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Home My WebLink AboutPermit D06-398 - Museum of Flight - Winglet SculptureMUSEUM OF FLIGHT 9404 EAST MARGINAL WAY S D06 -398 Parcel No.: 3324049019 Address: 9404 EAST MARGINAL WY S TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: httn: //www.ci.tukwila.wa.us Tenant: Name: MUSEUM OF FLIGHT Address: 9404 EAST MARGINAL WY S , TUKWILA WA City of Tukwila Owner: Name: KING COUNTY MUSEUM Address: 9404 E MARGINAL WAYS , SEATTLE WA 98108 Phone: Contact Person: Name: SCOTT MCCONNELL Address: 9404 EAST MARGINAL WY S , TUKWILA WA 98108 Phone: 206 764 -5700 Contractor: Name: OWNER AFFIDAVIT ON FILE - SCOTT MCCONNELL Address: , Phone: Contractor License No: DESCRIPTION OF WORK: INSTALL A 16' TALL SECTION OF A 747 WINGLET (SCULPTURE) Value of Construction: Type of Fire Protection: Type of Construction: $16,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D06 -398 Issue Date: 11/14/2006 Permit Expires On: 05/13/2007 Expiration Date: Steven M. Mullet, Mayor Steve Lancaster, Director Fees Collected: $518.28 International Building Code Edition: 2003 Occupancy per IBC: doc: IBC -10/06 006 -398 Printed: 11 -14 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: htto: //www.ci.tukwila.wa.us N Number: 0 Size (Inches): 0 N Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: N x th, e Print Name: SeO7 //<(.0.0f/c/./ Permit Number: D06 -398 Issue Date: 11/14/2006 Permit Expires On: 05/13/2007 Private: Public: Profit: N Non- Profit: N Private: Public: 0,44o Date: 101414/ Steven M. Mullet, Mayor Steve Lancaster, Director this permit and know the same to be true and correct. All provisions of law and ordinances ther 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 construction or the ance of work. I am authorized to sign and obtain this development permit. Signature. Date: ////94 6 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 front the last inspection. doc: IBC-10 /O6 006-398 Printed: 11 -14 -2006 Parcel No.: 3324049019 Address: Suite No: Tenant: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us MUSEUM OF FLIGHT City of Tukwila 9404 EAST MARGINAL WY S TUKW 1: ***BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * * continued on next page** Permit Number: Status: Applied Date: Issue Date: D06 -398 ISSUED 10/24/2006 11/14/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doe: Cond -10/06 D06 -398 Printed: 11 -14 -2006 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: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Print Name: 5 ca r N'(' o .v ,ve // D //// D06 -398 Printed: 11 -14 -2006 CITY OF TUKWILA Community Development partment Public Works Department'® Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Name:-5467 Mt ott/ // Contact Person: (Or NJGLo q ttpermi4 ',WUcc tluIMtPenni applies* Ian (7-2004) Revised' 6-S -0S Ni uildin B gPe _ Mechanical Permit Perrint No. Public Works Permit No. Project No: .;' (For.d�ce us on Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" Site Address: 99.0y G, Ni(aern/ t✓ay 5 Tenant Name:A y f tk w1 ®A t* * Property Owners Name: Sit -nee at-/ 4 live- Mailing Address: Sis'lL AS /t.yi ✓L Mailing Address: C Mme;. •/ trwy. E -Mail Address:SAVoile t// & O/ ` AJe t**,OA r ' /, 4ro/ - - E -Mail AddressiSM/z''s NNW / / A�/cJcay Page I King Co Assessor's Tax No.: *77- D - 10 ( 1 Suite Number: Floor: New Tenant: ❑ .... Yes W4o S. City State Zip Day Telephone: 2- V —nit '-A City State Zip Fax Number: 2c6-76 GENERAL CONTRACTOR INFORMATION (Mechanical Contractor information on back page) Company Name: f' L'Net. Mailing Address: City State Zip Day Telephone: 70<'76 r /" S741 0 Fax Number: JO' 6- 719 - C7' 7 Contractor Registration Number: Expiration Date: "An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" ARCHITECT OF RECORD All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number. State State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: Zip Valuation of Project (contractor's bid price): $ /5 (J00 Scope of Work (please provide detailed informatio - ref for a— If ' 7 // Se-e- rol 0, a �I. 7y7 4 'i4f'/rs 7 CSGw/On,4,7 Existing Building Valuation: $ Will there be new rack storage? ❑ ..Yes [y!. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks ova 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. gNynmiu Ph"‘icc changes \Pnmit roplin,ion 0- Revised 6-1-05 hh Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 "Floor g Floor 3 Floor Floors - thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport _ Covered Deck Uncovered Deck Valuation of Project (contractor's bid price): $ /5 (J00 Scope of Work (please provide detailed informatio - ref for a— If ' 7 // Se-e- rol 0, a �I. 7y7 4 'i4f'/rs 7 CSGw/On,4,7 Existing Building Valuation: $ Will there be new rack storage? ❑ ..Yes [y!. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks ova 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. gNynmiu Ph"‘icc changes \Pnmit roplin,ion 0- Revised 6-1-05 hh Page 2 Scope of Work (please provide detailed information): Water District ❑...Tukwila ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑... Va ue ❑ ...Sewer Use Certificate 0... Se ❑ ...Septic System - For onsite septic system, Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑...Total Fill ❑ ... Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public ❑...Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Se Monthly Service Billing to: Name: Mailing Address: q:Ope,mits plusticc changes tpe,n it application (7-2004) Revised: 69 -05 M cubic yards cubic yards Water District #125 Call before you Dig: 1- 800 -424 -5555 Please refer to •Public Works Balletin #1 for fees and estimate sheet. • 0.. Renton ❑...Seattle vailability Provided ❑ .. Approved Septic Plans Provided rovide 2 copies of a current septic design approval by Ki Submitted with Application (mark boxes which a ❑...Civil Plans (Maximum Paper Size -22" x 34 ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easeme (s) ❑ .. Maintenance Agree ' nt(s) 0... Hold Harmless ❑ .. Abandon Septic ❑ .. Curb Cut ❑ .. Pavement C ❑ .. Looped F Line O# WO# WO# Private Private Number of Public Fire Hydrant(s) ❑...Sewage Treatment Page 3 ❑ .. Highline ❑...Renton ❑ .. Right-of-wa i se - Profit for less than 72 hours .. Right-of- Use — Potential Disturbance ❑ .. in Flood Zone ❑ + to s .image ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Si City County Health Department. ❑...Traffic Impact Analysis Day Telephone: City State Water Meter ' efundB Name: Day Telephone: Mailing Address:. - - State Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furace< BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /I,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFOO ATION - 206 -431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city State Zip Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement Commercial: New .... ❑ Replacement Fuel Type: Electric ❑ Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to a l permits in this application 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 grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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. BUILDING OWNER Signature: ORIZED AGENT: Print Name:3 (/T / Mailing Address:' F /lace:+•/ t✓ay S. Date Application Accepted: - I of n 9 a, 9.ttyaeria Plug ice aa ypli rdwilles mutiue (7. Revised dr.os en lati (sn state , zip Date Application Expires: oil 12 l �� Page 4 Date: /O ,/Z'V: 6 Day Telephone: 7i6.ne/ 67ela Staff Initial City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3324049019 Permit Number: D06 -398 Address: 9404 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/24/2006 Applicant: MUSEUM OF FLIGHT Issue Date: Receipt No.: R06 -01716 Payment Amount: 518.28 Initials: JEM Payment Date: 10/25/2006 03:41 PM User ID: 1165 Balance: $0.00 Payee: THE MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Description Amount Payment Check 45307 518.28 ACCOUNT ITEM LIST: Description Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code 000/322.100 000/345.830 000/386.904 RECEIPT 311.38 202.40 4.50 Total: 518.28 1135 10/25 9716 TOTAL 518.28 doc: Receipt Printed: 10 -25 -2006 Project: /V2/5/WA, &t774 *I Type of Inspection: n: ,� 4 i `-1 Address: /I /A q-/QeV /4 S 1 �/nA � /(.F Date Called: Special Instructions: Date Wanted: y — ( 2 o —Cr? intl. Cam. Requeste Phone No: - y S INSPECTION RECORD Retain a copy with permit 4 ..? INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- yproved per applicable codes. Corrections required prior to approval. COMMENTS: yw 1 LI $58.00 • ' SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: / ce.r 4M iii Type of Inspection: - ` 247 �lJh! /AAA 4.4 Address: P 9v 1 A/c/t. , Date Called: t� Special ns ucnons: Date Wanted / �A°C7 a,n P.m. Requester Phone No: 2.06- ?9 -S79 INSPECT •N NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 06)437=36 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: ) 1 1� b ri $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 7, OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -782 Project: Winglet Sculpture Foundation Address: 9404 E Marginal Way S, Tukwila Inspector. Darren Reid Description/Location: Rested and concrete placed for Winglet foundation (pad footings) and surrounding curb wall per figure 8, See attachment. Resteel verified: Yes by Darren Reid Placement Data Supplier: Cadman Mix Number. 631083 Slump Spec: 4 ±1' maximum W/C Ratio Spec: .38 Air Spec: 5 ±1.5% Total Yards: 5 Placed Via: Chute Barrel Consolidated: Yes Required Strength (psi): 4000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Copies to: Owner Architect X Engineer Time Made 3:30 Other Test Methods / Standards Used: X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number. Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): Specimen Test Field Age Size Area Number Q;3(g Cure fDaysl 1l01 (Sa.in.) 1 12/7/06 7 6x12 28.20 2 12/28/06 28 6x12 2824 3 1/25/07 56 6x12 28.43 4 3/1/07 91 6x12 28.43 *Low. Engineer and Contractor notified. Tested in general accordance to: ASTM C39 x ASTM C109 Client: Address: Date: 43454 Design ® Actual ❑ 515# 1327# 1371 #' /l 540# 3/8' 85# 117# AEA 2.6 oz WRA 25.0 oz Cubic Water Slump Air % Cone. Temp Yards Added C143 C 231 C 1064 5 - 4" 6.2% 57° Weather: Overcast Slump Range: - Date Samples Picked Up: 12/1/2006 Initial Curing Method: E20 ASTM C3 -1 2. 1 . 5 Comments COMPRESSIVE TEST RESULTS Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3' F Technical Responsibility: , � RF �Fi� eo R O MORO ?OOJ Permit Number: " 398 +A. Clements General Construction, Inc 15805 SE 264 St, Covington 11/302006 Grade: 60 Manufacturer. Cascade Batch Weights /Cubic Yard Ambient Temp 45° Air % Range: Initial Curing Temp: ASTM C617 ASTM C1231 x Truck No. 304 � 0 alter C sen, Project Manager Page 1 of 1 6747 M.L King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Fom1 No.: ADMIN -62 -04 (Rev 9/06) Ticket No. 686808 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Max Load Strength Type of Fracture Weight f Lbs.) si (other than conel 26.63# 62,330 2210 26.75# 82,570 2920' 26.68# 100,070 3520' 26.80# 105,320 3710' This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 1 OG,7182 , Report Number: 43454 Permit Number: Project: Winglet Sculpture Foundation Client: Clements General Construction, Address: 9404 E Marginal Way S, Tukwila Inspector. Darren Reid Date 11/30/21x)6 Description/Location: Resteel and concrete placed for Winglet foundation (pad footings) and surrounding curb wall per figure 8, See attachment. Resteel verified: Yes by Darren Reid Placement Etata Supplier: Cadman Mix Number: 631083 Slump Spec: 4±1" maximum W/C Ratio Spec: .38 Air Spec: 5 ±1.5% Total Yards: 5 Placed Via: Chute Barrel Consolidated: Yes Required Strength (psi): 4000 Sampling and Testing Data Time ASTM C 172, C 3 : Made Cast Samples: 1-4 3:30 Weather: Overcast Date Samples Picked Up: 12/1/2006 Other Test Methods / Standards Used: CONCRETE REPORT Address: 15805 SE 264 St, Covington I kteiv e t o FE B 0 72237 c u ° o/>, Grade: 60 Manufacturer. Cascade Actual ❑ "Batch Weights /Cubic Yard Cement (lbs./type): 515# Fine Agg. (lbs): 1327# Coarse Agg. (Ibs/size): 1371# W Coarse Agg. (lbs/size): 540# 3/8" Slag Cement. (lbs): Fly Ash (lbs): 85# Water (lbs or gal): 117# Admixtures (specify): AEA 2.6 oz WRA 25.0 oz 'Cubit Water ;'; .Slump Alt % Co Temp Ambient Truck Ticket Yards Added C143 C 231 C 1064 Temp No No 5 - 4° 6.2% 57° 45° 304 686808 Slump Range: Air °t Range. Initial Curing Method: Excluding ASTM C31. 12.1.5 Initial Curing Temp: Excluding ASTM Cai - 10.1.2 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Da a Cure (Days) fln.) fSc.ln.) Weight Abs.) si (other than cone) 1 1217/06 7 6x12 28.20 26.63# 62,330 2210 2 12/28/06 28 6x12 28 24 26,75# 82,570 2920* 3 1/25/07 56 6x12 28.43 26.68# 100,070 3520* *Low. Remaining cylinder being held for 91 day break Engineer and Contractor notified. Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing In conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Copies to: Owner X Contractor Architect X Building Dept. Technical Responsibility: 1‘ X Engineer X Batch Plant atte Ct Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing JAN 2 9 227 Job Number. 06 -782 Report Number: Project: Wiinglet Sculpture Foundation Address: 9404 E. Marginal Way S. (Museum of Flight), Tukwila Inspector. Mike Gallanger Description/Location: 4' slab at winglet Resteel verified: Yes by Mike Gallanger Ply cement Data Supplier Cadman Mix Number: 631083 Slump Spec: 4t1" W/C Ratio Spec: .41 Air Spec: - Total Yards: 5 Placed Via: Tailgate Consolidated: Yes (vibrator) Required Strength (psi): 4000 Sampliflg aria Testing Data lime ASTM C.172, Q 31 Made Cast Samples: 1-4 12:30 Weather: Cloudy Date Samples Picked Up 12/5/2006 No specification for the concrete or air. Other Test Methods / Standards Used: Specimen Number 1 2 3 4 Copies to: Owner Architect X Engineer Test Field ade Qum 1/16/07 X Contractor X Building Dept. X Batch Plant Grade: 60 Manufacturer Nucor Aesig ® AcEtia [ - Ratch'tiifeighteietisa g ' . Cement (lbs./type): 515# Type I-II Fine Agg. (Ibs): 1314# Coarse Agg. Obs/size): 1359# ¶4' Coarse Agg. Obs/size): 536#'/' Slag Cement. OW: Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): (1614 • Age Da 7 Size Dna 6x12 CONCRETE REPORT 43892 Permit Number: Client: Clements General Construction, Inc. Address: 15805 SE 264 Street, Covington Date: 1/9/2007 85# 120# 2 oz. AEA, 25 oz. WRA 0 5 gal. 4 %' 4.8 63° Slump Range: - Initial Curing Method: Excluding ASTM C31 12 .6 COMMUNITY EVEL PAMET REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Area Max Load (Sa.ln.) Weight (Lbs.) 2824 29.576 169,180 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73' t 3 F Technical Responsibility: Went " : Trtrcli ; ticket 50° 235 695024 Air % Range: - Initial Curing Temp: Excluding ASTM 431- 10.1.2 X Does Not Conform Strength Type of Fracture (osi) fother than cone) 5990 ASTM C1231 x D06 -398 Iter ' . Hansen, Project Manager This report applies only to the Items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN-62-04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 06 -782 Report Number: Project: Wmglet Sculpture Foundation Address: 9404 E. Marginal Way S. (Museum of Flight), Tukwila Inspector. Wayne Barker Description/Location: Winglet foundation Resteel verified: By Darren Reid on 11/30/2006 Placement Data Supplier. Cadman Mix Number: 631083 Slump Spec: Not on plans W/C Ratio Spec: 0.37 Air Spec: Not on plans Total Yards: 2 Placed Via: Chute Consolidated: Yes (vibrator) Weather: Cloudy Date Samples Picked Up: Specimen Test Number )?atg 1 12/11/06 2 1/1/07 3 1/5/07 4 1/5/07 Copies to: Owner Architect X Engineer 12/5/2006 Other Test Methods 1 Standards Used: Field X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Cement Obs./type): Fine Agg. Obs): Coarse Agg. (Ibs/size): Coarse Agg. Obs/size): Slag Cement. Obs): Fly Ash (Ibs): Water Obs or gal): Admixtures (specify): Slump Range: - Initial Curing Method ego xsrm cal 121 s Client: Clements General Construction, Inc. Address: 15805 SE 264 Street, Covington Date: 12/4/2006 Grade 60 bes(`gn O Actual fl , :Bate 510# Type I-II 615# 1258# W 12500 135# 138# (recycled) 2.5 oz. AEA, Required Strength (psi): None 26 oz. WRA Sampling and Testing Data Tinto >; Cubic ` -Water `'$Jump, Air •4 :Cone: Temp Ambient ASTM C172,' C; 31 ' _,Made n :.Y;ftts dried , ..;0143 ,. ,: : 31 . - C' 1064 Tamp Cast Samples: 14 2:45 2 5 gal. 6" 9.5% 44 °F 47 °F REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing In calcium hydroxide water storage tank at 73° ± 3° F 43343 - Revised Permit Number: Age Size Area Max Load fDaysl f101 fSa In.l Weight fLbs.) 7 6x12 28.25 27.38# 66,840 28 6x12 28.23 27.57# 99,840 32 6x12 28.14 27.51# 98,940 32 6x12 28.14 27.40# 106,540 Technical Responsibility: RECEIVED riAH 17 2001 COMMUNITY DEVELOPMMT D06 -398 Manufacturer. Cascade eightslCUbic Ya Air % Range: Initial Curing Temp excluding *SW cat .101.2 Conforms X Does Not Conform Strength Type of Fracture si {other than cone) 2370 3540 3520 3740 ASTM C1231 x Truck No. 25 alte , ` -' sen, Project Manager This report applies only to the Items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. Icing Way S., Seattle, Washington 98118 — Phone (206) 725 or 1 888 - 4 - US — Fax (206) 723 - 2221 Form No.: ADMIN -62 -04 (Rev 9/06) Ticket No 26687467 OTTO ROSENAU & ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing 0 2006 PFD,-__ Evrs �/T nt o ? Job Number: 06 -782 Report Number 43454 Permit Number: D06 -398 Project: Winglet Sculpture Foundation Client: Clements General Construction, Inc Address: 9404 E Marginal Way S Tukwila Address: 15805 SE 264 St, Covington Inspector: Darren Reid Date: 11/30/2006 Description/Location: Resteel and concrete placed for Winglet foundation (pad footings) and surrounding curb wall per figure 8, See attachment. Resteel verified: Yes by Darren Reid 'Planetnpn :Data ' Supplier: Mix Number Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength :Sampling and Taking_Data ASTM 0172;C:31 "::; Cast Samples: 1-4 Weather: Overcast Date Samples Picked Up: Cadman 631083 4±1" maximum .38 5 ±1.5% 5 Chute Barrel Yes (psi): 4000 Other Test Methods / Standards Used: Copies to: Owner Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT Design Cement (lbs./type): Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 85# 117# AEA 2.6 oz WRA 25.0 oz Time . Aivater :1:4ir'?7o ,Conc.;TemP 'Amtstent Trtidk Made Yards '"Added , C143 ,- C231. . `'C`1164 tamp •No. 3:30 5 - 4" 8.2% 57° 45° 304 Slump Range: 12/1/2006 Initial Curing Method: E°d adbq ASTM c31. 12.1.5 < - a , . Gemmnnta _,. REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Number Drg Cure (Days) y fSa.in.l Weight (ibs.) foil 1 12/7/06 7 6x12 28.20 26.63# 62,330 2210 2 12/28/06 28 6x12 28.24 26.75# 82,570 2920* *Low. Remaining cylinders being held for 56 day breaks. Engineer and Contractor notified. Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 - Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° ±3° F Grade: 60 Manufacturer: Cascade t VA6livarti ighf§ /Cubic Yaixt 515# 1327# 1371 # %° 540# 3/8* Technical Responsibility: Air % Range: Initial Curing Temp: tree IN Ticket 140i 686808 Exc ding ASTM C31 - 10.1.2 ASTM C1231 x Type of Fracture (other than cone) tter : Ha !- , - tPot = = g er This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our fine is strictly prohibited. Page 1 of 1 8747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4800 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -782 Report Number. 43454 Project: Winglet Sculpture Foundation Client: Address: 9404 E Marginal Way S, Tukwila Address: Inspector Darren Reid Date: y, Description/Location: Resteel and concrete placed for Winglet foundation (pad footings) and surrounding curb wall per figure 8, See attachment. Resteel verified: Yes by Darren Reid - - - Placement Data Supplier: Mix Number. Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Cadman 631083 4 ±1" maximum .38 5 ±1.5% 5 Chute Barrel Consolidated: Yes Required Strength (psi): 4000 Sampling and Testfng boa Time • ASTM ,172,631=2 , -' Made Cast Samples: 1-4 3:30 Weather: Overcast Date Samples Picked Up: 12/1 /2006 Other Test Methods / Standards Used: Specimen umber 12/7/06 Copies to: Owner Architect X Engineer Test Field 1202 Cure X Contractor X Building Dept X Batch Plant Age Mays). 7 CONCRETE REPORT Design Cement (Ibs./type): Fine Agg. (lbs): Coarse Agg. Qbs/size): Coarse Agg. (Ibs/size): Slag Cement. (Ibs): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): unic Water : $lump Air °7a" !Ards „Added,,, , C143, ,,, C 241:1; . 5 Slump Range: - Initial Curing Method: Exu,a4,g am C31 -121.5 <' Comments REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Size Dn1 6x12 Area 'Agana 28.20 4" 6.2% Permit Number: Clements General Construction, Inc 15805 SE 264 St, Covington 11/30/2006 Grade: 60 Manufacturer: Cascade ® .Actual'[ Batch Weights(Cubic Yard 515# 1327# 1371# %" 540# 3/8 85# 117# AEA 2.6 oz WRA 25.0 oz 57° Max Load Wei (Lbs.) 26.639 62,330 Tested In general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing In conformance to ASTM Cl231 Final curing in calcium hydroxide water storage tank at 73° ± 3° F Technical Responsibility: enc;rf!ei 45° Air % Range: Initial Curing Temp: RCvCI V CU DEC 2 6 2006 COMMUNITY DEVELOPMENT 304 006 -398 Excluding ASTM C31 -10.1.2 Conforms X Does Not Conform tjcliet $9. 686808 Strength Type of Fracture si fother than cone) 2210 ASTM C1231 x ansen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written pennIssion from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723 Form No.: ADM/N - -62 -04 (Rev 9/06) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -782 Report Number: Project: Winglet Sculpture Foundation Address: 9404 E. Marginal Way S. (Museum of Flight), Tukwila Inspector: Wayne Barker Description /Location: Winglet foundation Resteel verified: By Darren Reid on 11/30/2006 Grade 60 Manufacturer: Cascade Placement Data i5es(gri� A gtual' ; €1actlWei() titsCublo�fard Su tier: Cadman Cement lbs Number 631083 Slump Spec: Not on plans W/C Ratio Spec: 0.37 Air Spec: Not on plans Total Yards: 2 Placed Via: Chute Consolidated: Yes (vibrator) Required Strength (psi): 4000 Sampling and Testing Data. Time ASTM C172,C31 Made Cast Samples: 1-4 2:45 Weather: Cloudy Date Samples Picked Up: Other Test Methods / Standards Used: Specimen Test Field Age Number pate Cure Mays) 1 12/11/06 7 Copies to: Owner Architect X Engineer X Contractor X Building Dept. X Batch Plant CONCRETE REPORT PP ( /type): 510# Type I -11 Fine Agg. (Ibs): Coarse Agg. (Ibs/size): Coarse Agg. (lbs/size): Slag Cement. (lbs): Fly Ash (Ibs): Water (lbs or gal): Admixtures (specify): 615# 1258#'/x" 1250# 135# 138# (recycled) 2.5 oz. AEA, 26 oz. WRA Cubic Water Slump Air % `: COPc. TeMli Yards . /' Added C143 C 231 C 1064 2 5 gal. 6" 9.5% 44 °F Slump Range: — 12/52006 Initial Curing Method. Excluding Arm C31- 12.1.5 5 a, a. QoImments REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Size Area find fSa.ln.) 6x12 28.25 Tested in general accordance to: ASTM C39 x ASTM C109 _ ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F 43343 Permit Number: D06 - 398 Client: Clements General Address: 15805 SE 264 Street, Covington tc. n Date: 12/4/2006 Max Load Wei h !Lbs.) 27.38# 66,840 Technical Responsibility Mtbietlt Temp 47 °F Air % Range: Initial Curing Temp: ASTM C1231 x Truck Mo. 25 Page 1 of 1 6747 M.L. IGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1-888-OTTO-4-US - Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 9/06) Ticket No. 26687467 Excluding ASTM C31 - 10.1.2 X Does Not Conform Strength Type of Fracture si (other than cone) 2370 This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Design Team: Owner: Museum of Flight 9404 East Marginal Way South Tukwila, WA 98108 (P) 206-764-5700 (F) 206-764-5707 Design and Construction: The Museum of Flight will serve as it's own contractor. Peter Bro, Director of Facilities 206 - 768 -7149 Scott McConnell, Project Manager 206 - 768 -7202 Project Scope: Museum Of Flight Winglet Project General Information: Existing site Area: 226,565 SF Existing Zoning: M -H Heavy Manufacturing Seismic Zone: Zone 3 Fire Zone: Zone 3 Use of existing building: Museum Occupancy: Group A, Division 2.1 (3) Type of construction: Type II. 1 hour Existing building: 185,075 SF Existing Fire Extinguishing System: Automatic Sprinkler System Automatic Heat Detection System We will be installing a section of a Boeing 747 winglet atRte'entry of the Great gallery The sculpture will be mounted to a steel bracket that will/be bolted to a concrete foundation at the base of the sculpture. The foundation will be approximately 16' in diameter and about 1' 6" in height. The top of the foundation slab will be covered with a ceramic mosaic tile and There will be five recessed lights in the foundation for lighting of the sculpture. REVIEWED FOR CODE COMPLIANCE Aeenn "CO NOV 0 6 2006 Ci Of Tukwila BUILD NG DIVISION FILE COPT Permit No. RECEIVED .trvnFWKwiLis to 2 4 2006 PERMITCENTER pdos-S11 Design By: Analysis By: Approved By: AVIATION PARTNERS, INC. STRUCTURAL ANALYSIS OF THE 747 BLENDED WINGLET DISPLAY AT THE MUSEUM OF FLIGHT c" L.B. Gra er L. Gratzer Dave TIcier • L.B. Grafter I ins P r copy REVIEWED FOR 5t CODE COMPLIANCE r 4 norinvF0 NOV 0 6 2006 S 4t41 C1ty� BUILDI G DIVISION 1- Date Date 6 z/ — ce, Date CR VILA OCT 2 4 2006 DUD M V PERMITCEMER TABLE OF CONTENTS Page No. Summary 1 Introduction 2 System Configuration and Analysis 2 Loading Equations Derivation 8 Critical Design Point 12 Calculation of Forces and Moment 13 Support Stand Forces and Moments, TABLE I 18 Stress Analysis 19 Tower Analysis 20 Support Stand Analysis 21 Stand Base Analysis 23 Assembly Mounting Base 24 Conclusions 26 SUMMARY The Museum of Flight intends to install a prototype of the 747 Blended Winglet at or near the entrance to The Museum of Flight to highlight a recent technical advance in the field of Aviation. The subject report provides an overview of the display design. Since the winglet will be located in a weather environment, a loads and stress analysis was carried out to establish the structural integrity of the installation. The critical case in a situation with 100 mph winds was analyzed and the stresses evaluated for all critical components of the structure. Even for the highly unlikely event selected, the structural margins were found to be at least 4 to 5 times relative to ultimate material stresses. Thus, the installation is judged to be satisfactory from a structural safety standpoint under the most extreme and unlikely conditions. 1 Structural Analysis of 747 Blended Winglet Display Introduction The Museum of Flight, Seattle, WA, has determined that it would be desirable to create a major display that would highlight a unique aeronautical development that represents a significant technical achievement by a Seattle based company. Also this development has had substantial commercial success throughout the world. Toward this end they have chosen to display the prototype of the 747 Blended Winglet at the entrance to the Museum. The following report presents the features of the display and also provides the results of a structural analysis which validates the integrity of the structure and certain characteristics that will avoid possible safety issues in the future. System Configuration and Analysis The attached sketches (Figs. 1, 2 and 3) show the 747 Blended Winglet prototype installed on the mounting arrangement designed for display at the Museum of Flight. The following is a structural analysis of the winglet display and support elements for the above arrangement. The actual hardware as constructed corresponds in all essential respects to the above illustrations. The approach will be to determine the loads that can be expected to be applied to the winglet and supporting structure. The general equations are first developed to provide a basis for selecting critical loading conditions. Following determination of the critical design point(s), numerical analysis and calculations will establish the actual loads. Based on these loads, a stress analysis of critical parts of the structure will determine the suitability of the structure for its intended use. The analysis will be limited to static 2 loads cases only. Dynamic cases will not be included since it is anticipated that the support structure will be very rigid which would preclude significant dynamic interactions with wind induced forces. It will be apparent from results of the static analysis and low stress levels that the structural stiffness is very high which validates the above assumption. As for the winglet structure itself, there is no need to consider . a structural analysis because the original design analysis, augmented by flight test data has shown the winglet to be capable of supporting loads (including dynamic loads) far in excess of those that would be imposed by 100 mph winds, i.e., the critical design condition. The following discussion relates to the loads which are assumed to be applied to the winglet and its supporting structure. The loads equations are first derived based on the assumption that the loading conditions correspond to a wind speed of 100 mph. and that the wind is directed so as to produce the angle of attack corresponding to maximum lift. Figure 4 shows the winglet in relation to the basic right hand xyz coordinate system. Also included is the derivation of the forces and moments equations corresponding to applied air loads P, (Normal), V (Vertical) and D(Drag). Figure 5 shows the scheme for resolution of the forces and moments at the winglet mounting tower located at the head of the stand. These are further resolved into their appropriate components; F F F and moments M, P, Q shown at a representative station on the support strand. This relationship is shown in true dimension by the oblique view. On the following Page 10, the final equations 3 the above relationships in terms of forces F F B , F and moments MA, M M are presented. For various reasons, it is desirable to keep the aerodynamic effects separate from the weight effects. Therefore forces and moments equations related to winglet weight are given independently in the text below. The forms exactly parallel those previously used for air loads although some terms are missing because only a single component of force (i.e., weight) is involved. In the numerical analysis which follows the load components will be combined to determine overall loads and stresses for the critical design case. 4 n •1 It1cLJV7-7 N(, x 29 - SASE cev c. REAR' t/ /6 If nn �I 6 /oN 7 0 else f wssr$i#rL 72/7 fir/ NVzET- . )ZS / AT A' /OF L ,e r',gsxr%F,e 7 / 5 PE icy✓ /2 /0/6/lea 44° ✓4rm4cnztaa ,�E " Tff /L Sc G fit 3 " E'OL Al e/1414 9 N 'n x9 „4Trgew M air' Ca1a-4✓,vEL " 120 OIL& A. 7 r Ris - sib/ycer , n ii A1cVT 4 Ayr-Y• - Dotr FG4A /6 ro $ c /N /6 -2r -or 1, d GRr4r;e , 7 Ktf1F k k/ 7 V f yet,,/ l 7 - 6r Cren1CAA/4/A7 CY$7RR -M. yc r s + 4 t 4 /ter = - c P � t * -x;V 8 k 5-60 ,7- 76 , / toe tick C'c"c /9.7✓v ! r c 4,.-ri ,C.zA -771.4 ire ef4 1pc /,ih f76'v1E• 9 Forces and Moments at theTower Mounting Attachment MA = M y sin /3 + cos 1 6 FA = F sin /3 + F, cos /3 M = M cos /3 — sin /3 F = F cos /3— F, sin /3 M = y D +Ar P cos 0 F = PsinS +V Primary Forces and Moments at a Representative Station on the Support Stand M = M — FB (z — z) + F, (s — s) P = M cos O + F (z — z ) cos 0 + M sin Q = M, cos9 —M sin g + (zT — 2) sin F = F A F, = FB COS B + F, sin F Q = — FB sin 0 + F z cos8 10 Effects of Winglet Weight A F, = 0 A F, = 0 A F = — W (Weight of Winglet) A M: = W Y,,, A M = W x AM, = 0 To correspond to the above, we have A = 0 AF = 0 AF _ —W AM = AM sin /f + AM cos f A M B = AM,, cos f 6— AM, sin f A = 0 and in final form AM = AM +AF, (s —s) AP = A MB cos° A = —A sin° A F„ = 0 A = A sine) A F = A F, cos t9 11 Critical Design Point An analysis of the factors that determine loads on the winglet and the support system will show that the maximum aerodynamic loads will be obtained for a condition where the wind speed corresponds to a value unlikely to be achieved during the life time of the display and to a wind direction that will produce the maximum possible Load / q. This will be achieved at an angle of attack that produces maximum lift, CL. in the positive sense. Although there is a similar loading case involving negative angle of attack, the corresponding value of the c will not exceed about 80% of the positive value. Since the major loads produced will be smaller and have the opposite sense, relative to the positive angle of attack case, the negative case is not critical. The following shows the results of detailed calculations for the critical design point case. Based on the above criteria, an analysis of winglet loads is carried out and documented herein for the following conditions: Wind Speed = 100 mph (q = 25.6 PSF) Wind Direction (i.e. AOA) to give maximum load Steady atmospheric conditions Assume C = 1.2 (Section value) Assume a load distribution that is elliptic at the free end on each of the vertical and horizontal segments of the winglet. Based on the above assumptions and the relationships given in Fig. 4, we determine the following relevant geometric parameters. Wherever there may be some ambiguity in the values calculated, the results are interpreted conservatively, which means that the values giving the largest loads are used. 12 Having established the general relationships for structural loads, we now proceed to evaluate loads and corresponding stresses for critical conditions which define the design point. Calculation of Forces and Moments Aerodynamic Loads The aerodynamic forces and moments are readily established based on the assumptions previously given for the critical design point. However, it is further assumed that the loads are located at their respective centers of pressure so there is no pitching moment to consider. However, the drag is estimated to consist primarily of induced drag with a very small component due to skin friction. The associated pressure drag is also quite small since the maximum C occurs at an angle of attack corresponding to minimal flow separation. Therefore, the drag is estimated using the induced drag formula: L Drag — s ,r qb where L = lift = P + V sin 0 = 2,227 lb. and b = effective span = 15 ft. 13 S, = 2 (9.5 + 3.0) (966) 93.8 ft 2 S„ = 2 (9.4 +13.5)(3.45) = 38.8 ft z = .40 (14.5) = 5.8 ft Yi = R tan ( 90 2 0 l - 4.5 (.76) = 3.45 ft x, = 1.91 ft (scaled from drawing) Y = 14.5 (.268) + 3.45 = 7.34 ft x = 8.61 ft (scaled from drawing) Note that R = transition radius and 0 = cant angle. Appropriate calculations for forces and moments follow: .67 c q S,, = .67 (1.2)(25.6)(93.8) = 1931 lb. .95 C qS = .95(1.2)(25.6)(38.8) = 1142 lb. The loads calculations are separated into two types; i.e. those due to air load as shown previously and those increments due to weight as given below (Pg. 17). This separation is made for convenience since the air loads might vary according to any number of conditions while the weight effects are constant. It will also be apparent that the weight effects are generally small relative to the air loads. Using the relationships obtained above, we now evaluate the forces and moments for the stations illustrated in the layout of Figure 6. The calculation sheet, Table I displays the results for forces and moments at selected locations. These will be used to evaluate stresses throughout the stand structure and its foundation base. 14 Aerodynamic Loads F, = D L' — ( P , + l c sin 90' 4 x106 = 274 ;TO,' n (25.6 (15) n(25.6) (225 F = P,cosO = 1931 (966) = 18651b. F, = P +V = 1931(.259)+1142 = 1642 lb. M, = — 5.8 (1865) — 7.34 (499.8 — 3.455 (1142) = — 16,456 ft. lb. M y = — 8.61 (500) — 1.91(1142) + 5.8 (274) = — 4896 ft. lb. M, = 7.34 (274 ) + 8.61(1865 = 18,069 ft. lb. Based on equations from Pg. 10, we arrive at the following values (for ,(1 49 M = — 4896 (.755) — 16,456 (.656) = — 14,487 ft. lb. F, = 1865 (.755) + 274 (.656) = 15851b. M = — 4896 (.656) + 16,456 (.755) = 9212 ft. lb. F8 = 1865 (.656) — 274 (.755) = 10161b. M = 18,069 ft. lb. F = 1642 lb. Finally, we obtain the following for the aerodynamic loads: M = — 14,487 — 1016 (z — z) + 1642 (s — s) ft. lb. P = 9212 cos B + 1585 (zr — z) cos B + 18,069 sin B ft lb. Q = 18,069 cosh — 9212 sine + 1585 (z — z) sin B ft. lb. 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Ss :ee : Iis..ii11111e 11 :11 11 U US 1 u 1:3°•;11 >, s ei :3.3 a ; 3 e is.e.::... 11...n. .; MO* 11111611 _ 9 sm�:l . :11:•g :sein•••': ;7:9:7::a = : II 111 3•:19= 61 Cis 1.33:.? 17:41 Ii!E '.1i : :gEE9 3 : E : 1 331 113i 2 MN ...... a......s :ii9 = = =' 1 i9� : r. �e ii'e' 9°s� s ei 1 ••••v'i i �tsx 3 nh : l e d. e :s : i a .. Oa a ;gai :� "el3UM81 u WI- 1x fl ans -07SS °N n t1 Winglet Weight Loads A F, = 0 A = 0 A F , = — weight = - 650 lb. A M = 650 (3.78) = 2457 ft. lb. A M = 650 (4.58) = 2977 ft. lb. A M, = 0 A F = 0 A = 0 A F, _ — 650 lb. A M = 2,977 (.754) + 2457 (.656) = 3857 ft. lb. A M = 2,977 (.656) + 2451(.754) = 100 ft. lb. A = 0 A M = 3857 — 650 (s — s) A P = 100 cos° A Q = - 100sinG A F = 0 A = — 650sine A F Q , = — 650 cos 0 The weight increments listed above will be combined with aerodynamic loads to provide the total applied load as appropriate to a given section. 17 POINT h f 0 deg s -s i z -z in. °r Al AERO /WT P AERO /WT Q AERO /WT F AERO /WT F, AERO /WT F Q AERO /WT 1 8.0 32° 0 0 128.6 - 14,487 17,387 10,446 1,585 1,432 854 3,857 85 -53 0 -344 -551 2 9.0 39° 19.0 12.5 183.2 - 16,029 19,922 9,290 1,585 1,823 637 3,206 78 -63 0 -409 -505 3 10.5 46° 31.5 26.5 290.9 - 16,554 21,822 8,450 1,585 1,887 410 2,151 69 -72 0 - 468 -452 4 12.0 51° 47.0 41.0 434.2 - 17,447 23,241 8,427 1,585 1,915 239 1,311 63 -78 0 -505 -409 5 13.0 59° 57.0 58.0 552.0 - 17,376 24,172 7,985 1,585 1,930 -25 767 52 -86 0 -557 -335 6 13.8 68° 65.5 76.0 660.3 - 17,014 23,960 7,542 1,585 2,203 -327 309 37 -93 0 -603 -243 7 15.0 89° 70.0 95.0 848.0 - 16,022 18,446 3,660 1,585 1,660 -987 65 2 -100 0 -650 -11 Co SUPPORT STAND FORCES AND MOMENTS AT DESIGN POINT t Stress Analysis Based on the calculated loads, we now proceed to determine stresses in the various elements of the structure. These are essentially delineated as follows: 1. Mounting Tower (mounted at the top of the support stand) 2. Attachment Bolls (Winglet to tower) 3. Support Stand 4. Support Base & Bolts (Support stand attachment to assembly mounting base) The following sketch provides critical dimensions for the mounting tower and the winglet attachment bolt pattern. OBLIQUE Veil 3s 4.0 TOWE1 CeAo - RO /D Tor° View 66, 19 Tower Analysis Based on the tower configuration shown in Figure 7, the following loads, and stresses structural characteristics have been determined. Total Loads M = - 16,456 + 2,457 = - 13,999 ft. lb. M = - 4,896 + 2,977 = -1,919 ft. lb. M, = 18,069 + 0 = 18,069 ft. lb. Total interface moment is: Neutral Axis and Moment of Inertia 13 (a) Q + = But, a = Ka and a„ = - Kb which, substitud above gives So, MIN = 13 -53 Kb =0 5.3 _ • a 64 13 I= a = (131 2 +b 2 I ``(( ll = (2.34) 2 1 +(3.66 2J = 71.2 2 (13.0 +5.3) = 8818 psi 1 /M x 2 + M = 103,999) + (1,919) = 14,120 ft. lb. so we have a = 2.34 and b = 3.66 Bending Stresses a _ M, y - 14,120 (12)(3.66). 8,710 psi 71.2 p a = - .64 (8,710)= - 5,574 psi a and, sin ce — a L = b we get : Tension Stress F, = 1,642 - 650 = 992 lb. ar = 992 = 108.4 psi which when added to the positive bending stress gives : 20 Support Stand Analysis The following analysis applies to the support stand itself and its base attachment. The distribution of forces and moments and the critical geometric characteristics are shown in TABLE I. The latter are determined from the stand layout shown in Figure 6. Based on the equations previously developed and the appropriate dimensional data, TABLE I also gives numerical values separately for the aerodynamic loads and loads due to winglet weight. Inspection will show that the latter are quite small in comparison to the aerodynamic loads. Since the minimum section is at the top of the stand, i.e., STA 1, we focus on this location as being critical. Thus, even though the loads increase somewhat from upper point to lower point, the section moment of inertia increases rapidly so that the bending stresses are maximum at STA 1. Therefore, only the • stresses at STA 1 are evaluated. Also overall stiffness of the stand is greatly enhanced by the large buildup of section inertias toward the base. Therefore, no attempt to analyze dynamic loads will be made. For the square section at STA 1, the analysis on Page 22 shows that the bending stresses are quite low. 21 Stand Analysis 1 = = Irr Square Section (Typical) i l = th z z 2g ht 2 I 6 + 2 = 3th The most critical section is at STA 1 since it has the maximum value of moment / section modulus. So, analyzing STA 1, we get: v _ M, y _ 10,630 (12) (4) = ± psi si "'' l 128.6 Note = 1 = 3 ( 8 = 128 in" 17,302 (12) = 4,326 psi 2th 2(3)82 P g Q , y _ 10,393 (12� (4� o- _ = ± 3,879 psi Imo, 128 The maximum combined axial stress is: v,, = 3,968 + 3,879 = 7,847 The maximum stresses on the critical plane are: l Z = Z lo Az + 1", 2 + ( 1 0:7 I = 9,749 psi T = T + Z c = 5,833 psi 22 These stress values are substantially below the allowables for structural steel where Base of Stand C ULT = 60,000 psi r = 25,000 psi ALLO Thus the structure has acceptable margins above the stresses corresponding to the applied loading. As previously stated, the stress levels at the interface between the stand and its base (STA 7) are extremely small due to the large base cross section. Thus the stress occurring in the interface welds would be considered to be small even if the weld stress factor is 2 to 3 times the calculated value which is highly unlikely. S -74N0 BASE ($rgrion 7) 23 Assembly Mounting Base It is proposed that the entire assembly i.e., winglet plus stand will be mounted on a reinforced concrete pedestal having the dimensions and specifications as shown in Figure 8 below. The reinforcing steel configuration corresponds to standard practice for applications of this type and will be fabricated separately prior to being placed in the concrete forms. Following secure placement, high strength concrete will be poured in place. Attachment Bolt Stresses 8 - Bolt Pattern / Base Stand The maximum tension stress at STA 7 is due to the combination of moments M, and Q and vertical force, F,. Typical analysis of a multiple bolt down base gives: hn J 2 F hp As h A hi A BOLT Circular Mounting Base = 4 (.9) .64 in where subscript 1 refers to the critical bolt. Substitution of the appropriate values for h „. provides the following results: o = 7,119 psi 18,448 (12) z = [4 (1.5) (10) (1.4)1785 - 3.357 psi Conclusions: Shear stress is negligible (i.e., about 13% of allowable shear stress). Maximum tension stress is less than 12% of c yan for machinery steel. The base arrangement is quite satisfactory due to very low stress distribution in the base and attachment bolts. 24 ) d 4Pr Zz -/e2. diR(UL yrS�A✓D vac 72 /1-1o4241si;✓, & - -SL es,c A � /n =42eCD Coit/Ci TE Lt/6 r $gt; IA) ro 1$1r 3 rnr - Airy 4,2E 25 Conclusions The following summarizes the results of the foregoing loads and stress analysis and provides conclusions and recommendations. 1. The overall results show that the proposed mounting and support system for the 747 winglet installation at the Museum of Flight is satisfactory from a structural standpoint and has significant margins beyond loads imposed by highly conservative weather and severe wind conditions. 2. The loads are based on a wind speed (100 mph) and direction combination that is highly unlikely to occur particularly in the proximity of the location at the Museum of Flight selected for the installation. 3. The support system is very rigid which severely limits the possible development of dynamic loads as a significant factor in the design. Therefore, no analysis of such conditions was undertaken. 4. All the critical elements of the system have been analyzed and shown to have structural characteristics which preclude the possibility of structural failure even under an assumed loading condition which is considered highly unlikely to occur within the lifetime of the installation. 26 04 -05 -2007 SCOTT MCCONNELL 9404 EAST MARGINAL WY S TUKWILA WA 98108 RE: Permit No. D06 -398 9404 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 05/13/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jdjifer Marshall, Permit Technician xc: Permit File No. 1)06-398 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206- 431 -3665 REVIMNS No changes shall be made 10 the scope cr r - :: % V-rothnnout prior approval of Nv L: t•:. :I 1-c ::u1iL a rew plan submittal crxd t:.wy i�_.��e ��:;�ii, �sl r!zn reviaw fees. J fill��rr� ■I�i�i AM review approval is •- • •. r �nx ;_txafation of accepted code or ordinance. r approved FielS C gy and conditions s THE MUSEUM OF FLIGHT EXHIBIT DESIGN 9404 E. MARGINAL WAY S. CAMPUS PLAN N TUKWILA, WA 98108 Tji- IIl Lj1 I ICI II1 . L11 _l��l; -flI IIl 1-1-1 111 1II'i� -i I Inchl I vtel 3I I I .4I' I I 5I I I 6I -VVTSTCOW � � 3 Since 187s,• II �nlllnl Inllnn Inlllln nnlu�i Ilnlnll Inlliili�lulliil iiiiliiu iinliiil iuililu iiiiliiilliiiiliiulllillflllll11111ulIIIIIIII�II City of Tukwila MWING DIMON CITY OFTIUKWILP OCT 2 4 2006 PERMITCENTER SIGNAGE LOWONS 1/128"=l'—On 3� ►useu i'xf+" "� Y,y t t-M c •�; q(t+ ' yz � t� 'li Y !a "[N ..a : �y r��S. 'hC+•i'y? ,. :7 y gs�y,,.t`�'t. { _ vr� r ".All 5 47" M h g"let r .In at, atan, n. — \ M v A 9 � ..wy I i a � „�� ^ ;Y.� =- �s�b�5�y o��+•2* .�,� �./�h��r9 �f��,1 }�° 4 � fr s"'' i. � t- s�ly�' t� fS`,it Y+"`tr j }F � . Na�.ymt,.,.,h§� .s,"'✓b".i.� �rii'�a ,.! c�t.-.°. �: 5;... at�r"...,.r_.., ±�'+.i,ka`ec.'i� Y#§'.�:, }s- ,�,.c. A�.+?rr ` UW7" -�'+YF . K ,� i'xf+" "� Y,y t t-M c •�; q(t+ ' yz � t� 'li Y !a "[N ..a : �y r��S. 'hC+•i'y? ,. :7 y gs�y,,.t`�'t. r gpi � fro ��+�.• �r �a'4�9m�.fi.u7flU` �y -ta�.%iSt;Jru"{,t�tmli�y!'S`•°i, ST { i � 't II'I ICI III III III ICI III IjI�IIIpT�I IjIT.L��.��- I__I_II III - I- I- I,- I-I1�iI�I III I►IIII�I 1Ii 1I1'-i�il� I. I I 11 I I I 21 I I I 31 Inch 1118 - � 'vE3'1'CO'IT� Slncei872,.M 7, 9Il' 4L iiiliili�ili111�II�1 (IILLI� 1► : 1014'' I I WUO IWJ1.11 1 If i 1ll11111ilti llililllllE i 11HIIlIZ III1IIIIl II1I I E z `. " ila:ili Ili �I� �I� if -ilI I "jl ljf if I- ICI IIi. IjI 1�I, j l Ili lil i►1 lIl liInchI I II ITITP ..: I I. 5I I I 61 1 _. Slntel872" o ,. <f` � .,5"�-L7 ;�« � is ` �� } ; � �, ,4 �: � ..'• B6•. til £6 Z6 � .16: Ol_::iE Ig a g ...��.vy 9...».� -.�.5 V.•b ;. E. Z. 4 ..w� nI_Lnll nllnLllinllnlllllilLnLIII :uiliiiillnlli illlll�JJIfi ; I ' Ili lllli�Iluliill�iiillju��illiliiii�iliiliiii�iiiiliiii�iiiil ►iu� EIVED TOKWILA 42006 CENTER ACTIVITY NUMBER: DO6 -398 DATE: 10 -24 -06 PROJECT NAME: MUSEUM OF FLIGHT SITE ADDRESS: 9404 EAST MARGINAL WY S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: r4 But Ing vision P h Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMEI WORD COPY PLAN REVIEW /ROUTING SLIP a �G Fire Prevention Incomplete Approved with Condition PW�ririing Division inj Permit Coordinator DUE DATE: 10-26-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11-23-06 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 STATE OF WASHINGTON) ) ss. COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION �G 177 /tfCGO d//(/G // states as follows: [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18 27 090 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. . and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. IE A. "gi tritaiMilust f ft 14 0T As tic * i s r G • 3 i74 3 e t. t s rt ( t t t 1rN�'YAS ` t _ tapplications\8.2004 affidavit in lieu of contractor registration APPLICANT Signed and swom to before me this " �7 A day of (IC&e r 0/,( NOTARY UBLIC in and for the State of Washington, Residing at TKJ-II IGt. l County. ee Name as commissioned: lame 4r(,(je✓l � 05 ?9 O My commission expires: PERMIT NO.: P 2 71 cg 20O(0 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. My construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. My construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. My person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor 10. My work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might Indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 14. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his Iicensg; F ,N P. dlA. 16. Any person whqYensgag;t.;SKetivities herein regulated as *,‘;;eftt13I9 est-apf It registered contractor witltwaj s sia hisloktborrip ensation; 17. Contractors oo h►ghwam projects,.tlthq have been prequalified astreireoi,b0hapfrk$ of the Laws of 1961, RCW �'. . i,3P.ith'.jhq,Uepartment of transportation to jte'jiferm li,ihway construction, reconstruction, or mainteriahbe work.