The URL can be used to link to this page

Home My WebLink AboutPermit MI02-076 - MUSEUM OF FLIGHT - RETAINING WALLMUSEUM OF FLIGHT 9404 E MARGINAL WY S M102-076 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3324049019 Address: Suite No: Tenant: Name: MUSEUM OF FLIGHT RETAINING WALL Address: 9404 EAST MARGINAL WY 5, TUKWILA, WA MISCELLANEOUS PERMIT 9404 EAST MARGINAL WY S TUKW Owner: Name: MUSEUM OF FLIGHT FOUNDATIO Address: 9404 E MARGINAL WAY 5, 07024.00 Contact Person: Name: JULIE LAWTON Address: 1201 THIRD AV, SUITE 2350, SEATTLE WA Contractor: Name: SELLEN CONSTR CO INC Address: PO BOX 9970, SEATTLE, WA Contractor License No: SELLEC *372ND Permit Number: M102 -076 Issue Date: 08 /28 /2002 Permit Expires On: 02/24/2003 Phone: Phone: 206. 628.3150 Phone: 206.682.7770 Expiration Date: 06/01/2003 DESCRIPTION OF WORK: CONSTRUCTION OF RETAINING WALLS. CALCULATIONS FOR CIVIL PERMIT MI02.024 Value of Construction: Type of Fire Protection: Type of Construction: $10,000.00 Fees Collected: $303.56 Uniform Building Code Edition: 1997 Occupancy per UBC: Public Works Activities: Curb Cut/Access/Sldewalk/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 * doc: Miscperm M102.076 Printed: 08.28 -2002 It City of Tukwila Department of Community Development / 6300 Southcenter SL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 41-0cta.- '.--'� 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. Date: e—e.'8 -ea 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 constructtiio ante • work, I am authorized to sign and obtain this mechanical permit. Sig tore: ��. .,/, ,mil( Date. ' G.' 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 M102-076 Printed: 08-28 -2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3324049019 Address: 9404 EAST MARGINAL WY S TUKW Suite No: Tenant: MUSEUM OF FLIGHT RETAINING WALL Permit Number: Status: Applied Date: Issue Date: M102 -076 ISSUED 06/03/2002 08/28/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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, 4: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 5: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the Inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of Inspection being performed. 6: The special inspector shall submit a final signed report stating whether the work requiring special Inspection was, to the best of the inspector's knowledge, In conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 7: 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 (1997 Edition), 8: Notify the City of Tukwila Building Division prior to placing any concrete, This procedure is in addition to any requirements for special Inspection, 9: 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, 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, SIgna Print Name: Date: doc: Conditions M102-076 Printed: 08-28-2002 CITY OF r"KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 R \II (N ONIY Project. Number: -#140018111)-71, Permit Number: 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. Prot ma g J/ nr of work to be done (please be spe ific �� Description / 1 /� Imo// Cdl� p' Aem /2.i r (14/i/ /107:0// ii/ %'/4' -e "'L /, 4ift. , 111 Above Ground Tanks QA ntennas/Satellite Dishes JB'ulkhead /Docks U Commercial Reroot ❑ Demolition ❑ Fence ❑ Manufactured Housineeplacement only ❑ Parkin; Lots III Retalnlnl Walls ❑ Tem tore Facilities ID Tree Cuttin Value Construction: 4aD, Site : , / • /I /41 //, .!. �: r // r i Cit State/Zip: I e J ? Tax Parcel Number: Pr erty Owner: itiPetz7M1 RN" City /State /Zip: Phone: 2,r,o ) ,7 . %ZG/ st3Grh o, del Fax #: (ac6) ../ 7dos5 • 7/22.. Street Address: 9S/DS/ M�7/4 1' kill r4'. r42,�, &in 0 Standby it State/Zip: �ld.� .,. Contractor: / - : / /f. _et i � Phone: (,./..., ) ,V/ ' 4M`% eGS• Street Address: City State/Zip: Fax #: (2Gt'' ) Architec • i46, Phone: t1.4 ) tiZaWG IS •tom / af, ii/eZi Street Addres . ,... ., ,, 1 d C'ty State/Zip: ` Fax #: ) € :23.62 /,S _, Phone: (2�) 51' /ZOD En ine : / Stree A . • ress: c, , Li/ i ,s,/ ,,r .a City State/Zip: ` / Fax #: ( ) 292 - /2D/ Co fast P son: // Phone: (2G') Street Address: ity State/Zip: Fax #: (2cb) r. MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • UESTED: no BE FILLED OUT AV APPLICANT) � of work to be done (please be spe ific �� Description / 1 /� Imo// Cdl� p' Aem /2.i r (14/i/ /107:0// ii/ %'/4' -e "'L /, 4ift. , Will there be storage of flammable/combustible hazardous material in the building?? ❑ yes ❑ no Attach list of materials and storaao location wasp ante 8 1/2 X 11 pper lndlcatin t utntitles & MMa aterial Safety Data Sheets 111 Above Ground Tanks QA ntennas/Satellite Dishes JB'ulkhead /Docks U Commercial Reroot ❑ Demolition ❑ Fence ❑ Manufactured Housineeplacement only ❑ Parkin; Lots III Retalnlnl Walls ❑ Tem tore Facilities ID Tree Cuttin APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization /Striping ❑ Flood Control Zone ❑ landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Motor /Permanent II ❑ Water Meter Temp It Miscellaneous ❑ Curb cut/Access/Sldewalk Flre Loop/Hydrant (main to vault)#: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq, ft,grading/clearing ❑ Sanitary Side Sower M: ❑ Sower Main Extension 0 Private 0 Public ❑ Streur Uso ❑ Water Main Extension 0 Private 0 Public Size(s): 0 Deduct 0 Water Only Slugs): Sizp s); Est. quantity: Moving Oversized Load/Hauling gal Schedule: MONTHLY SERV 8 , S TO: Name: Phone: Address: City /State /Zip: r 0 Water 0 Sewer 0 Metro 0 Standby WATER METER OEPQSIT/REFUND BILLING: Address: Value of Construction • In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review • Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (initials) 9/9/99 miscpnu.dac Ill 11ISCLLLANLOUS PL ''T APPII(AIIONS MUST BL SUBMIT ' - WITI! TIIL 1O1IOWINC: )'• ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN D *a ' lLDINE lT tP l 4 D UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ri '(iR.\1II - \I'i'I I( -\ZION ANI) REQUIRED ( tit( KWI4l5 I()R PERNtli REVIEW 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 Submit checklist No: M -9 0 Antennas /Satellite Dishes Submit checklist No; M -1 0 Bulkhead/Dock Submit checklist No: M -10 in Commercial Reroof. Submit checklist No: M -6 O Demolition Submit checklist No: M -3 Fences • Over 6 feet in Height Submit checklist No: M -9 0 Land Altering/Grading/Preloads Submit checklist No: M -2 0 Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 0 Moving Oversized Load /Hauling Submit checklist No: M -5 Parking Lots Submit checklist No: M-4 O Retaining Walls - Over 4 feet in height Submit checklist No: M -1 O Temporary Facilities Submit checklist No: M -7 0 Tree Cutting Submit checklist No: M -2 0 Current copy of Washington State Department of Labor and Industries Valid Contractor's 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 ". isillAtOwner /AuthOritod Arent If the applicant Is other than the owner, registered architect/engineer, or contractor Nce lsed by the'State of Washington, a notarized letter from the property owner authorizing the agent to submit this rrrtii;!a p ilcation and obtain 'the . ermit will be re . uired.as • art of this submittal, I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PENURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. 1, irf?Mir AMIN Dat ,: / .. City/ t; ip ,, ' 0- ? , , .■ .■ 9/9/99 wilcpmtdoc • City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3324049019 Address: 9404 EAST MARGINAL WY S TUKW Suite No: Applicant: MUSEUM OF FLIGHT RETAINING WALL Permit Number: MI02 -076 Status: APPROVED Applied Date: 06/03/2002 Issue Date: Receipt No.: 8020001256 Initials: SKS User ID: 1165 Payment Amount: 185.75 Payment Date: 08/28/2002 09:26 AM Balance: $0.00 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Amount Type Method Description Payment Check 27550 185.75 ACCOUNT ITEM LIST: Description Account Code Current Pinta BUILDING - NONRES STATE BUILDING SURCHARGE 000/322,100 000/386.904 181.25 4.50 Total: 185.75 :; c .1.r; doc; Receipt Printed: 08- 28.2002 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3324049019 Permit Number: MIO2 -076 Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 06/03/2002 Applicant: MUSEUM OF FLIGHT RETAINING WALL Issue Date: Receipt No.: R020000729 Payment Amount: 117.81 Initials: KAS Payment Date: 06/03/2002 10:17 AM User ID: 1684 Balance: $185.75 Payee: JULIE LAWTON TRANSACTION LIST: Amount Typo Method Description Payment Chock 8133 ACCOUNT ITEM LIST: Description Current Pmts 117.81 Account Code ALAN CHECK - NONREB 000/345.830 doc: Receipt 117.81 Total: 117.81 17 It; TOTAL. Printed: 06- 03.2002 I SPE + NO. r '• • A^'••�AY!Y"YM'f .Y w'M -�S•r INSPECTION RECORD Retain a copy with permit 1 § CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 (206)431.3670 Pro ect: y . e o n ecuon: A • • res • . J� ``77 .• .L• / J • ate Cale • : ;sec a nstruct ons: TT , • ,,. oquosto '," Phone No: Approved per applicable codes, corrections required prior to approval. Inspector: Date: $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspectlon, Receipt No.: Date: Retaining Wall Calculations Phase Al Permit Set Museum of Flight Expansion Tukwila,Vlhshington May 7, 2002 FILE COPY I w+r4 .trIt:Atlt1 that the Plan Check approvals aro • ,...Ind norrovat of • �-c�iv; n CITY �g� ruewILA JUN — 3 2002 PERMIT CENTER SKIIEIHG IUAAO MAGHUSSOH ORAKSHIAE Consulting Strurlural and Civil En0lneori 1301 Filth Aroauo Suite 3200 Seattle, WA 90101.2694 Ph. 206/ 292.1200 Fos 206/ 292.1201 hltp1 /www,skillinp.com To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : M OF Degnr: L� ��It Descrip on` : Scope: JobN 76 • i,5-z Date: 4:46PM, 8 FEB 02 Mw. StoIOt Wee. Mw460]9]t. ve S.1.1, 2I•Jun•1ffI, wlnu lel ifIJ•ff tlaileALt Cantilevered Retaining Wall Design Description 0 to 2 foot height measured from FG at face to FG at top back. Criteria 1 Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem • 3.00ft ▪ 0.50 ft • 0.00 :1 • 12,00 in • 110.00 pcf • 0,0 psf l_Desian Summary Total Bearing Load ...resultant coo. Boil Prouuro 0 Toe Soil Pressure • Hoot Allowable Soil Pressure Loss ACI Factored 0 Too ACI Factored 0 Hoot Footing Shear A Too Footing Sheer 0 Hool Allowable Wall Stability Ratios Overturning Sliding • 8521bs • 3.19 In ■ 931 psf OK • 43 psi OK • 2,000 psf Than Allowable • 1,197 psi • 55 psi • 0.8 psi OK 7.3 pal OK ■ 03,1 pal • 2.48 OK • 2.89 OK Sliding Cates (Vortical Component Used) Lateral Sliding Force • 201.31bs less 100% Passive Forces • 450.4 Ibs loss 100% Friction Forces • 208.3 Ibs Added Force Req'd • 0,0 Ibs OK ,...for 1,5 :1 Stability • 0.0 Ibs OK Footing Design Results Soil Data ' Allow Soil Bearing n 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure - 40.0 Toe Active Pressure • 0.0 Passive Pressure • 300,0 Water height over heel e 0.0 ft FootingliSoil Friction • 0.350 Soil height to ignore for passive pressure • 0.00 in 'ro.. _lituL Factored Prosaure • 1,197 55 poi Mu' : Upward • 138 0 ft•N Mu' : Downward • 39 174 ft•N Mu: Design • 97 17411.1 Actual 1•Way Shear • 0,65 7.27 pal Allow 1•Way Shear • 93.11 93.11 pal Toe Reinforcing • None Spec'd Heel Reinforcing • None Speo'd Key Reinforcing • None Speed Stem Construction Design height Wall Material Above •Ht' Thickness Reber Size Robar Spacing Reber Placed at Design Data Ib/FB + te/Fa • Total Force 0 Section Ibo • Momont....Actuai ft•N • Moment Allowable • Shoar,.,,,Actual psi • Rhonr Allowable poi • Bar Develop ABOVE Ht. In • Bar Lap/Hook BELOW HI. In • Wall Weight • Reber Depth 'd' Footing Strengths & f'c • 3,000 psi MIn,As% Toe Width Heel Width Total Footing Width Footing Thickness Key Width Kay Depth • Key Distance from Toe • Cover 0 Top • 3.00 In Page 1 II Dimensions 11 60,000 psi 0.0012 0.50 ft 1.28 1.75' 9.00 in 0.00 In 0.00 In 0.00 f1 0 Btm.• 3.00 In Fy • To Stem ft • Ste 0 00 • Concrete • 8.00 • N 4 • 18.00 • Edge Mf `nonry► Data Fa Solid Grouting Special Inspection Modular Ratio 'n' Short Term Factor • Equiv. Solid Thick. • Masonry Block Type • Medium Weight Concrete Data In 0.017 308.0 308.0 3,521.3 4.3 93.1 17.00 8.00 98.7 • 8.00 psi • psi • • • • Fy woos.. at psi • 3,000,0 psi • 60,000.0 Other Acceptable Mites i Spacings Toe: Not req'd, Mu < 8• Fr Heel: Not req'd, Mu < 8 • Fr Key: No key defined To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : MOP Desc rl t Dscrip on Scope : Job# 7bT:81.s Date: 4 :40PM, 8 FES 02 ew. S10f01 U,.ri 101•0 602!21. Wr S.I.J. 22.Jun•1001. Wini2 tat 1141.14 UMACAt.0 Cantilevered Retaining Wall Design Description 0 to 2 foot height measured from FG at face to FG at top back. Pegg 2 f L Summary of Overturning & Resisting Forces & Moments 1 Item Heel Activo Pressure Toe Active Pressure Surcharge Over Too Adjacent Footing Load Added Lateral Load • Load 0 Stem Above Soil • Selsmi*Load e OVERTURNING Force Distance Moment lbs ft h4# : 281,3 1.26 351.8 a 0.58 a Total a 281.3 Resisting/Overturning Ratlo Vortical Loads used for Soil Pressure • O.T.M. ■ 351.8 • 2.48 852.4 ibs Vortical component of active pressure used for soil pressure RESISTING Force Distance Moment lbs ft ft•# Soil Over Heel Sloped Soil Over Heel is Surcharge Over Heel • Adjacent Footing Load Axial Dead Load on Stem IN Soil Over Toe Surcharge Over Too Stem Weight(9) Earth G Stem Transitions, Footing Weighs Koy Weight Vert, Component a Total ■ 192.5 1.48 280.7 0.00 55.0 0.28 13.8 338.3 0.83 281.9 198.9 0.88 172,3 89.8 1.75 121,9 852.4 lb, R.M.• 870.8 .6 tpt &In Conc w/ 14 0 18,In o/c 1000.in OToo 1000.1n O Hoed ,1/9.1 Solid Grout, Spc (nip 7(4. 1.51, Doslpnor ioloct r i r n(, oll horiz. rol 6 1.3 ► To specify your title block on these five lines, use the SETTINGS mein menu selection, choose the Printing 0 Title Block tab, and ent your title block Information. l°"' S'°' °' Cantilevered Retaining Wall Design Page 1 Uwe 04101921, Wt. S.1.1. 11 -Jwl -19911, winli 9 1!1 111.1•!! tlKRCAIt Title : t1tO P Degnr: 5� Description : Scope : Job N 74,7.4(.5-4 Date: 4 :13PM, 8 FEB 02 Description 2 to 4 foot height measured from FG at face to FG at top back. Criteria I Retained Height Wall height above soil Slope Behind Wall Height 018011 over Too Soil Donsity Wind on Stem • 5.00 ft • 0.50 ft 0,00: = 12,00 in • 110.00 pcf • 0.0 psf Design Summary Total Doering Load = 1,765 Ibs ,,,resultant eco, • 8,20 In Soli Pressure 0 Too • 1,804 psi OK Boll Procure 0 Heel • 0 psf OK Allowable ■ 2,000 psf Boll Prossuro Loss Than Allowable ACI Factored 0 Too • 2,037 psi ACI Factorod O Hool ■ 0 psi Footing Shoar 0 Too • 1.1 psi OK Footing Shoar 0 Hool • 23.0 psi OK Allowable • 03,1 psi WaII Stability Ratios Ovortuming • 2.02 OK Sliding • 1.63 OK Sliding Cato* (Vortical Component Usod) Lateral Sliding Force • 661.3 Ibs Toss 100% Passlvo Forces • 459.4 Ibs loss 100% FrlcUon Force* • 617.8 Ibs Added Force Req'd • 0.0 Iba OK ..,.for 1.5:1 Stability • 0.0 Ibs OK Soil Data Allow Soil Boating • 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure 40.0 Too Active Pressure 0.0 Passive Pressure a 300.0 Water height ovor hoot • 0.0 ft FootinglISotl Friction • 0,350 Soil height to Ignore for passivo prossuro • 0.00 in Stem Construction Footing Design Results -La.. -ti1a1 Factored Pressure • 2,037 0 pat Mu' : Upward • 235 0 ft." Mu' : Downward • 39 1,106 !t•N Mu: Design • 190 1,196 ft•N Actual 1•Way Shoar • 1.08 22.98 psi Allow 1 •Way Shear • 93.11 93.11 pal Too Reinforcing • Nono Speo'd Hool Reinforcing • N 4 0 30.60 In Key Reinforcing • None Speo'd lFooting Strengths & Dimensions 1 To , Stem Stem OK Design height ft = 0,00 Wall Material Abovo'Ht' ■ Concroto Thicknoss • 0.00 Reber Size ■ 1 4 Robar Spacing • 18.00 Robar Placod at • Edgo Design Data - 1'c * 3,000 psi Min, As% Toe Width Heel Width Total Footing Widtt Footing Thicknoss Fy a 60,000 psi 0.0012 0.50ft 2.00 2.50 9.00 in Kay Width • 0,00 in Key Depth * 0.00 In Key Distance from Too • 0,00 ft Cover 0 Top • 3.00 in 0 etm.• 3,00 in Ib/FB + la/Fa = 0.402 Total Force 0 Soction Ibs • 850,0 Momont..,.Actual 11.4 ■ 1,410.7 Mornont Allowablo • 3,521.3 Shoar Actual pal ■ 11,0 Shoar Allowable pal 03,1 Bar Develop ABOVE Ht, In* Bar Lap/Hook BELOW Ht. In • Wall Woight Robar Dopth 'd' in • Masonry Data -- --- pal • Fs pal Solid Grouting ■ Special Inspection Modular RaUo'n' Short Term Factor • Equiv. Solid Thick. Masonry Block Typo • Medium ▪ Weight Concrete Data f'o pal • 3,000.0 Fy pal • 00,000.0 Other Aaa.pt.ble Oise.. ap.olnge Toe: Not req'd, Mu < S • Fr Heel: 440 30.80 in, 450 47,00 In, N80 48,25 In, 470 48.25 in, 1180 48.25 In, 490 4 Key: No key defined 17.09 0.00 ▪ 90,7 0.00 1 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title: 040 r Dsgnr: Descrlpt on : Scope : N.v,310163 Wit, W.002021, We s.1.1, 2241 .1!!f. Min11 Cantilevered Retaining Wall Design lel tiu•ff U,tACALC Description 2 to 4 foot height measured from FG at face to FG at top back. Job # 7115026l. Date: 4:13PM, 8 FEB 02 Page 2 Lsummary of Overturttina & Resistinu Forces & Moments Ham Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load Load 0 Stem Above Soil • 8elsmicLoad a Total OVERTURNING Force Distance Ibs ft 861.3 1.92 0.58 • 881.3 Moment g'# 1,267.4 O.T.M. ■ 1,287.4 • 2.02 1,768.0 Ibo Resisting/Overturning Patio Vortical Loads used for Boil Pressure ■ Vertical component of active pressure used for loll pressure RESISTING Force Distance lbs., ft Soil Over Heel Sloped Soli Over Heel a Surcharge Over Heel a Adjacent Footing Load • Axial Dead Load on Stem: Soil Over Toe Surcharge Over Toe Stem Welght(s) • Earth 0 Stem Transitions Footing Wolghl • Key Weight Vert. Component • Total ■ 733,3 1.83 0.00 66,0 0,25 531.7 0,83 281,2 1.26 Moment ft4 1,344.4 13.8 443,1 351.8 183,8 2,50 409,4 1,785,0 Ibs R.M.• 2,682,2 8,In Cone w/ 14 0 18.1n o/c 10�0,i OToe 84030,51n 0 Heel NEM= WM/SSA. pyr.,...--.;..... ii......t, 7 4, 2-10 1 s-0 asimpsomomm....nemalmor=sa■mcomaxmayesivamsommomraammai OMMIiM■Y■7 6'.06 Solid Grout, Spa Insp . Designer select all haft rein,. 6'I 2147 7.611 51.6* Dimensions 1 To specify your title block on ' these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block Information. Title : {til, ye Dsgnr: Descrip on : Scope : Job l 74 z6 /. 5C Date: 4:49PM, 7 FEB 02 R.v.Stafaf Users 10w•04a2f21. V.r S.t.3. 2 3un•tfft. W102 ` lei 111$3411 =MAW Description Cantilevered Retaining Wall Design Page 4 to 6 foot height measured from FG at face to FG at top back, Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soli Density Wind on Stem 7.00 ft • 0.50ft • 0,00: 1 • 12,00 in • 110.00 pcf • 0,0 psf Design Summary Total Bearing Load ...resultant eco. Boil Pressure 0 Toe Soil Procure 0 Heel Allowable Soil Pressure Less ACI Factored 0 Toe ACI Factored 0 Hool Footing Shear 0 Too Footing Shear d Hool Allowable wall Stability Ratios Overturning Sliding Sliding Cates (Vortical Component Usod) Lateral Sliding Force • 1,280.0 Ibs loss 100% Passive Forces • 600.0 Ibs loss 100% Friction Force. - 1,357.5 Ibs Added Force Roq'd • 0,0 Ibs OK ..,,for 1,5:1 Stability • 0.0 Ibs OK Footing Design Results • 3,879 Ibs • 7,58 In • 1,888 pot OK • 51 psf OK • 2,000 pat Than Allowable • 2,427 pot • 88 psi • 0,0 psi OK • 41.1 psi OK • 03,1 poi • 2.58 OK • 1.83 OK Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1 -Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing .. _ .e+tL j Soil Data Allow Soil Bearing a 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure - 40.0 Toe Active Pressure • 0.0 Passive Pressure Water height over heel FootingllSoll Friction Soil height to ignore for passive pressure • 300,0 • 0.0 ft • 0.350 • 0.00 in • 2,427 60 psf • 201 0 ft'N a 46 0 ft•# • 246 3,887114 • 0.00 41.06 psi • 93.11 93.11 psi • None Spec'd • N4017.751n • None Speo'd Stem Construction Design height Wall Material Above 'Hr Thickness Reber Site Reber Spacing Reber Placed at Design Data lb/FD + fa/Fa • 0,744 Total Force 0 Section Ibs • 1,880.0 Moment....Actual ft." • 3,887.3 Moment Allowable • 5,223,0 Shear Actual psi • 23.1 ShoarAllowablo psi • 03.1 Bar Develop ABOVE HI. In • 17,00 Bar Lap/Hook BELOW Ht. In • 0.00 Wall Weight • 00.7 Reber Depth 'd' In • 8,00 Masonry Data pal • Fs psi • Solid Grouting • Special inspection • Modular Ratio 'n' • Short Term Factor a Equiv. Solid Thick. • Masonry Block Typo • Medium Weight ConcreteData W_w..,..._..__.------ - .....__.____��_ _�_.........__.. to psi • 3,000.0 Fy pal • 80,000.0 Other Acceptable Claea i Spacings Toe: Not req'd, Mu c 8' Fr Heel: 1140 17,751n, 050 27.26 In, N80 38.75 in, e70 48,25 in, 080 48.251n, IMO 4 Key: No key defined 1 Footing Strengths & To . Stem Stem OK 0.00 • Concrete • 8.00 • N 4 • 12.00 • Edge f'c a 3,000 psi MIn. As % Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Too • Cover 0 Top • 3.00 In Fy 60,000 psi 0.0012 0.50 ft 3.50 4.00 - 12.00ln 0.00 in 0.00 In 0.00 ft 0 Btm.• 3.00 In To specify your title block on • these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : i44o r Dsgnr: ��.. Descript onn Scope : m4 o Cantilevered Retaining Wall Design ttutt "tbo{6ffi1, Wt ;AA, ff- .1uh•1lff, wlnff le) 1143 .4f NIE*CALC Description Job N nZ8i.5z: Date: 4:49PM, 7 FES 02 4 to 6 foot height measured from FG at face to FG at top back. Page 2 Summa of Overturnin • & Resistin • Forces & Moments item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load • Load 0 Stem Above Soil • SeismicLoad • a a a OVERTURNING Force Distance Moment Ibs ft ft•M 1,280.0 2.87 3,413,3 0.87 Total • 1,280.0 O.T.M. a 3,413,3 ReslstingWOvorturning Ratio a 2.50 Vortical Loads used for Soil Pressure ■ 3,878.8 ibs Vortical component of active pressure used for soil pressure RESISTING Force Distance Moment Ibs ft ft.# Soil Over Heel • Sloped Soil Over Heel e Surcharge Over Heel • Adjacent Footing Load • Axial Dead Load on Shame Soil Over Too Surcharge Over Too Stem Weights) Earth 0 Stem Transitions, Footing Weigh' Key Weight Vert. Component ■ Total • 2,181.7 2.58 5,838.0 0,00 55.0 0,25 728,0 0,83 800.0 2.00 317.0 4.00 3,878.8 Ibs R.M.a 13,8 804,2 1,200,0 1,287.0 8,721,8 lg Sin Conc w/ 04 012,In o/c 1'41 76261. -a 71.6" 7'•0" 7'.6' 3' Solid Grout, Spa Imp N0.0,In •Too 14.17.751n • Heel Doslgnor select all horiz. relnt. 6' 3' =6' 4'•o" ' r /` 1 To specify your title block on these five tines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : :4 D Dsgnr: Descript on : 7 Scope : Job 0 76 7.-8/.6-* Date: 4:38PM, 7 FEB 02 A0,100161 Vitt Rw•06011131, v.r 5.1.1. 11- Jun•1,0,. w1n12 ICI 1,$14/ ENI*CMC Description Cantilevered Retaining Wall Design 6 to 8 foot height measured from FG at face to FG at top back. [Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soli Density Wind on Stem • 9.00 h • 0.5011 • 0.00:1 • 12.001n • 110,00 pcf • 0,0 psi Design Summary 1 Total Bearing Load • 7,439 !be ...resultant oco. • 7.17 In 8011 Pressure • Too • 1,873 psi OK Soil Pressure 0 Hoot • 507 psf OK Allowable 0 ressure Loss Than Allowable poi ACI Factored 0 Toe • ACI Factored 0 Heel • FooUng Shear 0 Too • Footing Shear 0 Hool • Allowable • wall Stability Ratios Sliding g • 1,80 OK eliding Colas (Vortical Component Used) Lateral Sliding Force • 2,000,0 lbs loss 100% Passive Forms • 000.0 lbs loss 100% FrlcUon Force» • 2,803.5 Ibs Added Force Req'd • 0.0 lbs OK ....for 1.5 :1 Stability • 0.0 lbs OK Footing Design Results 2,448 psi 883 pal 0.0 psi OK 87,8 psi OK 93,1 psi Soil Data Allow Soil Bearing • 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure • 40.0 Toe Active Pressure Passive Pressure Water height over heel FootingliSolt Friction Soft height to Ignore for passive pressure • 0.00 In • 0.0 • 300,0 0.0 ft • 0.350 -Los_ ARIL Factored Pressure • 2,448 663 psi Mu' : Upward • 300 0 ft.# Mu' : Downward • 46 0 fl.# Mu: Design • 258 8,262 ft.1t Actual 1-Way Shear IN 0.00 87.79 pal Allow 1-Way Shear • 93.11 03.11 psi Toe Reinforcing • None Speo'd Heel Reinforcing • None Speo'd Key Reinforcing • Nono Speo'd Stem Construction Design height Wall Material Above 'HP Thickness Reber Size Reber Spacing Reber Placed at Design Data fb/FB + fa/Fa 1 Page 1 Footing Strengths 81 Dimensions To ' Stem BIM OK ft■ 0.00 • Concrete • 8.00 • p 8 • 12,00 • Edge 0,750 2,764.0 8,262.0 11,023.3 38.3 93,1 26.83 8,46 08.7 8.00 tic • 3,000 psi Fy - Min, As % Too Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe IN Cover 0 Top • 3.00 In 0 Btm.s 3.00 In • n 60,000 psi 0.0012 0.50 ft 5.75 6.25" 12.00 in 0.00 in 0,00 in 0,00 ft • Total Forco 0 Salton lbs • Momont..,Actual It•f1 • Moment Allowable • Shear Actual psi • Shear Ailowabio psi • Bar Dovolop ABOVE Ht. In • Bar Lap/Hook BELOW HI. In • Wall Wolght • Robar Dopth 'd' In • Masonry Data psi • Fs psi s Solid Grouting • Spacial Inspection • Modular Ratio 'n' • Short Term Factor Equiv. Solid Thick, Masonry Block Type • Concrete Data Fy • • Medium Weight psi • 3,000.0 pal • 80,000.0 Other hoaoptsblo atlloo i apoatngo Toe: Not req'd, Mu < 8' Fr Heel: #40 8.25 In, 1150 12.75 In, #80 18.00 in, #70 24.50 In, #80 32,25 in, 890 40 Key: No key defined To specify your title block on • these five lines, use the SETTINGS main menu selection, choose the Printing 1 Title Block tab, and ent your tUde block information. Title : 144°P Dsgnr: Deserip on : Scope : Date: 4:38PM, J 7 FES 76 02 �v /� SD Nev,sto)Ot fleet, im.0i02flt. Yet S.t.l. !!- Jun•tfff, Wtht! Icl 1fI3-0f tl4t C*LC Description Cantilevered Retaining Wall Design 6 to 8 foot height measured from FG at face to FG at top back. Page :011 Summit of Overtumin • & Resistin • Forces & Moments Item Heel Active Pressure Toe Active Pressure Surcharge Over Toe Adjacent Footing Load Added Lateral Load :: Load O Stem Above Soil l■ SAlsmlcLoad ■ OVERTURNING Force Distance Moment Ibs ft ft•# 2,000,0 3,33 0.87 8,888,7 Total • 2,000.0 O.T.M. • 8,888,7 Resisting/Overturning Ratio • 3.02 Vertical Loads used for Soil Pressure • 7,438.8 ibs Vertical component of active pressure used for soil procure Soil Over Heel • Sloped 8011 Over Heel • Surcharge Over Heel tt Adjacent Footing Load al Axial Dead Load on Stems Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth 0 Stem Transitions, Footing Weigh' Key Weight Von, Component Total • RESISTING Force Distance Moment Ibs ft ft.# 5,032,5 3.71 18,882.2 0.00 88.0 0.25 13.8 918,3 0.83 785.3 937.8 3.13 2,929.7 498,3 0,25 3,095,5 7,438.8 Ibs R.M.■ 25,488,4 Sin Concw /16012,Ino/c 1.2 2}31,53 Solid Grout, Spc Insp M000,In AToo N000,In • HooI Designer select all horn, reint, ) To specify your title block on • these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : Dsgnr: DescrIpt on : Scope: Job 074.2 S1•Si. Date: 11:33AM, 7 MAR 02 Rw, 510101 Wets ml- 0601!71. vu 3.1.1. 22.Jun -10!. Win/2 tH 1!61•!! 12,t11CALC Description Cantilevered Retaining Wall Design Wall at Tow Path Criteria Retained Height Wall height above soil Slope Behind Wall Height of Soll over Toe Boil Density Wind on Stem • 3.5011 = 0.50 ft • 0.00: 1 • 12.00 in = 110,00 pcf • 0.0 psf Soil Data Allow Soll Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingllSoil Friction Soli height to ignore for passive pressure Lateral Load Applied to Stem Lateral Load Total Bearing Load mroeultant oco, Soil Pressure 0 Too Boll Pressure 0 Heel Allowable Soll Pressure Loss ACI Factored 0 Too • ACI Factored 0 Hool • 1,320 Ibo • 2,07 in • 834 pet OK a 228 pel OK • 2,000 pig Than Allowable 1,000 pof 205 pof Footing Shear 0 Toe Footing Shear 0 Heal • Allowable • wall Stability Ratios Overturning Sliding Sliding Colas (Vortical Component Used) Lateral Sliding Force ■ 381.3 'be less 100% Passive Forces • 450.4 Ibs loss 100% Friction Forces • 464,0 Ibo Added Force Roq'd • 0,0 Ibo OK ...,for 1,5 : 1 Stability • 0.0 Ibo OK • 0,5 psi OK 10.4 pol OK 03.1 psi • 3.02 OK • 2.60 OK Footing Desijn Results 1 ..Tales._ Ask.. Factored Pressure • 1,080 205 pet Mu' ; Upward • 130 011•S Mu' : Downward • 30 011•S Mu; Design • 91 480It•S Actual 1•Way Shear • 0,40 10.38 psi Allow 1•Way Shear • 03,11 03.11 psi Toe Reinforcing • None Speo'd Heel Reinforcing • None Spec'd Key Reinforcing • None Spec'd • 2,000.0 psi Method _ 40.0 = 0.0 • 300.0 = 0.0 ft 0.350 = 0.001n • 2,015.0 Slit Stem Construction Design height Wall Material Above 'HI' Thickness Reber Site Reber Spacing Reber Placed at Design Data - Ib/FB • la/Fa • Total Force 0 Section Ibo • Momant....AcIuni 11.0 • Momont.....Allowablo • Shoar.....Actuel psi • Shear Allowablo psi • Oar Dovolop ABOVE HI. In • Bar Lap/Hook BELOW HI. In is Wall Weight Reber Depth 'd' In • Masonry Data Page 1 !Footing Strengths & Dimensions f,c = 3,000 psi Min. As% To Width Heel Width Total Footing Width Footing Thickness Fy ft ft Key Width • Key Depth • Key Distance from Too • Cover 0 Top a 3.00 in ...Height to Top • ...Height to Bottom • • 60,000 psi 0.0012 0.50 ft 2.00 9.00 in 0,00 in 0.00 in 0,00 ft 0 Btm.• 3.00 in 0.00 It 0.00 ft (. Top_ Smem _____ ft • Stem 00 • Concrete • 8.00 • S 4 • 18.00 • Edge 0.10e 4106 485.0 3,621.3 6.0 03.1 17.00 0.00 00.7 0.00 I'm psi • Fs psi • Solid Grouting • Spacial inspection • Modular Ratio 'n' Short Term Factor • Equiv. Solid Thick, • Masonry Block Typo • Medium Weight Concrete Data... _. -... _.._.__ . f'o psi • 3,000,0 Fy pal to 60,000.0 Other Aowlptsbls sizes a Swathes Toe: Not req'd, Mu a 8' Fr Heel; Not req'd, Mu < S' Fr Key; No key defined To specify your title block on • these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : 1911-1- Dsgnr: Descrlpt on : Scope : Job 11(4Z (•Sb Date: 11:33AM, 7 MAR 02 UUS'°' °' U!•r K Cantilevered Retaining Wall Design : w•Ot0lfll. We S.1.f. !7•Jun•1!f!, wlnl! 1e, 1fS74f tllr* ALC Description Wall at Tow Path Page 2 Summa of Overturning & Resisting Forces & Moments Item Heel Active Pressuro Too Activo Prossure Surchargo Over Too Adjacent Footing Load Added Lateral Load Load 0 Stem Abovo Soll • 8olsmicLoad • at OVERTURNING Force Distance Ibs ft 381.3 1.42 0.58 0.75 Moment h•k 511.8 Total • 381.3 O.T.M. • RsslstinglOverturning Ratio • 3.02 Vortical Loads used for Soil Pressure) • 1.325.7 Ibs Vortical component of activo prossuro usod for soil prossuro 511.8 RESISTING Force Distance Ibs h Soil Ovor Hool Sloped Solt Over Hool Surchargo Over Hool Adjacont Footing Load e Axial Dead Load on Stoma Soil Ovor Too Surchargo Ovor Too Stem Weight(s) • Earth 0 Stem Transitions s Footing Wolgh1 Koy Wolght • Vort. Componont Total • 513.3 1.83 0.00 55,0 0.25 388,7 0.83 281,2 1.25 Moment h•ll 941.1 13.8 322.2 351.8 89,5 2,50 223.7 1,328.7 Ibs R.M.• 1,882.3 1 8.1n Cone w/ 14 0 18,In o/c 1'4" ;11•0011.1L1.111:6L1,141 /111,3080,1n Solid Grout, Soo Intp 11000,1n OToo 110.7.8, I .51, , - .. , , . 41.0" Y-6" 44)" 3' Illaceows.aametstsammitsaranorm se.maramozareszo 110003n 0 Heel Designer solect horiz. mint. 6' 21•Ct 1.101MOIMIMIM101111 MAYES TESTING ENGINEERS, INC. 7x$VIS020419112 011 August 11, 2003 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo FINAL LETTER Permit No. MI 02.076 Re: Museum of Flight 9404 East Marginal Way South Tukwila, WA MTE Protect No. E2151 Gentlemen: Everett once 917.134th Street SW Saito A•1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 1029 S. Tacoma Way Suite 9.2 Tacoma, WA 08499 ph 253.584.3729 tau 253.584.3707 Portland Office 7911 NE 33rd Drive Sulfa 100 Portland, OFI 97211 ph 503281,7515 fax 501281,7879 This Is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you, To the best of our knowledge, all work Inspected was either performed in accordance with, or corrected to conform to the city approved drawings, or engineer approved changes, Special inspection was provided for: 1. Reinforced Concrete We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President Cc: Julie Lawton - Seneca Group Rich Olander- Sellen Construction MSD :rt3m SHANNON &WILSON, INC. l� (3EOfieCHNICAL ANC Ft! /IRO7IL1aUTAL CON$uLTANTS July 22, 2003 Ms, Julie Lawton The Seneca Group 1201 Third Avenue, Suite 2350 Seattle, WA 98101 - :07t'Eiif;�:. w .a: Ail_ 2 4 'itjd RE: FINAL REPORT, GEOTECHNICAL CONSTRUCTION OBSERVATION, MUSEUM OF FLIGHT EXPANSION, PHASE 1 MILITARY GALLERY, TUKWILA, WASHINGTON Dear Ms. Lawton: This is our final geotechnical report regarding construction of the Phase 1 Military Gallery for the Museum of Flight Expansion in Tukwila, Washington. Shannon & Wilson, Inc., provided on -call geotechnical services for the following tasks: ► Retaining wall footing subgrade evaluation ► Test and production pile installation (pile driving) observation • Vibration monitoring during pile driving near existing structures • Review of contractor submittals Mayes Testing observed the backfill compaction and drainage for the project. Our specific observations and recommendations regarding the geotechnical aspects of construction are discussed in our project memoranda that were mailed to you throughout our involvement in the project. The majority of our work was completed during the summer of 2002: however, our field observations extended from June 19, 2002, to April 1, 2003. While we were not continuously present during all construction operations, it is our opinion, based on our site visits, that the geotechnical construction tasks listed above have been satisfactorily completed in accordance with NORTH 34TH STREET SUITE ICO PO BOX 303303 SEATTLE, ',',ASHIN ETON 9d l 3 23 t332.cb.)2u FAX 208,E:5,8777 TOO: 1.300.833 +8388 21- 1.09383 -012 ,Ava.e�!rh: %..fPk'1'i':;!'fil �iii_SA".Nlii`4S &? '✓, i "£n•`"ti is •�r: v: o,•`; Ms. Julie Lawton The Seneca Group July 22, 2003 Page 2 Y SHANNON 6WILSON, INC. the approved project plans and specifications. We look forward to working with you on the upcoming phases of expansion. Sincerely. SHANNON & WILSON, INC. r6CPIRES 8/15L 5' 1 Carole L.B. Mitchell, P.E. Senior Principal Engineer CLBM:CARkibm 7. :2 -0 3 c: Mr. Barney Munsavagc, NBBJ Mr. Rich Olender, Scllen Construction Mr. Andy Fry, MKA :1.1.O»$t.Q1;4.t;ssp -lld 21 -1- 09383 -012 June 4, 2002 Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Julie Lawton 1201 Third Avenue, Suite 2350 Seattle, WA 98101 RE: Letter of Incomplete Application #i Development Permit Application Number M102.076 Museum of Flight — 9404 East Marginal Way South Dear Julio: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 3, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Aulldlna Dcnartmont: Ken Nelson, Plans Examiner at (206) 431 - 3670, if you have questions concerning the following: 1. She plan required that will key each wall section to each detail. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) comniete sets of revised plans, specifications and /or other documentation bo resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mall or by a messenger service. If you have any questions, please contact inc at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl File: Permit File No, M102.076 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206. 431 -3670 • Fax: 206.431.3665 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: , . MI02 -076 PROJECT NAME: _ _ Museum Of Flight SITE ADDRESS: 9404 East marginal Way SOUth Response to Incomplete Letter 40 _Response to Correction Letter # # After Permit Is Issued DATE:. 06 -11 -02 Original Plan Submittal DEPARTMENTS: %.W 33144° Building DivisioG n Publ orks Fire Prevention Structural DETERMINATION OF COMP,,; (Tues., Thurs.) Complete U Comments: Incomplete ❑ Planning Division Permit Coordinator fEJ DUE DATE: 06-1 3-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments deturminod incomplete: Bldg (� LETTER OF COMPLETENESS MAILED:_ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR C RRFC IONS: Approved ❑ Notation: REVIEWER'S INITIALS; Approved with Conditions DUE DATE: 0 7- �,1 "OZ Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections: Bldg ❑ Fire D Ping ❑ PW ❑ Staff Initials: Documentshout n&slip.doc 2.28.02 1 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: MI02 -076 PROJECT NAME: Museum of Flight SITE ADDRESS: 9404 East Mar final Wa 5 ,,,__,,,,,,Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # ___._Revision # After Permit Is Issued DATE: 06 -03 -02 DEPARTMENTS: D Bui dn a v si 4L U Public Works a a Fire Prevention ►+�I, 6-4 •a1‘ Structural 11 ❑ Plannin _ Division Permit Coordinator Ig 0 DETERMINATION OF IOMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE: 06-04-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED' 4'5.00 Z Departments determined Incomplete: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: O O O S: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 07- 0Z -02.� Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 g �r 62 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M102 -076 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter h ❑ Revision # — after Permit is Issued Project Nang: Muscum of Flight Project Address: 9404 East Marginal WySouth Contact Person: Julie Lawton Phone Number Summary of Revision: OFTUKWILA P6R Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ✓1! �G El Entered in Sierra en (0 /I-0 9-- 06/04/02 LICENSE DETAIL INFORMAON Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License SELLEC "372ND Name SELLEN CONSTR CO INC Address PO BOX 9970 Address City SEATTLE State WA Zip 98109 Phone Number 2088827770 Effective Date 8/20/1983 Expiration Date 8/1/2003 Registration Status ACTIVE Typo CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL. Other Specialties UBI Number 678006698 • '`,_ *V1RW CROSS REFERENCE FILE FOR THIS LICENSE * * * * ',"LVIEWPRitsietPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * * * *CHECJ INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * yoW CONTRACTOR INSURANCE INFORMATION * * * Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page https: / /wws2 .wa.gov /lni/bbip /TF2Form.asp ?License = SELLEC * 372N0 08/02/2002 1: lg