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Permit D14-0105 - BOEING #9-101 - WASHBAY RELOCATION
BOEING #9-1O1 9725 EAST MARGINAL WY S EXPIRED 10/15/14 D14-0105 Parcel No: Address: Project Name: Citv of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: httD://www.TukwilaWA.eov DEVELOPMENT PERMIT 0003400018 9725 E MARGINAL WAY S BLDG 9- 101 BOEING #9-101- 777X WING WASH Permit Number: D14-0105 Issue Date: 4/22/2014 Permit Expires On: 10/19/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN MURDOCH PO BOX 3707 M/C 89-14 , SEATTLE, WA, 89124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027, CHICAGO, IL, 60606-1596 BOEINC*294ML SELF FUNDED - BOEING COMPANY Phone: (253) 657-0868 Phone: (312) 544-2535 Expiration Date: 1/18/2015 DESCRIPTION OF WORK: RELOCATION OF A COMPONENT WASHBAY USED TO WATER WASH HORIZONTAL STABILIZER COMPONENTS. Project Valuation: $235,650.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $4,539.42 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: at1'1�i I hearby certify that I have read and e d this permit and know the same to be true and correct. All provisions of law and ordinances gover his work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or loc ws reg lating construction or the performance of work. I am authorized to sign and obtain this developm: .ermit d agree to the conditions attached to this permit. Signatur Print Na • z die_> Vie &Qt t& Odate'9ee: 2Z /WG t W At Mutech` This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 11: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY OF TUKI A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pei ...it No. P i '' - O I O5 Blanket Permit No. 01'4 I - 000 Date Application Accepted: 4--s-114. Date Application Expires: !O (For office use only) BLANKET PERMIT TENANT IMPROVEMENT APPLICATION **Please Print** ?-:7$ wit* iZvaorr o i h I.&4.I AI.I FEES: For office use only - - - - _ . _ Amount Receipt No. Date Building Permit Fee $ t U Ip 1, (P 0 K I & et L,, 3 -4- Plan Review Fee $ 114)3 , all' State Building Surcharge $ 4.50 Total $ SITE INFORMATION: Valuation of Construction: $ 235,650 King Co Assessor's Tax No.: Site Address: 9725 East Marginal Way So. Tenant Name: The Boeing Company Suite Number: 9-101 Floor: 1 Description of work: Relocation of a Component Washbay used to water wash Horizontal Stabilizer Components. Per the International Building Code — 2009 Edition Existing (square feet) Construction Area (square feet) Type of Construction per IB.0 Type of Occupancy per IBC Building Use 1dF1oor 71,3829 1,500 II-B F-1 / B Factory / Offices 2" Floor 31,280 3`* Floor 55,689 Floors thru 1. Will there be any structural work? m Yes ❑ No If yes, please describe: Structure to hold Curtains of the Washbay. No Building Structure involved. 2. Will there be new rack storage? ❑ Yes 3. Will there be a change in use? ❑ Yes If yes, please explain: m No If yes, a separate permit and plan submittal will be required. No 4. Existing fire protection: m Sprinklers ❑ .... Automatic Fire Alarm ❑ .... None 5. Will there be storage or use of flammable, combustible or hazardous materials in the building? If yes, please explain: ❑ Yes I No H:Wpplication\Forms-Application On Line \ 2011 Application\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh Page 1of3 PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Email: john.s.murdoch@boeing.com ARCHITECT OF RECORD Name: R. Scott Kruse Company Name: D.L.R. Group Address: 901 5th Ave. Suite 700 City: Seattle State: WA zip: 98164 Phone: (206) 461-6000 Fax: (206) 461-6049 Email: GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 Phone: (253) 657-0868 Fax: (253) 657-0858 Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2015 Tukwila Business License No.: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: P.O. Box 3707 M/C 89-14 City: Seattle State: WA Zip: 98124 I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized under Blanket Permit ement No. BPA 13-0001 to apply for and obtain this permit. Signature: 4` i' � tWub Cp'G K l Print Name. / John S. Murdoch - The Boeing Company Date: 04/02/2014 Organization: Boeing Site Services Day Telephone: (253) 657-0868 Mailing Address: P.O. Box 3707 M/C 89-14 Seattle WA 98124 City State Zip H:\ApplicationsiForms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh Page 2 of 3 C y of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hum://www.ciaukwIIa.wa.4 BLANKET PERMIT AGREEMENT — Architects Statement Plan Review No.: [) I Li - 010 Blanket Permit Agreement No Project Name: Wl� 6 eit 1 Site AddressE/'F'�► �� �� M /it : ykttYc h wit gevco Is any part of the work proposed under this application include Yes structural work or affect structural components of the building? W► No War lb 'WO b If yes, has the structural work been authorized by the Tukwila ❑ Yes 0 No Building Official to be included in this application? Does the proposed work comply with the requirements of Dgr Yes 0 No the International Building Code (2009 Edition) Chapter 10, Means of Egress? If no, please explain: Will any special inspections be required per Chapter 17 Yes 0 No in the International Building Code (2009 Edition)? C� ', / If yes, list specific inspections: VI eLD✓ / Divam ..PI2 � eo �a$ As a result of this proposal, does the parking meet the ❑ Yes No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT/ENGINEER Al Signature 1(44 Print Name: Patrick T. Ryan Organization: Magnusson Klemencic Associates Phone: 206-292-1200 Mailing Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 cry Stale zip ARCHITECT/ENGINEER STAMP AND SIGNATURE HAApplicedomWanm•Appltcattom Oa L1m120I0 ApplinuWntAB•2D10 Blanket Permit Architect Stebment.doc Created: 12.2008 o-.a..a• a 'VIM City of Tukwila Department of Community Development 6300 Sout center Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Pax: 206-431-3665 Web site %utp:/Avww.cLtakwila.wa.as BLANKET PERMIT AGREEMENT — Architects Statement Plan Review No.: 114-0101 Blanket Permit Agreement No.: 01 P� - ' /11Ter — Site Address: alndt� ivrvvea wi{ 48co Is any part of the work proposed under this application include structural work or affect structural components of the building? Yes No Rir lb .5ora) I io If yes, has the structural work been authorized by the Tukwila 0 Yes 0 No Building Official to be included in this application? Does the proposed work comply with the requirements of X Yes 0 No the international Building Code (2009 Edition) Chapter 10, Means of Egress? If no, please explain. Will any special inspections be required per Chapter 17 Mot Yes 0 No in the International Building Code (2009Edition)? DR« T.4dittion)? /� �r If yea, list specific inspections: Ng elf; / .t6fibe I Ater, As a result of this proposal, does the parking meet the ❑ Yes No requirements of the Tukwila Zoning Code? If no, please explain deficiency: ARCHITECT/ENGINEE Signatur Print Name: Organization: ( �j �/f Qom, Mailing Address: t 1 �i�i r:f6�10/ ARCHITECT/ENGINEER STAMP AND S1CsNAT[JRP. 51♦88 REGISTERED ARCHITECT ti:Mpplkwtkw1Pnarn-Ag9ications an ;.tneL'Ole Applieviknaill4010 Natal Perini' AmhJact suuman disc coaled: 12•2Cus o..:...,. a +n!n Project Name: 4 WIN General Information This tenant improvement application may submitted for non-structural interior construc ..,a, which is authorized under an existing approved blanket permit agreement. It is the responsibility of the applicant to be aware and comply with all the terms and conditions as set forth in the agreement. The work is limited to that shown on the plans submitted with this application, and such work is limited to non-structural interior construction only. The following work is not covered under the blanket permit process and separate approvals, permits and inspections are obtained through the applicable agencies. Mechanical Electrical City of Tukwila Building Department Plumbing / Gas Piping 206-431-3670 Rack Storage Fire Alarm Fire Sprinklers } City of Tukwila Fire Department 206-575-4404 Building Permit Application Application Submittal — Application and plans must be complete in order to be accepted for plan review. Make sure to fill out the application completely and follow the plan submittal checklist below. Handouts are available at the Permit Center which provide more in-depth detail on preparing the submittal. Authorized Agent — The applicant must be an authorized agent as identified in the Blanket Permit. Fees — The permit fees are based on valuation of construction as declared by the applicant on the application, and shall include all the work to be covered under the permit. The valuation will be reviewed and is subject to revision by the Building Official to ensure compliance with current fee schedules. To obtain a permit fee estimate, contact the Permit Center at 206-431-3670. Submittal Checklist �■ Completed Blanket Permit Tenant Improvement Permit Application ❑� Completed Architects Statement •■ Three (3) sets of construction drawings; which include: Site plan showing: Building location on property; Adjoining public rights -of -way; Parking layout; Location of tenant space or area of work within building; Overall dimensions of building; Overall dimensions of tenant space, or area of work; and - Name of each common wall tenant(s) and type of business or occupancy. ❑ Floor plan of entire floor or tenant space that the work is taking place, showing: Tenant space layout with use of each room labeled; All exit doors, corridors and egress patterns; All new walls, existing walls and proposed walls (provide construction key); and All other proposed construction. I Construction details Construction key; Cross sections showing wall construction and method of attachment, floor and ceiling; and - Reflected ceiling plan (if applicable). Miscellaneous 6" x 8" blank space provided on lower right hand corner of each page of plans (for use by the plan checker); Title block on each sheet, identifying; - Project name - Company job number (if applicable) - Site address - Blanket permit agreement number - Architect, address and phone number Each sheet of plans stamped by a Washington State licensed architect; Minimum sheet size 18" x 24"; and Plans must be drawn to scale and clearly dimensioned drawings shall be prints which are clearly readable (original pencil or highlighted drawings are not acceptable). 0 Permit Fees (plan review fee, building permit fee and state building surcharge) H:41pplications\Forms-Applications On Line \2011 Applications\Blanket Permit TI Application - 10-2011.docx Revised: October 2011 bh Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $4,539.42 D14-0105 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apn 0003400018 $4,539.42 DEVELOPMENT $4,406.04 PERMIT FEE R000.322.100.00.00 $2,667.60 PLAN CHECK FEE R000.345.830.00.00 $1,733.94 WASHINGTON STATE SURCHARGE 8640.237.114 $4.50 TECHNOLOGY FEE $133.38 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1688 R000.322.900.04.00 $133.38 $4,539.42 Date Paid: Thursday, April 03, 2014 Paid By: JOHN MURDOCH Pay Method: CREDIT CARD 020452 Printed: Thursday, April 03, 2014 9:47 AM 1 of 1 SYSTEMS OTTO ROSENAU & ASSOCIATES, INC. December 3, 2014 Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118-3216 USA Tel: (206) 745 • Toll Free: (888) OTTO-4-US • Fax: (206) 723-2221 59136 • WABO Registered Agency • Website: www.ottorosenau.com DV'052% t City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 FINAL REPORT 1,1)-1--01a5 Project: Boeing — Bldg. 9-101 (777) (529-02 ,Wash Bay) Permit Number: idPA13-0001< Address: Bldg. 9-101, Tukwila Job Number: 14-0486 We state that the work requiring special inspection was, to the best of our knowledge, in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. Our knowledge is limited to our reports. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and/or details of the building. Item(s) inspected: 1. Epoxy grouting (rebar dowels and anchor bolts) Sincerely, OTTO ROSENAU & ASSOCIATES, INC. IC2cdcsr*A1,- Kate Rubin Report Manager Email c: Report Distribution List OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 14-0486 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: Boeing — Bldg. 09-101 (777) (529-02 Wash Bay) Bldg. 09-101 (office in the 9-130), Tukwila Dwayne Helgeson 274804 — Revised Permit Number: Client: Dahlgren Industrial, Inc. Address: PO Box 3515, Seattle Date: 5/6/14 BPA13-0001 Description/Location: Inspected the epoxy grouted installation of #4 reinforcing steel dowels at the base of Sono tubes at Wash Bay. The inspected work was found to be done as per approved project documents. Intended Use: Dowels Building Code & Year: 2009 IBC 0 Reinforcing Steel ■ Alt Thread Bar/Dowel Size & Quantity: #4 (16) Anchor Size & Quantity: Rebar Manufacturer: Cascade Type of Steel (ASTM): • A-36 ■ Other. • A-325 ■ A-449 Rebar Grade: ■ 40 0 60 ■ Other: Type of Bar. 0 A-615 • A-706 ■ A-775 ■ Other: Special Ductile Quality (SDQ): ■ Yes ® No Anchor Length: 18" Hole Depth: 6" Required Embedment: 6" Hole Diameter: 5/8" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: 0 Vertical Down ■ Vertical Up ■ Horizontal Base Material: 0 Normal Weight Concrete IN Light Weight Concrete ■ CMU ■ Brick ■ Composite Deck Hole Cleaning: ■ Compressed Air 0 Hand Pump ❑ Other: Compressed Air PSI: N/A Brushed: 0 Yes ■ No Hole Condition: e Dry ■ Damp ■ Water Saturated • Submerged Drill Bit (ANSI B212.15): ►.. Yes ■ No Approved Diamond Cored Hole: ■ Yes 0 No Adhesive Type: Hilti RE 500 SD Expiration Date: 10/2014 ICC ESR #: 2322 Weather: Indoors Ambient Temperature: 69°F Substrate Temperature: Comments Sono tubes were filled with site mixed concrete (Basalite) 60# bags. There were no specified mixing requirements. Reference Standard(s) Used: Copies to: Client Engineer X Others X Owner X Contractor Architect X Building Dept. Technical Responsibility: Conforms A, Does Not Conform Walt 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-86-01 (Rev 09/09) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number. 14-0486 Project: Address: Inspector: PROPRIETARY ANCHOR ADHESIVE INSPECTION REPORT Report Number: Boeing - Bldg. 09-101 (777) (529-02 Wash Bay) Bldg. 09-101 (office in the 9-130), Tukwila Dwayne Helgeson Description/Location: Intended Use: 274803 - Revised Permit Number: Client: Dahlgren Industrial, Inc. Address: PO Box 3515, Seattle Date: 5/2/14 BPA13-0001 Inspected the epoxy grouted installation of %" diameter all thread anchor bolts for tube steel column base plates for columns at wash bay. The inspected work was found to be done as per detail 4/S507C of the approved plans. Anchor bolts Building Code & Year: 2009 IBC 0 Reinforcing Steel ® All Thread Bar/Dowel Size & Quantity: Anchor Size & Quantity: 5/8" (56) Rebar Manufacturer: Rebar Grade: 0 40 0 60 0 Other: Type of Steel (ASTM): 0 A-36 0 A-325 0 A-449 ® Other: Type of Bar. 0 A-615 0 A-706 0 A-775 ❑ Other: Special Ductile Quality (SDQ): ❑ Yes ❑ No Anchor Length: 8" Hole Depth: 6" Required Embedment: 6" Hole Diameter: %" Concrete Thickness: N/A Concrete Strength: N/A Hole Orientation: ® Vertical Down 0 Vertical Up 0 Horizontal Base Material: ® Normal Weight Concrete 0 Light Weight Concrete 0 CMU 0 Brick ❑ Composite Deck Hole Cleaning: 0 Compressed Air ® Hand Pump 0 Other: Compressed Air PSI: N/A Brushed: ® Yes 0 No Hole Condition: ® Dry 0 Damp ❑ Water Saturated ❑ Submerged Drill Bit (ANSI B212.15): ® Yes 0 No Approved Diamond Cored Hole: 0 Yes ® No Adhesive Type: Hilti Hit RE 500 SD Expiration Date: 11/2014 ICC ESR #: 2322 Weather: Indoors Ambient Temperature: 67°F Substrate Temperature: 74°F Reference Standard(s) Used: Copies to: Client Engineer X Others X Owner X Contractor Architect X Building Dept. Comments Technical Responsibility: Conforms X Does Not Conform i' '• iter a 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. King Way S., Seattle, Washington 98118 - Phone (206) 725-4600 or 1-888-OTTO-4-US - Fax (206) 723-2221 Form No.: ADMIN-86-01 (Rev 09/09) FILE COPY Permit No. STRUCTURAL CALCULATIONS Building 9-101 777X Wing Dev Washbay Relocation Boeing Developmental Center Tukwila, Washington March 31, 2014 NUNS 1APR.03'2014 peeirmatiiim 0105 REVIEWED FOR CODE COMPLIANCE APPROVED APR 17 2014 City of Tukwila BUILDING DIVISION i ■ MAGNUSSON KLEMENCIC ASSOC ATES 1301 Fifth Avenue, Suite 3200 Seattle, Washington 98101-2699 T: 206 292 1200 F: 206 292 1201 Washbay Frame - 12ft .sdb SAP2000 v15.1.0 - License E23d11(1 Chi Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis March 31, 2014 Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis j Y arw..-r.r woo..i.o"a Magnusson Klemencic Associates Figure 1 Frame Sizes & Layout 100 '!/` ±.P .0. tf .d' .0a i > it."* 1 • OP gi Figure 2 Design Check Ratios Page 1 of 14 EDY Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Auto Seismic - IBC2009, Part 1 of 4 Table: Auto Seismic - IBC2009, Part 1 of 4 EOX X 0.050000 No Prog Calc EDY Y 0.050000 No Prog Calc 0.028ft, 0.8 SAP2000 v15.1.0 - License C23d11(1 L) March 31, 2014 No 0.028ft, 0.8 No 1.250000 1.250000 Table: Auto Seismic - IBC2009, Part 2 of 4 Table: Auto Seismic - IBC2009, Part 2 of 4 EDX 1.250000 1.250000 1.000000 Latitude/Lon 47.515800 -122.297390 gitude 1.250000 1.250000 1.000000 Latitude/Lon 47.515800 -122.297390 1.520340 gitude 1.520340 Table: Auto Seismic - IBC2009, Part 3 of 4 Table: Auto Seismic - IBC2009, Part 3 of 4 EOX EDY 0.524453 0.524453 8.000000 D 1.000000 8.000000 D 1.000000 1.500000 1.013560 0.524453 1.500000 1.013560 0.524453 Table: Auto Seismic - IBC2009, Part 4 of 4 Table: Auto Seismic - IBC2009, Part 4 of 4 EDX EOY 0.3421 0.810848 0.3421 0.810848 7.168 7.168 5.812 5.812 Table: Base Reactions, Part 1 of 3 Table: Base Reactions, Part 1 of 3 DEAD LinStatic 0.000 Curtain LinStatic 0.000 0.000 RespSpec LinRespSpec Max 8.184E-03 8.183E-03 EOX LinStatic -5.812 0.000 EDY LinStatic 0.000 -5.812 HANDRAILX LinStatic -2.800 0.000 HANDRAILY LinStatic 0.000 -2.800 DesignEnvel Combination Max 5.812 5.812 ope 0.000 5.978 1.190 5.415E-10 0.000 0.000 0.000 0.000 10.055 -2.842E-14 1.990E-13 0.000 -1.776E-15 4.974E-14 0.000 1.283 1.283 2.662E-07 0.000 -849.577 3.247E-12 849.577 0.000 -2.842E-14 0.000-161.200 -2.334E-12 151.200 0.000 1.990E-13 849.577 849.577 2.682E-07 DesignEnvel Combination Min -5.812 -5.812 4.998 -849.577 -849.577 -2.662E-07 ope DSTL1 Combination 0.000 0.000 10.035 -4.228E-14 3.482E-13 0.000 DSTL2 Combination -5.812 0.000 10.055 -4.236E-14-849.577 3.247E-12 DSTL3 Combination 5.812 0.000 10.055 -4.236E-14 849.577 -3.247E-12 DSTL4 Combination 0.000 -5.812 10.055 849.577 3.489E-13 -2.842E-14 DSTL5 Combination 0.000 5.812 10.055 -849.577 3.489E-13 2.842E-14 Magnusson Klemencic Associates Page 2 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Base Reactions, Part 1 of 3 SAP2000 v15.1.0 - License L23d11(1 [) March 31, 2014 DSTL6 Combination DSTL7 Combination DSTL8 Combination DSTL9 Combination DSTL10 Combination DSTL10 Combination DSTL11 Combination DSTL11 Combination DSTL12 Combination -5.812 0.000 4.998 -2.105E-14-849.577 3.247E-12 5.812 0.000 4.998 -2.105E-14 849.577 -3.247E-12 0.000 -5.812 4.998 849.577 1.734E-13 -2.842E-14 0.000 5.812 4.998 -849.577 1.734E-13 2.842E-14 Max 8.184E-03 8.183E-03 10.055 1.283 1.283 2.662E-07 Min -8,184E-03 -8.183E-03 10.055 -1.283 -1.283 -2.662E-07 Max 8.184E-03 8.183E-03 4.998 1.283 1.283 2.662E-07 Min -8.184E-03 -8.183E-03 4.998 -1.283 -1.283 -2.662E-07 0.000 0.000 7.168 -3.020E-14 2.487E-13 0.000 Table: Base Reactions, Part 2 of 3 Table: Base Reactions, Part 2 of 3 DEAD 0.000 0.000 0.000 0.000 0.000 0.000 Curtain 0.000 0.000 0,000 0.000 0.000 0.000 RespSpec Max 0.000 0.000 0.000 0.000 0.000 0.000 EDX 0.000 0.000 0.000 6.553E-13 5.587E-13 0.000 EDY 0.000 0.000 0.000 0.000 0.000 0.000 HANDRAILX 0.000 0.000 0.000 8.120E-14 -8.336E-13 0.000 HANDRAILY 0.000 0.000 0.000 0.000 0.000 0.000 DesignEnvel Max 0.000 0.000 0.000 0.000 0.000 0.000 ope DesignEnvel Min 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ope DSTL1 0.000 0.000 0.000 0.000 0.000 0,000 0.000 DSTL2 0.000 0.000 0.000 6.553E-13 5.587E-13 0.000 0.000 DSTL3 0.000 0.000 0.000 6.553E-13 5.587E-13 0.000 0.000 DSTL4 0.000 0.000 0.000 0.000 0.000 0.000 4.890E-15 DSTL5 0.000 0.000 0.000 0.000 0.000 0,000 4.890E-15 DSTL6 0,000 0.000 0.000 6.553E-13 5.587E-13 0.000 0.000 DSTL7 0,000 0.000 0.000 6.553E-13 5.587E-13 0.000 0.000 DSTL8 0.000 0.000 0.000 0.000 0.000 0.000 4,890E-15 DSTL9 0.000 0.000 0,000 0.000 0.000 0.000 4.890E-15 DSTL10 Max 0.000 0.000 0.000 0.000 0.000 0.000 0.000 DSTL10 Min 0.000 0.000 0.000 0.000 0.000 0.000 0.000 DSTL11 Max 0.000 0.000 0.000 0,000 0.000 0.000 0.000 DSTL11 Min 0.000 0.000 0.000 0.000 0.000 0.000 0.000 DSTL12 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 4.890E-15 0.000 -7.105E-14 0.000 Table: Base Reactions, Part 3 of 3 Table: Base Reactions, Part 3 of 3 DEAD Curtain RespSpec Max EPX E[Y 0.000 0.000 0.000 0.000 1.308E-13 Magnusson Klemencic Associates 0.000 -3.328E-14 -4.754E-15 0.000 -4.180E-14 -1,493E-15 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Page 3 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Base Reactions, Part 3 of 3 HANDRAILX 0.000 0.000 0.000 0.000 HANDRAILY 1.015E-14 0.000 0.000 0.000 DesignEnvel Max 0.000 0.000 0.000 0.000 ope DesignEnvel Min 0.000 0.000 0.000 0.000 0.000 ope DSTL1 0.000 0.000 -3.469E-14 -4,213E-15 0.000 DSTL2 0.000 0.000 -3.469E-14 -4.213E-15 0.000 DSTL3 0.000 0.000 -3.469E-14 -4,213E-15 0.000 DSTL4 1.308E-13 0.000 -3.469E-14 -4.213E-15 0,000 DSTL5 1,308E-13 0.000 -3.469E-14 -4.213E-15 0.000 DSTL6 0.000 0.000 -3.469E-14 -4213E-15 0.000 DSTL7 0.000 0.000 -3.469E-14 -4213E-15 0.000 DSTL8 1.308E-13 0.000 -3.469E-14 -4213E-15 0.000 DSTL9 1.308E-13 0.000 -3.469E-14 -4.213E-15 0.000 DSTL10 Max 0.000 0.000 0.000 0.000 0.000 DSTL10 Min 0.000 0.000 0.000 0.000 0.000 DSTL11 Max 0.000 0.000 0.000 0.000 0.000 DSTL11 Min 0.000 0.000 0.000 0.000 0.000 DSTL12 0.000 0.000 -3,469E-14 -4.213E-15 0.000 SAP2000 v15.1.0 - License L23d11(1 L) March 31, 2014 Table: Joint Reactions 0.000 0.000 0.000 Table: Joint Reactions 1 DEAD LinStatic 0.000 1 Curtain LinStatic 0.000 1 RespSpec LinRespSpec Max 5.793E-04 1 EUX LinStatic -0.413 1 ELY LinStatic 0.000 1 HANDRAILX LinStatic -0.200 1 HANDRAILY LinStatic 0.000 1 DesignEnvel Combination Max 0.413 ope 0.000 0.000 5.995E-04 0.000 -0.421 0.000 -0.200 0.421 0.430 0.086 5.093E-11 0.000 0.000 0.000 0.000 0.723 M2 .In 0.000 0.000 0.000 0.000 0.093 0.091 0.000 -60.560 61.144 0.000 0.000 -10.800 10,800 0.000 61,144 60,560 1 DesignEnvel Combination Min -0.413 -0.421 0.359 -61.144 -60,560 ope 1 DSTL1 Combination 0.000 0.000 0.722 0.000 0.000 1 DSTL2 Combination -0.413 0.000 0.723 0,000 -60.560 1 DSTL3 Combination 0.413 0.000 0.723 0.000 60.560 1 DSTL4 Combination 0.000 -0.421 0.723 61.144 0.000 1 DSTL5 Combination 0.000 0.421 0.723 -61.144 0.000 1 DSTL6 Combination -0.413 0.000 0.359 0,000 -60.560 1 DSTL7 Combination 0.413 0.000 0.359 0.000 60.560 1 DSTL8 Combination 0.000 -0,421 0.359 61.144 0.000 1 DSTL9 Combination 0.000 0,421 0.359 -61.144 0.000 1 DSTL10 Combination Max 5.793E-04 5,995E-04 0.723 0.093 0.091 1 DSTL10 Combination Min -5.793E-04 -5.995E-04 0.723 -0.093 -0.091 1 DSTL11 Combination Max 5.793E-04 5.995E-04 0.359 0.093 0.091 1 DSTL11 Combination Min -5.793E-04 -5.995E-04 0.359 -0.093 -0.091 1 DSTL12 Combination 0.000 0.000 0.515 0.000 0.000 4 DEAD LinStatic 0.000 0.000 0.423 0,000 0.000 4 Curtain LinStatic 0.000 0,000 0.084 0.000 0.000 Magnusson Klemencic Associates Page 4 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License L23d11(1 ' ) March 31, 2014 4 RespSpec LinRespSpec Max 5.822E-04 5.762E-04 5.734E-11 0.091 0.091 4 EIDX LinStatic -0.414 0,000 0.000 0.000 -60.585 4 EnY LinStatic 0,000 -0.411 0.000 60.417 0.000 4 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 4 HANDRAILY LinStatic 0.000 -0,200 0,000 10.800 0.000 4 DesignEnvel Combination Max 0,414 0,411 0.712 60.417 60.585 ope 4 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.417 -60.585 ope 4 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 4 DSTL2 Combination -0.414 0,000 0.712 0.000 -60.585 4 DSTL3 Combination 0.414 0.000 0.712 0.000 60,585 4 DSTL4 Combination 0.000 -0.411 0.712 60.417 0,000 4 DSTL5 Combination 0.000 0.411 0.712 -60.417 0,000 4 DSTL6 Combination -0.414 0.000 0.354 0.000 -60.585 4 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 4 DSTL8 Combination 0.000 -0.411 0.354 60.417 0.000 4 DSTL9 Combination 0.000 0.411 0.354 -60.417 0.000 4 DSTL10 Combination Max 5.822E-04 5.762E-04 0.712 0.091 0.091 4 DSTL10 Combination Min -5 822E-04 -5.762E-04 0.712 -0.091 -0.091 4 DSTL11 Combination Max 5.822E-04 5.762E-04 0.354 0.091 0.091 4 DSTL11 Combination Min -5.822E-04 -5.762E-04 0.354 -0.091 -0.091 4 DSTL12 Combination 0.000 0.000 0.507 0.000 0.000 7 DEAD LinStatic 0.000 0.000 0.423 0.000 0.000 7 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 7 RespSpec LinRespSpec Max 5.823E-04 5.727E-04 4,262E-11 0.090 0.091 7 EIIX LinStatic -0.414 0.000 0.000 0.000 -60.585 7 EDY LinStatic 0.000 -0.411 0.000 60.276 0.000 7 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 7 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 7 DesignEnvel Combination Max 0.414 0.411 0.712 60.276 60.585 ope 7 DesignEnvel Combination Min -0,414 -0.411 0.354 -60.276 -60.585 ope 7 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 7 DSTL2 Combination -0.414 0.000 0,712 0.000 -60.585 7 DSTL3 Combination 0.414 0,000 0.712 0.000 60.585 7 DSTL4 Combination 0.000 -0.411 0.712 60.276 0.000 7 DSTL5 Combination 0.000 0.411 0.712 -60.276 0.000 7 DSTL6 Combination -0.414 0.000 0.354 0.000 -60.585 7 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 7 DSTL8 Combination 0.000 -0.411 0.354 60.276 0.000 7 DSTL9 Combination 0.000 0.411 0.354 -60.276 0.000 7 DSTL10 Combination Max 5.823E-04 5.727E-04 0.712 0.090 0.091 7 DSTL10 Combination Min -5.823E-04 -5.727E-04 0.712 -0.090 -0.091 7 DSTL11 Combination Max 5.823E-04 5.727E-04 0.354 0.090 0.091 7 DSTL11 Combination Min -5.823E-04 -5.727E-04 0.354 -0.090 -0.091 7 DSTL12 Combination 0.000 0,000 0.507 0.000 0.000 13 DEAD LinStatic 0.000 0.000 0,423 0.000 0.000 13 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 13 RespSpec LinRespSpec Max 5.823E-04 5.727E-04 3.150E-11 0,090 0,091 13 EDX LinStatic -0.414 0.000 0.000 0.000 -60.585 13 EDY LinStatic 0.000 -0.411 0.000 60.276 0,000 13 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 13 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.0D0 Magnusson Klemencic Associates Page 5 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License C23d11(1 C ) March 31, 2014 13 DesignEnvel Combination Max 0.414 0.411 0.712 60.276 ope 13 DesignEnvel Combination ope 13 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 13 DSTL2 Combination -0.414 0.000 0.712 0.000 -60.585 13 DSTL3 Combination 0.414 0.000 0.712 0.000 60.585 13 DSTL4 Combination 0.000 -0.411 0.712 60.276 0.000 13 DSTL5 Combination 0.000 0.411 0.712 -60.276 0.000 13 DSTL6 Combination -0.414 0.000 0.354 0.000 -60.585 13 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 13 DSTL8 Combination 0.000 -0.411 0.354 60.276 0.000 13 DSTL9 Combination 0.000 0.411 0.354 -60.276 0.000 13 DSTL10 Combination Max 5.823E-04 5.727E-04 0.712 0.090 0.091 13 DSTL10 Combination Min -5.823E-04 -5.727E-04 0.712 -0.090 -0.091 13 DSTL11 Combination Max 5.823E-04 5,727E-04 0.354 0.090 0.091 13 DSTL11 Combination Min -5.823E-04 -5,727E-04 0.354 -0.090 -0.091 13 DSTL12 Combination 0.000 0.000 0.507 0.000 0.000 16 DEAD LinStatic 0.000 0.000 0.423 0.000 0.000 16 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 16 RespSpec LinRespSpec Max 5.822E-04 5.762E-04 4.815E-11 0.091 0.091 16 ELIX LinStatic -0.414 0.000 0.000 0.000 -60.585 16 E 0 Y LinStatic 0.000 -0.411 0.000 60.417 0.000 16 HANDRAILX LinStatic -0.200 0.000 0.000 0,000 -10.800 16 HANDRAILY LinStatic 0.000 -0.200 0,000 10.800 0.000 16 DesignEnvel Combination Max 0.414 0.411 0.712 60,417 60.585 ope 16 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.417 -60.585 ope 16 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 16 DSTL2 Combination -0.414 0.000 0.712 0.000 -60.585 16 DSTL3 Combination 0.414 0.000 0.712 0.000 60,585 16 DSTL4 Combination 0.000 -0.411 0,712 60.417 0.000 16 DSTL5 Combination 0.000 0.411 0.712 -60.417 0.000 16 DSTL6 Combination -0.414 0,000 0.354 0.000-60,585 16 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 16 DSTL8 Combination 0.000 -0.411 0.354 60.417 0.000 16 DSTL9 Combination 0,000 0.411 0.354 -60.417 0.000 16 OSTL10 Combination Max 5.822E-04 5.762E-04 0.712 0.091 0.091 16 DSTL10 Combination Min -5.822E-04 -5.762E-04 0.712 -0.091 -0.091 16 DSTL11 Combination Max 5.822E-04 5.762E-04 0.354 0.091 0.091 16 DSTL11 Combination Min -5.822E-04 -5.762E-04 0.354 -0.091 -0.091 16 DSTL12 Combination 0.000 0,000 0.507 0.000 0.000 19 DEAD LinStatic 0.000 0.000 0.430 0.000 0.000 19 Curtain LinStatic 0.000 0.000 0.086 0.000 0.000 19 RespSpec LinRespSpec Max 5.793E-04 5.995E-04 4.579E-11 0.093 0.091 19 E D X LinStatic -0.413 0.000 0.000 0.000 -60.560 19 FOY LinStatic 0.000 -0.421 0.000 61.144 0.000 19 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 19 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 19 DesignEnvel Combination Max 0.413 0.421 0.723 61.144 60.560 ope 19 DesignEnvel Combination Min -0,413 -0.421 0.359 -61.144 -60.560 ope 19 DSTL1 Combination 0.000 0.000 0,722 0.000 0.000 Min -0.414 -0.411 0.354 -60.276 60.585 -60.585 Magnusson Klemencic Associates Page 6 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License L_723d11(1 j March 31, 2014 19 DSTL2 Combination 19 DSTL3 Combination 19 DSTL4 Combination 19 DSTL5 Combination 19 DSTL6 Combination 19 DSTL7 Combination 19 DSTLB Combination 19 DSTL9 Combination 19 DSTL10 Combination Max 19 DSTL10 Combination Min 19 DSTL11 Combination Max 19 DSTL11 Combination Min 19 DSTL12 Combination 22 DEAD LinStatic 22 Curtain LinStatic 22 RespSpec LinRespSpec Max 22 E[1X LinStatic 22 ELY LinStatic 22 HANDRAILX LinStatic 22 HANDRAILY LinStatic 22 DesignEnvel Combination Max ope -0.413 0.413 0.000 0.000 -0.413 0.413 0.000 0.000 5.793E-04 -5.793E-04 5.793E-04 -5.793E-04 0.000 0.000 0.000 5.793E-04 -0.413 0.000 -0.200 0.000 0.413 0.000 0,000 -0.421 0.421 0.000 0.000 -0.421 0.421 5.995E-04 -5.995E-04 5.995E-04 -5.995E-04 0.000 0.000 0.000 5.995E-04 0.000 -0,421 0.000 -0,200 0.421 0.723 0.723 0.723 0.723 0.359 0.359 0.359 0.359 0.723 0.723 0.359 0.359 0.515 0.430 0.086 3.476E-11 0.000 0.000 0.000 0.000 0.723 0.000 0.000 61.144 -61,144 0.000 0.000 61.144 -61.144 0.093 -0.093 0.093 -0.093 0.000 0.000 0.000 0.093 0.000 61.144 0.000 10.800 61.144 M2 1n. -60.560 60.560 0.000 0.000 -60.560 60.560 0.000 0.000 0.091 -0.091 0.091 -0.091 0.000 0.000 0.000 0.091 -60.560 0.000 -10.800 0.000 60.560 22 DesignEnvel Combination Min -0.413 -0,421 0.359 -61.144 -60.560 ope 22 DSTL1 Combination 0.000 0,000 0.722 0,000 0,000 22 DSTL2 Combination -0.413 0.000 0.723 0.000 -60.560 22 DSTL3 Combination 0,413 0.000 0.723 0.000 60.560 22 DSTL4 Combination 0.000 -0.421 0.723 61.144 0.000 22 DSTL5 Combination 0.000 0.421 0.723 -61.144 0.000 22 DSTL6 Combination -0.413 0.000 0.359 0.000 -60.560 22 DSTL7 Combination 0.413 0.000 0.359 0.000 60.560 22 DSTLB Combination 0.000 -0.421 0,359 61.144 0.000 22 DSTL9 Combination 0.000 0.421 0.359 -61.144 0.000 22 DSTL10 Combination Max 5.793E-04 5,995E-04 0.723 0.093 0.091 22 DSTL10 Combination Min -5.793E-04 -5,995E-04 0.723 -0.093 -0.091 22 DSTL11 Combination Max 5.793E-04 5.995E-04 0.359 0.093 0.091 22 DSTL11 Combination Min -5.793E-04 -5.995E-04 0.359 -0.093 -0.091 22 DSTL12 Combination 0.000 0.000 0,515 0.000 0.000 25 DEAD LinStatic 0.000 0,000 0,423 0.000 0.000 25 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 25 RespSpec Lin RespSpec Max 5.822E-04 5.762E-04 4.229E-11 0.091 0.091 25 EA( LinStatic -0.414 0.000 0.000 0.000 -60.585 25 Ei:1Y LinStatic 0.000 -0.411 0.000 60.417 0.000 25 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 25 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 25 DesignEnvel Combination Max 0.414 0.411 0.712 60.417 60.585 ope 25 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.417 -60.585 ope 25 DSTL1 Combination 0.000 0.000 0,710 0.000 0.000 25 DSTL2 Combination -0.414 0.000 0.712 0.000 -60.585 25 DSTL3 Combination 0.414 0.000 0.712 0.000 60.585 25 DSTL4 Combination 0.000 -0.411 0.712 60.417 0.000 25 DSTL5 Combination 0.000 0.411 0.712 -60.417 0.000 25 DSTL6 Combination -0,414 0.000 0.354 0.000 -60.585 Magnusson Klemencic Associates Page7of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License 1r23d11(1 ) March 31, 2014 25 DSTL7 Combination 0.414 0.000 0.354 0.000 25 DSTL8 Combination 0.000 -0.411 0,354 60.417 25 DSTL9 Combination 0.000 0.411 0.354 -60.417 25 DSTL10 Combination Max 5.822E-04 5.762E-04 0.712 0.091 25 DSTL10 Combination Min -5.822E-04 -5.762E-04 0.712 -0.091 25 DSTL11 Combination Max 5.822E-04 5.762E-04 0.354 0.091 25 DSTL11 Combination Min -5.822E-04 -5.762E-04 0.354 -0.091 25 DSTL12 Combination 0.000 0.000 0.507 0.000 28 DEAD LinStatic 0.000 0.000 0.423 0.000 28 Curtain LinStatic 0.000 0.000 0.084 0.000 28 RespSpec LinRespSpec Max 5.823E-04 5.727E-04 2.705E-11 0.090 28 EDX LinStatic -0.414 0.000 0.000 0.000 28 EDY LinStatic 0.000 -0.411 0,000 60.276 28 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 28 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 28 DesignEnvel Combination Max 0.414 0.411 0.712 60.276 ope 28 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.276 -60.585 ope 28 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 28 DSTL2 Combination -0.414 0.000 0.712 0.000 -60.585 28 DSTL3 Combination 0.414 0.000 0.712 0.000 60.585 28 DSTL4 Combination 0,000 -0.411 0.712 60.276 0.000 28 DSTL5 Combination 0.000 0,411 0.712 -60.276 0.000 28 DSTL6 Combination -0.414 0.000 0.354 0.000 -60.585 28 DSTL7 Combination 0,414 0.000 0.354 0.000 60.585 28 DSTL8 Combination 0.000 -0.411 0.354 60.276 0.000 28 DSTL9 Combination 0.000 0.411 0.354 -60,276 0.000 28 DSTL10 Combination Max 5.823E-04 5.727E-04 0.712 0.090 0.091 28 DSTL10 Combination Min -5.823E-04 -5.727E-04 0.712 -0.090 -0.091 28 DSTL11 Combination Max 5.823E-04 5,727E-04 0.354 0.090 0.091 28 DSTL11 Combination Min -5.823E-04 -5.727E-04 0.354 -0.090 -0.091 28 DSTL12 Combination 0.000 0.000 0.507 0.000 0.000 34 DEAD LinStatic 0.000 0.000 0.423 0.000 0.000 34 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 34 RespSpec LinRespSpec Max 5.823E-04 5.727E-04 4.694E-11 0.090 0.091 34 EuX LinStatic -0.414 0.000 0.000 0.000 -60.585 34 EOY LinStatic 0.000 -0,411 0.000 60.276 0.000 34 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 34 HANDRAILY LinStatic 0.000 -0.200 0,000 10.800 0.000 34 DesignEnvel Combination Max 0.414 0,411 0.712 60.276 60.585 ope 34 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.276 -60.585 ope 34 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 34 DSTL2 Combination -0.414 0.000 0.712 0.000 -60.585 34 DSTL3 Combination 0.414 0.000 0.712 0.000 60.585 34 DSTL4 Combination 0.000 -0.411 0.712 60,276 0.000 34 DSTL5 Combination 0.000 0,411 0.712 -60.276 0.000 34 DSTL6 Combination -0.414 0.000 0.354 0.000-60,585 34 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 34 DSTL8 Combination 0.000 -0,411 0.354 60.276 0.000 34 DSTL9 Combination 0.000 0.411 0.354 -60.276 0.000 34 DSTL10 Combination Max 5.823E-04 5.727E-04 0,712 0.090 0.091 34 DSTL10 Combination Min -5.823E-04 -5.727E-04 0,712 -0.090 -0.091 60.585 0.000 0.000 0.091 -0.091 0.091 -0.091 0.000 0, 000 0.000 0.091 -60.585 0.000 -10.800 0.000 60.585 Magnusson Klemencic Associates Page 8 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License L23d11(1 C) March 31, 2014 DSTL11 Combination Max 5.823E-04 5.727E-04 0.354 0.090 0.091 34 DSTL11 Combination Min -5.823E-04 -5,727E-04 0,354 -0.090 -0.091 34 DSTL12 Combination 0.000 0.000 0.507 0.000 0.000 37 DEAD LinStatic 0.000 0.000 0.423 0.000 0.000 37 Curtain LinStatic 0.000 0.000 0.084 0.000 0.000 37 RespSpec LinRespSpec Max 5.822E-04 5.762E-04 2.957E-11 0.091 0.091 37 EDX LinStatic -0.414 0.000 0.000 0.000 -60.585 37 EUY LinStatic 0.000 -0.411 0.000 60.417 0.000 37 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 37 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 37 DesignEnvel Combination Max 0.414 0.411 0.712 60.417 60.585 ope 37 DesignEnvel Combination Min -0.414 -0.411 0.354 -60.417 -60.585 ope 37 DSTL1 Combination 0.000 0.000 0.710 0.000 0.000 37 DSTL2 Combination -0.414 0.000 0,712 0.000 -60.585 37 DSTL3 Combination 0.414 0.000 0.712 0.000 60.585 37 DSTL4 Combination 0.000 -0.411 0.712 60.417 0.000 37 DSTL5 Combination 0.000 0.411 0.712 -60.417 0.000 37 DSTL6 Combination -0.414 0.000 0.354 0.000 -60.585 37 DSTL7 Combination 0.414 0.000 0.354 0.000 60.585 37 DSTL8 Combination 0.000 -0.411 0.354 60.417 0.000 37 DSTL9 Combination 0.000 0.411 0.354 -60.417 0.000 37 DSTL10 Combination Max 5.822E-04 5.762E-04 0.712 0.091 0.091 37 DSTL10 Combination Min -5,822E-04 -5.762E-04 0.712 -0.091 -0.091 37 DSTL11 Combination Max 5.822E-04 5.762E-04 0,354 0.091 0.091 37 DSTL11 Combination Min -5.822E-04 -5.762E-04 0.354 -0.091 -0.091 37 DSTL12 Combination 0.000 0,000 0.507 0.000 0.000 40 DEAD LinStatic 0.000 0.000 0.430 0.000 0,000 40 Curtain LinStatic 0.000 0.000 0.086 0.000 0.000 40 RespSpec LinRespSpec Max 5.793E-04 5.995E-04 2,335E-11 0.093 0.091 40 EEX LinStatic -0.413 0.000 0.000 0.000 -60.560 40 EL lY LinStatic 0.000 -0.421 0.000 61.144 0.000 40 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10,800 40 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 40 DesignEnvel Combination Max 0.413 0.421 0.723 61.144 60.560 ope 40 DesignEnvel Combination Min -0.413 -0.421 0.359 -61.144 -60.560 ope 40 DSTL1 Combination 0.000 0.000 0.722 0.000 0.000 40 DSTL2 Combination -0.413 0.000 0.723 0,000 -60.560 40 DSTL3 Combination 0.413 0.000 0.723 0.000 60.560 40 DSTL4 Combination 0.000 -0.421 0.723 61.144 0.000 40 DSTL5 Combination 0.000 0.421 0.723-61,144 0.000 40 DSTL6 Combination -0.413 0.000 0.359 0.000 -60.560 40 DSTL7 Combination 0.413 0.000 0.359 0.000 60.560 40 DSTL8 Combination 0.000 -0.421 0.359 61.144 0,000 40 DSTL9 Combination 0.000 0.421 0.359 -61.144 0.000 40 DSTL10 Combination Max 5.793E-04 5.995E-04 0.723 0.093 0.091 40 DSTL10 Combination Min -5.793E-04 -5.995E-04 0.723 -0.093 -0.091 40 DSTL11 Combination Max 5.793E-04 5.995E-04 0.359 0.093 0.091 40 DSTL11 Combination Min -5.793E-04 -5.995E-04 0.359 -0.093 -0.091 40 DSTL12 Combination 0.000 0.000 0.515 0.000 0.000 43 DEAD LinStatic 0.000 0,000 0.436 0.000 0.000 43 Curtain LinStatic 0.000 0.000 0.088 0.000 0.000 Magnusson Klemencic Associates Page 9 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Joint Reactions SAP2000 v15.1.0 - License L23d11(1:_) March 31, 2014 11/12 43 RespSpec LinRespSpec Max 6.046E-04 5.953E-04 4.768E-11 0.093 0.093 43 EDX LinStatic -0.425 0.000 0.000 0.000 -61.327 43 EDY LinStatic 0.000 -0.419 0.000 61.115 0.000 43 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10.800 43 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 43 DesignEnvel Combination Max 0.425 0.419 0.734 61.115 61.327 ope 43 DesignEnvel Combination Min -0.425 -0,419 0.365 -61.115 -61.327 ope 43 DSTL1 Combination 0.000 0.000 0.733 0.000 0.000 43 DSTL2 Combination -0.425 0.000 0.734 0.000 -61.327 43 DSTL3 Combination 0.425 0.000 0.734 0.000 61.327 43 DSTL4 Combination 0.000 -0.419 0.734 61.115 0.000 43 DSTL5 Combination 0.000 0.419 0.734 -61.115 0.000 43 DSTL6 Combination -0.425 0.000 0.365 0,000 -61.327 43 DSTL7 Combination 0.425 0.000 0.365 0.000 61.327 43 DSTL8 Combination 0.000 -0,419 0.365 61.115 0.000 43 DSTL9 Combination 0.000 0.419 0.365 -61,115 0,000 43 DSTL10 Combination Max 6.046E-04 5.953E-04 0.734 0.093 0.093 43 DSTL10 Combination Min -6.046E-04 -5.953E-04 0.734 -0.093 -0.093 43 DSTL11 Combination Max 6.046E-04 5.953E-04 0.365 0.093 0.093 43 DSTL11 Combination Min -6.046E-04 -5.953E-04 0.365 -0.093 -0.093 43 DSTL12 Combination 0.000 0.000 0.523 0.000 0.000 49 DEAD LinStatic 0.000 0.000 0.436 0.000 0.000 49 Curtain LinStatic 0,000 0.000 0.088 0.000 0.000 49 RespSpec LinRespSpec Max 6.046E-04 5.953E-04 4.636E-11 0.093 0.093 49 E:X LinStatic -0,425 0.000 0.000 0.000 -61.327 49 ELY LinStatic 0.000 -0.419 0.000 61.115 0.000 49 HANDRAILX LinStatic -0.200 0.000 0.000 0.000 -10,800 49 HANDRAILY LinStatic 0.000 -0.200 0.000 10.800 0.000 49 DesignEnvel Combination Max 0.425 0.419 0,734 61.115 61.327 ope 49 DesignEnvel Combination Min -0.425 -0.419 0.365 -61.115 -61.327 ope 49 DSTL1 Combination 0.000 0.000 0.733 0.000 0.000 49 DSTL2 Combination -0,425 0.000 0.734 0.000 -61.327 49 DSTL3 Combination 0.425 0.000 0.734 0.000 61.327 49 DSTL4 Combination 0,000 -0,419 0.734 61.115 0.000 49 DSTL5 Combination 0.000 0.419 0.734 -61.115 0.000 49 DSTL6 Combination -0.425 0.000 0.365 0.000 -61.327 49 DSTL7 Combination 0.425 0.000 0.365 0.000 61.327 49 DSTL8 Combination 0.000 -0.419 0.365 61.115 0,000 49 DSTL9 Combination 0.000 0.419 0,365 -61.115 0.000 49 DSTL10 Combination Max 6.046E-04 5.953E-04 0.734 0,093 0.093 49 DSTL10 Combination Min -6.046E-04 -5.953E-04 0.734 -0.093 -0.093 49 DSTL11 Combination Max 6.046E-04 5.953E-04 0.365 0.093 0,093 49 DSTL11 Combination Min -6.046E-04 -5.953E-04 0.365 -0.093 -0.093 49 DSTL12 Combination 0,000 0.000 0.523 0.000 0.000 Magnusson Klemencic Associates Page 10 of 14 Washbay Frame - 12ft .sdb SAP2000 v15.1.0 - License L23d11(1 [_1) Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis March 31, 2014 Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2 Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2 91 HSS3X3X.250 Column No Messages 0.600273 PMM 94 HSS3X3X.250 Column No Messages 0.606989 PMM 97 HSS3X3X.250 Column No Messages 0.606989 PMM 103 HSS3X3X.250 Column No Messages 0.606989 PMM 106 HSS3X3X.250 Column No Messages 0.606989 PMM 109 HSS3X3X.250 Column No Messages 0.600273 PMM 112 HSS3X3X.250 Column No Messages 0.600273 PMM 115 HSS3X3X.250 Column No Messages 0.606989 PMM 118 HSS3X3X.250 Column No Messages 0.606989 PMM 124 HSS3X3X.250 Column No Messages 0.606989 PMM 127 HSS3X3X.250 Column No Messages 0.606989 PMM 130 HSS3X3X.250 Column No Messages 0.600273 PMM 133 HSS3X3X.250 Column No Messages 0.614745 PMM 139 HSS3X3X.250 Column No Messages 0.614745 PMM 145 HSS3X3X.250 Beam No Messages 0.024512 PMM 146 HSS3X3X.250 Beam No Messages 0.024508 PMM 147 HSS3X3X.250 Beam No Messages 0.024503 PMM 149 HSS3X3X.250 Beam No Messages 0.024508 PMM 150 HSS3X3X.250 Beam No Messages 0.024512 PMM 151 HSS3X3X.250 Beam No Messages 0.045242 PMM 152 HSS3X3X.250 Beam No Messages 0.045202 PMM 153 HSS3X3X.250 Beam No Messages 0.045161 PMM 155 HSS3X3X.250 Beam No Messages 0.045202 PMM 156 HSS3X3X.250 Beam No Messages 0.045242 PMM 157 HSS3X3X.250 Beam No Messages 0.024512 PMM 158 HSS3X3X.250 Beam No Messages 0.024508 PMM 159 HSS3X3X.250 Beam No Messages 0.024503 PMM 161 HSS3X3X.250 Beam No Messages 0.024508 PMM 162 HSS3X3X.250 Beam No Messages 0.024512 PMM 163 HSS3X3X.250 Beam No Messages 0.045242 PMM 164 HSS3X3X.250 Beam No Messages 0.045202 PMM 165 HSS3X3X.250 Beam No Messages 0.045161 PMM 167 HSS3X3X.250 Beam No Messages 0.045202 PMM 168 HSS3X3X.250 Beam No Messages 0.045242 PMM 169 HSS3X3X.250 Beam No Messages 0.026046 PMM 170 HSS3X3X.250 Beam No Messages 0.026046 PMM 172 HSS3X3X.250 Beam No Messages 0.048052 PMM 173 HSS3X3X.250 Beam No Messages 0.048052 PMM 175 HSS3X3X.250 Beam No Messages 0.026046 PMM 176 HSS3X3X.250 Beam No Messages 0.026046 PMM 178 HSS3X3X.250 Beam No Messages 0.048052 PMM 179 HSS3X3X.250 Beam No Messages 0.048052 PMM 181 HSS3X3X.250 Beam No Messages 0.024508 PMM 182 HSS3X3X.250 Beam No Messages 0.024505 PMM 183 HSS3X3X.250 Beam No Messages 0.024503 PMM 185 HSS3X3X.250 Beam No Messages 0.024505 PMM 186 HSS3X3X.250 Beam No Messages 0.024508 PMM 187 HSS3X3X.250 Beam No Messages 0.024508 PMM 188 HSS3X3X.250 Beam No Messages 0.024505 PMM 189 HSS3X3X.250 Beam No Messages 0.024503 PMM 191 HSS3X3X.250 Beam No Messages 0.024505 PMM 192 HSS3X3X.250 Beam No Messages 0.024508 PMM 193 HSS3X3X.250 Beam No Messages 0.026048 PMM Magnusson Klemencic Associates Page 11 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis SAP2000 v15.1.0 - License C23d11(11 ) March 31, 2014 Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 1 of 2 194 HSS3X3X.250 Beam No Messages 0.026048 196 HSS3X3X.250 Beam No Messages 0.026048 197 HSS3X3X.250 Beam No Messages 0.026048 PMM PMM PMM Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2 Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2 COn_ 91 UDSTL5 0.000 94 UDSTL3 0.000 97 UDSTL3 0.000 103 UDSTL3 0.000 106 UDSTL3 0.000 109 UDSTL5 0.000 112 UDSTL5 0.000 115 UDSTL3 0.000 118 UDSTL3 0.000 124 UDSTL3 0.000 127 UDSTL3 0.000 130 UDSTL5 0.000 133 UDSTL3 0.000 139 UDSTL3 0.000 145 UDSTL3 72.000 146 UDSTL3 72.000 147 UDSTL11 72.000 149 UDSTL4 72.000 150 UDSTL4 72.000 151 UDSTL3 72,000 152 UDSTL3 72.000 153 UDSTL11 72.000 155 UDSTL4 72.000 156 UDSTL4 72,000 157 UDSTL3 72.000 158 UDSTL3 72.000 159 UDSTL11 72.000 161 UDSTL4 72.000 162 UDSTL4 72.000 163 UDSTL3 72.000 164 UDSTL3 72.000 165 UDSTL11 72.000 167 UDSTL4 72.000 168 UDSTL4 72.000 169 UDSTL6 85.714 170 UDSTL5 85.714 172 UDSTL6 64.286 173 UDSTL5 64.286 175 UDSTL6 85.714 176 UDSTL5 85.714 178 UDSTL6 64.286 179 UDSTL5 85.714 181 UDSTL4 72.000 182 UDSTL4 72.000 No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages No Messages Magnusson Klemencic Associates Page 12 of 14 Washbay Frame - 12ft .sdb Boeing 9-101 777X Wing Dev Washbay Relocation - SAP Analysis Table: Steel Design 1 - Summary Data - AISC360-05-IBC2006, Part 2 of 2 SAP2000 v15.1.0 - License D23d11(1 L March 31, 2014 183 UDSTL11 72.000 No Messages No Messages 185 UDSTL3 72.000 No Messages No Messages 186 UDSTL3 72.000 No Messages No Messages 187 UDSTL4 72.000 No Messages No Messages 188 UDSTL4 72.000 No Messages No Messages 189 UDSTLI 1 72.000 No Messages No Messages 191 UDSTL3 72.000 No Messages No Messages 192 UDSTL3 72.000 No Messages No Messages 193 UDSTL5 85.714 No Messages No Messages 194 UDSTL6 85.714 No Messages No Messages 196 UDSTL5 85.714 No Messages No Messages 197 UDSTL6 85.714 No Messages No Messages Magnusson Klemencic Associates Page 13 of 14 Washbay Frame - 12ft .sdb SAP2000 v15.1.0 - License L23d11(1 C) Boeing 9-101 777X Wing Dev Washbay Relocation - Anchor Bolts March 31, 2014 Boeing 9-101 Washbay Relocation — Anchor Bolts Magnusson Klemencic Associates Page 14 of 14 www.hlltl.us Company: Specifier: Address: Phone I Fax E-Mail: Specifler's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report:: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: Magnusson Klemencic Associates Patrick T Ryan, PE SE 1301 5th Ave. Suite 3200, Seattle, WA 98101-2699 +1-206-292-1200 I +1-206-292-1201 PRyan@MKA.com HIT -RE 500-SD + HAS 518 herpwri = 5.709 in. (hefllmll = 10.500 in.) ASTM F 568M Class 5.8 ESR 2322 4/1/2010 1 4/1/2012 design method ACI 318 / AC308 eb = 0.000 in. (no stand-off); t = 0.625 in. lx x ly x t = 8.000 in. x 8.000 in. x 0.625 in.; (Recommended plate thickness: not calculated) Square HSS (AISC); (L x Wx T) = 3.000 in. x 3.000 in. x 0.250 in. cracked concrete. 2500, fc' - 2500 psi; h = 12.000 in., Temp. short/long: 32/32 °F hammer drilled hole, installation condition: dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Page: Project: Sub -Project I Pos. No. Date: immiorrI Profis Anchor 2.3.0 1 Boeing 9-101 Washbay 4/17/2012 Seismic loads (cat. C, D, E, or F) no Geometry [In.] & Loading [lb, in.lb] Z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROMS Anchor ( c ) 2003-2009 Hilli AG,=L-9494 Schaan Fitti is a registered Trademark of Hilt' AG, Scheer) www.hliti.us Company: Specifier: Address: Phone I Fax: E-Mail: Magnusson Klemencic Associates Patrick T. Ryan, PE SE 1301 5th Ave. Suite 3200, Seattle, WA 98101-2699 +1-206-292-1200 I +1-206-292-1201 PRyan©MKAcom 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force:(+Tension, -Compression) Anchor 1 2 3 4 Tension force Shear force Shear force x Shear force y 4923 106 106 0 0 106 106 0 4923 106 106 0 0 106 106 0 max. concrete compressive strain: 0.30 [%a] max. concrete compressive stress: 1317 [psi] resulting tension force in (x/y)=(-2.750/0.000): 9847 [Ib] resulting compression force in (x/y)=(3.354/0.000): 10212 [Ib] 3 Tension Toad steel Strength' Load N„. [Ib] Bond Strength* Concrete Breakout Strength** * anchor having the highest loading 3.1 Steel Strength N. = ESR value ¢ Naeel 2 kg 4923 9847 9847 "anchor group (anchors in tension) refer to ICC-ES ESR 2322 ACI 318-08 Eq. (D-1) Variables n Aae.N [In.2] 1_ 0.23 Calculations N. [Ib] —i6385 Results _ Nee (Ib] gsragl $ N. [lb] 16385 0.650 10650 f,,,, [psi] 7250tf N. pi 4923 Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.3.0 2 Boeing 9-101 Washbay 4/17/2012 Capacity $N. [lb] Utilization gN = N„./.N. Status 10650 47 OK- 10325 96 OK 9902 100 OK Input data and results must be thanked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 HMI AG, FL-9494 Schaan Hid is a registered Trademark of Hills AG. Schaan www.hiltl.us Company: Specifier: Address: Phone I Fax: E-Mail: I-uIli. -I Profit; Anchor 2.3.0 Magnusson KlemendcAssociates Patrick T. Ryan, PE SE 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 +1-206-292-12001+1-208-292-1201 PRyan©MKA.com Page: Project: Sub -Project I Pos. No.: Date: 3 Boeing 9-101 Washbay 4/17/2012 3.2 Bond Strength Nag (( — \ J) Wed.Ns 11/04a Wscsa WPNa Nag ONw ?Nu, AN. • see ICC-ES AC308, Part D.5.3.7 Awo = s«.Nu sa,N. = 20d 150 s 3 he Ca.H. = Weave = 0.7 + 0.3 \y) 51.0 er,Na rr S \0.5 L� / • (1 WaNaa)] a to WO,Na° = Yrl - [OE 1) ( tk,c 11.6 ] a 1.0 tkmax,C tkmax.c W.aw = Wp.Na = Ned = its aT haf fc (1 1 a 151.0 scr,Nu MAX(ca_mn Gra\ s 1.0 Coo MansCx //w tkc••R• d••af Variables tk,auner IPA +�kc 17 Calculations s„ w [in.] 1k.193 denser [In.] 0.625 (IPA 2500 came [in) 7.596 ICC-ES AC308 Eq. (D-16b) ACI 318-08 Eq. (D-1) ICC-ES AC308 Eq. (D-16c) ICC-ES AC308 Eq. (D-18d) ICC-ES AC308 Eq. (D-16e) ICC-ES AC308 Eq. (D-16m) ICC-ES AC308 Eq. (D-16g) ICC-ES AC308 Eq. (D-16h) ICC-ES AC308 Eq. (D-180 ICC-ES AC308 Eq. (D-16j) ICC-ES AC308 Eq. (D-16p) ICC-ES AC308 Eq. (D-161) he [in.] 5.709 eci,N [IN 0.000 Ana Cin.2] 314.38 1�000 10325] team UN eez t pn•) 0.000 Ammo nn•21 230.82 1.000 Nus (lb] 9847 saw 5.500 coo Un•j 8.528 TV 1. ro 2 taxied 1.00 teem [Psi 1032 Nag (b) 11683 Input data and results must be checked for agreement with the existing condiliOna and for plausiblltyl PROFIS Anchor ( c ) 2003-2009 Hill AG, FL-0484 Schoen Hill is a registered Trademark of Hai AG, Schoen I4i`TI www.hiltl.us Company: Magnusson Klemencic Associates Page: Specifier. Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 1 +1-208-292-1201 Date: E-Mail: PRyan(mMKA.com Profit; Anchor 2.3.0 4 Boeing 9-101 Washbay 4/17/2012 3.3 Concrete Breakout Strength ANc Nbbg — W .cN Wed.N yrcN Wcp,N Nb / Nag 2 Nu. ANg see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 =9hi 1 Vac ' 11 e 1.0 3 her Weal = 0.7 + 0.3 ( ) s 1.0 = MAXt c.. car. .0 'koa. h 6 Ww,N Nb ACI 318-08 Eq. (D-5) ACI 318-08 Eq. (D-1) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables her pn•1 ec1,N [in.] eoz.N [IN 4,aw, pn•] 5.709 0.060 0.000 cac [in.] he x I'a [Pall 8.628 17 1 2500 Calculations ANe [in.21 ANco Del yr.cl,x Ware n 384.58 290.78 1.000 1.000 Results Nay lib] los era • Nag Ibl Nra l�l 15234 0.850 9902 9847 Input dote and reatdb must be decked for agreement with the sedating conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 Hill AG, FL-9494 Scher Hllti is a registered Trademark of Hill AG, Sc aan 1.000 1.000 Nb pb] 11519 www.hilti.us 1•111LT1 Profls Anchor 2.3.0 Company: Magnusson Klemencic Associates Page: Specifier: Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 [ +1-206-292-1201 Date: E-Mail: PRyan©MKA.com 5 Boeing 9-101 Washbay 4/17/2012 4 Shear Toad Load V,r, psi Capscly 4Va lib] Utilization r. V„J+VV Status Steel Strength. 106 5898 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength (Concrete Breakout 425 28207 2 OK Strength controls)"' Concrete edge failure In direction .• N/A N/A N/A N/A * anchor having the highest loading '"anchor group (relevant anchors) 4.1 Steel Strength V„ = (n 0.6 AN.v fute) 0 VaNI 2 V,,, Variables n 1 Calculations V„ [lb] 9830 Results V,. [lb] 9830 refer to ICC-ES ESR 2322 ACI 318-08 Eq. (D-2) f,,, (pal] 72500 (n 0.6 Aeev fit,) (b] 9830 4 V„ pig V, [lb] 5898 106 4.2 Pryout Strength (Concrete Breakout Strength controls) Vim _ rep [(Z— l o) .N Wec,N Wc.N Wcp.N q � Vcpg a ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) A •9h;r = (1+1 2eN)1.0 3 he W.d N = 0.7 + 0.3 (1.5h.ert°"r)5 1.0 Wcp.N = MAX ( Ca.min , 1.5hM151.0 C,o / Nb =kc7l/4/Tchsi6 ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-6) ACI 318-08 Eq. (D-9) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables kr h.f pn.] ee,�+ [ln•] e, (in.l A min Pni 5.709 0.000 0.000 4ra�+ [in.] kc 1 fe [psi] 1.000 8.526 17 1 2500 CalculationsANe yyrr qqrrwe��+ yN 508.60 [in s] 290.78 ANc0 Pil�1 10d0 1.000 1.000 1.000 11519 Results Vol V,. piV,� pbl .700 +28E77 425 Input data and results must be crocked for agreement with the edlatrg andirons and for plausibility) PROFIS Anchor ( c ) 2003-2009 Hid AG. FL-9494 Sd,ean Pile is a registered Trademark of Ifilti Aka Sch.an www.hllU.us Company: Magnusson Klemencic Associates Page: Specifier. Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 I +1-206-292-1201 Date: E-Mail: PRyan®MKA.com Imo 1lair I Profls Anchor 2.3.0 6 Boeing 9-101 Washbay 4/17/2012 5 Combined tension and shear loads 0.994 aW= (ON +pv)/12<=1 0.018 1.t 0 85 Utilization fito [%] Status OK 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, In order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The 0 factor Is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Design Strengths of adhesive anchor systems are influenced by the deaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report (e.g. section 4.1.1 of the ICC-ESR 2322) for details. • Cheddng the transfer of loads into the base material and the shear resistance are required In accordance with ACI318 or the relevant standardl Fastening meets the design criteria! Input data and restits must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 HIM AG, FL-9494 Sateen Mt is a registered Trademark d FNtl AG. Sdnan www.hlltl.us Ili ILT1 Profls Anchor 2.3.0 Company: Specifier. Address: Phone I Fax: E-Mall: Magnusson Klemendc Associates Patrick T. Ryan, PE SE 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 +1-205-292-1200 I +1-206-292-1201 PRyan©MKA.com Page: Project Sub -Project I Pos. No.: Date: 7 Boeing 9-101 Washbay 4/17/2012 7 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 3.000 x 3.000 x 0.250 In. Hole diameter in the fixture: d, = 0.688 in. Plate thickness (input): 0.625 in. Recommended plate thidmess: not calculated Cleaning: Premium cleaning of the drilled hole Is required Coordinates Anchor In. Anchor x y 1 -2.750 -2.750 2 2.750 -2.750 3 -2.760 2.750 4 2.750 2.750 c.. c.,, c., 00 Anchor type and diameter HIT -RE 500-SD + HAS, 5/8 Installation torque: 720.000 in.lb Hole diameter in the base material: 0.750 In. Hole depth In the base materiel: 5.709 in. Minimum thickness of the base material: 7.209 In. Input data and results roust be checked for agreement wit' the =ba g conditions and for plausibatyl PROMS Anchor ( c ) 2003-2000 Hilli AG, FL-W W Schwan HSI is a registered Trademark of HIV AG, Schoen • www.hllti.us Company: Magnusson Klemencic Associates Page: Specifier. Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 ( +1-206-292-1201 Date: E-Mail: PRyan©MKA.com Profls Anchor 2.3.0 8 Boeing 9-101 Washbay 4/172012 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. AI figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put In. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2W3-2009 HiWU AG, FL-9494 Schwan Fib is a registered Trademark or Hill AG, Schwan www.hllti-us Company: Magnusson Klemencic Associates Page: Specifier: Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 I +1-206-292-1201 Date: E-Mail: PRyan@MKA.com Speclfler's comments: 1■�11`.TI Profis Anchor 2.3.0 1 Boeing 9-101 Washbay 4/17/2012 1 Input data Anchor type and diameter: HIT -RE 500-SD + HAS 5/8 Effective embedment depth her,opr = 5.630 in. (heunnd = 10.500 in.) Material: ASTM F 568M Class 5.8 Evaluation Service Report:: ESR 2322 Issued I Valid: 4/1/2010 14/1/2012 Proof: design method ACI 318 / AC308 Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.625 in. Anchor plate: Ix x ly x t = 8.000 in. x 8 000 in. x 0.625 in.; (Recommended plate thickness: not calculated) Profile: Square HSS (AISC); (L x W x T) = 3.000 in. x 3.000 in. x 0.250 in. Base material: cracked concrete, 2500, fb' = 2500 psi; h = 12.000 in., Temp. short/long: 32/32 °F Installation: hammer drilled hole, installation condition: dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no Geometry [in.] & Loading [lb, In.lb] GO z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003-2009 -Hi AG, FL-9494 Schaen Hilti is a registered Trademark of HD AG, Srhaan www.hllti.us Company: Specifier: Address: Phone I Fax: E-Mail: M111..T1 Magnusson Klemencic Associates Patrick T. Ryan, PE SE 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 +1-206-292-1200 1 +1-206-292-1201 PRyan@MKA.com 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Its] Tension force: (+Tension, -Compression) Anchor Tension force Shear force 4831 106 2 3 4 Shear force x Shear force y 106 0 0 106 106 0 4831 106 106 0 0 106 106 0 max. concrete compressive strain: max. concrete compressive stress: resulting tension force in (x/y)=(-2.750/0.000): resulting compression force in (x/y)=(3.344/0.000): 3 Tension Toad Steel Strength' Bond Strength* Concrete Breakout Strength" * anchor having the highest loading 3.1 Steel Strength N. = ESR value 0.30 [%e1 1320 [psi] 9661 [lb] 10395 [lb] Load N. [lb] 4831 9661 9661 *fltanchor group (anchors in tension) refer to ICC-ES ESR 2322 Netael2 Nue ACI 318-08 Eq. (D-1) Variables n 1. Calculations Nsa [lb] 16385- Results Nea [lb] 16385 An.N lln.21 0.23 0ow 650 fuu (Ps 11 72500 Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.3.0 2 Boeing 9-101 Washbay 4/17/2012 Capacity n [lb] Utilization I3N = N,,J Nn Status 1065 _ 46 —OTC-- - —_. 10182 95 OK 9730 100 OK 0 Nei [lb] Nua Pb] 10650 4831 --- Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hllti AG, FL-9494 Selman HIIf1 Is a registered Trademark of HU AG. Schaen 1■411i.it. -I www.hlle.us Profis Anchor 2.3.0 Company: Magnusson Klemendc Associates Page: 3 Spedfler: Patrick T. Ryan, PE SE Project Boeing 9-101 Washbay Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 I +1-206-292-1201 Date: 4/17/2012 E-Mail: PRyan©MKA.com 3.2 Bond (Strength Ng, = \AZ) Wad,n. WsNa 440111 Wp,N• Na0 ON.N 2N,w AN. = see ICC-ES AC308, Part D.5.3.7 Sar,Na = 20d ' 5 3 h1450 .t c«.N. Wsd,N = 0.7 + 0.3 ( ) 5 1.0 r s los Wu.N. = wow + L(SerN./ (1 WL.Nao)] 2 1.0 r 1¢ Mow = `\ 1_ [( ) -1 • ( tk.c ) 21.0 tk,max.a tkmax,c = xkcd hat • fc 1 wacN. -( er Is1.0 t+— aar,N. Wp,Ng Nao =tko•Kband•n•d•ht ICC-ES AC308 Eq. (D-16b) ACI 318-08 Eq. (D-1) ICC-ES AC308 Eq. (D-16c) ICC-ES AC308 Eq. (D-16d) ICC-ES AC308 Eq. (D-16e) ICC-ES AC308 Eq. (D-16m) ICC-ES AC308 Eq. (D-16g) ICC-ES AC308 Eq. (D-16h) ICC-ES AC308 Eq. (D-161) ICC-ES AC308 Eq. (D-16j) ICC-ES AC308 Eq. (D-16p) ICC-ES AC308 Eq. (D-16f) Variables [psi] dearer (in.) he lln•J c, aw, [In.] a„s [in.] n �` 800 2 �2142 0.825 5.830 '° 5• kc fc [psi] (tom tan•1 ed,N [In•1 cac [in.l Kbond 17 2500 0.000 0.000 8.408 1.00 Calculations s,. [In.] ccr�,r+. lin.1 AN. [In.) ANY) [in.21 Cn.. N,l t`'1 '00)14 25 16.193 7.596 314.38 h30.82 {{ �(�p i000tfectafte N1d01 1e000 1 1.000 11501 Results Nu. POI 15666 6.850 10182 9881 Tka [Psil 1045 Input data and results must be checked for agreement with Cie ekdsdng corldisons and for WauaibNityi PROMS Anchor (c) 2003-2000 Hilli AG, FL-9494 Schoen Hilli is a registered Trademark of Hilb AG, Schoen www.hlitl.us Prof's Anchor 2.3.0 Company: Magnusson Klemendc Associates Page: 4 Specifier. Patrick T. Ryan, PE SE Project: Boeing 9-101 Washbay Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2899 Sub -Project I Pos. No.: Phone I Fax: +1-208-292-1200 I +1-206-292-1201 Date: 4/17/2012 E-Mail: PRyan©MKA.com 3.3 Concrete Breakout Strength Nag = (At) %yeah Wea.N lile.N Il/ep,N N6 ACI 318-08 Eq. (D-5) • Nay? N„e ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) Atka = 9 hi' ACI 318-08 Eq. (D-6) r 1 W.cN - e 1 s 1.0 ACI 318-08 Eq. (D-9) 3h,f WeeN = 0.7 + 0.3 (j) 51.0 ACI 318-08 Eq. (D-11) ar W,vN = MAX( , t ) s 1.0 ACI 318-08 Eq. (D-13) Ne = kC 'Ii h:r ACI 318-08 Eq. (D-7) Variables her 081.1 ea+N FIN 11/44 [in.) eke*[irt.J �a� 5:630 0.000 0.000 p 1.000 caa Qn•) kc fe [p�j 8.408 17 1 2500 Calculations ANC fn.21 ANCO lin-2j f �.�,� yreeN Ne [Its[ 375.26 282.78 1800 1.000 1.000 1.' r 11280 Results Narl (b] +esaarals + [lc) Nw [IbJ 14970 0.650 >5730 9661 Input data end results must be cheated for agreement with the existing conditions and for plauaetaly! PROFIS Anchor (c ) 2003-2009 Hi!ti AG. FL-9494 Schoen HIS is a registered Tredentenc of Hill AG. Scheer www.hiltl.us Profis Anchor 2.3.0 Company: Magnusson Kiemencic Associates Page: Specifier: Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Project I Pos. No.: Phone I Fax: +1-206-292-1200 I +1-206-292-1201 Date: E-Mail: PRyan®MKA.com 5 Boeing 9-101 Washbay 4/17/2012 4 Shear load Load V. (lb) Capacity V, pb] Utilization p�= Va,Va l�Status Steel Strength* 106 5tt98 2 OK Steel failure (with lever arm)' N/A N/A N/A N/A Pryout Strength (Concrete Breakout 425 27812 2 OK Strength controls)" Concrete edge failure in direction " N/A N/A N/A N/A ' anchor having the highest loading "anchor group (relevant anchors) 4.1 Steel Strength V„ - (n 0.6 Aso/ futa) t refer to ICC-ES ESR 2322 ACI 318-08 Eq. (D-2) Variables n A,av [in?] fat [psij (n 0.6 Aso/ fa,) [Ib] 1 0.23 72500 9830 Calculations V„ [Ibj 9830 Results V. 9830] w Vs, [lb] V„ [Ib] 6 600 5898 106 4.2 Pryout SttrengthhJ (Concrete Breakout Strength controls) V� _ rep L(ANeo) WKN WsN Wc.N W`l)N Nb] Vcp AN, see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) = 9 AC) 318-08 Eq. (D-6) ! 1 WacN - \ 1 2 ) s 1.0 ACI 318-08 Eq. (D-9) W,d,N = 0.7 + 0.3 ( 5 ) s 1.0 WcP,N = MAX(, 1) 5 1.0 Nb=14xhjf5 ACI 318-08 Eq. (D-31) ACI 318-08 Eq. (D-2) ACI 318-08 Eq. (D-11) ACI 318-08 Eq. (D-13) ACI 318-08 Eq. (D-7) Variables k7 he tin.) (pox [in.] ea�N [in.] Pill 5.630 0.000 0. lirt - ��aa,NH [+�+•] A.4IPA 1.000 8.408 17 1 2500 Calculations Pete [in.zj A. [in?] yr n,,r► yyrr.. �tt yyi�,ntf yyrrqq� Nb (lb 498.00 282.78 1.0W 1,000 1.000 1.000 11280 Results 8qqpp��� gym, Val V. a [lb] 9732] 0.700 ; 275122 425 Input data and results must be decked for agreement with the existing condib0ns and for plausibility? PROFIS Anchor ( c) 2003-2009 Fold AG, FL-9494 Schoen MU is a registered Trademark of HITS AG, Schoen www.hiltl.us Company: Specifier: Address: Phone I Fax: E-Mail: Magnusson Klemencic Associates Patrick T. Ryan, PE SE 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 +1-206-292-1200 I +1-206-292-1201 PRyan@MKA.com Page: Project: Sub -Project I Pos. No.: Date: Profis Anchor 2.3.0 . 6 Boeing 9-101 Washbay 4/17/2012 5 Combined tension and shear loads 0.3 0118 1.600 6Nv= (ON +jiv)/1.2<=1 utilization ga,.v I%I Status OK 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor. Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! • Condition A applies when supplementary reinforcement is used. The factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement Is not used and for Pullout Strength and Pryout Strength. Refer to ACI 318, Part D.4.4(c). • Design Strengths of adhesive anchor systems are influenced by the cleaning method. Refer to the INSTRUCTIONS FOR USE given in the Evaluation Service Report for cleaning and installation instructions • The present version of the software does not account for adhesive anchor special design provisions corresponding to overhead applications. Refer to the ICC-ES Evaluation Service Report (e.g. section 4.1.1 of the ICC-ESR 2322) for details. • Checking the transfer of loads into the base material and the shear resistance are required In accordance with ACI318 or the relevant standard! Fastening meets the design criteria! Input dela end results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 Hill AG, FL-9494 Schaan Heti is a registered Trademark of Hill AG, Schaan www.hilti.u$ Company: Spedler: Address: Phone I Fax: E-Mail: 111411.7r1 Magnusson Klemendc Associates Patrick T. Ryan, PE SE 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 +1-206-292-1200 I +1-206-292-1201 PRyan®MKA.com Page: Project: Sub -Project 1 Pos. No.: Date: Profle Anchor 2.3.0 7 Boeing 9-101 Washbay 4/17/2012 7 Installation data Anchor plate, steel: - Profile: Square HSS (AISC); 3.000 x 3.000 x 0.250 In. Hole diameter in the fixture: dr 0.688 In. Plate thickness (input): 0.625 in. Recommended plate thickness: not calculated Cleaning: Premium cleaning of the drilled hole is required 0 O 4.000 3 1 y Anchor type and diameter: HIT -RE 500-SD + HAS, 5/8 Installation torque: 720.000 In.lb Hole diameter In the base material: 0.750 in. Hole depth In the base material: 5.630 In. Minimum thickness of the base material: 7.130 In. 4.000 0 0 4 2 N 1.250 5.500 1.250 Coordinates Anchor In. Anchor x y c_R c.I( cy 1 -2,750 -2.750 2 2.750 -2.750 3 -2,750 2.750 4 2.750 2.760 • Input data and restate must be checked for agreement with the misting conditions and for plausib5tyl PROFIS Anchor ( c ) 2003-2039 Htiti AG, FL-9494 Schaaf' HMI is a registered Trademark of HU I Aka, Schoen www.hilti.us I-uH T1 Profis Anchor 2.3.0 Company: Magnusson Klemendc Associates Page: Specifier: Patrick T. Ryan, PE SE Project: Address: 1301 5th Ave, Suite 3200, Seattle, WA 98101-2699 Sub -Protect I Pos. No.: Phone I Fax +1-206-292-1200 I +1-206-292-1201 Date: E-Mail: PRyan@MKA.com 8 Boeing 9-101 Washbay 4/17/2012 8 Remarks; Your Cooperation Duties • Any and all information and data contained In the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particulary with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limft damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c) 2003-2009 HIIIi AG, FL-9494 Schwan HIM Is a registered Trademark of HIM AG, Sct an City of Tukwila Department of Community Development 9/2/2014 JOHN MURDOCH PO BOX 3707 M/C 89-14 SEATTLE, WA 89124 RE: Permit No. D14-0105 BOEING #9-101 - 777X WING WASH 9725 EAST MARGINAL WAY S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director 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, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/19/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/19/2014, 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, 00.4 er Marshall Technician File ATo: D14-0105 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COOK© COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0105 DATE: 04/03/14 PROJECT NAME: BOEING #9-101 - 777X WING WASH BAY SITE ADDRESS: 9725 EAST MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: C. Building Division Public Works Fire Prevention Structural -l-I 14 9 1 Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/08/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/06/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: 12/18/2013 BOEING COMPANY, THE Page 1 of 9 0 Washington State Department of Labor & Industries BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES) LOHR, MICHAEL WOLTER, CHRISTOPHER READ, PAUL (End: 02/07/2013)SHRONTZ, F A (End: 02/07/2013)GIVAN, B E (End: 02/07/2013)KING, C G (End: 02/07/2013)BEIGHLE, D P (End: 02/07/2013)COLLINS, T J (End: 02/07/2013)BUDINICH, T M (End: 02/07/2013)WOODARD, R B (End: 02/07/2013)CRUZE, D D (End: 02/07/2013)CONDIT, P M (End: 02/07/2013) Doing business as BOEING COMPANY, THE WA UBI No. 178 005 030 100 N RIVERSIDE CHICAGO, IL60606-1596 312-544-2535 Business type Corporation Governing persons License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971 — 01/18/2015 Bond FEDERAL INS CO Bond account no. 81312466 $12, 000.00 Received by L&I Effective date 01/14/2002 01 /01 /2002 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 04/22/2014