOM. WINDOWS DOORS & f..C1P-11 6" piAROOt,. 'Rim TOP ONL Y PRC.'IDE BOTTOM rRIM INP -MCTAI ri USH k/SIGING — 30 GA. CALV. r1.3 • .• 3 . SI-if-AM:14G DIAPI11-2ACM 14, E DCf S ; OR 5' • 4 ON FP F ND FASTF.N W/(1SSA)I 3/4- N C rAPI t 4" 0 C. 3,_DG DE RIME TF R- IP 6" 0 C 111.. PAHri DCES & 12" IN THF. ; • N<.' . • /•• • • • '„ ".„ 4... A4FC HOW 1:iJSS 1E" 0 :: '''...... -...1._. .•>. ..:....., , \ .-.. • , .z.. \ .....• .., ... .‘ ':-...... ■ . ‘ • 4-- I /."-. 1 ...--.--------r*.... 1 .>-. ,...-.:-.-'.----- --1- 1 1 .:.:-./..- ' ii. I 1 r-.... ....------ "-- ............., • 4.-.. ..--, ..--.....--.---.-- 1 , 5/8" 7&G DECKING 2X4 STUDS @ 16" 0 C. C STEEL (3 2i11 • -- 2v.4 1:10110M CONNECTION DETAIL r RECEIVED CM' OF TUKINV ' MAY 1 5 2002 PERMIT cENT.E.f., 12" DIA ,2001 ‘4Er,! f (r(P. EA•) i2• :-.AtiUb(i-r?L) ::;41.)114L; SOUTH ELEVATION 1 1 0 Inch 1/16 1 SCALE E 1 4"-1. • 0" ./ 1 END:VALLS: 3/8" OSB AS TE. N W/(1590.) 1 3/4" 11 C. S1 .S1'1. ES 0 4" & 12" O/ ASTC.N SLING W,11, © 4" 3C 8" 0/C SlrF.\16 :t?--;\PnF3°4LARD" o/c CUSTOMER APPROVAL 2 FA) saAPPROX5D STRAPS PrrIffii 11.04EPT AS NOTED s:0 ‘. /II REVISE AS NOTED AND RESUBMIT APPROVAL BY IT ;6 UNDERSTOOD -'• • r: • JIT.,-; THE F•t:‘!A.: AGREEM"aNT 1• ; •• -• Pfle....acT 1OWS ANC. it:I.' . •1•T1•4.4• HATE,81.ALS A .11.'s EaulPiviem NOT (...rrt-.1?.. •. ••• 1 IPLP.44.1 SP,...IGIEIGATIONS MM.,* ('L.: C.= . • 1-,..a..)Dur.:18.,. ANY 4CO:FICY.T.c.:': ..W.:*7 C:IANIGE oRDER AND t)t, ALL :U. TH1S FLAWS THI5 PRINT MUST Eta f3leINIED, ;7: 7 .• • • MURTHA:03V • 40S EAST DOE1Nti 1.Ae,LE • CA.• EAST ELEVATION SCA,1 /4"-- I.• • 0" •.0.....•••■■•■•■•■•• s 1 1 1 1 1 1 1 1 ! ‘1 1 1 1 1 I 1 1 " 3 AYIESrfirPrrrre • 1 1 1 5 6 si 1 E t o IIIIIIIIIIIIIIIIIII[111111111111111111111111111111111111111111111111111111,1111111111111111111111111111111111111J111:111111 •■■•■•••••110 0 z ■••■••••••••■■■,•■••••FMNIF x 42' - OFFICE 'r tL r- 98094 -98101 cr j. LLJ DEALER STOCK - DES!Gr; 1.■ CC C7) CZ, ■■••. - DAWN HARDY 285 -6165 tr) 0 tr) rC 0 t•->CRTL6rND ••••111••■ T) A 1.••••■• AN•11.011• ro a_ ■•••••••■ 1 N01E: PP.o \',•!)(: 4 "GA i1O NL)ING S''k•\r' rRc Rom- TO ROOF 100 AMY PAWL GROUND BAR 1,7' CONDUIT w/ (3) //3 THIiN CU. (1)#6 THHN CLL GROUND TO MAiN PANEL #6 C.il,I't R t•i•F• GROUND TO 1• BEAM 1 LINE PANEL DIAGRAM * LEGEND & NOTES * wPd • • 11' 4 '.. 4•• I.'S 4§ "x39" V:•' 9 1/2^ t .9: 11 !17. 42'- Cl" 18' 3_.314" t1. 14,•"S 4 "K39" 16_ 7 3/4" 11 -- 3_3/4' 1-1/S 46 "x39" ' '(— 1 OFFICE S:••1'E TY .t,..._ 3 °x 6_ lJ , ■ (.11 Itt.. 112. OFFICE 14 "x14" R/A GRILLE 0 6" DOWN O CEIUNG (T�( TYP :x 1,2i ° n 3 °x 6 °_ _ ti - -1 -1 4 • 1 •r, 4 6 - FLOOR PLAN :1CA :•11 1 •4" - 4" A' . +hl \VOWS MO;.NTE;) Al 6' 0" • O rOF' 16 "x8" S/A DUCT FIBERGLASS OFFICE 4 20 "x8" S/A DUCT FIBERGLASS ,i) 3 /4' , :r 46 "439 • ` • .00. \124Ct Sdv'.L; POWER PAL. n tl 2 TON / BKW 20'x12" R/A GRILLE ) 10 "x.10" S/A D'`11 - - TYP or 6 /F/ 4 1' ) 4' -- 2 1UBE(34W) /SURFACE. Mr. FIOURES(:T.N1 DIFFUSED ((ATHONIA #S13240A) 6UW) INCA1). F'T LITE W /PHOTOC( (DURA #300) SID S!'rCIr Prn•F SW'TCt1 ,Ci 4B' AFT S -WAY SWI ICH ® 48" at DUPLE' I?ECEPT. ® 11.:t" AFf uNirSS r,OTEf) (; TEILRW SE WT.A IHER PKr)OE DUPLE kl4E,P r. PHONE ROLIGr-! • IN ONLY: 4SU BCD. WP,/2" CUIJIU1 STUB BELOW F- /.00R W /1G covrR Pl. /T 0 15" 4.rF CD WALL MT T- STAT(48" AFF)WHITE ROGERS #51.03 -014 PR0CRAMABIF /i DAY W/ AU 10 SE TRACK 100A 240V 10 / "MAIN BRLAKCR POWFR PArJE:L 10"x10" SEFe ;CF AIR DIFrUSER /CE:IL ING (Iv/ ADJ. 4 -• WAY) • )S �_ -_- -_ J - • _ _.. r3rOI0Ckl L DLO 5 7( SIGN CultET CIRCA BREAKER %NRF 'HATS "'0_ ELECTRICAL & HVAC PLAN SCALE !/4 "-- 1'• -O' : Cx -TALI' _1201_240 PHASk _ �_ •--_-. H1Ri 4_ PUS AMPS 00 AMP M B - -- 100 AMP MAIN BREAKER POWER PANEL +YAT75 WiRr UESCKIP (IUN �r - - -• -r- - - •r- •- 0EA1PUM' 1 •41.A11+UMP -- S1CN k1 :C: 1 TO' A;S WAITS t • 4•aao -r -- - - - -- - - .. -1 4.000 _... '•239 1 SIZE 6 -6- 6.6- 12.2 ;ir'E AKER CIRC1 AM? POLE NO O _2 1 FO - 2 _._ - -3• 5 i0 1 1 , q :3 $ _... a. - .. -... _:.. 5.2 0 4.000 I I 1 •-'. I BUSS CONNECTION PUS A-- BUS 9 • ...- .4.900 101At. - 11,529 WA; WO (I_E; I . 257. = 102) (F ANS • . MOTORS = 299) • L.. - _ -- -- -- -- -- ••_•_..---• -• - -- - -- tXC'A1;ON ,- .•'rPO( MOJN T:NG OTC AMP St7E j i 1 20 12-2 5 28 i 12.2 1 93.0 20 117 2 w SOO B - Or CL SCR1,'T,Utt `.. RL CFPIS • 4 11CLPIS X10 12 ' 1 • I -e - --f- -- - -E - t .__.._... .; '8 I- 20 ... .. --- ....r.4 • 42R ' 9•)0 '0' MS 11929 WArrs - 240 ',0: is 5C AMPS 1 E ti N,Alielv ARROW !Ott MA \f 4 At 1,1111 PS SCI ERENCr OLL r IN W E S RECEIVED CITY OF TUKWILA MAY :1 5 2002 PERMIT CENTER RECEIVED r'ITY OF TUKWn , MAY -1 ;.) FEB _g1998 0 t.,J U 1 O CV U w O 0' a 1- )EALER STOCK - DESIGN 98094 -98101 CUSTOMER APPROVAL' o ❑ APPROVED `!'1 ❑ APPROVED EXCEPT AS NOTED ❑ REVISE AS NOTED AND RESUBMIT P DATE i-r IS ALBiY Tt "`:: a•PP ?OVAL REPRESE FINAL 15 AGREEMENT THAT BErVtrc:d ,� rr,%:iE� -S A�� P �•.1 WI FINAL AOREEMED MET�p X; OF Cc.'r:;` c );. • AND EQU ' T NOT LISTED $I-rr;l',v1^....LY :N THESE 11 �' ► SPECIFICATIONS WILL BE CODE F4..'PAOL • -0 56 ," PRODUCTS. ANY MODIFICATION TO THEN: BY CHANGE ORDER AND HAVE THE SIGNATURE OF ALL; ' t I� IpVOLYED. THIS APPROVAL SUPERCEDES ALL OTHER 1 PLANS AND SPECIFICATIONS. THIS PRINT MUST BE SIGNED, DATED A"') C.:::71.::*. NORTHWEST B'JILDl :4r:.':,•:..c:1 ?•i•:. 1K.:.�.►•1 E:.?• 406 EAST BOA 4G LA1 'ESL •� -. co 0) LLJ LC) tD u) CO U tT) 1 PORTLAND, OR. CD U 0 J CO (11 3 1 1 0 Inch • I 1/16 1 i.'i'i•I'I'I•I 1 2 1. 1 1 1 1. 1 1 1 1 1 1..1 1 1 1 1 1 1 3 -WIT nrr1 -Y rrrr� . y I 1 • d 6 1' 1 SI Vi Li i 1. i)•I. I; L L `.._ O ' IIIIIIIIIIIIIIIIIIII 1111111111111111111 1111llii�iiliilil�Il�I��i�I��I����I����I�I�iI��III���� I�IIII��Iil�ii�liiiil�i�Iliiilli�ii 111111111 1111111111 GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS JOB . NO. 98094- 98.101 1 FLOORS 10 X 42_._TOTAL SIZE 10_ X 42 ._ TYPE _OFFICE _ _ TOTAL SQ. FT. __. ,420 OWNER WILLIAMS /SCOTSMAN _ LOCATION PORTLAND, OR. REP. DAWN HARDY PHONE N0103j285 -6165 BUILDING OCCUPANT STOCK OFFICE CITY ___ COUNTY_ STATE WA.,QR., ID. INSPECTED _Y: IDAHO BUILDING CLASSIFICATION: OCCUPANCY GROUP _B TYPE OF CONST. 1L- -N OCCUPANCY LOAD 100 SQ. FT. PER PERSON= 4 ROOF LOAD: WIND 10 LIVE 30 WIND 90 MPH /EXP. B FLOOR 1 OAD _50 PSF /SEISMIC ZONE 3 TEMP DIFF - WINTER _ 80_ DEG SUMMER .20 DC'G NOTES: __ - -- _ FOUNDATION: H! BY OTHERS 0 CONCRETE 10 CONC. BLK. INTERIOR WALL FINISH NO_ LOCATION MATERIAL 1/4 "_PANELING_.-•_.__ _ C L (NO E 1) 1. 64 - THROUGHOUT.__ ___ _ _ _ - _ — -- - - -- __ - - -- _ _____ -- - . _ NOTES: (1- ).•PANELING. COLOR: WISCONSIN BIRCH_ TRANSPORTING CHASSIS TYPE XICROSSMEMBERJOUTRIGGER 0 PERIMETER 0SKID MAIN LONGITUDINAL MEMBER 10" I -BEAM CROSSMEMBERS -- 10.14 17 _GAGE EACH ® 961 O.C. OUTRIGGERS -- . Hl_13 UGAGE EACH @gi 96 O.C. RUNNING GEAR- -TYPE ®OVERS__,LUNG U UNDERSLUNG TIRES N 8 PLY _0 10 PLY 0 12 PLY BRAKE SYSTEM 12_ .VOLT — ELECTRIC . NUM. OF AXLES, BRAKE _2 _ -_ IDLERS. P.- HITCH MEMBERS- -TYPE ® STD. BALL ❑ El FIXED 19 DETACHABLE PAINTING -- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: _ (1)._TIRES TO .$E NFW ISO _x_14- 5)_..____— EXTERIOR WALL CONSTRUCTION WOOD STUDS W/ NOM. 2X4 (4 HI 16" 0 TOP & BIM PLATES, SPLICES & BI KG W/ NOM. _ LUMBER GRADE SPF STD /SPF STD & BTR PL EXTERIOR SUBSHEATHING 3/8" OSB 0 ENDWALLS ONLY (11 EXTERIOR SIDING_ 112 "_ HARDBD. SIDING •J"GROOVES) (NOTE _1) EXT ERIOR I RIN_1 x HARDBOARD COLORS-- SIDING SHERWIN WIWAMS- $SW2109 SILVERPOINT TR'M SHERWIN IMWAMS�SW6580 DARK GREEN MATCHING SKIRTING - SIZE: N7 _ AMT.. IA__COLOR_ N /A_____ IN1 ERIOR SUBSHEATHING N/A CEII.ING HEIGHT X! 7' -6" 0 NOTES:(1) ENDWALLS: BLOCK ALL EDGES - FASTEN 318" OSB WZO5GA).1_3/4" N.C. STAPLES _07'1'8772-"_ IC. __. FASTEN SIDING W /�8d) O 4" 41-8" 0/C _ SIDEWALLS: FASTEN SIDING W�dT 0 4" & 8' O/C (2) HEADERS: 36" SPAN USE (2)2x4 W/1/2" PLYWD. FILLER 46" SPAN USE 2)2x6 W1L1/2" PLYWD_ FILLER (3) CHORD SPLICES: USE 9 )12. NAILS_ EA SIDE _OF _ SPLKE.- _ (4 DOUBLE TOP PLATE (5IENDWALLS ONLY: INSTALL (2 EA)SIMPSON #ST2122 0 HVAC DOUBLE KINGSTUDS & 2 EA EACH CORNERS OF ENDWALLS (6) PROVIDE _BOTTOM TRIM W 7-METAL FLUSH .W/SIDING D oou SCHEDULE LOC TYPE SIZE FRAME LOCKSET OTHER NOTE #1 iNOTE ij25 1 H.M. 30 6 0 ALUM. WOOD KEYED PASSAGE 2 HCWD 3° 6 E 3 - - - -- -- -- 5 4 FC - _ - � --- - ---____ ------•-•--•---- ._ NTAA NIA -- (1) EXT. DOOR #1: PHILLIPS 24GA) DOOR W /ALUM. FRAME HINGES: STANDARD 4 "x 4" 1.5 PR.I ;TANDARD DOOR CHAIN -- _______ LOCKSET: MFG.STD. KEYED LEVER WLSCHLAGE CY (KJ) rTD. WEATHERSTRIPPING THR„�HOLD, DOOR.JQI(_ (2) SIT. DOOR #2: 1 318" PRE - FINISHED SANTA -FE OAK HINGES: STD. HAGER 4" x . 4 r- I ATCHSET: MFG. STD. LEVER PASSAGE SET STD. WALL STOP L3.i EXT. DOORS: COLOR- #SW2109 SILVERPOINT WINDOW SCHEDULE U =.38 cP - LOC. TYPE ' SIZE FRAME GLASS OTHER Tv __ _1 H.S. 31 °31 VINYL LOYIL E BRONZE GLASS WJSCREEN____ _2 ________ - - - DRN: ES /BONDS- -STYL E NZA COLOR -- LOCATION _= - NOES: (1) (1 EA) WINDOW TO BE SAFETY GLAZED _ r`2.1 MOUNT WINDOWS O 6' -Q" TO TOP IANCES APP TY1PE ZE . STA...HD .._... • NIA .. __ --- /A... _ .- - .. -.. - -.. ...... STD__._(NOTE_.a -- LA_VY_ SINK -NIA ________ H DRAiF UMBING )iCAPPED DESIGN •- Ki REQuiRED IJ NOT REQUI INE MFR. N/A _ SUPPLY I.,NE MTR. N/ FIXTURE TYPE /PE MFG. STYLE `VALVE WTR.._CLOS ;_ /A... _ .- - .. -.. - -.. ...... STD__._(NOTE_.a -- LA_VY_ SINK -NIA ________ - - - N /A, N /AI - - - -- -- -- 5 URINAL -, FC - _ - � --- - ---____ ------•-•--•---- ._ NTAA NIA TUB /SHOW. - - ...... -• DRK. FTN; N/A A - -- - - - -- - -• - -• -• - -•- -._- SERV. SINK N/A - _..__..__.__ EXIT SIGN ENERGY LITE N/A _BUBBLER..__.NI-A KIT. SINK - ___ N • __..__ ... - •- R1=C €iVE. r•.u•„r-'--- ..,..... - - - -- ___ .... - ... ...___ - - --- — — — 1'ERIGTTI`CgNTER 2 FLOOR CONSTRUCTION WOOD JOISTS W/ NOM. 2X8 EACH © 5016"U ___.O.C. RIM SPLICE AND BRIDGING W %NOM.___2X8.• ,•____ _ _ _ LUMBER GRADE #2 DFLL SUBFLOORING MATERIAL .518" T &G,DECKING _ . UNDER SHEATHING �Q FLEX =K NOTES: _ - - - - _ .. —. _... - - -- -- - INTERIOR WALL CONSTRUCTION FRAMING- LUMBER GRADE SPF STUD/ SPF STD & BTR PL PARTITION WALLS w/ NOM. 2X4 ® to 16" O,C, SHEAR WALLS W/ NOM,_ NZ _ U _ -_ PLUMBING WALLS W,/ NOM.•N1A ®��4"____ -r�C, SUBSHEATHING _ NIA_•...... NOTES: FINISHED FLOORING NO LOCATION /PE MFG. STYLE COLOR 1. . __ T8 TILE MANNING STD__._(NOTE_.a -- 4 240 V. RECEP1. PLAN TA : d N /A, N /AI . TNT,_ WALLS __ A 5 • FC EXT. DOORS 60W INCAD. WIPHOTOCELL DURA 1300) NO 1 E S• _ (1) TILE COLOR: #1127_ WARM- BEIGE _ -_ _ - _ -- - ROOF CONSTRUCTION W/9 "HEEL (30# LIVE LOAD) FRAMING W/ NOM. MFG. BOW TRUSS 0 KI16" 0 O.C. LONGITUDINAL BEAMS_ 2" x 10" RIMRAIL __ -__ _ _ SUBSHEAIHING_18" OSB_NOTE 1.,._- .___.__..__ . ROOFING MAT (30 GA.) GAj y. STEEL _ _____ _ _ CEILING MAI:E "RIA1. 1 /27_MODULEX-•_ _-___. EAVES• -- ENDS ___N/A SIDES VA_ _ _ GUTTERS & DOWNSPOUTS MINI-GUTTERS OVER DOORS ROOF VENTS 12" DI 2 EA. NOTES: (1) BLOCK EDGES 5' 4r 0 EACH END, FASTE_N 3.78"__ _. ___•- __•.__ OSB W,f (15 p.) 1-7374T71.-O-. STAPLES _ O 4 W 0 C - BUILDING PERIMETER ® 6" 0/C - PANEL EDGES ® 12" 0 C - PANEL FIELD ELECTRICAL TOTAL LOAD 120/240V 100 AMP 1 PHASE -M.B. 100_ AMP PANEL:EXT. SURFACE MT. BREAKERS: SNAP ON TYPE SERVICE D UNDERGROUND 0 OVERHEAD WIRING RI COPPER NONMETALLIC SHEATHED CABLE,___• 0 COPPER THHN WIRE IN Cl FLEX 0 EMT COND. n rnAln. \IP PA�1 C _BC.0 E TYPE_ STD. STD. • —.. - - - - GROUNDED - AFF 15" DUPLEX DUPLEX CFI & - GROUNDED -- WP WEATHER -PROOF DUPLEX - GROUNDED -- - - - 240 V. RECEP1. PLAN TA : d N /A, N /AI . TNT,_ WALLS __ A '" ► • FC EXT. DOORS 60W INCAD. WIPHOTOCELL DURA 1300) - _ 50 __ 7 RESTROOM CEILING ROD SHELF \ PLAN RACK M N/A X48"/2 TUBE/FLUOR./DIFF. /SURFACE MT. (UTHONIA #SB240A)34W LAMPS Nom. ►, A. N/A EXIT SIGN ENERGY LITE N/A FANS LOCATION TYPE CFM : N /A N/A NIA SMOKE DETEC•I'ORS- - -TYPE N/A NOTES: _ (11 PHONE ROUGH -IN ONLY: PROVIDE J -BOX W/1/2" CONDUIT TO BELOW FLOOR ONLY W STD. COVER PLATE (2J RING TO BE IN ROMEX ,131_SERVICE TO BE UNDERGROUND .(41_ 5.H.L-#2EOR ADDrnONALJFF_ORMAt!QN_ -._ ... . _ URNISHINGS •.• 1 : • • . _EDAM__ ___ R. =19 -__ COLO: SHELV.T G . . N A� - -- - - -- - - - -. -- - - - IpPir PLAN TA : d N /A, N /AI . TNT,_ WALLS __ A FILE CAB. ` ROD SHELF \ PLAN RACK M N/A __ Nom. ►, A. COUNTERS BASE CABS OVERHEADS N/A : : : SIZE GRAB BARS. MIRRORS_ j A N A N A....._ N A " - 1'; i'. •' -.- , , .;, .' _. ,�� , v:,; ., '_ ' • 1 T.P. HOLDER W. PART URINAL. SCRN TOWEL DISP.I' - -- NO MISCELLANEOUS FEB - 3 1993 0) IDAHO, WASH.(GOLD), OREGONKGOLD) TAGS SUBMI MOULDINGS WAL.LS__@ATJE,N As REQ. TO MATCH PANEUNG_-__,____ CEILING MODULEX SPLINES STD. BASE 1 1/4" PREFINISHED WOOD RES FRM 13ASE_VA DOORS _ STD. WOOD__ WINDOWS _STANDARD NOTES' L-_-_-.-_-_-.-_-_-_-_-_-.-_-_--.-_-_-_______________._._____ INSULATION LOCATION R -VALUE ' THICKNESS MATERIAL _EDAM__ ___ R. =19 -__ ____6.O" KRAFT FACED CEILING R -22 7.0 UNFACED /VISQUEEN EXT. WALLS R -11__- 3.5" KRAFT FACED . TNT,_ WALLS __ A 1 1 1 0 Inch 1/16 HEATING AND A/C (BARD #IWH241 -A08) TYPE ELECTRIC ENDWALL MOUNT HEAT PUMP RATING-HEATING 23,200 BTUH 8 KW 1020 CF'M EACH COOLING __.23.6Q0 BTUI•I _. 10N ®.00 CLSN THE RMOSTAT- TYPEWH 0 ITE ROGERS #8403-034 PROGRAMABLE _ T - STAY O 48' AFF .11117M111111111111 ' NEMIll SI - MATERIAL REG. SIZE 0 x8" 1" FIBERGLASS 1 O'_x 10" _ NOTES: (11.• 14" X 14" RJA GRILLES 0 OFFICES ❑ APPROVED ❑ APPROVED EXCEPT AS NOTED ❑ REVISE AS NOTED AND RESUBMIT APPROVAL BY DATE IT IS UNDERSTOOD THAT THIS A' PFOVIAL REPRESENTS THE FINAL AGREEMENT BETWEEN ALL PAKI1ES AS TO PROJECT SPECIFICATIONS PAD METHODS OF CONSTRUCTION. MATERIALS AND EQUIPMENT NOT LISTED SPECIFICALLY IN THESE PLANS AND SPECIFICATIONS WILL BE CODE APPROVED MODULAR STANDARD PRODUCTS. ANY MODIFICATION TO THE.* PLANS MUST EL: MADE BY CHANGE ORDER AND HAVE THE SIGNATURE OF ALL PART ic3 INVOLVED. THIS APPROVAL SUPERCEDES ALL OTHER PLANS AND SPECIFICATIONS. THIS PRINT MUST BE SIGNED. DATED AND FtiT :' :::D'i O NORTHWEST BUILDING 3Ya, �aoN3 405 EAST BOEING LANE • BOISE, !E.a1l0 Cc• r•5 1,1 I I 1���,.��� 1 3 g "F[ 1111 1 111 111 11111 11111111111111111111111111111111111111111111111111111111111111111111161Allikiliiillm1111111111161111111111111111 i 6 Q a <WV1= V:WA WOE' o.(O z 40=� -�Z(� gw`Oo3g ta _ace IF; Caaz�no NINIMIMINNEOPIMI 0 O a cr w 1- Q w 0 0 0 w J w 0 c0 N w a 0 FOR: WILLIAMS /SCOTSMAN __DAWN HARDY to cD co 1,) 0 11') O 0 z cc Q a m 0 m z 0 §- 0 -J i• m n a