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HomeMy WebLinkAboutPermit D17-0063 - BOEING #9-101 - CONCRETE BASEBOEING #9-101 9725 E MARGINAL WAY S D17-0063 Parcel No: Address: 0 City of Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov 0003400018 DEVELOPMENT PERMIT Permit Number: D17-0063 9725 E MARGINAL WAY S BLDG 9-101 Issue Date: 4/25/2017 Permit Expires On: 10/22/2017 Project Name: BOEING #9-101 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 BRENTTHAYER 4416 CHENNAULT BEACH RD , MUKILTEO, WA, 98275 ELECTROIMPACT 4413 CHENNAULT BEACH RD , MUKILTEO, WA, 98275-8090 ELECTI*872PH BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 Phone: (425) 268-1781 Phone: (425) 348-8090 Expiration Date: 11/6/2017 DESCRIPTION OF WORK: POUR A CONCRETE BASE FOR A MACHINE ON TOP OF THE EXISTING FOUNDATION Project Valuation: $302,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $5,602.89 Occupancy per IBC: F-1 Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 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 Permit Center Authorized Signature: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: -C yer 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. Date: 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: 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** 0200 FOUNDATION WALL 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: &--)--)+1( 7 Date Application Expires: -! -')t' 1 7 (For office use only) CONSTRUCTION PERMIT APPLICATION 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 LOCATION Site Address: 9725 East Marginal Way South Tenant Name: Boeing King Co Assessor's Tax No.: Suite Number: 9-101 Floor: PROPERTY OWNER Name: Brent Thayer Name: Boeing City: Mukilteo State: WA Zip: 98275 Address: 9725 East Marginal Way South Email: brentt@electroimpact.com City: Tukwila State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Brent Thayer Address: 4413 A Chennault Beach Road City: Mukilteo State: WA Zip: 98275 Phone: (425) 268-1781 Fax: Email: brentt@electroimpact.com GENERAL CONTRACTOR INFORMATION Company Name: Electroimpact Address: 4413 A Chennault Beach Road City: Mukilteo State: WA Zip: 98275 Phone: (425) 348-8090 Fax: Contr Reg No.: ELECTI * 872PH Exp Date: 11/06/2017 Tukwila Business License No.: H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: David Evans and Associates INC Architect Name: Jiri Pertold, PE, SE Address: 415 118TH Ave SE City: Bellevue State: WA Zip: 98005 Phone: (425) 519-6534 Fax: Email: jiri.pertold@deainc.com ENGINEER OF RECORD Company Name: David Evans and Associates INC Engineer Name: Jiri Pertold, PE, SE Address: 415 118TH Ave SE City: Bellevue State: WA Zip: 98005 Phone: (425) 519-6534 Fax: Email: jiri.pertold@deainc.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NjA-, R0 ,i. Ks_ Address: 9 ?..2,5 8( otttr2 fe.4 t, City: TV kv .� let State: 0A Zip: 90 TI.7 Page 1 of 4 • BUILDING PERMIT INFORMATIO-206-431-3670 Valuation of Project (contractor's bid price): $ 302,000 Describe the scope of work (please provide detailed information): Pour a concrete base for a machine on top of the existing foundation. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 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 of 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? 0 Yes 0 No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1n Floor 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 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 of 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? 0 Yes 0 No if "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forns-Applications On Line\201 I Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO%IATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided O .. Highline ❑ .. Renton Sewer District ❑ ...Tukwila ❑...Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) 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 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total FiII cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water ❑ ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 11 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:'ApplicationsWorns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 rJ O PERMIT APPLICATION NOTES — 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 1 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 OR AUTHORIZED AGENT: Signature: Print Name: Brent Thayer Mailing Address: 4413 A Chennault Beach Road H:\Applications\Forns-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Date: 03/23/2017 Day Telephone: (425) 268-1781 Mukilteo .WA 98275 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila .., DESCRIPTIONS ACCOUNT QUANTITY • ! PAIL . PermitTRAK • $5,602.89 .,, D17-0063 Address: 9725 E MARGINAL WAY S BLDG 9-101 Apri: 0003400018 ' $5,602.89 DEVELOPMENT . $5,438.23 PERMIT FEE R000.322.100.00.00 0.00 $3,293.17 PLAN CHECK FEE r R000.345.830.00.00 0.00 1 $2,140.56 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $164.66 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1.1155 R000.322.900.04.00 0.00 .i-1 $164.66 $5,601.89 10 p. Date Paid: Tuesday, March 28, 2017 Paid By: ELECTROIMPACT INC Pay Method: CHECK 12113 111.MM6. Printed: Tuesday, March 28, 2017 9:11 AM 1 of 1 CRWS YSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PERMIT NO.4....__ CITY OF TUKWILA BUILDING DIVISION Pro'ect: ` 61/J& 1- /d /t2-i11kr Te of Inspection: . -1--/AAL Address: f Date Called: • Special Instructions:Date y- , 9-M/ Wante ,• Zii7 m: p.m. Re nester: jj ")ee Phone No: e1Zs--26e "1761 0 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Z> K - L- vr /e Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 biz 00 Pro'ect: �m �y 0 CY ® -Af, e Type of In�s`pection:, /, �{ �J' �"I-CAsr-- /Ai- PLd"rt- Address: g72S L-`-MAktibrAl. w1 S Date Called: Special Instructions: ie oo F'� j Date Wanted: a.m` I Requester:/ S /�f .r �p / /�h� Phone No: 264 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ?'K- C/ Inspector: Date: 2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee,must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D/7 -6v63 Prosect: , .qt.-/%/kti,b4i1',' Tr>40 Inspection: L bLL Address: q72S •/ 'wAt_ w') s Date Called: Special Instructions:. jc/ '' 6� L / T Z,S - COLtiPt4 f16 _ -0 we & Date Wante ,;% J/ t 7 s ` gym. Requester: Phone No: Iz5—',,2c 9- / 7bil ►i Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: x/--17 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd,. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit biz -4(43 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:Type 7 6- 9 — /4 / of Inspection S 1- 6-1R)0/67X1 COWS Addrfess: �* ,/ Date Called: Special Instructions: / r ZS '"Co/ oYs' ,J Date Wante 22/ / 7 p.m. Request Phone No: qzs 26# 17N Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1)17-063 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Or 9-/6f Type of Inspection: 51--b,JP 7 - lijalto Address: /72-t,4/04/r>irA/_ iLIV g Date Called: Special Instructions: .,✓ / 2 eCteml AI S /6 ' br,C4C Date Wanted: C 22_0 7 p.m. Requeste . Phone No: aApproved per applicable codes. LJ Corrections required prior to approval. COMMENTS: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 D17— 0063 Project:fition: � :(1 VO& � / ` /e / !- 126/IVr Sit& tiJea A�d�drress: 'lriot), ,k/Al_ q Date Called: Special Instructions: 5-/0/ Date Wanted: S.-, 17 ga.m. '.m. Requester: Phone No: Approved per applicable codes. E Corrections required prior to approval. COMMENTS: , et C_ c'✓✓77 Aly 5!'/5CT Inspector: 0-5 Date: 5"--19'-/7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro ect: • eiC 9_ /67l Type of Inspecti n: i - mx�y% f CO6vC AAddress. ,� /� C 72 f�' 1A klAt, L) .5 Date Called: Special Instructions: -9.. ,i / Date Wante . s N 17 P.m. Requester Phone No: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: /D CM'?7 .r' ,,694)4 4/e. E' /IVS,2 G T." Inspector: Date: X11 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. cihrimam. • sm, al ill MR allmel aari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION July 27, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RECEIVED AUG 012017 L ,Ielopr,�unt RE: FINAL LETTER Boeing Plinth Building 9-101— Column 723, Door S16 9725 E Marginal Way Tukwila, Washington Dear Mr. Thayer, KA No. 096-17217 Permit No. D17-0063 In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: • Foundation. Wall — Inspection Code 0200 • Reinforcing Steel Welding — Inspection Code 4028 • Cast in Place Deep Foundations — Inspection Code 4037 • Epoxy/Expansion Concrete Anchor Bolts — Inspection Code 4046 To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications, at locations represented within Krazan reports only. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (425) 485-5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ryman L. Mercer Project Manager Pacific Northwest Division RLM/lkj CC:CITY r KWIL-A-- 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States AOW: ‘1142 1= aMne I azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 13, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RE: COMPRESSIVE STRENGTH TEST RESULTS Boeing Plinth Building 9-101— Column 723, Door S16 9725 E. Marginal Way Tukwila, Washington RECEIVED JUL 19 2017 Community Development KA No. 096-17217 Permit No. D17-0063 Dear Mr. Thayer, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ryman L. Mercer Project Manager Pacific Northwest Division RLM/lkj CC: CITY OF TUKWILA 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 BRK.doc ISTAV INA AR anni i(I'2l?211T1 Asso ts, I nc: Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/14/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061417-CM -1 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Field Data Other: X Cadman Truck # Ticket # Plant No. 54 Slump % Air Inch 7:10 337 161339 5.8 6" Site Mix: Mix Air Unit Temp (F) Temp (F) Weight 64d 55d N/A Location: Remarks: Placement Area Poured west plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6142017CM Inspector : C Monacelli Laboratory Data Design Strength: Cyl. Code Test Date 5000 @ 28 days I TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (oz/cwt.) Water Added On Job Site (Gals.) Design Actual 5LTW976 612# 144# Lt Wt 3/8" 1074# 4.5%m 1206# 34.9g1 Glen 7500 4.9 oz 7.5 oz 5g1 C143 C1064 C31 Field Test ASTM Method 7 7 C138 C173 Other 7 Date Specimens Rec'd: 6/15/2017 Field Cure 58835-1 58835-2 58835-3 58835-4 58835-5 6/21/17 7/12/17 7/12/17 7/12/17 7/12/17 Age 7 28 28 28 28 Dim. Area Wt. Max Load 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 61620 90610 90900 93480 92500 Comp. Strength 4910 7210 7240 7440 7360 Set 1 1 1 1 1 Tested By CD CD CD CD CD Brk Typ 2 2 3 3 1 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Concrete Report Results Reviewed By:I ,AA, Codes for Break Types: j1E0 2 4 Date: Offices Serving The Western United States v N s Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Test Results Conforming The informalpn ambled on Ms report is prepared to theeeGuslve use of the client. est may not be reproduced in any format without the written permission of the client end Kradan 8 Associates. This report indicates aur inspector's observation and testing results based on eke conditions and mandator activities. Thishdomanon Is stinted b review ped to final submittal. By signing this report.ms inspector does not accept responsibildy for validly of results. The same information has been provided by others cc site. • Mo.,.VIM W=cirra. .1.111111 GILJCu1&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/14/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061417-CM -2 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Truck # Ticket # Field Data Other: Cadman 10:20 1 351 Plant No. % Air 391042 1 6.1% 54 Site Mix: Slump Mix Air Unit Inch Temp (F) Temp (F) Weight 6.5" 66d 58d N/A Location: Remarks: Placement Area Poured west plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6142017CM Inspector: C Monacelli Laboratory Data Design Strength: Cyl. Code 58834-1 58834-2 58834-3 58834-4 58834-5 5000 @ 28 days TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz l cwt. ) Water Added On Job Site (Gals.) Design Actual 5LTW976 609# 142# Lt Wt 3/8" 1088# 4.5%m 1203# 34.9g1 Glen 7500 9.6 8 oz 5g1 C143 C1064 C31 Field Test, ASTM Method 7 7 C138 C173 Other Date Specimens Rec'd: 6/15/2017 Test Date 6/21/17 Field Cure 7/12/17 7/12/17 7/12/17 7/12/17 Age 7 28 28 28 28 Dim. Area Wt. Max Load 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 45350 79470 80800 82320 79050 Comp. Strength 3610 6330 6430 6550 6290 Set 2 2 2 2 2 Tested By CD CD CD CD CD Brk Test Method Typ ASTM C39 2 ASTM C109 2 ASTM C617 2 ASTM C1231 1 ASTM C1019 3 OTHER 7 Remarks: Results Reviewed By: 1 T,1, LAdt"..._ Codes for Break Types: 1 2 3 4 Date: tt Li 6 Test Results Conforming Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The Information prodded on this recant; prepared forme exclusive use of the chem. and may not be reproduced In any former .meow the written seRmsawn of the ween and Braden it Associates_ ibis recon indicates our inspectors observation and testing results based on site conditions end contractor awvmes. This information is subject to review prior to final submittal. By signing ink report. our inspector does ria accept responsWPty for rarely or resutls. The same Information has been prodded by others on site. aviwr UM al _- .Kra.Zal&Associates,Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/15/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061517-CM -1 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Truck # Ticket # Field Data Other: X Cadman Plant No. 54 Slump % Air Inch 7:00 351 391276 N/A 5.5" Site Mix: 1 1 Mix Air Unit Temp (F) Temp (F) Weight 64d 57d N/A Location: Remarks: Placement Area Poured east plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6152017CM Inspector: C Monacelli Laboratory Data Design Strength: Cyl. Code Test Date 5000 @ 28 days 1 TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz/cwt.) Water Added On Job Site (Gals.) Design Actual S5C40826 548.6# slag 105.7# 3/8" 1908.6# 4.6%m 1371.4# 30 g1 Glen 7500 39.6 oz 13g1 Field Test ASTM Method C143 7 C138 ij C1064 7 C173 C31 Other Date Specimens Rec'd: 6/16/2017 Field Cure 58852-1 58852-2 58852-3 58852-4 58852-5 6/22/17 7/13/17 7/13/17 7/13/17 7/13/17 Age 7 28 28 28 28 Dim. Area Wt. Max Load 4x8 12.50 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 99170 111200 113520 100800 113060 Comp. Strength 7930 8850 9040 8820 9000 Set 1 1 1 1 1 Tested By CD CD CD CD CD Brk Typ 2 3 3 3 3 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Results Reviewed By:�1�..." ill i l 7 j 2 for Break Types: Codes 1 Date: Test Results Conforming /!1, 3 4 5 6 Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exdusne use of s h�rerd. and may not be reproached in any format wallah the written pennisabn of the client and ina>an B Associates. This report Indicates our Inspector's observation end testing rashes based m site mMitiorn and contractor activities. This Information k prior to final stibnite]. By signing this report, our inspector does not accept responsibility for validity of results. The same Mfornt tion has beech provided W othem on site. Kraz &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/15/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061517-CM -2 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy X Field Data Concrete: Other: Supplier: Plant No. Time Truck # Ticket # Cadman 8:00 284 54 Site Mix: Slump Mix Air Unit % Air Inch Temp (F) Temp (F) Weight 161498 1 N/A 6" 64d 58d N/A Location: Remarks: Placement Area Poured east plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6152017CM Inspector: C Monacelli Laboratory Data Design Strength: 5000 @ 28 days TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. ( Oz ! cwt. ) Water Added On Job Site (Gals.) Design Actual S5C40826 549.5# 104.7# 3/8" 1910# 4.6%m 1371.4# 30.1 gl Glen 7500 40.4 oz 13 C143 C1064 C31 Field Test ASTM Method 7 7 7 C138 C173 Other Date Specimens Rec'd: 6/16/2017 Cyl. Code 58851-1 58851-2 58851-3 58851-4 58851-5 Test Date Field Cure 6/22/17 7/13/17 7/13/17 7/13/17 7/13/17 Age 7 28 28 28 28 Dim. Area Wt. Max Load 4x8 12.50 4x8 12.56 4x8 12.56 4x8 12.56 4x8 12.56 90730 121770 120400 122380 120180 Comp. Strength 7260 9700 9590 9740 9570 Set 2 2 2 2 2 Tested By CD CD CD CD CD Brk Typ 1 3 3 3 3 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Concrete Concrete Report 4 Results Reviewed By: 1 r J_ta� ftfl Codes for Break Types: 0/ 1 U 2 Date: 4 -7-1(4 -lam Offices Serving The Western United States 5 Test Results Conforming 6 - Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provide! co Ms report Is prepared for the erclualve we of the orient, and may not be reproduced 0 eny tonne without the mitten permission of the client and xrorana Asa:dates. This report Indicates our Inspector's observation and testing results based on siteomdltiom and contractor activities. This information Is subject to review prior to Mel submittal. By signing this report, our inspector does not accept responObility for vali0ily of result.. The same information has been provided by others on site. -Ia --�--,..,Krazan& ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 23, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RECEWVEE JUN 30 2017 Community Development RE: COMPRESSIVE STRENGTH TEST RESULTS Boeing Plinth Building 9-101— Column 723, Door S16 9725 E. Marginal Way Tukwila, Washington Itr KA No. 096-17217 Permit No. D17-0063 Dear Mr. Thayer, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ryman L. Mercer Project Manager Pacific Northwest Division RLM/Ikj CC: CITY OF TUKW ILA 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 BRK.doc =-=l�razan&Associates, 1 nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/15/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061517-CM -1 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Field Data Other: X Cadman Truck # Ticket # Plant No. 54 Site Mix: Slump Mix Air Unit % Air Inch Temp (F) Temp (F) Weight 7:00 351 391276 N/A 5.5" 64d 57d N/A Location: Remarks: Placement Area Poured east plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6152017CM Inspector : C Monacelli TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. ( Oz / cwt. ) Water Added On Job Site (Gals.) Design Actual S5C40826 548.6# slag 105.7# 3/8" 1908.6# 4.6%m 1371.4# 30 gl Glen 7500 39.6 oz 13g1 C143 C1064 C31 Field Test ASTM Method C138 [1 C173 Other 7 7 7 Laboratory Data Design Strength: 5000 @ 28 days Date Specimens Recd: 6/16/2017 Cyl. Code 58852-1 58852-2 58852-3 58852-4 58852-5 Test Date Field Cure 6/22/17 7/13/17 7/13/17 7/13/17 Age 7 28 28 28 H Dim. Area Wt. Max Load Comp. Strength Set 4x8 4x8 4x8 4x8 4x8 12.50 99170 7930 1 Tested Brk By Typ 2 CD 1 1 1 1 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Results Reviewed By:1 Date: 10-2(,,-1.7 Test Results Codes for Break Types: 2 3 6 Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the diem, and may not be reproduced in any lomat without the widen permission of the client and xlazen d Associates. This report indicates ow inspector'. observation and testing reams based an ale conditions and contractor activities. This information is subject to review prior to anal submetal. By signing this report. Our Inspector does not accept responsibility for validity of results. The sante inlarmationam been prodded by others on site. i1'2LZ2ItTI A s s o c 1 at e s, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/15/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061517-CM -2 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Field Data Other: Cadman Truck # Ticket # Plant No. % Air 54 Site Mix: Slump Mix Air Unit Inch Temp (F) Temp (F) Weight 8:00 284 161498 N/A 6" 64d 58d N/A Location: Remarks: Placement Area Poured east plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6152017CM Inspector : C Monacelli TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. f. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Ozl cwt.) Water Addled On Job Site (Gals.) I/II Design Actual S5C40826 549.5# 104.7# 3/8" 1910# 4.6%m 1371.4# 30.1 gl Glen 7500 40.4 oz 13 C143 C1064 C31 Field Test ASTM Method 7 7 7 C138 ij C173 Other Laboratory Data Design Strength: 5000 @ 28 days Date Specimens Recd: 6/16/2017 Cyl. Code Test Date Field Cure 58851-1 58851-2 58851-3 58851-4 58851-5 6/22/17 7/13/17 7/13/17 7/13/17 Age 7 28 28 28 H Dim. Area Wt. Max Load Comp. Strength 4x8 12.50 90730 7260 4x8 4x8 4x8 4x8 Set 2 2 2 2 2 Tested By CD Brk Typ 1 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER. Remarks: Results Reviewed By:1 ILE Codes for Break Types: 1 Vr217 Date: 3 4 (a u 5 Test Results Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The bdoma1100 provided on this report Is prepared for the exclusive use of Me den1, and may not be reproduced in any tont* without the mitten pennlwbn of the client and Kraian 8 Associates. This report indicates our inspectors observation and testing results paced on site can0bbm and contractor activities. This information Is sailed to review prior to final submittal. By signing this report, our inspector does not accept responvWy ler aridity of results. The same information lies been provided by others on site. r.. IN Mb & ASSOCIATES, INC: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 21, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RE: COMPRESSIVE STRENGTH TEST RESULTS Boeing Plinth Building 9-101— Colum 723, Door S16 9725 E. Marginal Way Tukwila, Washington KA No. 096-17217 Permit No. D17-0063 • ECE Eu JUN 262417 Community Development Dear Mr. Thayer, Enclosed are copies of the compressive strength test results for the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfu ..�� e , ASSOCIA ES, INC. Ryman Project Pacifi o st Division RLM/Ikj CC: CITY-OF_TUKWILA 4303 198th Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 BRK.doc jammiiimma azarl &Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/14/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061417-CM -1 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Field Data Other: X Cadman Plant No. Time Truck # Ticket # % Air 7:10 337 161339 5.8 54 Site Mix: Slump Mix Air Unit Inch Temp (F) Temp (F) Weight 6" 1 64d 55d N/A Location: Remarks: Placement Area Poured west plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6142017CM Inspector: C Monacelli Laboratory Data Design Strength: Cyl. Code 5000 28 days TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (02/cwt.) Water Added On Job Site (Gals.) Design Actual 5LTW976 612# 144# Lt Wt 3/8" 1074# 4.5%m 1206# 34.9g1 Glen 7500 4.9 oz 7.5 oz 5gl C143 C1064 C31 Field Test ASTM Method 7 7 7 C138 lj C173 Other Date Specimens Recd: 6/15/2017 Test Date Field Cure Age Dim. Area Wt. Max Load Comp. Strength 58835-1 58835-2 58835-3 58835-4 58835-5 6/21/17 7/12/17 7/12/17 7/12/17 7 28 28 H H 4x8 4x8 4x8 4x8 4x8 12.56 61620 4910 Set 1 Tested By CD Brk Typ 2 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER _ Concrete Report Remarks: Results Reviewed By: Codes for Break Types: 2 4 Date: LL Offices Serving The Western United States 5 6 Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 Test Results The information proNded on this report ha prepared for the exolushe use of the client. end may net be reproduced in any format edam: the written permasbn of me client and W can a Associates. This report indicates our Inspector's ab:en ation and testing results based on site conditions and contractor ephaties. This information is subject to review poor to feel submittal. By signing thls report, our inspector does not accept responsibility for hardily of results. The same informalbn has been provided by others on alta: .• .411111111 MINIM �iaZ1&Associates, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/14/2017 PROJECT #: 09617217 PROJECT: Boeing 9-101 LOCATION: 9725 E Marginal way KA P.M.: CONCRETE REPORT NO.: 17217CR061417-CM -2 CONTRACTOR: Electro Impact PERMIT #: INSPECTOR: Caren Monacelli JURISDICTION: Seattle WEATHER: Cloudy Concrete: Supplier: Time Field Data Other: X Cadman Truck # Ticket # Plant No. % Air 54 Site Mix: Slump Mix Air Unit Inch Temp (F) Temp (F) Weight 10:20 351 391042 6.1% 6.5" 66d 58d N/A Location: Remarks: Placement Area Poured west plinth for AFP. Automatic Fiber Placement machine. Re -steel conforms to approved plans. Concrete was placed by pump and mech vibrated. Please Refer To Field Repot Number : 09617217DFR6142017CM Inspector : C Monacelli Laboratory Data Design Strength: 5000 @ 28 days TEMP: 56d Reported Batch DATA Cement Type Mix No. Cern. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg., Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent. (Oz/cwt.) Water Added On Job Site (Gals.) Design Actual 5LTW976 609# 142# Lt Wt 3/8" 1088# 4.5%m 1203# 34.9g1 Glen 7500 9.6 8 oz 5g1 Field Test ASTM Method C143 .w% C138 C1064 C17311 C31 7 Other Date Specimens Recd: 6/15/2017 Cyl. Code 58834-1 58834-2 58834-3 58834-4 58834-5 Test Date Field Cure 6/21/17 7/12/17 7/12/17 7/12/17 Age 7 28 28 H H Dim. Area Wt. #. Max Load Comp. Strength 4x8 12.56 45350 3610 Set 2 Tested By CD Brk Typ 2 4x8 4x8 4x8 4x8 Test Method ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C1019 OTHER Remarks: Results Reviewed By: Codes for Break Types:. 5(k Date: .\ 4 5 6 Test Results Concrete Report Offices Serving The Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The infenmellan provided on this report is prepared for the exclusiveueoof to client, and may not be reproduced in any formal without the neaten permission of the acre and leaven B Associates. This r¢Wf indicates our inspector's observation and testing results based an site conditions end contractor wastes. This information Is subject to review pin( to final submittal. By signing this repent. our stspeotor does nen accept responsibility for validity of results. The same Information has been podded by otters on axe. an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RECFA' ED JUN 2 3 2U1( Community Development RE: CONSTRUCTION TESTING AND INSPECTION Boeing Plinth Building 9-101- Colum 723, Door S16 9725 E Marginal Way Tukwila, Washington KA No. 096-17217 Permit No. D17-0063 Dear Mr. Thayer, In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. (1iRyman L. Mercer Project Manager Pacific Northwest Division RLM/Ikj CC: �TY OF TUKWICA' 4303 198"' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 DFR.doc Page 1 of 1 VhIn &Associates,1nc. KraZall. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/15/2017 Field Report NO.: 09617217DFR6152017CM Set Count: CONTRACTOR: Electro Impact PROJECT #: 09617217 PERMIT #: PROJECT: Boeing 9-101 INSPECTOR: Caren Monacelli LOCATION: 9725 E. Marginal Way S. JURISDICTION: Tukwila KA P.M.: WEATHER: Cloudy TEMP: 58d On site as requested for concrete pour. Contractor poured east plinth for AFP - Automatic Fiber Placement machine. Re -steel conforms to approved plans. Refer to CR 09617217CR6152017CM-1 & -2 for concrete sample. Reviewed By: i ASTM Test #: Asset Number(s): ,� To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector dos not accept responsibility for validity of results. The same information has been provided by others on site. ===KCIZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 16, 2017 A 1,.1 1 9 nit Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RE: CONSTRUCTION TESTING AND INSPECTION Boeing Plinth Building 9-101— Colum 723, Door S16 9725 E Marginal Way Tukwila, Washington KA No. 096-17217 Permit No. D 17-0063 Dear Mr. Thayer, In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. % Ryman L. Mercer Project Manager Pacific Northwest Division RLM/Ikj CC: CITY OF TUKWILA 4303 198' Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 DFR.doc Al MOM Page 1 of 1 azan&Associate s, I nc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection DATE: 6/14/2017 Field Report NO.: 09617217DFR6142017CM Set Count: CONTRACTOR: Electro Impact PROJECT #: 09617217 PERMIT #: PROJECT: Boeing 9-101 INSPECTOR: Caren Monacelli LOCATION: 9725 E. Marginal Way S. JURISDICTION: Tukwila KA P.M.: WEATHER: Cloudy TEMP: 58d On site as requested for concrete pour. Contractor poured west plinth for AFP — Automatic Fiber Placement machine. Re -steel conforms to approved plans. Refer to CR 09617217CR61417CM-1 & -2 for concrete sample. Reviewed By: ( I ASTM Test #: Asset Number(s): To the best of my knowledge, e above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission ofthe client and Krazan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. Iffialim. YAM UM al dIMPIE NM YUAN aZa T1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 5, 2017 Mr. Brent Thayer (E -Mail) ELECTROIMPACT, INC. 4413 Chennault Beach Road Mukilteo, WA 98273 RE: CONSTRUCTION TESTING AND INSPECTION Boeing Plinth Building 9-101— Colum 723, Door S16 9725 E Marginal Way Tukwila, Washington Dear Mr. Thayer, Comm `iyev.et KA No. 096-17217 Permit No. D17-0063 In accordance with your request and authorization, our firm performed construction testing and inspection for the above -referenced project. The sampling and testing was performed by our inspectors and reports are included. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Ryman L. Mercer Project Manager Pacific Northwest Division RLM/Ikj CC: CCITYoOF"PUKwICA 4303 198`" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837 With Offices Serving the Western United States 09617217 DFR.doc 11111h MIP911 Page 1 of 1 Kr. aan&Associates, Inc. Geotechnical Engineering • Environmental Engineering Construction Testing and Inspection Field Report NO.: 09617217DFR612017CM DATE: 6/1/2017 Set Count: CONTRACTOR: Electro Impact PROJECT #: 09617217 PERMIT #: PROJECT: Boeing 9-101 INSPECTOR: Caren Monacelli LOCATION: 9725 E. Marginal Way S. JURISDICTION: Tukwila KA P.M.: WEATHER: Cloudy TEMP: 58d On site as requested for re -steel inspection. Re -steel inspection was done on two foundation plinths/wall sections for fiber placement machine. Re -steel conforms to approved shop drawing. Krazan noticed no trim bars around openings along wall sections. Engineer gave contractor a verbal that trim bars are not needed. Plans do not call out for any either. Engineer was on site prior to Krazan and also looked at foundations. Reviewed By: Pa ASTM Test #: Asset Number(s): N..- To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements. Superintendent/Representative: Technician: Offices Serving the Western United States Lynnwood (425) 485-5519 • Poulsbo (360) 598-2126 • Puyallup (253) 939-2500 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraman & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prim to final submittal. By signing this report, our inspector does not accept responsibility for validity of results. The same information has been provided by others on site. EXISTING FOUNDATION 1'-6Y8" 15'-0" 4111 13'-0" 8'-3" 13'-0" 8'-3" 13'-0" 8'-3" 13'-0" 8'-3" 13'-0 15'-0" 2'-5346" 1'-6Ya" 2-8" PLINTH B 0 4'-6" PLINTH A 22.-3" 13'-O" 22'-3" 13'-0" 22'-3" 13'-0' 22'-3" PLAN 131.-11546" EXISTING FOUNDATION 1'-6)6" 15'-0" 13 In 0" t8' 3' 0" 1 8'-3"t 13-0" 8'- 128'-0" 13 -0" 8'-3" d 13'-0" r 15'-0" 2'-5346" 2'- ELEVATION — PLINTH B 131'-116" EXISTING FOUNDATION 2'-5346" 22'-3" 13'-0" 22'-3" -I 13-0"t 128'-0" 0 a 22'-3" 13'-0" 22.-3" ( 1'-6Y8" ELEVATION — PLINTH A A. 5. gL SEif ys. �')TE � TYP} 'T '�'I. '� ! f E...O s. FILE COPY Permit No. Coh-.00(f292 Plan review apr oral i3 subject to errors and omiss ons. Approval of const uoiion documents docs not authorize the violation of any adopted code cr ordinance.. Rece!pt of approved Field Copy and condi io i is acknovvled_god: By:1- �G Date: , ss_) 5 . 2O/ ' City of Tukwila BUILDING DIVISION - SEE ELECTROIMPACT DRAWINGS FOR EMBEDS AT TOP OF PLINTH (TYP.) 4'-6" EXISTING FOUNDATION 2'-8" PLINTH A PLINTH B ,�.,/r R chanicai L` I Eics ncal ,�Plurnbing LB Cas Piping City of Tukwila BUILDING a DIVISION PLINTH SECTION REVISIONS No chances sh,i'I h' made to the scope of work with .; .. p=': r approval of Tukwila Rte° o' n"I Division NOTE: Revisions will require a n^w,v p'en submittal and may include additional plan review fees RECEIVED CITY OF TUKWILA MAR 242017 PERMIT CENTER bioO6 REVIEWED FOR CODE COMPLIANC APPROVED A`PRR042017 City of Tukwila BUILDING DIVISI GENERAL PLAN ELECTROIMPACT INC. 0 z CO CO ZIW WV go O OQ 0 II REVISIONS: APPD. DATE: 2/22/17 DESIGN: JXPE DRAWN: BRIE CHECKED: REVISION PI MBER: OJECT NUMBER: LIM00000007 "AWING FILE: Ef GP-ELMI0007-022.dwg SI EET NO. 1 joy 3 PLINTH A - #8 @ 18" E.F. PLINTH B - #8 W 12" E.F. 1',-6" PLINTH A - #8 @ 18 E.F. 1 -6 PLINTH B - #8 @ 12" E.F. PLINTH A - #8 @ 18" E.F. PLINTH B - #8 @ 12" E.F. (TYP.) SEE NOTE 4 (TYP.) (TYP.) 3'-6" (TYP.) —2'-11" LAP SPLICE (TYP.) 1'-9" LAP SPLICE (TYP.) 0 0_ w P:\E\ELIM00000007\0400CAD\EC\SHEETS\TASK022\EC-GP-ELMI0007 22.dwg, 2/24/2017 3:59:56 PM, drte PLINTH A - #8 @ 18" E.F. PLINTH B - #8 @ 12" E.F. (TYP.) ADD #8 @ 1'-6" MAX. EACH END (TYP.) 3'-6" (TYP.) PLINTH A - #9 @ 12" E.F. PLINTH B - #8 @ 18" E.F. (TYP.) Ni (n 0 0 Z 0_ = z›- w a W ON a_ 1-z a aw J 11 0 Z Z w Q EXISTING FOUNDATION TYPICAL PLINTH — ELEVATION #8 E.F. PLINTH A - #8 @ 18" E.F. PLINTH B - #8 @ 12" E.F. (TYP.) 1'-9"" LAP SPLICE ON #9 (TYP.) HORZ. REINF. SEE ELEVATION SECTION #8 E.F. 1 #5 U LAP WITH HORIZ. REINF. EACH END (TYP.) NOTES: CS/ CO I 1 < m I- I- 1- Z Z Z J J 0_ O #9 (TYP.) HORZ. REINF. SEE ELEVATION PLINTH PLINTH A - #8 @ 18" 0.C. E.F. B - #8 @ 12" 0.C. E.F. (TYP.) 1. USE 5,000 PSI CONCRETE, GR. 60 REINFORCEMENT. 2. MINIMUM CONCRETE COVER 2", MAXIMUM CONCRETE COVER 3". 3. E.F. STANDS FOR EACH FACE 4. SEE ELECTROIMPACT DRAWINGS FOR EMBEDDED REINFORCEMENT CONNECTING TO THE RAIL AT TOP OF THE WALL. 5. FOR 4'-6" WIDE PLINTH, USE 120 PCF LIGHT WEIGHT CONCRETE FOR 2'-8" WIDE PLINTH, USE REGULAR 155 PCF CONCRETE. • SECTION ADD #8 @ 1-6" MAX. SPA. #5 (TYP.) SEE NOTE 4 N a0 J 11 V) #8 (TYP.) APPROVED REVIEWED FO CbDE COMPLIAN �42017 SECTION 4 . sec-. ,1 ko vs per Mc sem 1.A o c„ 1 7o 5 for t rO)c i 4 a c,ke.S/ r K-Fcov- C. '2-14 CO 1"-cX' _dt fry, (cif ) City of Tukwila �I ILDIN OMSK: EXISTING FOUNDATION RECEIVED CITY OF TUKWIL MAR 24 2017 PERMIT CENTE REINFORCEMENT LAYOUT O z_ zO F J oD j m 0J >1.1j J z o J C� m 1- 2 z_ J 0 ELECTROIMPACT INC. REWSIONS: APPD. DATE: 2/24/17 DESIGN: JXPE DRAWN: DRTE CHECKED: REVISION NUMBER: SCALE: PROJECT NUMBER: ELIM00000007 DRAWING FILE: EC-GP-ELMI0007-022.dwg SHEET NO. 2 OF 3 EXISTING FOUNDATION P:\E\ELIM00000007\0400CAD\EC\SHEETS\TASK022\EC-GP-ELMI0007 22.dwg, 2/24/2017 3:56:49 PM, drte I l WELD TO EXIST. EMBEDDED BEAM 2" COVER 4'-6" L #8 REBAR W/ EPDXY EMBED REINFORCEMENT LAYOUT U z_ WW ZW >Q wV DO >en < (A F111ig*04 a REVIEWED FOR COE E COMPLIANC APPROVED APR 0 4 2011 SECTION AT 4'-6" PLINTH CONN C_ TION TO EXISTING EMBEDD BEAM City of Tukwila BUILDING DIVISIO EVISIONS: APPD. RECEIVED CITY OF TUKWILA MAR 2 4 2017 PERMIT CENTER DATE: 2/24/17 DESIGN: JXPE DRAWN: DATE CHECKED: REVISION NUMBER: SCALE: PROJECT NUMBER: ELIM00000007 DRAWING FILE: EC-GP-ELMI0007-022.dwg SHEET NO. 3 OF 3 Boeing Commercial Airplanes PLINTH DESIGN Building 9-101, Tukwila, WA Prepared by: liri Pertold, PE, SE Checked by: Mike Schumann, PE February 21, 2017 I= a n0 DAVID EVANS AND ASSOCIATES INC. 415 118TH AVENUE SE BELLEVUE, WA 98005-3518 Email: jxpe@deainc.com Page 1 of 156 REVIEWED FOR CODE COMPLIANCE APPROVED APR 0 4 2011 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 2 4 2011 PERMIT CENTER rT- 00 b3 TABLE OF CONTENTS DESIGN PHILOSOPHY A NEW PLINTH GEOMETRY AND LOADING B EXISTING FOUNDATIONS GEOMETRY C SAP2000 MODEL GEOMETRY D EXISTING FOUNDATION VERIFICATION E NEW PLINTH DESIGN F SAP2000 ANALYSIS OUTPUT G Page 2 of 156 A. DESIGN PHILOSOPHY Design has been performed per IBC 2012. Finite element method analysis has been performed by a software package SAP2000. Two new concrete plinths will be installed on existing foundation. Existing foundation is supported by existing grade beams and piles. This calculation package covers design of the new plinths as well as verification of the existing foundation for new loads from gravity, machine and seismic Toads. Geotechnical data: Geotechnical report by Kyle R. Campbell, PE dated 7/15/1996 has been used to for foundation capacity check. - Axial Capacity of existing pile is 100 kips. This can be increased to 133 kips for seismic - Lateral capaicty of existing pile is 10 kips Modulus of subgrade reaction at the pile tip is 10,500 pci Frictional coefficient between the foundation and supporting soil is 0.35 - Equivalent fluid pressure is 350 pcf In order to reduce the additional Toad on piles, the 4.5' wide plinth will be constructed from light weight 5,000 psi concrete with a density of 110 pcf. 2'-8" wide plinth will be constructed from normal weight 5,000 psi concrete. In summary, existing foundation is satisfactory for supporting new plinths with new machine. Plinth design 4.5' wide plinth resists all lateral load from the machine. 2'-8" wide plinth only resists vertical and longitudinal loads. Machine has been modeled as a rigid element to unalble correct distribution of the loads on the plinths. Conclusion For plinth reinforcement, see strucutral drawings attached to section B. Existing foundation can support two new plinths and does not need to be strengthened. Any saw cuts in existing foundation must be repaired. Repair of the foundation saw cuts is not part of this calculation package. Page 3 of 156 Seismic loading 91129/2016 1Design Maps Summary Report leg usGs Design Maps Summary Report User -Specified Input Report Tide Building Code Reference Document Site Coordinates Site Soil Classification Risk Category Boeing building 9-101, Tukwila Thu September 29, 2016 18:40:24 UTC 2012/2015 International Building Code (which utilizes USES hazard data available in 2006) 47.51493°N, 122.29546°W Site Class 0 - "Stiff Soil" I/I1 /III USGS-Provided Output SS= 1.'514g S1= 0.573 g SMa= 1.514g SMS = 0.859 g 5°s = 1,009 g S°3 = 0.573 g For Information on how the SS and SI values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHi2P" building code reference document. 0' i0 1.76 1.60 1.44 1.29 1.12 0.96 0.90 0.64 0.49 0.2 0.14 0.00 0.00 MCER Response Spectrum 0. 0.40 0.60 0.90 1.00 1.20 1.10 1.60 1.90 2.00 Period, T (sec) 1.10 0.99 0.90 0.77 0.66 0.55 0.44 0,22 0.22 0.11 0.00 0.00 Page 4 of 156 Design Response Spectrum 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 Period, T (sec) 2.00 B. NEW PLINTH GEOMETRY AND LOADING .o-azL .0-.93L tb ui W ;t v msst. Page 5 of 156 1 991. JO 9 a6ed NORTH +X Y 8.5 i . 22.0 1 f 1 22.0 li DETAIL B SCALE 1 : 20 I0,000 LBF COMPRESSION 10,000 LBF COMPRESSION 14,000 LBF TENSION 14,000 LBF TENSION //,/10,000 LBF COMPRESSION 7/ 10,000 LBF COMPRESSION REVISIONS iLIST' ONLY ALPHABETICAL RPS. PRODtCE1ON IGNORE NUMERIC REVISIONS.) REV. DESCROMON DALE ENGR 4.3 ROO. end al tNxelbL,,1pe,..enle 1}!19/2516 kM1i Load Case: Bed Stud - Stress Evaluation Critera: No permanant yielding of foundation, embedments, or rebar. This load case is for sizing the rebar connecting the embedment bars to the plinths (Stress). Jacking studs are welded to the plinth top embedments to support the machine beds. The machine bed aligngment process may put tendon or compression loads into the embedments. Use this load pattern everywhere along X (both plinths) to evaluate the strength of the embedments, rebar, and foundation. E ECTROIMPQCTir . 7765,488 Ir LIS ce (OZIMSS 4 .1.511•6ona 000 MAW 3. 3999 4014245104 Mal UNLESS OTHERWISE NO1E0 0.060 D a5a 1.015 0.05E 'n 916P2 ;/- Plinths - Master and Subordinate - ex.Nwc Na Design Load Cases 3999-26-0002 =VAEDC-ES.505-535 RADIUS 0035 A.2 Nam rnr.itw.i Nuxa rarwN,r ♦. This side of the machine supports X, Y, and Z loads NORTH +Y +X Machine Bed 19.5 LB/in I 120 7 50,000 LB Machine Weight Machine Footprint To be evaluated at center and ends of plinths Machine Bed 19.5 LB/in This side of the machine has bearings in the Y direction. It only supports loads in the X and i directions REVISIONS (LIST WAY e4IPMABEIICA&REVS. PRODIICISON If1/ORE *JM IM Load Case: Seismic - Stress Evaluation Critera: No permanant yielding of foundation, embedments, c rebar. ELECThOIMPACT n. nlco.».rein su t.sri'sse m �o�tnss1 Ill id 77651 BB L85 INCH cry .DN 1.050 U.Ot! LM1RS Mar - /O\ LJ We NOIED BAMX 1LLEI5A5Yn001 65 „4.3999 ul Plinths - Master and Subordinate - Design Load Cases IT 05.50003500. P 3999-26-0002 , A.2 C. EXISTING FOUNDATIONS GEOMETRY EXISTING SLAB _t I- R AT ION 6' MACHINE FOUNDATION - PILING PLAN II -5'-7 Y/4 I6I-101 18'-10u 4 Q 4..W6.25 . MACHINE FOUND ct. 4WGx25- r PILES/ S - -1 't r_ -J, Ii i to 1 .1.- -.1 Ti- I 1 I I I r K 1r 534^i If tL� � ti _� _- _moi _ I __1_L i__ J I I r r r, J_ rQ Li"- ,� 1 ft. i I 1 I t- 4 I - _ _?_L - 1 i_t i 11 _J. 1.174 - i2• I I I I 1 i i 1 1 f_I r I 1 1 i G r 1 1 I 1 ) _. d�1 a = - 1 I -. I 7 I I I 1:' t_, ,,, I I ,' L _ -_L_----- I I I f 1 =1 I 'n.l IV - T I I 1 I 1 4 . T{ I I I --- r- , - I) ----T------- ry I I I -i 0 t -T— I I 1 iiii: it (t ;___ r I 1 1 t 1 1 ---- i 1 I Iyl 0 I - 4 11-61--) 49' 91- I' r 91I 11i , (nI 9I t^ I. AT ION 6' MACHINE FOUNDATION - PILING PLAN II -5'-7 Y/4 _ 2'-Q' 14161/4n 14 61/4'14°t It 5�/4+ 4..W6.25 11- -.— etMACHINEFOUNDATION 4WGx25- r `� S - -1 I I I .1.- -.1 Ti- I 1 1i=moi T 8 I K 1r 534^i If tL� � ti _� _- _moi _ I i_ r M I - ` _L r 1 L I_ I I i _L r I I 1 1 i 1 __1_L i__ J I I r r r, J_ rQ Li"- ,� __ = C. __ = __• 1 f,. QF 1i W 1 to 1 i 1 WM UN Opp D 3W t N Q A ^A OI d r° N I_ 1 a - toi iI _ _?_L - r C -r I t I -J L:- r - -"Tt- I _J. 3l '4 i I I 1 �< --: G r = - 1 I -. I N nd L _ -_L_----- -..1_`_ - Page 8 of 156 '4 NOTES • FoR LOCATION of hEE DW61'S 5-31 • MAcMIuh FOUNQATION Tt MACHINE FOUNDATION - FLOOR PLAN Existing Grade beams: zz � Page 9 of 156 0 0 Existing piles: 'Tota' or' FIN. FLoot. $ FoUM7ATIon1 et-E.V. 13- cv ir— ill Page 10 of 156 D. SAP2000 MODEL GEOMETRY Page 11 of 156 E. EXISTING FOUNDATION VERIFICATION Page 12 of 156 DEA Date: 2/21/2017 Time: 2:56 PM File: calcs.xls Job No. Client Project Engineer Sheet No. Revision TO 22 Electroimpact Plinth at Boeing Jiri Pertold DESIGN BASE SHEAR, Static load procedure Building code: IBC2012 and ASCE7-10 Location: Boeing building 9-101 annex, Tukwila, WA Building and site parameters W Seismic use group Seismic importance factor IE Site class Ss Si Fa F„ SMs FaSs SM1=FVS1 Sps 2/3SMs SD7=2/3SM1 Site coef. Site coef. = 1.514 = 0.573 = 1*1.514 = 1.5*0.573 = 2/3*1.514 = 2/3*0.859 Seismic design category based on SDS Seismic design category based on SD1 Longitudinal direction: T R no co CSSD1 IE /RT Cs,mas Sos IE /R Cs,min=0.044Sos IE For seismic design category E & F only: = 0.5*0.573*1/1 = 0.573*1/1/0.28 = 1.009*1/1 = 0.044*1.009*1 Cs,min=0.5S1 IE /R Cs ... controlling value Acceleration input for SAP V=CSW Transverse direction: T R Cd CS SD1 IE /RT Cs,mas SDS IE /R Cs,min 0.044Sos IE For seismic design category Cs,min=0.5S1 IE /R Cs ... controlling value V=CsW = 1.009*32.174 = 0.573*1/1/0.28 = 1.009*1/1 = 0.044*2.046*0.28 E & F only: = 0.5*0.573*1/1 Page 13 of 156 1.000 kips 1.000 D 1.514 0.573 1.000 1.500 1.514 0.860 1.009 0.573 C C 0.280 1.00 2.00 1.00 2.046 1.009 0.044 0.287 1.009 32.474 1.009 9 9 9 9 9 9 9 ft/s2 kips Not provided, assumed from SAP model 0.280 s from SAP model 1.0 2.0 1.0 2.046 1.009 0.025 0.287 1.009 1.009 kips DEA Date: 2/14/2017 Time: 4:52 PM File: calcs.xls Job No. TO 22 Client Electroimpact Project : Plinth at Boeing Engineer : Jiri Pertold Sheet No. : Revision : MODULUS OF SUBGRADE REACTION Building code: IBC2012 and ASCE7-10 Location: Boeing building 9-101 annex, Tukwila, WA Per geotechnical report page 10: Vertical ridigity Modulus of subgrade reaction at pile tip 10500 pci Pile diameter 18.000 in Pile cross section area = PIO*18^2/4 254.5 in2 Pile tip rigitidy = 254.469*10500/1000 2672 kip/in For ena;f iing deflection due to movement of the fiber placement equipment across the r echfleped, a Modulus of subgrade action of ten thousand five hundred (10,500) pci can,tie Used for the dense send at,Oe dile tip., Skin friction Estimate pile skin friction to be 50% of the pile tip resistance. Skin resistance only applies to the machine load. It doesn't apply to the seismic loading. Skin resistance will only be used for calculating pile ridigity, not for pile capacity Pile skin rigitidy = 2671.925*0.5 1336 kip/in Lateral ridigity Pile lateral capacity Pile deflection at 10 kips Pile lateral rigitidy = 10/0.5 10 kips 0.500 in 20.0 kip/in terai Resistance Laterad pile capacity fs Qenefl liy governed by deflections at=1<he top of the pile which is dependent on the pile stiffness with respect to the surrot.s,'dlrig soli conditions in the upper portion of the pile, the pile length and degree of fjxli at the top of the pile. In our opinion, aiateral pile capacity of ten- (10) kips .may biikiised for design. Given a ten (10) kip lateral load, maximum pile deflections ere estimated to be one-half inch. Please refer to the pile deflection end moment data, contained on Plate 4 which may be used for pile structural fernforcement design. Based on our review of the pile defiectl,ori-data, we estimateW-minimum tags depth of twentif, (20) feet below top of pile. tb,`�: Page 14 of 156 Date: 2/14/2017 Time: 4:52 PM File: calcs.xls Friction capacity under slab for lateral Toads Friction coefficient from geotech report 0.35 Total DL SW 4184 kips Piles SW = 60*34.667*254.469/144*0.15 551.4 kips pile length = 38-3.333 34.7 ft pile cross section area 254 in2 no. of piles 60 in3 ' Total DL above slab = 4184-551.355 3633 kips Total lateral slab capacity = 3632.645*0.35 1271 kips ; Slab lateral capacity is much larger that machine acceleration. Consider slab fixed for the acceleration loads. Latereloads 'f coeds can also be resisted_by i -O between the base of the ►e` a3a�r�e ped snd th® supporm-ting-soll, and by pa ss ve soii�'-;pgessur acting -on -the -face -of tbe'ied-portion of the achine pad. For the latter, the=f. ndation must be poured'neet" against the competent native soils or backfilled with Itructural 1111, For cfilctional capacity: a -coefficient of :-35D can_ be -used> For passive earth pressure, the available resistance can be computed using an equivalent -fluid pressure -of-three-hundretiliftyi350) 1pcf, These lateral resistance values are allowable values, a factor -of -safety _oft 5. has Seen cifded. As movement of the foundation element Is required to moblli2e full passive resistance, the passive resistance should be neglected if such movement is not acceptable. PILE VERTICAL RESISTANCE The a4igei'cast piles should be founded in the dense sand underlying the site. With a pile tip eievatio t of =1 -5 -feet, the piles rgpy be designed for en allowable-axial-capecity of fifty (1501 tons,and a uplift c pati ti re 5rters These capacities may be Increased by Cdhe-thtrdfor short-terra_sellsrni_o-.1'oading-cortdi#�i�ns. No red tion in pile capacity is required if the piles are instaitod"on a center -to -center spacing ofathree-pile-diameters. Page 15 of 156 DEA Date: 2/14/2017 Time: 4:54 PM File: calcs.xls , Job No. Job No. : TO 22 Client Client Electroimpact Project Project . Plinth at Boeing Engineer Engineer : Jiri Pertold Sheet No. Sheet No.: Revision Revision : PILE REACTIONS from Self weight Max -28 0 1 0 7 2 Min -94 0 -1 0 -9 -2 Maximum reaction in table above is smaller than 100 kips capacity of an existing pile ---> OK TABLE: ement;ForcesjFrames CaseType P V2 V3 T M2 M3 :rameElen ElemStation Frame Station OutputCase Text ft Text Text Kip Kip Kip Kip -ft Kip -ft Kip -ft Text ft 1 0 DL SW LinStatic -80 0 -1 0 -9 1 1-1 0 1 1.1875 DL SW LinStatic -81 0 -1 0 -8 1 1-1 1.1875 1 2.375 DL SW LinStatic -81 0 -1 0 -6 1 1-1 2.375 1 3.5625 DL SW LinStatic -81 0 -1 0 -5 1 1-1 3.5625 1 4.75 DL SW LinStatic -82 0 -1 0 -3 0 1-1 4.75 1 5.9375 DL SW LinStatic -82 0 -1 0 -2 0 1-1 5.9375 1 7.125 DL SW LinStatic -82 0 -1 0 -1 0 1-1 7.125 1 8.3125 DL SW LinStatic -82 0 -1 0 1 0 1-1 8.3125 1 9.5 DL SW LinStatic -83 0 -1 0 2 0 1-1 9.5 3 0 DL SW LinStatic -85 0 -1 0 -9 0 3-1 0 3 1.1875 DL SW LinStatic -86 0 -1 0 -7 0 3-1 1.1875 3 2.375 DL SW LinStatic -86 0 -1 0 -6 0 3-1 2.375 3 3.5625 DL SW LinStatic -86 0 -1 0 -5 0 3-1 3.5625 3 4.75 DL SW LinStatic -87 0 -1 0 -3 0 3-1 4.75 3 5.9375 DL SW LinStatic -87 0 -1 0 -2 0 3-1 5.9375 3 7.125 DL SW LinStatic -87 0 -1 0 -1 0 3-1 7.125 3 8.3125 DL SW LinStatic -88 0 -1 0 1 0 3-1 8.3125 3 9.5 DL SW LinStatic -88 0 -1 0 2 0 3-1 9.5 5 0 DL SW LinStatic -82 0 -1 0 -8 1 5-1 0 5 1.1875 DL SW LinStatic -82 0 -1 0 -7 0 5-1 1.1875 5 2.375 DL SW LinStatic -82 0 -1 0 -5 0 5-1 2.375 5 3.5625 DL SW LinStatic -83 0 -1 0 -4 0 5-1 3.5625 5 4.75 DL SW LinStatic -83 0 -1 0 -3 0 5-1 4.75 5 5.9375 DL SW LinStatic -83 0 -1 0 -2 0 5-1 5.9375 5 7.125 DL SW LinStatic -84 0 -1 0 0 0 5-1 7.125 5 8.3125 DL SW LinStatic -84 0 -1 0 1 0 5-1 8.3125 5 9.5 DL SW LinStatic -84 0 -1 0 2 0 5-1 9.5 7 0 DL SW LinStatic -81 0 -1 0 -9 -1 7-1 0 7 1.1875 DL SW LinStatic -81 0 -1 0 -8 -1 7-1 1.1875 7 2.375 DL SW LinStatic -81 0 -1 0 -6 -1 7-1 2.375 7 3.5625 DL SW LinStatic -82 0 -1 0 -5 -1 7-1 3.5625 7 4.75 DL SW LinStatic -82 0 -1 0 -3 0 7-1 4.75 7 5.9375 DL SW LinStatic -82 0 -1 0 -2 0 7-1 5.9375 7 7.125 DL SW LinStatic -83 0 -1 0 -1 0 7-1 7.125 7 8.3125 DL SW LinStatic -83 0 -1 0 1 0 7-1 8.3125 7 9.5 DL SW LinStatic -83 0 -1 0 2 0 7-1 9.5 9 0 DL SW LinStatic -57 0 -1 0 -8 -2 9-1 0 9 1.1875 DL SW LinStatic -58 0 -1 0 -7 -1 9-1 1.1875 9 2.375 DL SW LinStatic -58 0 -1 0 -5 -1 9-1 2.375 9 3.5625 DL SW LinStatic -58 0 -1 0 -4 -1 9-1 3.5625 9 4.75 DL SW LinStatic -59 0 -1 0 -3 -1 9-1 4.75 9 5.9375 DL SW LinStatic -59 0 -1 0 -2 0 9-1 5.9375 9 7.125 DL SW LinStatic -59 0 -1 0 0 0 9-1 7.125 9 8.3125 DL SW LinStatic -59 0 -1 0 1 0 9-1 8.3125 9 9.5 DL SW LinStatic -60 0 -1 0 2 0 9-1 9.5 11 0 DL SW LinStatic -57 0 -1 0 -8 2 11-1 0 11 1.1875 DL SW LinStatic -57 0 -1 0 -7 1 11-1 1.1875 11 2.375 DL SW LinStatic -58 0 -1 0 -5 1 11-1 2.375 11 3.5625 DL SW LinStatic -58 0 -1 0 -4 1 11-1 3.5625 11 4.75 DL SW LinStatic -58 0 -1 0 -3 1 11-1 4.75 11 5.9375 DL SW LinStatic -58 0 -1 0 -2 0 11-1 5.9375 11 7.125 DL SW LinStatic -59 0 -1 0 0 0 11-1 7.125 11 8.3125 DL SW LinStatic -59 0 -1 0 1 0 11-1 8.3125 11 9.5 DL SW LinStatic -59 0 -1 0 2 0 11-1 9.5 14 0 DL SW LinStatic -30 0 0 0 -3 2 14-1 0 14 1.1875 DL SW LinStatic -30 0 0 0 -2 2 14-1 1.1875 14 2.375 DL SW LinStatic -30 0 0 0 -2 1 14-1 2.375 14 3.5625 DL SW LinStatic Page 16v 156 0 0 0 -1 1 14-1 3.5625 14 4.75 DL SW LinStatic -31 0 0 0 -1 1 14-1 4.75 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 14 5.9375 DL SW LinStatic -31 0 0 0 -1 0 14-1 5.9375 14 7.125 DL SW LinStatic -32 0 0 0 0 0 14-1 7.125 14 8.3125 DL SW LinStatic -32 0 0 0 0 0 14-1 8.3125 14 9.5 DL SW LinStatic -32 0 0 0 1 0 14-1 9.5 18 0 DL SW LinStatic -30 0 0 0 -3 -2 18-1 0 18 1.1875 DL SW LinStatic -30 0 0 0 -2 -2 18-1 1.1875 18 2.375 DL SW LinStatic -30 0 0 0 -2 -1 18-1 2.375 18 3.5625 DL SW LinStatic -31 0 0 0 -1 -1 18-1 3.5625 18 4.75 DL SW LinStatic -31 0 0 0 -1 -1 18-1 4.75 18 5.9375 DL SW LinStatic -31 0 0 0 -1 0 18-1 5.9375 18 7.125 DL SW LinStatic -32 0 0 0 0 0 18-1 7.125 18 8.3125 DL SW LinStatic -32 0 0 0 0 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2/14/2017 Time: 4:54 PM File: calcs.xls 227 2.375 DL SW LinStatic -54 0 1 0 4 0 227-1 2.375 227 3.5625 DL SW LinStatic -54 0 1 0 3 0 227-1 3.5625 227 4.75 DL SW LinStatic -54 0 1 0 2 0 227-1 4.75 227 5.9375 DL SW LinStatic -55 0 1 0 1 0 227-1 5.9375 227 7.125 DL SW LinStatic -55 0 1 0 0 0 227-1 7.125 227 8.3125 DL SW LinStatic -55 0 1 0 0 0 227-1 8.3125 227 9.5 DL SW LinStatic -56 0 1 0 -1 0 227-1 9.5 Page 23 of 156 DEA Date: 2/14/2017 Time: 4:53 PM File: calcs.xls Job No. Job No. TO 22 Client Client Electroimpact Project Project Plinth at Boeing Engineer Engineer Jiri Pertold Sheet No. Sheet No. Revision Revision PILE REACTIONS From vertical ASD combination Max -28 0 1 0 8 2 Min -98 0 0 -10 -2 Maximum reaction in table above is smaller than 100 kips capaciy of an existing pile --> OK ABLE: Element Forces - Frames Frame Station OutputCase CaseType StepType P V2 V3 T M2 M3 FrameElem Elemstati on Text ft Text Text Text Kip Kip Kip Kip -ft Kip -ft Kip -ft Text ft 1 0 ENV ASO gravity Combinatio Max -80 0 -1 0 -9 1 1-1 0 1 1.1875 ENV ASD gravity Combinatio Max -81 0 -1 0 -8 1 1-1 1.1875 1 2.375 ENV ASD gravity Combinatio Max -81 0 -1 0 -6 1 1-1 2.375 1 3.5625 ENV ASD gravity Combinatio Max -81 0 -1 0 -5 1 1-1 3.5625 1 4.75 ENV ASD gravity Combinatio Max -82 0 -1 0 -3 0 1-1 4.75 1 5.9375 ENV ASD gravity Combinatio Max -82 0 -1 0 -2 0 1-1 5.9375 1 7.125 ENV ASD gravity Combinatio Max -82 0 -1 0 -1 0 1-1 7.125 1 8.3125 ENV ASD gravity Combinatio Max -82 0 -1 0 1 0 1-1 8.3125 1 9.5 ENV ASD gravity Combinatia Max -83 0 -1 0 3 0 1-1 9.5 1 0 ENV ASD gravity Combinatia Min -88 0 -1 0 -10 1 1-1 0 1 1.1875 ENV ASO gravity Combinatio Min -88 0 -1 0 -8 1 1-1 1.1875 1 2.375 ENV ASD gravity Combinatio Min -89 0 -1 0 -7 1 1-1 2.375 1 3.5625 ENV ASD gravity Combinatic Min -89 0 -1 0 -5 1 1-1 3.5625 1 4.75 ENV ASD gravity Combinatic Min -89 0 -1 0 -4 0 1-1 4.75 1 5.9375 ENV ASD gravity Combinatic Min -90 0 -1 0 -2 0 1-1 5.9375 1 7.125 ENV ASD gravity Combinatio Min -90 0 -1 0 -1 0 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2.375 ENV ASD gravity Combinatia Min -86 0 -1 0 -6 0 5-1 2.375 5 3.5625 ENV ASD gravity Combinatia Min -87 0 -1 0 -5 0 5-1 3.5625 5 4.75 ENV ASD gravity Combinatio Min -87 0 -1 0 -3 0 5-1 4.75 5 5.9375 ENV ASD gravity Combinatio Min -87 0 -1 0 -2 0 5-1 5.9375 5 7.125 ENV ASD gravity Combinatio Min -88 0 -1 0 -1 0 5-1 7.125 5 8.3125 ENV ASD gravity Combinatio Min page 74 nt8i9 'i 0 -1 0 1 0 5-1 8.3125 5 9.5 ENV ASD gravity Combinatic Min -88 0 -1 0 2 0 5-1 9.5 Date: 2/14/2017 Time: 4:53 PM File: calcs.xls 7 0 ENV ASD gravity Combinatia Max -81 0 -1 0 -9 -1 7-1 0 7 1.1875 ENV ASD gravity Combinatia Max -81 0 -1 0 -8 -1 7-1 1.1875 7 2.375 ENV ASD gravity Combinatio Max -81 0 -1 0 -6 -1 7-1 2.375 7 3.5625 ENV ASD gravity Combinatio Max -82 0 -1 0 -5 -1 7-1 3.5625 7 4.75 ENV ASD gravity Combinatio Max -82 0 -1 0 -3 0 7-1 4.75 7 5.9375 ENV ASD gravity Combinatio Max -82 0 -1 0 -2 0 7-1 5.9375 7 7.125 ENV ASD gravity Combinatia Max -83 0 -1 0 -1 0 7-1 7.125 7 8.3125 ENV ASD gravity Combinatio 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7.125 ENV ASD gravity Combinatio Max -30 0 0 0 0 0 24-1 7.125 24 8.3125 ENV ASD gravity Combinatio Max -30 0 0 0 0 0 24-1 8.3125 24 9.5 ENV ASD gravity Combinatia Max -30 0 0 0 0 0 24-1 9.5 24 0 ENV ASD gravity Combinatio Min -29 0 0 0 2 2 24-1 0 24 1.1875 ENV ASD gravity Combinatio Min -29 0 0 0 1 1 24-1 1.1875 24 2.375 ENV ASD gravity Combinatio Min -30 0 0 0 1 1 24-1 2.375 24 3.5625 ENV ASD gravity Combinatia Min -30 0 0 0 1 1 24-1 3.5625 24 4.75 ENV ASD gravity Combinatio Min -30 0 0 0 1 1 24-1 4.75 24 5.9375 ENV ASD gravity Combinatia Min -30 0 0 0 0 0 24-1 5.9375 24 7.125 ENV ASD gravity Combinatio Min -31 0 0 0 0 0 24-1 7.125 24 8.3125 ENV ASD gravity Combinatio Min -31 0 0 0 0 0 24-1 8.3125 24 9.5 ENV ASD gravity Combinatio Min -31 0 0 0 -1 0 24-1 9.5 29 0 ENV ASD gravity Combinatia Max -48 0 1 0 7 1 29-1 0 29 1.1875 ENV ASD gravity Combinatio Max -48 0 1 0 6 1 29-1 1.1875 29 2.375 ENV ASD gravity Combinatio Max -49 0 1 0 5 1 29-1 2.375 29 3.5625 ENV ASO gravity Combinatio Max 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203-1 8.3125 203 9.5 ENV ASD gravity Combinatia Min -39 0 0 0 0 0 203-1 9.5 205 0 ENV ASD gravity Combinatio Max -36 0 0 0 2 0 205-1 0 205 1.1875 ENV ASD gravity Combinatic Max -37 0 0 0 2 0 205-1 1.1875 205 2.375 ENV ASD gravity Combinatia Max -37 0 0 0 1 0 205-1 2.375 205 3.5625 ENV ASD gravity Combinatia Max -37 0 0 0 1 0 205-1 3.5625 205 4.75 ENV ASD gravity Combinatio Max -38 0 0 0 1 0 205-1 4.75 205 5.9375 ENV ASD gravity Combinatia Max Payc 30 0114890 0 0 0 0 0 205-1 5.9375 Date: 2/14/2017 Time: 4:53 PM File: calcs.xls 205 7.125 ENV ASD gravity Combinatia Max -38 0 0 0 0 0 205-1 7.125 205 8.3125 ENV ASD gravity Combinatic Max -39 0 0 0 0 0 205-1 8.3125 205 9.5 ENV ASD gravity Combinatio Max -39 0 0 0 0 0 205-1 9.5 205 0 ENV ASD gravity Combinatio Min -36 0 0 0 2 0 205-1 0 205 1.1875 ENV ASD gravity Combinatio Min -37 0 0 0 1 0 205-1 1.1875 205 2.375 ENV ASD gravity Combinatio Min -37 0 0 0 1 0 205-1 2.375 205 3.5625 ENV ASD gravity Combinatia Min -37 0 0 0 1 0 205-1 3.5625 205 4.75 ENV ASD gravity Combinatia Min -38 0 0 0 1 0 205-1 4.75 205 5.9375 ENV ASD gravity Combinatia Min -38 0 0 0 0 0 205-1 5.9375 205 7.125 ENV ASD gravity Combinatio Min -38 0 0 0 0 0 205-1 7.125 205 8.3125 ENV ASD gravity Combinatio Min -39 0 0 0 0 0 205-1 8.3125 205 9.5 ENV ASD gravity Combinatio Min -39 0 0 0 0 0 205-1 9.5 207 0 ENV ASD gravity Combinatio Max -35 0 0 0 2 0 207-1 0 207 1.1875 ENV ASD gravity Combinatio Max -35 0 0 0 2 0 207-1 1.1875 207 2.375 ENV ASD gravity Combinatio Max -35 0 0 0 1 0 207-1 2.375 207 3.5625 ENV ASD gravity Combinatio Max -36 0 0 0 1 0 207-1 3.5625 207 4.75 ENV ASD gravity Combinatio Max -36 0 0 0 1 0 207-1 4.75 207 5.9375 ENV ASD gravity Combinatio Max -36 0 0 0 0 0 207-1 5.9375 207 7.125 ENV ASD gravity Combinatio Max -37 0 0 0 0 0 207-1 7.125 207 8.3125 ENV ASD gravity Combinatio Max -37 0 0 0 0 0 207-1 8.3125 207 9.5 ENV ASD gravity Combinatio Max -37 0 0 0 0 0 207-1 9.5 207 0 ENV ASD gravity Combinatio Min -35 0 0 0 2 0 207-1 0 207 1.1875 ENV ASD gravity Combinatio Min -36 0 0 0 1 0 207-1 1.1875 207 2.375 ENV ASD gravity Combinatio Min -36 0 0 0 1 0 207-1 2.375 207 3.5625 ENV ASD gravity Combinatia Min -36 0 0 0 1 0 207-1 3.5625 207 4.75 ENV ASD gravity Combinatio Min -36 0 0 0 1 0 207-1 4.75 207 5.9375 ENV ASD gravity Combinatic Min -37 0 0 0 0 0 207-1 5.9375 207 7.125 ENV ASD gravity Combinatio Min -37 0 0 0 0 0 207-1 7.125 207 8.3125 ENV ASD gravity Combinatia Min -37 0 0 0 0 0 207-1 8.3125 207 9.5 ENV ASD gravity Combinatio Min -38 0 0 0 0 0 207-1 9.5 209 0 ENV ASD gravity Combinatio Max -53 0 1 0 6 0 209-1 0 209 1.1875 ENV ASD gravity Combinatio Max -53 0 1 0 5 0 209-1 1.1875 209 2.375 ENV ASD gravity Combinatio Max -54 0 1 0 4 0 209-1 2.375 209 3.5625 ENV ASD gravity Combinatio Max -54 0 1 0 3 0 209-1 3.5625 209 4.75 ENV ASD gravity Combinatio Max -54 0 1 0 2 0 209-1 4.75 209 5.9375 ENV ASD gravity Combinatic Max -55 0 1 0 1 0 209-1 5.9375 209 7.125 ENV ASD gravity Combinatio Max -55 0 1 0 0 0 209-1 7.125 209 8.3125 ENV ASD gravity Combinatio Max -55 0 1 0 0 0 209-1 8.3125 209 9.5 ENV ASD gravity Combinatio Max -56 0 1 0 -1 0 209-1 9.5 209 0 ENV ASD gravity Combinatio Min -56 0 1 0 5 0 209-1 0 209 1.1875 ENV ASD gravity Combinatio Min -57 0 1 0 4 0 209-1 1.1875 209 2.375 ENV ASD gravity Combinatio Min -57 0 1 0 4 0 209-1 2.375 209 3.5625 ENV ASD gravity Combinatio Min -57 0 1 0 3 0 209-1 3.5625 209 4.75 ENV ASD gravity Combinatio Min -58 0 1 0 2 0 209-1 4.75 209 5.9375 ENV ASD gravity Combinatio Min -58 0 1 0 1 0 209-1 5.9375 209 7.125 ENV ASD gravity Combinatio Min -58 0 1 0 0 0 209-1 7.125 209 8.3125 ENV ASD gravity Combinatio Min -59 0 1 0 -1 0 209-1 8.3125 209 9.5 ENV ASD gravity Combinatio Min -59 0 1 0 -2 0 209-1 9.5 211 0 ENV ASO gravity Combinatio Max -56 0 1 0 6 0 211-1 0 211 1.1875 ENV ASD gravity Combinatio Max -56 0 1 0 5 0 211-1 1.1875 211 2.375 ENV ASD gravity Combinatio Max -57 0 1 0 4 0 211-1 2.375 211 3.5625 ENV ASD gravity Combinatic Max -57 0 1 0 3 0 211-1 3.5625 211 4.75 ENV ASD gravity Combinatio Max -57 0 1 0 2 0 211-1 4.75 211 5.9375 ENV ASD gravity Combinatio Max -58 0 1 0 1 0 211-1 5.9375 211 7.125 ENV ASD gravity Combinatia Max -58 0 1 0 0 0 211-1 7.125 211 8.3125 ENV ASD gravity Combinatio Max -58 0 1 0 -1 0 211-1 8.3125 211 9.5 ENV ASD gravity Combinatio Max -58 0 1 0 -1 0 211-1 9.5 211 0 ENV ASD gravity Combinatio Min -58 0 1 0 5 0 211-1 0 211 1.1875 ENV ASD gravity Combinatio Min -58 0 1 0 5 0 211-1 1.1875 211 2.375 ENV ASD gravity Combinatio Min -59 0 1 0 4 0 211-1 2.375 211 3.5625 ENV ASD gravity Combinatio Min -59 0 1 0 3 0 211-1 3.5625 211 4.75 ENV ASD gravity Combinatio Min -59 0 1 0 2 0 211-1 4.75 211 5.9375 ENV ASD gravity Combinatio Min -60 0 1 0 1 0 211-1 5.9375 211 7.125 ENV ASD gravity Combinatio Min -60 0 1 0 0 0 211-1 7.125 211 8.3125 ENV ASD gravity Combinatic Min -60 0 1 0 -1 0 211-1 8.3125 211 9.5 ENV ASD gravity Combinatio Min -61 0 1 0 -2 0 211-1 9.5 213 0 ENV ASD gravity Combinatio Max -55 0 1 0 6 0 213-1 0 213 1.1875 ENV ASD gravity Combinatio Max -55 0 1 0 5 0 213-1 1.1875 213 2.375 ENV ASD gravity Combinatio Max -55 0 1 0 4 0 213-1 2.375 213 3.5625 ENV ASD gravity Combinatio Max -56 0 1 0 3 0 213-1 3.5625 213 4.75 ENV ASD gravity Combinatio Max Page 37 Or5]63& 0 1 0 2 0 213-1 4.75 Date: 2/14/2017 Time: 4:53 PM File: calcs.xls 213 5.9375 ENV ASD gravity Combinatio Max -56 0 1 0 1 0 213-1 5.9375 213 7.125 ENV ASD gravity Combinatio Max -57 0 1 0 0 0 213-1 7.125 213 8.3125 ENV ASD gravity Combinatio Max -57 0 1 0 0 0 213-1 8.3125 213 9.5 ENV ASD gravity Combinatia Max -57 0 1 0 -1 0 213-1 9.5 213 0 ENV ASD gravity Combinatio Min -57 0 1 0 5 0 213-1 0 213 1.1875 ENV ASD gravity Combinatio Min -57 0 1 0 4 0 213-1 1.1875 213 2.375 ENV ASD gravity Combinatio Min -57 0 1 0 3 0 213-1 2.375 213 3.5625 ENV ASD gravity Combinatio Min -57 0 1 0 3 0 213-1 3.5625 213 4.75 ENV ASD gravity Combinatio Min -58 0 1 0 2 0 213-1 4.75 213 5.9375 ENV ASD gravity Combinatio Min -58 0 1 0 1 0 213-1 5.9375 213 7.125 ENV ASO gravity Combinatio Min -58 0 1 0 0 0 213-1 7.125 213 8.3125 ENV ASD gravity Combinatio Min -59 0 1 0 -1 0 213-1 8.3125 213 9.5 ENV ASD gravity Combinatio Min -59 0 1 0 -1 0 213-1 9.5 215 0 ENV ASD gravity Combinatio Max -57 0 1 0 6 0 215-1 0 215 1.1875 ENV ASD gravity Combinatio Max -58 0 1 0 5 0 215-1 1.1875 215 2.375 ENV ASD gravity Combinatio Max -58 0 1 0 4 0 215-1 2.375 215 3.5625 ENV ASD gravity Combinatia Max -58 0 1 0 3 0 215-1 3.5625 215 4.75 ENV ASD gravity Combinatio Max -59 0 1 0 2 0 215-1 4.75 215 5.9375 ENV ASD gravity Combinatio Max -59 0 1 0 1 0 215-1 5.9375 215 7.125 ENV ASD gravity Combinatio Max -59 0 1 0 0 0 215-1 7.125 215 8.3125 ENV ASD gravity Combinatio Max -60 0 1 0 -1 0 215-1 8.3125 215 9.5 ENV ASD gravity Combinatio Max -60 0 1 0 -1 0 215-1 9.5 215 0 ENV ASD gravity Combinatio Min -59 0 1 0 6 0 215-1 0 215 1.1875 ENV ASD gravity Combinatia Min -60 0 1 0 5 0 215-1 1.1875 215 2.375 ENV ASD gravity Combinatio Min -60 0 1 0 4 0 215-1 2.375 215 3.5625 ENV ASD gravity Combinatio Min -60 0 1 0 3 0 215-1 3.5625 215 4.75 ENV ASO gravity Combinatio Min -61 0 1 0 2 0 215-1 4.75 215 5.9375 ENV ASD gravity Combinatio Min -61 0 1 0 1 0 215-1 5.9375 215 7.125 ENV ASD gravity Combinatio Min -61 0 1 0 0 0 215-1 7.125 215 8.3125 ENV ASD gravity Combinatio Min -62 0 1 0 -1 0 215-1 8.3125 215 9.5 ENV ASD gravity Combinatio Min -62 0 1 0 -2 0 215-1 9.5 218 0 ENV ASD gravity Combinatio Max -57 0 1 0 6 0 218-1 0 218 1.1875 ENV ASD gravity Combinatio Max -58 0 1 0 5 0 218-1 1.1875 218 2.375 ENV ASD gravity Combinatio Max -58 0 1 0 4 0 218-1 2.375 218 3.5625 ENV ASD gravity Combinatio Max -58 0 1 0 3 0 218-1 3.5625 218 4.75 ENV ASD gravity Combinatio Max -59 0 1 0 2 0 218-1 4.75 218 5.9375 ENV ASD gravity Combinatio Max -59 0 1 0 1 0 218-1 5.9375 218 7.125 ENV ASO gravity Combinatio Max -59 0 1 0 0 0 218-1 7.125 218 8.3125 ENV ASD gravity Combinatio Max -60 0 1 0 -1 0 218-1 8.3125 218 9.5 ENV ASO gravity Combinatio Max -60 0 1 0 -1 0 218-1 9.5 218 0 ENV ASD gravity Combinatio Min -59 0 1 0 6 0 218-1 0 218 1.1875 ENV ASD gravity Combinatia Min -60 0 1 0 5 0 218-1 1.1875 218 2.375 ENV ASD gravity Combinatio Min -60 0 1 0 4 0 218-1 2.375 218 3.5625 ENV ASD gravity Combinatio Min -60 0 1 0 3 0 218-1 3.5625 218 4.75 ENV ASD gravity Combinatio Min -60 0 1 0 2 0 218-1 4.75 218 5.9375 ENV ASD gravity Combinatio Min -61 0 1 0 1 0 218-1 5.9375 218 7.125 ENV ASD gravity Combinatio Min -61 0 1 0 0 0 218-1 7.125 218 8.3125 ENV ASD gravity Combinatio Min -61 0 1 0 -1 0 218-1 8.3125 218 9.5 ENV ASD gravity Combinatio Min -62 0 1 0 -2 0 218-1 9.5 222 0 ENV ASD gravity Combinatio Max -55 0 1 0 5 0 222-1 0 222 1.1875 ENV ASD gravity Combinatio Max -55 0 1 0 5 0 222-1 1.1875 222 2.375 ENV ASD gravity Combinatio Max -55 0 1 0 4 0 222-1 2.375 222 3.5625 ENV ASD gravity Combinatio Max -56 0 1 0 3 0 222-1 3.5625 222 4.75 ENV ASD gravity Combinatio Max -56 0 1 0 2 0 222-1 4.75 222 5.9375 ENV ASD gravity Combinatio Max -56 0 1 0 1 0 222-1 5.9375 222 7.125 ENV ASD gravity Combinatio Max -57 0 1 0 0 0 222-1 7.125 222 8.3125 ENV ASD gravity Combinatio Max -57 0 1 0 0 0 222-1 8.3125 222 9.5 ENV ASD gravity Combinatio Max -57 0 1 0 -1 0 222-1 9.5 222 0 ENV ASD gravity Combinatio Min -56 0 1 0 5 0 222-1 0 222 1.1875 ENV ASD gravity Combinatio Min -56 0 1 0 4 0 222-1 1.1875 222 2.375 ENV ASD gravity Combinatio Min -57 0 1 0 3 0 222-1 2.375 222 3.5625 ENV ASD gravity Combinatio Min -57 0 1 0 3 0 222-1 3.5625 222 4.75 ENV ASD gravity Combinatio Min -57 0 1 0 2 0 222-1 4.75 222 5.9375 ENV ASD gravity Combinatia Min -57 0 1 0 1 0 222-1 5.9375 222 7.125 ENV ASD gravity Combinatio Min -58 0 1 0 0 0 222-1 7.125 222 8.3125 ENV ASO gravity Combinatio Min -58 0 1 0 -1 0 222-1 8.3125 222 9.5 ENV ASD gravity Combinatio Min -58 0 1 0 -1 0 222-1 9.5 225 0 ENV ASD gravity Combinatio Max -56 0 1 0 6 0 225-1 0 225 1.1875 ENV ASD gravity Combinatio Max -56 0 1 0 5 0 225-1 1.1875 225 2.375 ENV ASD gravity Combinatio Max -57 0 1 0 4 0 225-1 2.375 225 3.5625 ENV ASD gravity Combinatio Max Page 38 O(00 0 1 0 3 0 225-1 3.5625 Date: 2/14/2017 Time: 4:53 PM File: calcs.xls 225 4.75 ENV ASD gravity Combinatio Max -57 0 1 0 2 0 225-1 4.75 225 5.9375 ENV ASD gravity Combinatio Max -58 0 1 0 1 0 225-1 5.9375 225 7.125 ENV ASD gravity Combinatio Max -58 0 1 0 0 0 225-1 7.125 225 8.3125 ENV ASD gravity Combinatio Max -58 0 1 0 -1 0 225-1 8.3125 225 9.5 ENV ASD gravity Combinatio Max -59 0 1 0 -1 0 225-1 9.5 225 0 ENV ASD gravity Combinatic Min -57 0 1 0 5 0 225-1 0 225 1.1875 ENV ASD gravity Combinatic Min -57 0 1 0 5 0 225-1 1.1875 225 2.375 ENV ASD gravity Combinatio Min -57 0 1 0 4 0 225-1 2.375 225 3.5625 ENV ASD gravity Combinatic Min -57 0 1 0 3 0 225-1 3.5625 225 4.75 ENV ASD gravity Combinatio Min -58 0 1 0 2 0 225-1 4.75 225 5.9375 ENV ASD gravity Combinatio Min -58 0 1 0 1 0 225-1 5.9375 225 7.125 ENV ASD gravity Combinatio Min -58 0 1 0 0 0 225-1 7.125 225 8.3125 ENV ASD gravity Combinatio Min -59 0 1 0 -1 0 225-1 8.3125 225 9.5 ENV ASD gravity Combinatio Min -59 0 1 0 -1 0 225-1 9.5 227 0 ENV ASD gravity Combinatio Max -53 0 1 0 5 0 227-1 0 227 1.1875 ENV ASD gravity Combinatio Max -54 0 1 0 4 0 227-1 1.1875 227 2.375 ENV ASD gravity Combinatio Max -54 0 1 0 4 0 227-1 2.375 227 3.5625 ENV ASD gravity Combinatio Max -54 0 1 0 3 0 227-1 3.5625 227 4.75 ENV ASD gravity Combinatio Max -54 0 1 0 2 0 227-1 4.75 227 5.9375 ENV ASD gravity Combinatio Max -55 0 1 0 1 0 227-1 5.9375 227 7.125 ENV ASD gravity Combinatio Max -55 0 1 0 0 0 227-1 7.125 227 8.3125 ENV ASD gravity Combinatio Max -55 0 1 0 0 0 227-1 8.3125 227 9.5 ENV ASD gravity Combinatio Max -56 0 1 0 -1 0 227-1 9.5 227 0 ENV ASD gravity Combinatio Min -53 0 1 0 5 0 227-1 0 227 1.1875 ENV ASD gravity Combinatio Min -54 0 1 0 4 0 227-1 1.1875 227 2.375 ENV ASD gravity Combinatio Min -54 0 1 0 4 0 227-1 2.375 227 3.5625 ENV ASD gravity Combinatio Min -54 0 1 0 3 0 227-1 3.5625 227 4.75 ENV ASD gravity Combinatio Min -55 0 1 0 2 0 227-1 4.75 227 5.9375 ENV ASD gravity Combinatio Min -55 0 1 0 1 0 227-1 5.9375 227 7.125 ENV ASD gravity Combinatio Min -55 0 1 0 0 0 227-1 7.125 227 8.3125 ENV ASO gravity Combinatio Min -55 0 1 0 -1 0 227-1 8.3125 227 9.5 ENV ASD gravity Combinatio Min -56 0 1 0 -1 0 227-1 9.5 Page 39 of 156 DEA Date: 2/14/2017 Time: 4:54 PM File: calcs.xls Job No. Job No. TO 22 Client Client Electroimpact Project Project Plinth at Boeing Engineer Engineer : Jiri Pertold Sheet No. Sheet No. : Revision Revision . PILE REACTIONS From Seismic Max -14 0 3 0 237 Min -101 0 -1 0 -119 Maximum reaction in table above is smaller than 133 kips capacity of an existing pile -> OK Element Frame Forces Station - Frames OutputCase CaseType StepType P V2 V3 T M2 M3 FrameElem ElemStation Text in Text Text Text Kip Kip Kip Kip -in Kip -in Kip -in Text in 1 0 ENV ASD EQ Combinatia Max -16 0 3 0 232 12 1-1 0 1 14.25 ENV ASD EQ Combinatio Max -16 0 3 0 196 11 1-1 14.25 1 28.5 ENV ASD EQ Combinatio Max -16 0 3 0 159 9 1-1 28.5 1 42.75 ENV ASD EQ Combinatio Max -16 0 3 0 123 7 1-1 42.75 1 57 ENV ASD EQ Combinatio Max -16 0 3 0 87 5 1-1 57 1 71.25 ENV ASD EQ Combinatio Max -17 0 3 0 50 3 1-1 71.25 1 85.5 ENV ASD EQ Combinatia Max -17 0 3 0 14 1 1-1 85.5 1 99.75 ENV ASD EQ Combinatio Max -17 0 3 0 11 1 1-1 99.75 1 114 ENV ASD EQ Combinatio Max -17 0 3 0 30 1 1-1 114 1 0 ENV ASD EQ Combinatio Min -85 0 -1 0 -119 -6 1-1 0 1 14.25 ENV ASD EQ Combinatio Min -85 0 -1 0 -100 -5 1-1 14.25 1 28.5 ENV ASD EQ Combinatio Min -85 0 -1 0 -81 -4 1-1 28.5 1 42.75 ENV ASD EQ Combinatio Min -85 0 -1 0 -63 -3 1-1 42.75 1 57 ENV ASO EQ Combinatio Min -86 0 -1 0 -44 -2 1-1 57 1 71.25 ENV ASD EQ Combinatio Min -86 0 -1 0 -26 -1 1-1 71.25 1 85.5 ENV ASD EQ Combinatia Min -86 0 -1 0 -7 0 1-1 85.5 1 99.75 ENV ASD EQ Combinatia Min -86 0 -1 0 -22 -1 1-1 99.75 1 114 ENV ASD EQ Combinatio Min -86 0 -1 0 -58 -3 1-1 114 3 0 ENV ASD EQ Combinatio Max -18 0 3 0 237 3 3-1 0 3 14.25 ENV ASD EQ Combinatic Max -18 0 3 0 200 3 3-1 14.25 3 28.5 ENV ASD EQ Combinatio Max -18 0 3 0 163 2 3-1 28.5 3 42.75 ENV ASD EQ Combinatio Max -18 0 3 0 126 2 3-1 42.75 3 57 ENV ASD EQ Combinatio Max -19 0 3 0 89 1 3-1 57 3 71.25 ENV ASO EQ Combinatio Max -19 0 3 0 52 1 3-1 71.25 3 85.5 ENV ASO EQ Combinatio Max -19 0 3 0 15 0 3-1 85.5 3 99.75 ENV ASO EQ Combinatio Max -19 0 3 0 11 1 3-1 99.75 3 114 ENV ASD EQ Combinatio Max -19 0 3 0 28 3 3-1 114 3 0 ENV ASD EQ Combinatio Min -78 0 -1 0 -111 -12 3-1 0 3 14.25 ENV ASD EQ Combinatio Min -78 0 -1 0 -94 -10 3-1 14.25 3 28.5 ENV ASD EQ Combinatia Min -79 0 -1 0 -76 -8 3-1 28.5 3 42.75 ENV ASD EQ Combinatia Min -79 0 -1 0 -59 -6 3-1 42.75 3 57 ENV ASD EQ Combinatio Min -79 0 -1 0 -42 -4 3-1 57 3 71.25 ENV ASD EQ Combinatio Min -79 0 -1 0 -24 -3 3-1 71.25 3 85.5 ENV ASO EQ Combinatio Min -79 0 -1 0 -7 -1 3-1 85.5 3 99.75 ENV ASO EQ Combinatio Min -80 0 -1 0 -23 0 3-1 99.75 3 114 ENV ASD EQ Combinatio Min -80 0 -1 0 -60 -1 3-1 114 5 0 ENV ASD EQ Combinatio Max -18 0 2 0 146 6 5-1 0 5 14.25 ENV ASD EQ Combinatio Max -19 0 2 0 123 5 5-1 14.25 5 28.5 ENV ASD EQ Combinatio Max -19 0 2 0 100 4 5-1 28.5 5 42.75 ENV ASD EQ Combinatia Max -19 0 2 0 77 3 5-1 42.75 5 57 ENV ASD EQ Combinatio Max -19 0 2 0 55 2 5-1 57 5 71.25 ENV ASD EQ Combinatio Max -19 0 2 0 32 1 5-1 71.25 5 85.5 ENV ASO EQ Combinatio Max -20 0 2 0 9 0 5-1 85.5 5 99.75 ENV ASO EQ Combinatio Max -20 0 2 0 9 0 5-1 99.75 5 114 ENV ASD EQ Combinatio Max -20 0 2 0 24 -1 5-1 114 5 0 ENV ASD EQ Combinatio Min -68 0 -1 0 -95 4 5-1 0 5 14.25 ENV ASD EQ Combinatio Min -69 0 -1 0 -81 3 5-1 14.25 5 28.5 ENV ASD EQ Combinatio Min -69 0 -1 0 -66 3 5-1 28.5 5 42.75 ENV ASD EQ Combinatio Min -69 0 -1 0 -51 2 5-1 42.75 5 57 ENV ASD EQ Combinatio Min -69 0 -1 0 -36 1 5-1 57 5 71.25 ENV ASD EQ Combinatio Min Pit. 4%y 1560 -1 0 -21 1 5-1 71.25 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 5 85.5 ENV ASD EQ Combinatio Min -70 0 -1 0 -6 0 5-1 85.5 5 99.75 ENV ASD EQ Combinatio Min -70 0 -1 0 -14 -1 5-1 99.75 5 114 ENV ASD EQ Combinatia Min -70 0 -1 0 -37 -1 5-1 114 7 0 ENV ASD EQ Combinatio Max -20 0 2 0 180 -6 7-1 0 7 14.25 ENV ASO EQ Combinatia Max -21 0 2 0 152 -5 7-1 14.25 7 28.5 ENV ASD EQ Combinatia Max -21 0 2 0 124 -4 7-1 28.5 7 42.75 ENV ASD EQ Combinatic Max -21 0 2 0 96 -3 7-1 42.75 7 57 ENV ASD EQ Combinatio Max -21 0 2 0 67 -2 7-1 57 7 71.25 ENV ASD EQ Combinatio Max -21 0 2 0 39 -1 7-1 71.25 7 85.5 ENV ASD EQ Combinatic Max -22 0 2 0 11 0 7-1 85.5 7 99.75 ENV ASD EQ Combinatio Max -22 0 2 0 6 2 7-1 99.75 7 114 ENV ASD EQ Combinatio Max -22 0 2 0 17 5 7-1 114 7 0 ENV ASO EQ Combinatio Min -61 0 -1 0 -66 -21 7-1 0 7 14.25 ENV ASO EQ Combinatio Min -61 0 -1 0 -56 -17 7-1 14.25 7 28.5 ENV ASD EQ Combinatia Min -62 0 -1 0 -45 -14 7-1 28.5 7 42.75 ENV ASD EQ Combinatia Min -62 0 -1 0 -35 -11 7-1 42.75 7 57 ENV ASD EQ Combinatia Min -62 0 -1 0 -25 -8 7-1 57 7 71.25 ENV ASD EQ Combinatio Min -63 0 -1 0 -14 -5 7-1 71.25 7 85.5 ENV ASD EQ Combinatic Min -63 0 -1 0 -4 -1 7-1 85.5 7 99.75 ENV ASD EQ Combinatio Min -63 0 -1 0 -17 1 7-1 99.75 7 114 ENV ASD EQ Combinatio Min -63 0 -1 0 -45 2 7-1 114 9 0 ENV ASD EQ Combinatio Max -29 0 1 0 46 -12 9-1 0 9 14.25 ENV ASO EQ Combinatio Max -29 0 1 0 39 -10 9-1 14.25 9 28.5 ENV ASD EQ Combinatio Max -29 0 1 0 32 -8 9-1 28.5 9 42.75 ENV ASD EQ Combinatio Max -30 0 1 0 24 -6 9-1 42.75 9 57 ENV ASD EQ Combinatio Max -30 0 1 0 17 -4 9-1 57 9 71.25 ENV ASD EQ Combinatio Max -30 0 1 0 10 -3 9-1 71.25 9 85.5 ENV ASD EQ Combinatic Max -30 0 1 0 3 -1 9-1 85.5 9 99.75 ENV ASD EQ Combinatic Max -30 0 1 0 5 2 9-1 99.75 9 114 ENV ASD EQ Combinatio Max -30 0 1 0 13 5 9-1 114 9 0 ENV ASD EQ Combinatio Min -70 0 -1 0 -51 -21 9-1 0 9 14.25 ENV ASD EQ Combinatio Min -70 0 -1 0 -43 -17 9-1 14.25 9 28.5 ENV ASD EQ Combinatia Min -70 0 -1 0 -35 -14 9-1 28.5 9 42.75 ENV ASD EQ Combinatio Min -71 0 -1 0 -27 -11 9-1 42.75 9 57 ENV ASD EQ Combinatio Min -71 0 -1 0 -19 -8 9-1 57 9 71.25 ENV ASD EQ Combinatic Min -71 0 -1 0 -11 -5 9-1 71.25 9 85.5 ENV ASD EQ Combinatio Min -72 0 -1 0 -3 -1 9-1 85.5 9 99.75 ENV ASD EQ Combinatio Min -72 0 -1 0 -4 1 9-1 99.75 9 114 ENV ASO EQ Combinatio Min -72 0 -1 0 -12 3 9-1 114 11 0 ENV ASD EQ Combinatia Max -45 0 1 0 67 19 11-1 0 11 14.25 ENV ASD EQ Combinatio Max -45 0 1 0 56 16 11-1 14.25 11 28.5 ENV ASD EQ Combinatio Max -45 0 1 0 46 13 11-1 28.5 11 42.75 ENV ASD EQ Combinatio Max -45 0 1 0 35 10 11-1 42.75 11 57 ENV ASD EQ Combinatia Max -45 0 1 0 25 7 11-1 57 11 71.25 ENV ASD EQ Combinatio Max -46 0 1 0 15 4 11-1 71.25 11 85.5 ENV ASD EQ Combinatio Max -46 0 1 0 4 1 11-1 85.5 11 99.75 ENV ASD EQ Combinatio Max -46 0 1 0 11 0 11-1 99.75 11 114 ENV ASD EQ Combinatic Max -46 0 1 0 28 0 11-1 114 11 0 ENV ASD EQ Combinatic Min -74 0 -1 0 -112 0 11-1 0 11 14.25 ENV ASD EQ Combinatio Min -74 0 -1 0 -95 0 11-1 14.25 11 28.5 ENV ASD EQ Combinatio Min -75 0 -1 0 -77 0 11-1 28.5 11 42.75 ENV ASD EQ Combinatio Min -75 0 -1 0 -60 0 11-1 42.75 11 57 ENV ASD EQ Combinatio Min -75 0 -1 0 -42 0 11-1 57 11 71.25 ENV ASD EQ Combinatio Min -76 0 -1 0 -24 0 11-1 71.25 11 85.5 ENV ASD EQ Combinatio Min -76 0 -1 0 -7 0 11-1 85.5 11 99.75 ENV ASD EQ Combinatio Min -76 0 -1 0 -6 -2 11-1 99.75 11 114 ENV ASO EQ Combinatia Min -77 0 -1 0 -17 -5 11-1 114 14 0 ENV ASD EQ Combinatio Max -24 0 0 0 -44 24 14-1 0 14 14.25 ENV ASD EQ Combinatic Max -24 0 0 0 -37 20 14-1 14.25 14 28.5 ENV ASD EQ Combinatio Max -24 0 0 0 -30 16 14-1 28.5 14 42.75 ENV ASD EQ Combinatic Max -24 0 0 0 -23 13 14-1 42.75 14 57 ENV ASD EQ Combinatic Max -25 0 0 0 -16 9 14-1 57 14 71.25 ENV ASD EQ Combinatic Max -25 0 0 0 -9 5 14-1 71.25 14 85.5 ENV ASD EQ Combinatic Max -25 0 0 0 -3 1 14-1 85.5 14 99.75 ENV ASD EQ Combinatio Max -25 0 0 0 7 -1 14-1 99.75 14 114 ENV ASD EQ Combinatio Max -25 0 0 0 19 -2 14-1 114 14 0 ENV ASD EQ Combinatio Min Poge41a.156 1. 0 -1 0 -74 7 14-1 0 14 14.25 ENV ASD EQ Combinatio Min -51 0 -1 0 -62 6 14-1 14.25 Date: 2/14/2017 Time. 4:54 PM File: calcs.xls 14 28.5 ENV ASD EQ Combinatio Min -51 0 -1 0 -51 5 14-1 28.5 14 42.75 ENV ASD EQ Combinatiq Min -51 0 -1 0 -39 4 14-1 42.75 14 57 ENV ASD EQ Combinatio Min -52 0 -1 0 -28 3 14-1 57 14 71.25 ENV ASD EQ Combinatio Min -52 0 -1 0 -16 1 14-1 71.25 14 85.5 ENV ASD EQ Combinatio Min -52 0 -1 0 -5 0 14-1 85.5 14 99.75 ENV ASO EQ Combinatio Min -53 0 -1 0 4 -2 14-1 99.75 14 114 ENV ASD EQ Combinatio Min -53 0 -1 0 11 -6 14-1 114 18 0 ENV ASD EQ Combinatio Max -15 0 0 0 -16 -15 18-1 0 18 14.25 ENV ASD EQ Combinatio Max -15 0 0 0 -14 -13 18-1 14.25 18 28.5 ENV ASD EQ Combinatiq Max -15 0 0 0 -11 -10 18-1 28.5 18 42.75 ENV ASD EQ Combinatio Max -16 0 0 0 -9 -8 18-1 42.75 18 57 ENV ASD EQ Combinatiq Max -16 0 0 0 -6 -6 18-1 57 18 71.25 ENV ASD EQ Combinatio Max -16 0 0 0 -4 -3 18-1 71.25 18 85.5 ENV ASD EQ Combinatio Max -16 0 0 0 -1 -1 18-1 85.5 18 99.75 ENV ASD EQ Combinatio Max -16 0 0 0 7 2 18-1 99.75 18 114 ENV ASD EQ Combinatio Max -17 0 0 0 18 6 18-1 114 18 0 ENV ASD EQ Combinatio Min -45 0 -1 0 -70 -25 18-1 0 18 14.25 ENV ASD EQ Combinatio Min -46 0 -1 0 -59 -21 18-1 14.25 18 28.5 ENV ASD EQ Combinatio Min -46 0 -1 0 -48 -17 18-1 28.5 18 42.75 ENV ASD EQ Combinatiq Min -46 0 -1 0 -37 -13 18-1 42.75 18 57 ENV ASD EQ Combinatiq Min -47 0 -1 0 -26 -9 18-1 57 18 71.25 ENV ASD EQ Combinatio Min -47 0 -1 0 -15 -5 18-1 71.25 18 85.5 ENV ASD EQ Combinatid Min -47 0 -1 0 -4 -2 18-1 85.5 18 99.75 ENV ASD EQ Combinatid Min -48 0 -1 0 2 1 18-1 99.75 18 114 ENV ASD EQ Combinatio Min -48 0 -1 0 4 4 18-1 114 22 0 ENV ASD EQ Combinatio Max -14 0 0 0 6 -16 22-1 0 22 14.25 ENV ASD EQ Combinatio Max -14 0 0 0 5 -13 22-1 14.25 22 28.5 ENV ASD EQ Combinatio Max -14 0 0 0 4 -11 22-1 28.5 22 42.75 ENV ASD EQ Combinatiq Max -14 0 0 0 3 -8 22-1 42.75 22 57 ENV ASD EQ Combinatiq Max -14 0 0 0 2 -6 22-1 57 22 71.25 ENV ASD EQ Combinatio Max -15 0 0 0 1 -3 22-1 71.25 22 85.5 ENV ASD EQ Combinatio Max -15 0 0 0 0 -1 22-1 85.5 22 99.75 ENV ASD EQ Combinatio Max -15 0 0 0 2 2 22-1 99.75 22 114 ENV ASD EQ Combinatio Max -15 0 0 0 6 6 22-1 114 22 0 ENV ASD EQ Combinatiq Min -30 0 0 0 -22 -25 22-1 0 22 14.25 ENV ASD EQ Combinatio Min -30 0 0 0 -19 -21 22-1 14.25 22 28.5 ENV ASD EQ Combinatiq Min -30 0 0 0 -15 -17 22-1 28.5 22 42.75 ENV ASD EQ Combinatiq Min -31 0 0 0 -12 -13 22-1 42.75 22 57 ENV ASD EQ Combinatio Min -31 0 0 0 -8 -9 22-1 57 22 71.25 ENV ASO EQ Combinatio Min -31 0 0 0 -5 -5 22-1 71.25 22 85.5 ENV ASD EQ Combinatio Min -31 0 0 0 -1 -2 22-1 85.5 22 99.75 ENV ASD EQ Combinatio Min -32 0 0 0 -1 1 22-1 99.75 22 114 ENV ASD EQ Combinatio Min -32 0 0 0 -2 4 22-1 114 24 0 ENV ASD EQ Combinatio Max -20 0 0 0 17 24 24-1 0 24 14.25 ENV ASD EQ Combinatio Max -20 0 0 0 15 20 24-1 14.25 24 28.5 ENV ASD EQ Combinatic Max -20 0 0 0 12 16 24-1 28.5 24 42.75 ENV ASD EQ Combinatic Max -20 0 0 0 9 13 24-1 42.75 24 57 ENV ASD EQ Combinatio Max -21 0 0 0 6 9 24-1 57 24 71.25 ENV ASD EQ Combinatio Max -21 0 0 0 4 5 24-1 71.25 24 85.5 ENV ASD EQ Combinatio Max -21 0 0 0 1 1 24-1 85.5 24 99.75 ENV ASD EQ Combinatio Max -21 0 0 0 2 -1 24-1 99.75 24 114 ENV ASD EQ Combinatio Max -21 0 0 0 6 -2 24-1 114 24 0 ENV ASD EQ Combinatiq Min -34 0 0 0 -24 6 24-1 0 24 14.25 ENV ASD EQ Combinatiq Min -34 0 0 0 -20 5 24-1 14.25 24 28.5 ENV ASD EQ Combinatiq Min -34 0 0 0 -17 4 24-1 28.5 24 42.75 ENV ASD EQ Combinatic Min -35 0 0 0 -13 3 24-1 42.75 24 57 ENV ASD EQ Combinatio Min -35 0 0 0 -9 2 24-1 57 24 71.25 ENV ASD EQ Combinatio Min -35 0 0 0 -5 1 24-1 71.25 24 85.5 ENV ASD EQ Combinatio Min -36 0 0 0 -1 0 24-1 85.5 24 99.75 ENV ASD EQ Combinatiq Min -36 0 0 0 -2 -2 24-1 99.75 24 114 ENV ASD EQ Combinatiq Min -36 0 0 0 -4 -6 24-1 114 29 0 ENV ASD EQ Combinatic Max -34 0 1 0 129 15 29-1 0 29 14.25 ENV ASD EQ Combinatio Max -34 0 1 0 109 13 29-1 14.25 29 28.5 ENV ASD EQ Combinatiq Max -34 0 1 0 89 11 29-1 28.5 29 42.75 ENV ASD EQ Combinatio Max -34 0 1 0 69 8 29-1 42.75 29 57 ENV ASD EQ Combinatio Max -35 0 1 0 48 6 29-1 57 29 71.25 ENV ASD EQ Combinatio Max rogc 4235r 1560 1 0 28 3 29-1 71.25 29 85.5 ENV ASD EQ Combinatio Max 0 -35 0 1 0 8 1 29-1 85.5 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 29 99.75 ENV ASD EQ Combinatio Max -35 0 1 0 -7 0 29-1 99.75 29 114 ENV ASD EQ Combinatio Max -35 0 1 0 -18 1 29-1 114 29 0 ENV ASD EQ Combinatia Min -55 0 1 0 73 -2 29-1 0 29 14.25 ENV ASD EQ Combinatio Min -55 0 1 0 61 -2 29-1 14.25 29 28.5 ENV ASD EQ Combinatia Min -55 0 1 0 50 -2 29-1 28.5 29 42.75 ENV ASD EQ Combinatic Min -55 0 1 0 39 -1 29-1 42.75 29 57 ENV ASD EQ Combinatio Min -56 0 1 0 27 -1 29-1 57 29 71.25 ENV ASD EQ Combinatio Min -56 0 1 0 16 0 29-1 71.25 29 85.5 ENV ASD EQ Combinatio Min -56 0 1 0 4 0 29-1 85.5 29 99.75 ENV ASD EQ Combinatio Min -57 0 1 0 -12 -1 29-1 99.75 29 114 ENV ASD EQ Combinatio Min -57 0 1 0 -33 -4 29-1 114 31 0 ENV ASD EQ Combinatio Max -21 0 1 0 120 -11 31-1 0 31 14.25 ENV ASD EQ Combinatio Max -21 0 1 0 101 -9 31-1 14.25 31 28.5 ENV ASD EQ Combinatio Max -21 0 1 0 83 -8 31-1 28.5 31 42.75 ENV ASD EQ Combinatio Max -21 0 1 0 64 -6 31-1 42.75 31 57 ENV ASD EQ Combinatio Max -21 0 1 0 45 -4 31-1 57 31 71.25 ENV ASD EQ Combinatio Max -22 0 1 0 26 -2 31-1 71.25 31 85.5 ENV ASD EQ CombinatigMax -22 0 1 0 7 -1 31-1 85.5 31 99.75 ENV ASD EQ Combinatio Max -22 0 1 0 -2 2 31-1 99.75 31 114 ENV ASD EQ Combinatio Max -22 0 1 0 -6 5 31-1 114 31 0 ENV ASD EQ Combinatio Min -48 0 0 0 24 -19 31-1 0 31 14.25 ENV ASD EQ Combinatio Min -49 0 0 0 20 -16 31-1 14.25 31 28.5 ENV ASD EQ Combinatio Min -49 0 0 0 17 -13 31-1 28.5 31 42.75 ENV ASD EQ Combinatio Min -49 0 0 0 13 -10 31-1 42.75 31 57 ENV ASD EQ Combinatio Min -50 0 0 0 9 -7 31-1 57 31 71.25 ENV ASD EQ Combinatic Min -50 0 0 0 5 -4 31-1 71.25 31 85.5 ENV ASD EQ Combinatio Min -50 0 0 0 1 -1 31-1 85.5 31 99.75 ENV ASO EQ Combinatio Min -51 0 0 0 -11 1 31-1 99.75 31 114 ENV ASD EQ Combinatio Min -51 0 0 0 -30 3 31-1 114 33 0 ENV ASD EQ Combinatio Max -27 0 2 0 212 -11 33-1 0 33 14.25 ENV ASD EQ Combinatia Max -27 0 2 0 179 -9 33-1 14.25 33 28.5 ENV ASD EQ Combinatic Max -27 0 2 0 146 -7 33-1 28.5 33 42.75 ENV ASD EQ Combinatio Max -27 0 2 0 112 -6 33-1 42.75 33 57 ENV ASD EQ Combinatio Max -27 0 2 0 79 -4 33-1 57 33 71.25 ENV ASD EQ Combinatio Max -28 0 2 0 46 -2 33-1 71.25 33 85.5 ENV ASD EQ Combinatio Max -28 0 2 0 13 -1 33-1 85.5 33 99.75 ENV ASD EQ Combinatio Max -28 0 2 0 -3 2 33-1 99.75 33 114 ENV ASD EQ Combinatia Max -28 0 2 0 -7 5 33-1 114 33 0 ENV ASD EQ Combinatio Min -85 0 0 0 29 -19 33-1 0 33 14.25 ENV ASD EQ Combinatio Min -85 0 0 0 25 -16 33-1 14.25 33 28.5 ENV ASO EQ Combinatio Min -86 0 0 0 20 -13 33-1 28.5 33 42.75 ENV ASD EQ Combinatio Min -86 0 0 0 16 -10 33-1 42.75 33 57 ENV ASD EQ Combinatio Min -86 0 0 0 11 -7 33-1 57 33 71.25 ENV ASD EQ CombinatioNin -87 0 0 0 6 -4 33-1 71.25 33 85.5 ENV ASO EQ Combinatia Min -87 0 0 0 2 -1 33-1 85.5 33 99.75 ENV ASD EQ Combinatio Min -87 0 0 0 -20 1 33-1 99.75 33 114 ENV ASD EQ Combinatio Min -88 0 0 0 -53 3 33-1 114 36 0 ENV ASD EQ Combinatia Max -58 0 2 0 222 13 36-1 0 36 14.25 ENV ASD EQ Combinatio Max -59 0 2 0 187 11 36-1 14.25 36 28.5 ENV ASD EQ Combinatio Max -59 0 2 0 152 9 36-1 28.5 36 42.75 ENV ASD EQ Combinatio Max -59 0 2 0 118 7 36-1 42.75 36 57 ENV ASD EQ Combinatio Max -59 0 2 0 83 5 36-1 57 36 71.25 ENV ASD EQ Combinatio Max -59 0 2 0 48 3 36-1 71.25 36 85.5 ENV ASD EQ Combinatio Max -60 0 2 0 14 1 36-1 85.5 36 99.75 ENV ASD EQ Combinatio Max -60 0 2 0 -8 1 36-1 99.75 36 114 ENV ASD EQ Combinatio Max -60 0 2 0 -20 2 36-1 114 36 0 ENV ASO EQ Combinatia Min -94 0 1 0 81 -8 36-1 0 36 14.25 ENV ASD EQ Combinatia Min -94 0 1 0 68 -6 36-1 14.25 36 28.5 ENV ASD EQ Combinatio Min -94 0 1 0 56 -5 36-1 28.5 36 42.75 ENV ASD EQ Combinatio Min -95 0 1 0 43 -4 36-1 42.75 36 57 ENV ASD EQ Combinatio Min -95 0 1 0 30 -3 36-1 57 36 71.25 ENV ASD EQ Combinatio Min -95 0 1 0 18 -2 36-1 71.25 36 85.5 ENV ASD EQ Combinatio Min -95 0 1 0 5 0 36-1 85.5 36 99.75 ENV ASD EQ Combinatio Min -96 0 1 0 -21 -1 36-1 99.75 36 114 ENV ASD EQ Combinatio Min -96 0 1 0 -56 -3 36-1 114 40 0 ENV ASD EQ Combinatio Max -50 0 2 0 203 -4 40-1 0 40 14.25 ENV ASD EQ Combinatio Max Pc c -,50. 40 0 166 2 0 172 -3 40-1 14.25 40 28.5 ENV ASD EQ Combinatio Max gc -50 0 2 0 140 -3 40-1 28.5 Date: 2/14/2017 Time 4:54 PM File: calcs.xls 40 42.75 ENV ASD EQ Combinatic Max -50 0 2 0 108 -2 40-1 42.75 40 57 ENV ASD EQ Combinatic Max -51 0 2 0 76 -2 40-1 57 40 71.25 ENV ASD EQ Combinatio Max -51 0 2 0 44 -1 40-1 71.25 40 85.5 ENV ASD EQ Combinatio Max -51 0 2 0 12 0 40-1 85.5 40 99.75 ENV ASO EQ Combinatic Max -51 0 2 0 -6 1 40-1 99.75 40 114 ENV ASD EQ Combinatic Max -51 0 2 0 -16 3 40-1 114 40 0 ENV ASD EQ Combinatic Min -94 0 1 0 65 -12 40-1 0 40 14.25 ENV ASD EQ Combinatio Min -95 0 1 0 55 -10 40-1 14.25 40 28.5 ENV ASD EQ Combinatio Min -95 0 1 0 45 -8 40-1 28.5 40 42.75 ENV ASD EQ Combinatic Min -95 0 1 0 35 -7 40-1 42.75 40 57 ENV ASD EQ Combinatic Min -96 0 1 0 24 -5 40-1 57 40 71.25 ENV ASD EQ Combinatic Min -96 0 1 0 14 -3 40-1 71.25 40 85.5 ENV ASD EQ Combinatic Min -96 0 1 0 4 -1 40-1 85.5 40 99.75 ENV ASD EQ Combinatic Min -96 0 1 0 -19 0 40-1 99.75 40 114 ENV ASD EQ Combinatic Min -97 0 1 0 -51 1 40-1 114 42 0 ENV ASD EQ Combinatic Max -49 0 2 0 208 5 42-1 0 42 14.25 ENV ASD EQ Combinatic Max -49 0 2 0 175 5 42-1 14.25 42 28.5 ENV ASD EQ Combinatic Max -50 0 2 0 143 4 42-1 28.5 42 42.75 ENV ASD EQ Combinatic Max -50 0 2 0 110 3 42-1 42.75 42 57 ENV ASD EQ Combinatia Max -50 0 2 0 78 2 42-1 57 42 71.25 ENV ASD EQ Combinatic Max -50 0 2 0 45 1 42-1 71.25 42 85.5 ENV ASD EQ Combinatic Max -50 0 2 0 13 0 42-1 85.5 42 99.75 ENV ASD EQ Combinatio Max -51 0 2 0 -6 1 42-1 99.75 42 114 ENV ASD EQ Combinatic Max -51 0 2 0 -15 2 42-1 114 42 0 ENV ASD EQ Combinatio Min -96 0 1 0 61 -7 42-1 0 42 14.25 ENV ASD EQ Combinatic Min -97 0 1 0 52 -6 42-1 14.25 42 28.5 ENV ASD EQ Combinatic Min -97 0 1 0 42 -5 42-1 28.5 42 42.75 ENV ASD EQ Combinatic Min -97 0 1 0 32 -4 42-1 42.75 42 57 ENV ASD EQ Combinatio Min -98 0 1 0 23 -3 42-1 57 42 71.25 ENV ASD EQ Combinatio Min -98 0 1 0 13 -2 42-1 71.25 42 85.5 ENV ASD EQ Combinatia Min -98 0 1 0 4 0 42-1 85.5 42 99.75 ENV ASD EQ Combinatic Min -99 0 1 0 -20 -1 42-1 99.75 42 114 ENV ASD EQ Combinatio Min -99 0 1 0 -52 -1 42-1 114 46 0 ENV ASD EQ Combinatic Max -22 0 3 0 228 3 46-1 0 46 14.25 ENV ASD EQ Combinatic Max -22 0 3 0 192 3 46-1 14.25 46 28.5 ENV ASD EQ Combinatia Max -22 0 3 0 157 2 46-1 28.5 46 42.75 ENV ASD EQ Combinatic Max -22 0 3 0 121 2 46-1 42.75 46 57 ENV ASD EQ Combinatic Max -22 0 3 0 85 1 46-1 57 46 71.25 ENV ASD EQ Combinatio Max -22 0 3 0 50 1 46-1 71.25 46 85.5 ENV ASD EQ Combinatic Max -23 0 3 0 14 0 46-1 85.5 46 99.75 ENV ASD EQ Combinatio Max -23 0 3 0 9 1 46-1 99.75 46 114 ENV ASD EQ Combinatio Max -23 0 3 0 25 2 46-1 114 46 0 ENV ASD EQ Combinatio Min -72 0 -1 0 -97 -8 46-1 0 46 14.25 ENV ASD EQ Combinatic Min -73 0 -1 0 -82 -7 46-1 14.25 46 28.5 ENV ASD EQ Combinatic Min -73 0 -1 0 -67 -5 46-1 28.5 46 42.75 ENV ASD EQ Combinatic Min -73 0 -1 0 -52 -4 46-1 42.75 46 57 ENV ASD EQ Combinatic Min -73 0 -1 0 -36 -3 46-1 57 46 71.25 ENV ASD EQ Combinatio Min -73 0 -1 0 -21 -2 46-1 71.25 46 85.5 ENV ASD EQ Combinatic Min -74 0 -1 0 -6 0 46-1 85.5 46 99.75 ENV ASO EQ Combinatic Min -74 0 -1 0 -22 0 46-1 99.75 46 114 ENV ASD EQ Combinatio Min -74 0 -1 0 -57 -1 46-1 114 48 0 ENV ASD EQ Combinatic Max -44 0 2 0 169 8 48-1 0 48 14.25 ENV ASD EQ Combinatic Max -44 0 2 0 143 6 48-1 14.25 48 28.5 ENV ASD EQ Combinatic Max -44 0 2 0 116 5 48-1 28.5 48 42.75 ENV ASD EQ Combinatic Max -44 0 2 0 90 4 48-1 42.75 48 57 ENV ASD EQ Combinatic Max -45 0 2 0 63 3 48-1 57 48 71.25 ENV ASD EQ Combinatic Max -45 0 2 0 37 2 48-1 71.25 48 85.5 ENV ASD EQ Combinatic Max -45 0 2 0 10 0 48-1 85.5 48 99.75 ENV ASD EQ Combinatic Max -45 0 2 0 -5 0 48-1 99.75 48 114 ENV ASD EQ Combinatic Max -45 0 2 0 -13 -1 48-1 114 48 0 ENV ASD EQ Combinatic Min -91 0 1 0 50 3 48-1 0 48 14.25 ENV ASD EQ Combinatic Min -91 0 1 0 42 2 48-1 14.25 48 28.5 ENV ASD EQ Combinatic Min -91 0 1 0 34 2 48-1 28.5 48 42.75 ENV ASD EQ Combinatic Min -92 0 1 0 27 2 48-1 42.75 48 57 ENV ASO EQ Combinatic Min -92 0 1 0 19 1 48-1 57 48 71.25 ENV ASD EQ Combinatic Min -92 0 1 0 11 1 48-1 71.25 48 85.5 ENV ASD EQ Combinatic Min3. Pogc 1-190; 0 166 1 0 3 0 48-1 85.5 48 99.75 ENV ASD EQ Combinatic Min -93 0 1 0 -16 -1 48-1 99.75 Date: 2/14/2017 lime: 4:54 PM File: calcs.xls 48 114 ENV ASD EQ Combinatic Min -93 0 1 0 -43 -2 48-1 114 50 0 ENV ASD EQ Combinatio Max -22 0 2 0 209 -3 50-1 0 50 14.25 ENV ASD EQ Combinatia Max -22 0 2 0 176 -2 50-1 14.25 50 28.5 ENV ASD EQ Combinatio Max -22 0 2 0 143 -2 50-1 28.5 50 42.75 ENV ASD EQ Combinatio Max -22 0 2 0 111 -2 50-1 42.75 50 57 ENV ASD EQ Combinatia Max -23 0 2 0 78 -1 50-1 57 50 71.25 ENV ASD EQ Combinatic Max -23 0 2 0 45 -1 50-1 71.25 50 85.5 ENV ASO EQ Combinatic Max -23 0 2 0 13 0 50-1 85.5 50 99.75 ENV ASD EQ Combinatio Max -23 0 2 0 9 1 50-1 99.75 50 114 ENV ASD EQ Combinatio Max -23 0 2 0 23 2 50-1 114 50 0 ENV ASD EQ Combinatic Min -67 0 -1 0 -91 -10 50-1 0 50 14.25 ENV ASD EQ Combinatio Min -68 0 -1 0 -77 -8 50-1 14.25 50 28.5 ENV ASD EQ Combinatio Min -68 0 -1 0 -63 -7 50-1 28.5 50 42.75 ENV ASD EQ Combinatio Min -68 0 -1 0 -48 -5 50-1 42.75 50 57 ENV ASD EQ Combinatio Min -69 0 -1 0 -34 -4 50-1 57 50 71.25 ENV ASD EQ Combinatia Min -69 0 -1 0 -20 -2 50-1 71.25 50 85.5 ENV ASD EQ Combinatio Min -69 0 -1 0 -6 -1 50-1 85.5 50 99.75 ENV ASD EQ Combinatic Min -70 0 -1 0 -20 0 50-1 99.75 50 114 ENV ASD EQ Combinatic Min -70 0 -1 0 -53 1 50-1 114 60 0 ENV ASD EQ Combinatio Max -45 0 2 0 210 -4 60-1 0 60 14.25 ENV ASD EQ Combinatio Max -45 0 2 0 177 -4 60-1 14.25 60 28.5 ENV ASD EQ Combinatio Max -45 0 2 0 144 -3 60-1 28.5 60 42.75 ENV ASD EQ Combinatio Max -45 0 2 0 111 -2 60-1 42.75 60 57 ENV ASD EQ Combinatio Max -45 0 2 0 78 -2 60-1 57 60 71.25 ENV ASD EQ Combinatio Max -46 0 2 0 46 -1 60-1 71.25 60 85.5 ENV ASD EQ Combinatio Max -46 0 2 0 13 0 60-1 85.5 60 99.75 ENV ASD EQ Combinatio Max -46 0 2 0 -5 1 60-1 99.75 60 114 ENV ASO EQ Combinatic Max -46 0 2 0 -13 2 60-1 114 60 0 ENV ASD EQ Combinatio Min -98 0 1 0 50 -9 60-1 0 60 14.25 ENV ASD EQ Combinatio Min -98 0 1 0 42 -7 60-1 14.25 60 28.5 ENV ASD EQ Combinatio Min -99 0 1 0 34 -6 60-1 28.5 60 42.75 ENV ASD EQ Combinatia Min -99 0 1 0 26 -5 60-1 42.75 60 57 ENV ASD EQ Combinatia Min -99 0 1 0 19 -3 60-1 57 60 71.25 ENV ASD EQ Combinatio Min -100 0 1 0 11 -2 60-1 71.25 60 85.5 ENV ASD EQ Combinatio Min -100 0 1 0 3 -1 60-1 85.5 60 99.75 ENV ASD EQ Combinatic Min -100 0 1 0 -20 0 60-1 99.75 60 114 ENV ASD EQ Combinatio Min -101 0 1 0 -53 1 60-1 114 64 0 ENV ASD EQ Combinatio Max -22 0 2 0 206 7 64-1 0 64 14.25 ENV ASD EQ Combinatio Max -23 0 2 0 173 6 64-1 14.25 64 28.5 ENV ASD EQ Combinatio Max -23 0 2 0 141 5 64-1 28.5 64 42.75 ENV ASD EQ Combinatio Max -23 0 2 0 109 4 64-1 42.75 64 57 ENV ASD EQ Combinatio Max -23 0 2 0 77 3 64-1 57 64 71.25 ENV ASD EQ Combinatio Max -23 0 2 0 45 1 64-1 71.25 64 85.5 ENV ASD EQ Combinatio Max -23 0 2 0 13 0 64-1 85.5 64 99.75 ENV ASD EQ Combinatio Max -24 0 2 0 9 0 64-1 99.75 64 114 ENV ASO EQ Combinatio Max -24 0 2 0 23 0 64-1 114 64 0 ENV ASD EQ Combinatic Min -69 0 -1 0 -90 -1 64-1 0 64 14.25 ENV ASO EQ Combinatio Min -69 0 -1 0 -76 -1 64-1 14.25 64 28.5 ENV ASO EQ Combinatio Min -70 0 -1 0 -62 -1 64-1 28.5 64 42.75 ENV ASD EQ Combinatio Min -70 0 -1 0 -48 -1 64-1 42.75 64 57 ENV ASD EQ Combinatio Min -70 0 -1 0 -34 -1 64-1 57 64 71.25 ENV ASD EQ Combinatio Min -70 0 -1 0 -19 0 64-1 71.25 64 85.5 ENV ASD EQ Combinatio Min -70 0 -1 0 -5 0 64-1 85.5 64 99.75 ENV ASD EQ Combinatio Min -71 0 -1 0 -20 -1 64-1 99.75 64 114 ENV ASD EQ Combinatia Min -71 0 -1 0 -52 -2 64-1 114 68 0 ENV ASD EQ Combinatia Max -46 0 2 0 210 5 68-1 0 68 14.25 ENV ASD EQ Combinatio Max -46 0 2 0 177 4 68-1 14.25 68 28.5 ENV ASD EQ Combinatic Max -47 0 2 0 144 3 68-1 28.5 68 42.75 ENV ASD EQ Combinatio Max -47 0 2 0 111 3 68-1 42.75 68 57 ENV ASD EQ Combinatio Max -47 0 2 0 78 2 68-1 57 68 71.25 ENV ASD EQ Combinatio Max -47 0 2 0 46 1 68-1 71.25 68 85.5 ENV ASD EQ Combinatio Max -47 0 2 0 13 0 68-1 85.5 68 99.75 ENV ASO EQ Combinatio Max -48 0 2 0 -5 0 68-1 99.75 68 114 ENV ASD EQ Combinatio Max -48 0 2 0 -13 1 68-1 114 68 0 ENV ASD EQ Combinatio Min -98 0 1 0 51 -4 68-1 0 68 14.25 ENV ASD EQ Combinatio Min -99 0 1 0 43 -3 68-1 14.25 68 28.5 ENV ASO EQ Combinatio Min9. Pcgc 4ba 0 156 1 0 35 -3 68-1 28.5 68 42.75 ENV ASO EQ Combinatio Min -99 0 1 0 27 -2 68-1 42.75 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 68 57 ENV ASD EQ Combinatio Min -99 0 1 0 19 -1 68-1 57 68 71.25 ENV ASD EQ Combinatio Min -100 0 1 0 11 -1 68-1 71.25 68 85.5 ENV ASD EQ Combinatio Min -100 0 1 0 3 0 68-1 85.5 68 99.75 ENV ASO EQ Combinatio Min -100 0 1 0 -20 0 68-1 99.75 68 114 ENV ASD EQ Combinatio Min -101 0 1 0 -53 -1 68-1 114 72 0 ENV ASD EQ Combinatio Max -23 0 2 0 218 -1 72-1 0 72 14.25 ENV ASD EQ Combinatio Max -23 0 2 0 184 -1 72-1 14.25 72 28.5 ENV ASD EQ Combinatio Max -24 0 2 0 150 -1 72-1 28.5 72 42.75 ENV ASD EQ Combinatio Max -24 0 2 0 116 0 72-1 42.75 72 57 ENV ASD EQ Combinatio Max -24 0 2 0 82 0 72-1 57 72 71.25 ENV ASD EQ Combinatio Max -24 0 2 0 47 0 72-1 71.25 72 85.5 ENV ASO EQ Combinatio Max -24 0 2 0 13 0 72-1 85.5 72 99.75 ENV ASD EQ Combinatio Max -24 0 2 0 8 1 72-1 99.75 72 114 ENV ASD EQ Combinatio Max -25 0 2 0 21 3 72-1 114 72 0 ENV ASD EQ Combinatio Min -68 0 -1 0 -83 -11 72-1 0 72 14.25 ENV ASD EQ Combinatio Min -69 0 -1 0 -70 -9 72-1 14.25 72 28.5 ENV ASO EQ Combinatic Min -69 0 -1 0 -57 -8 72-1 28.5 72 42.75 ENV ASD EQ Combinatio Min -69 0 -1 0 -44 -6 72-1 42.75 72 57 ENV ASD EQ Combinatio Min -70 0 -1 0 -31 -4 72-1 57 72 71.25 ENV ASD EQ Combinatio Min -70 0 -1 0 -18 -2 72-1 71.25 72 85.5 ENV ASD EQ Combinatio Min -70 0 -1 0 -5 -1 72-1 85.5 72 99.75 ENV ASD EQ Combinatio Min -71 0 -1 0 -21 0 72-1 99.75 72 114 ENV ASD EQ Combinatio Min -71 0 -1 0 -55 0 72-1 114 76 0 ENV ASD EQ Combinatio Max -40 0 2 0 168 3 76-1 0 76 14.25 ENV ASD EQ Combinatio Max -40 0 2 0 141 2 76-1 14.25 76 28.5 ENV ASD EQ Combinatio Max -41 0 2 0 115 2 76-1 28.5 76 42.75 ENV ASD EQ Combinatio Max -41 0 2 0 89 1 76-1 42.75 76 57 ENV ASD EQ Combinatio Max -41 0 2 0 63 1 76-1 57 76 71.25 ENV ASD EQ Combinatio Max -41 0 2 0 36 1 76-1 71.25 76 85.5 ENV ASD EQ Combinatio Max -41 0 2 0 10 0 76-1 85.5 76 99.75 ENV ASD EQ Combinatio Max -42 0 2 0 -4 1 76-1 99.75 76 114 ENV ASD EQ Combinatio Max -42 0 2 0 -10 1 76-1 114 76 0 ENV ASD EQ Combinatio Min -90 0 0 0 40 -6 76-1 0 76 14.25 ENV ASD EQ Combinatio Min -90 0 0 0 34 -5 76-1 14.25 76 28.5 ENV ASD EQ Combinatio Min -90 0 0 0 27 -4 76-1 28.5 76 42.75 ENV ASD EQ Combinatic Min -91 0 0 0 21 -3 76-1 42.75 76 57 ENV ASD EQ Combinatio Min -91 0 0 0 15 -2 76-1 57 76 71.25 ENV ASD EQ Combinatio Min -91 0 0 0 9 -1 76-1 71.25 76 85.5 ENV ASD EQ Combinatio Min -92 0 0 0 2 0 76-1 85.5 76 99.75 ENV ASD EQ Combinatio Min -92 0 0 0 -16 0 76-1 99.75 76 114 ENV ASD EQ Combinatio Min -92 0 0 0 -42 -1 76-1 114 80 0 ENV ASD EQ Combinatio Max -21 0 1 0 128 -2 80-1 0 80 14.25 ENV ASD EQ Combinatio Max -21 0 1 0 108 -1 80-1 14.25 80 28.5 ENV ASO EQ Combinatio Max -21 0 1 0 88 -1 80-1 28.5 80 42.75 ENV ASD EQ Combinatio Max -22 0 1 0 68 -1 80-1 42.75 80 57 ENV ASD EQ Combinatio Max -22 0 1 0 48 -1 80-1 57 80 71.25 ENV ASD EQ Combinatio Max -22 0 1 0 28 0 80-1 71.25 80 85.5 ENV ASD EQ Combinatio Max -22 0 1 0 8 0 80-1 85.5 80 99.75 ENV ASD EQ Combinatio Max -22 0 1 0 6 0 80-1 99.75 80 114 ENV ASD EQ Combinatio Max -23 0 1 0 17 1 80-1 114 80 0 ENV ASD EQ Combinatio Min -61 0 -1 0 -68 -5 80-1 0 80 14.25 ENV ASD EQ Combinatio Min -62 0 -1 0 -57 -4 80-1 14.25 80 28.5 ENV ASO EQ Combinatio Min -62 0 -1 0 -47 -3 80-1 28.5 80 42.75 ENV ASO EQ Combinatio Min -62 0 -1 0 -36 -2 80-1 42.75 80 57 ENV ASD EQ Combinatio Min -63 0 -1 0 -25 -2 80-1 57 80 71.25 ENV ASD EQ Combinatio Min -63 0 -1 0 -15 -1 80-1 71.25 80 85.5 ENV ASD EQ Combinatio Min -63 0 -1 0 -4 0 80-1 85.5 80 99.75 ENV ASD EQ Combinatio Min -64 0 -1 0 -12 0 80-1 99.75 80 114 ENV ASD EQ Combinatio Min -64 0 -1 0 -32 0 80-1 114 84 0 ENV ASD EQ Combinatio Max -39 0 2 0 204 -6 84-1 0 84 14.25 ENV ASD EQ Combinatio Max -39 0 2 0 172 -5 84-1 14.25 84 28.5 ENV ASD EQ Combinatio Max -40 0 2 0 140 -4 84-1 28.5 84 42.75 ENV ASD EQ Combinatic Max -40 0 2 0 108 -3 84-1 42.75 84 57 ENV ASD EQ Combinatio Max -40 0 2 0 76 -2 84-1 57 84 71.25 ENV ASD EQ Combinatio Max -40 0 2 0 44 -1 84-1 71.25 84 85.5 ENV ASD EQ Combinatio Max -40 0 2 0 12 0 84-1 85.5 84 99.75 ENV ASD EQ Combinatio Max ftgc4boe156 0. 0 2 0 -4 1 84-1 99.75 84 114 ENV ASD EQ Combinatio Max -41 0 2 0 -9 3 84-1 114 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 84 0 ENV ASD EQ Combinatio Min -94 0 0 0 37 -12 84-1 0 84 14.25 ENV ASD EQ Combinatia Min -94 0 0 0 31 -10 84-1 14.25 84 28.5 ENV ASD EQ Combinatio Min -94 0 0 0 26 -8 84-1 28.5 84 42.75 ENV ASD EQ Combinatio Min -95 0 0 0 20 -6 84-1 42.75 84 57 ENV ASD EQ Combinatic Min -95 0 0 0 14 -5 84-1 57 84 71.25 ENV ASD EQ Combinatio Min -95 0 0 0 8 -3 84-1 71.25 84 85.5 ENV ASD EQ Combinatic Min -96 0 0 0 2 -1 84-1 85.5 84 99.75 ENV ASD EQ Combinatio Min -96 0 0 0 -19 1 84-1 99.75 84 114 ENV ASD EQ Combinatio Min -96 0 0 0 -51 1 84-1 114 88 0 ENV ASD EQ Combinatio Max -22 0 2 0 195 -1 88-1 0 88 14.25 ENV ASD EQ Combinatia Max -22 0 2 0 165 -1 88-1 14.25 88 28.5 ENV ASD EQ Combinatio Max -22 0 2 0 134 -1 88-1 28.5 88 42.75 ENV ASD EQ Combinatic`Max -22 0 2 0 103 -1 88-1 42.75 88 57 ENV ASD EQ Combinatic Max -23 0 2 0 73 0 88-1 57 88 71.25 ENV ASD EQ Combinatio Max -23 0 2 0 42 0 88-1 71.25 88 85.5 ENV ASD EQ Combinatio Max -23 0 2 0 12 0 88-1 85.5 88 99.75 ENV ASD EQ Combinatio Max -23 0 2 0 7 1 88-1 99.75 88 114 ENV ASD EQ Combinatio Max -23 0 2 0 17 4 88-1 114 88 0 ENV ASD EQ Combinatio Min -64 0 -1 0 -69 -15 88-1 0 88 14.25 ENV ASD EQ Combinatio Min -65 0 -1 0 -59 -13 88-1 14.25 88 28.5 ENV ASD EQ Combinatia Min -65 0 -1 0 -48 -10 88-1 28.5 88 42.75 ENV ASD EQ Combinatia Min -65 0 -1 0 -37 -8 88-1 42.75 88 57 ENV ASD EQ Combinatio Min -66 0 -1 0 -26 -6 88-1 57 88 71.25 ENV ASD EQ Combinatio Min -66 0 -1 0 -15 -3 88-1 71.25 88 85.5 ENV ASD EQ Combinatio Min -66 0 -1 0 -4 -1 88-1 85.5 88 99.75 ENV ASD EQ Combinatio Min -67 0 -1 0 -19 0 88-1 99.75 88 114 ENV ASD EQ Combinatio Min -67 0 -1 0 -49 0 88-1 114 92 0 ENV ASD EQ Combinatio Max -36 0 2 0 192 0 92-1 0 92 14.25 ENV ASD EQ Combinatio Max -36 0 2 0 162 0 92-1 14.25 92 28.5 ENV ASO EQ Combinatio Max -36 0 2 0 132 0 92-1 28.5 92 42.75 ENV ASO EQ Combinatic Max -36 0 2 0 102 0 92-1 42.75 92 57 ENV ASD EQ Combinatio Max -36 0 2 0 72 0 92-1 57 92 71.25 ENV ASD EQ Combinatio Max -37 0 2 0 42 0 92-1 71.25 92 85.5 ENV ASD EQ Combinatio Max -37 0 2 0 12 0 92-1 85.5 92 99.75 ENV ASD EQ Combinatio Max -37 0 2 0 -3 0 92-1 99.75 92 114 ENV ASD EQ Combinatio Max -37 0 2 0 -8 1 92-1 114 92 0 ENV ASD EQ Combinatia Min -89 0 0 0 33 -7 92-1 0 92 14.25 ENV ASD EQ Combinatic Min -89 0 0 0 28 -6 92-1 14.25 92 28.5 ENV ASD EQ Combinatio Min -89 0 0 0 23 -5 92-1 28.5 92 42.75 ENV ASD EQ Combinatio Min -90 0 0 0 17 -4 92-1 42.75 92 57 ENV ASD EQ Combinatio Min -90 0 0 0 12 -3 92-1 57 92 71.25 ENV ASD EQ Combinatio Min -90 0 0 0 7 -2 92-1 71.25 92 85.5 ENV ASD EQ Combinatio Min -91 0 0 0 2 -1 92-1 85.5 92 99.75 ENV ASD EQ Combinatio Min -91 0 0 0 -18 0 92-1 99.75 92 114 ENV ASD EQ Combinatio Min -91 0 0 0 -48 0 92-1 114 96 0 ENV ASD EQ Combinatio Max -38 0 1 0 50 2 96-1 0 96 14.25 ENV ASD EQ Combinatio Max -38 0 1 0 43 1 96-1 14.25 96 28.5 ENV ASD EQ Combinatio Max -39 0 1 0 35 1 96-1 28.5 96 42.75 ENV ASD EQ Combinatio Max -39 0 1 0 27 1 96-1 42.75 96 57 ENV ASD EQ Combinatio Max -39 0 1 0 19 1 96-1 57 96 71.25 ENV ASD EQ Combinatia Max -39 0 1 0 11 0 96-1 71.25 96 85.5 ENV ASD EQ Combinatio Max -39 0 1 0 3 0 96-1 85.5 96 99.75 ENV ASD EQ Combinatio Max -39 0 1 0 5 1 96-1 99.75 96 114 ENV ASD EQ Combinatio Max -40 0 1 0 14 3 96-1 114 96 0 ENV ASD EQ Combinatio Min -76 0 -1 0 -56 -12 96-1 0 96 14.25 ENV ASD EQ Combinatio Min -76 0 -1 0 -47 -10 96-1 14.25 96 28.5 ENV ASD EQ Combinatio Min -77 0 -1 0 -39 -8 96-1 28.5 96 42.75 ENV ASD EQ Combinatio Min -77 0 -1 0 -30 -6 96-1 42.75 96 57 ENV ASD EQ Combinatio Min -77 0 -1 0 -21 -4 96-1 57 96 71.25 ENV ASD EQ Combinatio Min -78 0 -1 0 -12 -3 96-1 71.25 96 85.5 ENV ASD EQ Combinatio Min -78 0 -1 0 -3 -1 96-1 85.5 96 99.75 ENV ASD EQ Combinatia Min -78 0 -1 0 -5 0 96-1 99.75 96 114 ENV ASD EQ Combinatio Min -78 0 -1 0 -13 0 96-1 114 100 0 ENV ASD EQ Combinatio Max -40 0 1 0 49 -2 100-1 0 100 14.25 ENV ASD EQ Combinatic Max -40 0 1 0 41 -2 100-1 14.25 100 28.5 ENV ASD EQ Combinatio Max -40 0 1 0 34 -2 100-1 28.5 100 42.75 ENV ASD EQ Combinatio Max Pc 40. 47 0 156 1 0 26 -1 100-1 42.75 100 57 ENV ASO EQ Combinatio Max gc o' -41 0 1 0 18 -1 100-1 57 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls , 100 71.25 ENV ASD EQ Combinatio Max -41 0 1 0 11 0 100-1 71.25 100 85.5 ENV ASD EQ Combinatio Max -41 0 1 0 3 0 100-1 85.5 100 99.75 ENV ASD EQ Combinatia Max -41 0 1 0 5 1 100-1 99.75 100 114 ENV ASD EQ Combinatio Max -41 0 1 0 15 2 100-1 114 100 0 ENV ASD EQ Combinatio Min -69 0 -1 0 -58 -6 100-1 0 100 14.25 ENV ASD EQ Combinatio Min -70 0 -1 0 -49 -5 100-1 14.25 100 28.5 ENV ASO EQ Combinatio Min -70 0 -1 0 -40 -4 100-1 28.5 100 42.75 ENV ASD EQ Combinatio Min -70 0 -1 0 -31 -3 100-1 42.75 100 57 ENV ASD EQ Combinatio Min -71 0 -1 0 -22 -2 100-1 57 100 71.25 ENV ASD EQ Combinatio Min -71 0 -1 0 -13 -1 100-1 71.25 100 85.5 ENV ASD EQ Combinatio Min -71 0 -1 0 -4 0 100-1 85.5 100 99.75 ENV ASD EQ Combinatio Min -72 0 -1 0 -5 0 100-1 99.75 100 114 ENV ASD EQ Combinatio Min -72 0 -1 0 -12 1 100-1 114 104 0 ENV ASD EQ Combinatia Max -46 0 1 0 58 -7 104-1 0 104 14.25 ENV ASD EQ Combinatio Max -46 0 1 0 49 -6 104-1 14.25 104 28.5 ENV ASD EQ Combinatio Max -46 0 1 0 40 -5 104-1 28.5 104 42.75 ENV ASD EQ Combinatio Max -46 0 1 0 31 -4 104-1 42.75 104 57 ENV ASD EQ Combinatio Max -47 0 1 0 22 -3 104-1 57 104 71.25 ENV ASD EQ Combinatio Max -47 0 1 0 13 -1 104-1 71.25 104 85.5 ENV ASD EQ Combinatio Max -47 0 1 0 4 0 104-1 85.5 104 99.75 ENV ASD EQ Combinatio Max -47 0 1 0 7 1 104-1 99.75 104 114 ENV ASD EQ Combinatio Max -47 0 1 0 18 2 104-1 114 104 0 ENV ASD EQ Combinatio Min -83 0 -1 0 -72 -10 104-1 0 104 14.25 ENV ASD EQ Combinatio Min -83 0 -1 0 -60 -8 104-1 14.25 104 28.5 ENV ASD EQ Combinatio Min -83 0 -1 0 -49 -7 104-1 28.5 104 42.75 ENV ASD EQ Combinatio Min -83 0 -1 0 -38 -5 104-1 42.75 104 57 ENV ASD EQ Combinatia Min -84 0 -1 0 -27 -4 104-1 57 104 71.25 ENV ASD EQ CombinatioMin -84 0 -1 0 -16 -2 104-1 71.25 104 85.5 ENV ASD EQ Combinatio Min -84 0 -1 0 -4 -1 104-1 85.5 104 99.75 ENV ASD EQ Combinatio Min -85 0 -1 0 -6 1 104-1 99.75 104 114 ENV ASD EQ Combinatio Min -85 0 -1 0 -15 2 104-1 114 108 0 ENV ASD EQ Combinatio Max -48 0 1 0 60 10 108-1 0 108 14.25 ENV ASD EQ Combinatio Max -49 0 1 0 50 9 108-1 14.25 108 28.5 ENV ASD EQ Combinatio Max -49 0 1 0 41 7 108-1 28.5 108 42.75 ENV ASD EQ Combinatio Max -49 0 1 0 32 5 108-1 42.75 108 57 ENV ASD EQ Combinatio Max -49 0 1 0 22 4 108-1 57 108 71.25 ENV ASD EQ Combinatio Max -49 0 1 0 13 2 108-1 71.25 108 85.5 ENV ASD EQ Combinatio Max -50 0 1 0 4 1 108-1 85.5 108 99.75 ENV ASD EQ Combinatio Max -50 0 1 0 8 0 108-1 99.75 108 114 ENV ASD EQ Combinatio Max -50 0 1 0 20 0 108-1 114 108 0 ENV ASD EQ Combinatio Min -81 0 -1 0 -80 1 108-1 0 108 14.25 ENV ASD EQ Combinatio Min -81 0 -1 0 -68 0 108-1 14.25 108 28.5 ENV ASD EQ Combinatio Min -81 0 -1 0 -55 0 108-1 28.5 108 42.75 ENV ASD EQ Combinatio Min -82 0 -1 0 -43 0 108-1 42.75 108 57 ENV ASD EQ Combinatio Min -82 0 -1 0 -30 0 108-1 57 108 71.25 ENV ASD EQ Combinatio Min -82 0 -1 0 -17 0 108-1 71.25 108 85.5 ENV ASD EQ Combinatio Min -83 0 -1 0 -5 0 108-1 85.5 108 99.75 ENV ASD EQ Combinatio Min -83 0 -1 0 -6 -1 108-1 99.75 108 114 ENV ASD EQ Combinatio Min -83 0 -1 0 -15 -3 108-1 114 112 0 ENV ASD EQ Combinatio Max -47 0 1 0 61 -4 112-1 0 112 14.25 ENV ASD EQ Combinatio Max -48 0 1 0 52 -4 112-1 14.25 112 28.5 ENV ASD EQ Combinatio Max -48 0 1 0 42 -3 112-1 28.5 112 42.75 ENV ASD EQ Combinatic Max -48 0 1 0 32 -2 112-1 42.75 112 57 ENV ASD EQ Combinatic Max -48 0 1 0 23 -2 112-1 57 112 71.25 ENV ASD EQ Combinatio Max -48 0 1 0 13 -1 112-1 71.25 112 85.5 ENV ASD EQ Combinatio Max -48 0 1 0 4 0 112-1 85.5 112 99.75 ENV ASD EQ Combinatio Max -49 0 1 0 7 1 112-1 99.75 112 114 ENV ASD EQ Combinatio Max -49 0 1 0 19 3 112-1 114 112 0 ENV ASD EQ Combinatia Min -81 0 -1 0 -77 -10 112-1 0 112 14.25 ENV ASD EQ Combinatio Min -81 0 -1 0 -65 -9 112-1 14.25 112 28.5 ENV ASD EQ Combinatio Min -81 0 -1 0 -53 -7 112-1 28.5 112 42.75 ENV ASD EQ Combinatio Min -82 0 -1 0 -41 -5 112-1 42.75 112 57 ENV ASD EQ Combinatic Min -82 0 -1 0 -29 -4 112-1 57 112 71.25 ENV ASD EQ Combinatio Min -82 0 -1 0 -17 -2 112-1 71.25 112 85.5 ENV ASD EQ Combinatio Min -83 0 -1 0 -5 -1 112-1 85.5 112 99.75 ENV ASD EQ Combinatio Min -83 0 -1 0 -6 0 112-1 99.75 112 114 ENV ASD EQ Combinatio Min83. f (gC 4 0 1560 -1 0 -15 1 112-1 114 171 0 ENV ASD EQ Combinatio Max 50 1 0 63 8 171-1 0 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 171 14.25 ENV ASD EQ Combinatio Max -50 0 1 0 53 7 171-1 14.25 171 28.5 ENV ASD EQ Combinatio Max -50 0 1 0 43 6 171-1 28.5 171 42.75 ENV ASD EQ Combinatio Max -51 0 1 0 33 4 171-1 42.75 171 57 ENV ASD EQ Combinatio Max -51 0 1 0 24 3 171-1 57 171 71.25 ENV ASD EQ Combinatio Max -51 0 1 0 14 2 171-1 71.25 171 85.5 ENV ASD EQ Combinatio Max -51 0 1 0 4 1 171-1 85.5 171 99.75 ENV ASD EQ Combinatio Max -51 0 1 0 8 0 171-1 99.75 171 114 ENV ASD EQ Combinatio Max -52 0 1 0 22 1 171-1 114 171 0 ENV ASD EQ Combinatio Min -83 0 -1 0 -86 -4 171-1 0 171 14.25 ENV ASD EQ Combinatio Min -83 0 -1 0 -73 -4 171-1 14.25 171 28.5 ENV ASD EQ Combinatia Min -83 0 -1 0 -59 -3 171-1 28.5 171 42.75 ENV ASD EQ Combinatio Min -84 0 -1 0 -46 -2 171-1 42.75 171 57 ENV ASD EQ Combinatic Min -84 0 -1 0 -32 -2 171-1 57 171 71.25 ENV ASD EQ Combinatio Min -84 0 -1 0 -19 -1 171-1 71.25 171 85.5 ENV ASD EQ Combinatio Min -85 0 -1 0 -5 0 171-1 85.5 171 99.75 ENV ASD EQ Combinatio Min -85 0 -1 0 -6 -1 171-1 99.75 171 114 ENV ASD EQ Combinatio Min -85 0 -1 0 -16 -2 171-1 114 173 0 ENV ASD EQ Combinatio Max -40 0 1 0 59 4 173-1 0 173 14.25 ENV ASD EQ Combinatia Max -40 0 1 0 50 3 173-1 14.25 173 28.5 ENV ASD EQ Combinatia Max -40 0 1 0 40 3 173-1 28.5 173 42.75 ENV ASD EQ Combinatic Max -41 0 1 0 31 2 173-1 42.75 173 57 ENV ASD EQ Combinatio Max -41 0 1 0 22 1 173-1 57 173 71.25 ENV ASD EQ Combinatio Max -41 0 1 0 13 1 173-1 71.25 173 85.5 ENV ASO EQ Combinatio Max -41 0 1 0 4 0 173-1 85.5 173 99.75 ENV ASD EQ Combinatio Max -41 0 1 0 8 0 173-1 99.75 173 114 ENV ASD EQ Combinatio Max -42 0 1 0 21 -1 173-1 114 173 0 ENV ASD EQ Combinatia Min -70 0 -1 0 -83 2 173-1 0 173 14.25 ENV ASD EQ Combinatia Min -71 0 -1 0 -70 2 173-1 14.25 173 28.5 ENV ASD EQ Combinatio Min -71 0 -1 0 -57 2 173-1 28.5 173 42.75 ENV ASD EQ Combinatia Min -71 0 -1 0 -44 1 173-1 42.75 173 57 ENV ASD EQ Combinatia Min -71 0 -1 0 -31 1 173-1 57 173 71.25 ENV ASO EQ Combinatio Min -72 0 -1 0 -18 1 173-1 71.25 173 85.5 ENV ASD EQ Combinatio Min -72 0 -1 0 -5 0 173-1 85.5 173 99.75 ENV ASD EQ Combinatio Min -72 0 -1 0 -6 0 173-1 99.75 173 114 ENV ASD EQ Combinatia Min -73 0 -1 0 -15 -1 173-1 114 175 0 ENV ASD EQ Combinatic Max -48 0 1 0 68 -3 175-1 0 175 14.25 ENV ASD EQ Combinatio Max -48 0 1 0 57 -3 175-1 14.25 175 28.5 ENV ASD EQ Combinatio Max -48 0 1 0 47 -2 175-1 28.5 175 42.75 ENV ASD EQ Combinatia Max -49 0 1 0 36 -2 175-1 42.75 175 57 ENV ASO EQ Combinatia Max -49 0 1 0 25 -1 175-1 57 175 71.25 ENV ASD EQ Combinatio Max -49 0 1 0 15 -1 175-1 71.25 175 85.5 ENV ASD EQ Combinatio Max -49 0 1 0 4 0 175-1 85.5 175 99.75 ENV ASD EQ Combinatia Max -49 0 1 0 9 1 175-1 99.75 175 114 ENV ASD EQ Combinatio Max -49 0 1 0 25 3 175-1 114 175 0 ENV ASD EQ Combinatia Min -79 0 -1 0 -98 -10 175-1 0 175 14.25 ENV ASD EQ Combinatio Min -80 0 -1 0 -83 -9 175-1 14.25 175 28.5 ENV ASD EQ Combinatia Min -80 0 -1 0 -68 -7 175-1 28.5 175 42.75 ENV ASD EQ Combinatio Min -80 0 -1 0 -52 -5 175-1 42.75 175 57 ENV ASD EQ Combinatia Min -80 0 -1 0 -37 -4 175-1 57 175 71.25 ENV ASD EQ Combinatic Min -81 0 -1 0 -21 -2 175-1 71.25 175 85.5 ENV ASD EQ Combinatic Min -81 0 -1 0 -6 -1 175-1 85.5 175 99.75 ENV ASD EQ Combinatio Min -81 0 -1 0 -6 0 175-1 99.75 175 114 ENV ASD EQ Combinatic Min -82 0 -1 0 -17 1 175-1 114 177 0 ENV ASD EQ Combinatio Max -25 0 0 0 -38 -2 177-1 0 177 14.25 ENV ASD EQ Combinatia Max -25 0 0 0 -32 -1 177-1 14.25 177 28.5 ENV ASD EQ Combinatia Max -25 0 0 0 -26 -1 177-1 28.5 177 42.75 ENV ASO EQ Combinatia Max -25 0 0 0 -20 -1 177-1 42.75 177 57 ENV ASD EQ Combinatio Max -26 0 0 0 -14 -1 177-1 57 177 71.25 ENV ASD EQ Combinatic Max -26 0 0 0 -8 0 177-1 71.25 177 85.5 ENV ASD EQ Combinatic Max -26 0 0 0 -2 0 177-1 85.5 177 99.75 ENV ASD EQ Combinatic Max -26 0 0 0 7 0 177-1 99.75 177 114 ENV ASD EQ Combinatia Max -26 0 0 0 18 1 177-1 114 177 0 ENV ASD EQ Combinatio Min -57 0 -1 0 -71 -4 177-1 0 177 14.25 ENV ASD EQ Combinatio Min -58 0 -1 0 -60 -3 177-1 14.25 177 28.5 ENV ASD EQ Combinatio Min -58 0 -1 0 -48 -3 177-1 28.5 177 42.75 ENV ASD EQ Combinatio Min -58 0 -1 0 -37 -2 177-1 42.75 177 57 ENV ASO EQ Combinatia Min9. POgc 4b50--66 0 -1 0 -26 -1 177-1 57 177 71.25 ENV ASD EQ Combinatio Min -59 0 -1 0 -15 -1 177-1 71.25 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 177 85.5 ENV ASD EQ Combinatio Min -59 0 -1 0 -4 0 177-1 85.5 177 99.75 ENV ASD EQ Combinatia Min -59 0 -1 0 4 0 177-1 99.75 177 114 ENV ASD EQ Combinatia Min -60 0 -1 0 10 0 177-1 114 179 0 ENV ASD EQ Combinatia Max -24 0 0 0 -33 2 179-1 0 179 14.25 ENV ASD EQ Combinatic Max -24 0 0 0 -28 1 179-1 14.25 179 28.5 ENV ASD EQ Combinatia Max -24 0 0 0 -22 1 179-1 28.5 179 42.75 ENV ASD EQ Combinatio Max -25 0 0 0 -17 1 179-1 42.75 179 57 ENV ASD EQ Combinatio Max -25 0 0 0 -12 1 179-1 57 179 71.25 ENV ASD EQ Combinatia Max -25 0 0 0 -7 0 179-1 71.25 179 85.5 ENV ASD EQ Combinatic Max -25 0 0 0 -2 0 179-1 85.5 179 99.75 ENV ASD EQ Combinatia Max -25 0 0 0 5 0 179-1 99.75 179 114 ENV ASD EQ Combinatio Max -26 0 0 0 14 0 179-1 114 179 0 ENV ASD EQ Combinatia Min -53 0 -1 0 -57 1 179-1 0 179 14.25 ENV ASD EQ Combinatia Min -53 0 -1 0 -48 1 179-1 14.25 179 28.5 ENV ASD EQ Combinatia Min -53 0 -1 0 -39 1 179-1 28.5 179 42.75 ENV ASD EQ Combinatio Min -54 0 -1 0 -30 0 179-1 42.75 179 57 ENV ASD EQ Combinatia Min -54 0 -1 0 -21 0 179-1 57 179 71.25 ENV ASO EQ Combinatia Min -54 0 -1 0 -12 0 179-1 71.25 179 85.5 ENV ASO EQ Combinatia Min -55 0 -1 0 -3 0 179-1 85.5 179 99.75 ENV ASD EQ Combinatia Min -55 0 -1 0 3 0 179-1 99.75 179 114 ENV ASD EQ Combinatia Min -55 0 -1 0 8 0 179-1 114 181 0 ENV ASD EQ Combinatic Max -25 0 0 0 -34 7 181-1 0 181 14.25 ENV ASD EQ Combinatio Max -25 0 0 0 -29 6 181-1 14.25 181 28.5 ENV ASD EQ Combinatia Max -26 0 0 0 -24 5 181-1 28.5 181 42.75 ENV ASD EQ Combinatia Max -26 0 0 0 -18 4 181-1 42.75 181 57 ENV ASD EQ Combinatia Max -26 0 0 0 -13 3 181-1 57 181 71.25 ENV ASD EQ Combinatia Max -26 0 0 0 -7 2 181-1 71.25 181 85.5 ENV ASD EQ Combinatia Max -26 0 0 0 -2 0 181-1 85.5 181 99.75 ENV ASO EQ Combinatia Max -27 0 0 0 7 0 181-1 99.75 181 114 ENV ASO EQ Combinatia Max -27 0 0 0 18 0 181-1 114 181 0 ENV ASD EQ Combinatia Min -59 0 -1 0 -72 -1 181-1 0 181 14.25 ENV ASD EQ Combinatia Min -60 0 -1 0 -60 -1 181-1 14.25 181 28.5 ENV ASD EQ Combinatia Min -60 0 -1 0 -49 -1 181-1 28.5 181 42.75 ENV ASD EQ Combinatio Min -60 0 -1 0 -38 0 181-1 42.75 181 57 ENV ASD EQ Combinatia Min -61 0 -1 0 -27 0 181-1 57 181 71.25 ENV ASD EQ Combinatio Min -61 0 -1 0 -16 0 181-1 71.25 181 85.5 ENV ASD EQ Combinatia Min -61 0 -1 0 -4 0 181-1 85.5 181 99.75 ENV ASD EQ Combinatio Min -62 0 -1 0 3 -1 181-1 99.75 181 114 ENV ASD EQ Combinatia Min -62 0 -1 0 9 -2 181-1 114 183 0 ENV ASD EQ Combinatia Max -24 0 0 0 -30 -2 183-1 0 183 14.25 ENV ASD EQ Combinatio Max -25 0 0 0 -25 -1 183-1 14.25 183 28.5 ENV ASD EQ Combinatio Max -25 0 0 0 -20 -1 183-1 28.5 183 42.75 ENV ASO EQ Combinatio Max -25 0 0 0 -16 -1 183-1 42.75 183 57 ENV ASD EQ Combinatia Max -25 0 0 0 -11 -1 183-1 57 183 71.25 ENV ASD EQ Combinatia Max -25 0 0 0 -6 0 183-1 71.25 183 85.5 ENV ASD EQ Combinatia Max -26 0 0 0 -2 0 183-1 85.5 183 99.75 ENV ASD EQ Combinatia Max -26 0 0 0 7 1 183-1 99.75 183 114 ENV ASD EQ Combinatio Max -26 0 0 0 18 1 183-1 114 183 0 ENV ASD EQ Combinatia Min -58 0 -1 0 -70 -6 183-1 0 183 14.25 ENV ASD EQ Combinatia Min -59 0 -1 0 -59 -5 183-1 14.25 183 28.5 ENV ASD EQ Combinatia Min -59 0 -1 0 -48 -4 183-1 28.5 183 42.75 ENV ASD EQ Combinatio Min -59 0 -1 0 -37 -3 183-1 42.75 183 57 ENV ASD EQ Combinatic Min -60 0 -1 0 -26 -2 183-1 57 183 71.25 ENV ASD EQ Combinatia Min -60 0 -1 0 -15 -1 183-1 71.25 183 85.5 ENV ASD EQ Combinatio Min -60 0 -1 0 -4 0 183-1 85.5 183 99.75 ENV ASO EQ Combinatio Min -60 0 -1 0 3 0 183-1 99.75 183 114 ENV ASD EQ Combinatio Min -61 0 -1 0 7 0 183-1 114 185 0 ENV ASD EQ Combinatic Max -25 0 0 0 -32 5 185-1 0 185 14.25 ENV ASD EQ Combinatic Max -25 0 0 0 -27 4 185-1 14.25 185 28.5 ENV ASD EQ Combinatio Max -26 0 0 0 -22 4 185-1 28.5 185 42.75 ENV ASD EQ Combinatia Max -26 0 0 0 -17 3 185-1 42.75 185 57 ENV ASD EQ Combinatia Max -26 0 0 0 -12 2 185-1 57 185 71.25 ENV ASD EQ Combinatia Max -26 0 0 0 -7 1 185-1 71.25 185 85.5 ENV ASD EQ Combinatio Max -26 0 0 0 -2 0 185-1 85.5 185 99.75 ENV ASO EQ Combinatia Max -26 0 0 0 7 0 185-1 99.75 185 114 ENV ASD EQ Combinatio Max -27 0 0 0 18 0 185-1 114 185 0 ENV ASD EQ Combinatio Min Pogo 508, 0 -1 0 -70 1 185-1 0 185 14.25 ENV ASD EQ Combinatio Min -58 0 -1 0 -59 0 185-1 14.25 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 185 28.5 ENV ASD EQ Combinatio Min -59 0 -1 0 -48 0 185-1 28.5 185 42.75 ENV ASD EQ Combinatio Min -59 0 -1 0 -37 0 185-1 42.75 185 57 ENV ASD EQ Combinatio Min -59 0 -1 0 -26 0 185-1 57 185 71.25 ENV ASD EQ Combinatia Min -60 0 -1 0 -15 0 185-1 71.25 185 85.5 ENV ASD EQ Combinatio Min -60 0 . -1 0 -4 0 185-1 85.5 185 99.75 ENV ASD EQ Combinatio Min -60 0 -1 0 3 -1 185-1 99.75 185 114 ENV ASO EQ Combinatic Min -61 0 -1 0 8 -1 185-1 114 187 0 ENV ASD EQ Combinatio Max -24 0 0 0 -28 -4 187-1 0 187 14.25 ENV ASD EQ Combinatio Max -25 0 0 0 -23 -3 187-1 14.25 187 28.5 ENV ASO EQ Combinatia Max -25 0 0 0 -19 -3 187-1 28.5 187 42.75 ENV ASD EQ Combinatic Max -25 0 0 0 -15 -2 187-1 42.75 187 57 ENV ASD EQ Combinatio Max -25 0 0 0 -10 -1 187-1 57 187 71.25 ENV ASD EQ Combinatio Max -25 0 0 0 -6 -1 187-1 71.25 187 85.5 ENV ASD EQ Combinatio Max -26 0 0 0 -2 0 187-1 85.5 187 99.75 ENV ASD EQ Combinatio Max -26 0 0 0 7 1 187-1 99.75 187 114 ENV ASD EQ Combinatio Max -26 0 0 0 18 2 187-1 114 187 0 ENV ASD EQ Combinatio Min -59 0 -1 0 -71 -8 187-1 0 187 14.25 ENV ASD EQ Combinatic Min -59 0 -1 0 -60 -7 187-1 14.25 187 28.5 ENV ASD EQ Combinatic Min -59 0 -1 0 -49 -6 187-1 28.5 187 42.75 ENV ASD EQ Combinatic Min -60 0 -1 0 -38 -4 187-1 42.75 187 57 ENV ASO EQ Combinatic Min -60 0 -1 0 -27 -3 187-1 57 187 71.25 ENV ASO EQ Combinatic Min -60 0 -1 0 -15 -2 187-1 71.25 187 85.5 ENV ASO EQ Combinatic Min -61 0 -1 0 -4 -1 187-1 85.5 187 99.75 ENV ASD EQ Combinatio Min -61 0 -1 0 3 0 187-1 99.75 187 114 ENV ASD EQ Combinatic Min -61 0 -1 0 7 1 187-1 114 189 0 ENV ASD EQ Combinatio Max -23 0 0 0 -22 -2 189-1 0 189 14.25 ENV ASD EQ Combinatio Max -23 0 0 0 -19 -1 189-1 14.25 189 28.5 ENV ASD EQ Combinatio Max -24 0 0 0 -15 -1 189-1 28.5 189 42.75 ENV ASD EQ Combinatic Max -24 0 0 0 -12 -1 189-1 42.75 189 57 ENV ASD EQ Combinatic Max -24 0 0 0 -8 -1 189-1 57 189 71.25 ENV ASD EQ Combinatic Max -24 0 0 0 -5 0 189-1 71.25 189 85.5 ENV ASO EQ Combinatia Max -24 0 0 0 -1 0 189-1 85.5 189 99.75 ENV ASD EQ Combinatic Max -24 0 0 0 5 0 189-1 99.75 189 114 ENV ASD EQ Combinatic Max -25 0 0 0 14 1 189-1 114 189 0 ENV ASD EQ Combinatic Min -51 0 -1 0 -56 -5 189-1 0 189 14.25 ENV ASD EQ Combinatio Min -51 0 -1 0 -47 -4 189-1 14.25 189 28.5 ENV ASD EQ Combinatio Min -52 0 -1 0 -38 -3 189-1 28.5 189 42.75 ENV ASD EQ Combinatio Min -52 0 -1 0 -30 -2 189-1 42.75 189 57 ENV ASD EQ Combinatic Min -52 0 -1 0 -21 -2 189-1 57 189 71.25 ENV ASD EQ Combinatic Min -52 0 -1 0 -12 -1 189-1 71.25 189 85.5 ENV ASD EQ Combinatio Min -53 0 -1 0 -3 0 189-1 85.5 189 99.75 ENV ASD EQ Combinatio Min -53 0 -1 0 2 0 189-1 99.75 189 114 ENV ASD EQ Combinatia Min -53 0 -1 0 6 0 189-1 114 191 0 ENV ASO EQ Combinatia Max -22 0 0 0 -21 0 191-1 0 191 14.25 ENV ASD EQ Combinatic Max -22 0 0 0 -17 0 191-1 14.25 191 28.5 ENV ASD EQ Combinatic Max -22 0 0 0 -14 0 191-1 28.5 191 42.75 ENV ASD EQ Combinatio Max -22 0 0 0 -11 0 191-1 42.75 191 57 ENV ASD EQ Combinatio Max -23 0 0 0 -8 0 191-1 57 191 71.25 ENV ASD EQ Combinatio Max -23 0 0 0 -4 0 191-1 71.25 191 85.5 ENV ASD EQ Combinatia Max -23 0 0 0 -1 0 191-1 85.5 191 99.75 ENV ASD EQ Combinatio Max -23 0 0 0 6 1 191-1 99.75 191 114 ENV ASD EQ Combinatio Max -23 0 0 0 17 2 191-1 114 191 0 ENV ASD EQ Combinatic Min -53 0 -1 0 -67 -7 191-1 0 191 14.25 ENV ASD EQ Combinatio Min -53 0 -1 0 -57 -6 191-1 14.25 191 28.5 ENV ASD EQ Combinatic Min -54 0 -1 0 -46 -5 191-1 28.5 191 42.75 ENV ASD EQ Combinatio Min -54 0 -1 0 -36 -4 191-1 42.75 191 57 ENV ASD EQ Combinatio Min -54 0 -1 0 -25 -3 191-1 57 191 71.25 ENV ASD EQ Combinatio Min -55 0 -1 0 -15 -2 191-1 71.25 191 85.5 ENV ASD EQ Combinatia Min -55 0 -1 0 -4 0 191-1 85.5 191 99.75 ENV ASD EQ Combinatio Min -55 0 -1 0 2 0 191-1 99.75 191 114 ENV ASD EQ Combinatio Min -56 0 -1 0 5 0 191-1 114 193 0 ENV ASD EQ Combinatio Max -20 0 0 0 8 -3 193-1 0 193 14.25 ENV ASD EQ Combinatic Max -20 0 0 0 7 -3 193-1 14.25 193 28.5 ENV ASD EQ Combinatio Max -20 0 0 0 5 -2 193-1 28.5 193 42.75 ENV ASD EQ Combinatic Max -21 0 0 0 4 -2 193-1 42.75 193 57 ENV ASO EQ Combinatio Max -21 0 0 0 3 -1 193-1 57 193 71.25 ENV ASD EQ Combinatio Max Pogo -.21. 5ce 0 156 0 0 2 -1 193-1 71.25 193 85.5 ENV ASD EQ Combinatio Max -21 0 0 0 0 0 193-1 85.5 Date: 2/14/2017 Time. 4:54 PM File: catcs.xls , 193 99.75 ENV ASD EQ Combinatio Max -21 0 0 0 2 1 193-1 99.75 193 114 ENV ASD EQ Combinatia Max -21 0 0 0 5 2 193-1 114 193 0 ENV ASD EQ Combinatio Min -38 0 0 0 -21 -6 193-1 0 193 14.25 ENV ASD EQ Combinatio Min -38 0 0 0 -18 -5 193-1 14.25 193 28.5 ENV ASD EQ Combinatio Min -38 0 0 0 -14 -4 193-1 28.5 193 42.75 ENV ASD EQ Combinatio Min -39 0 0 0 -11 -3 193-1 42.75 193 57 ENV ASD EQ Combinatio Min -39 0 0 0 -8 -2 193-1 57 193 71.25 ENV ASD EQ Combinatia Min -39 0 0 0 -5 -1 193-1 71.25 193 85.5 ENV ASD EQ Combinatid Min -40 0 0 0 -1 0 193-1 85.5 193 99.75 ENV ASD EQ Combinatio Min -40 0 0 0 -1 0 193-1 99.75 193 114 ENV ASD EQ Combinatio Min -40 0 0 0 -2 1 193-1 114 195 0 ENV ASD EQ Combinatio Max -21 0 0 0 9 -2 195-1 0 195 14.25 ENV ASD EQ Combinatid Max -22 0 0 0 8 -2 195-1 14.25 195 28.5 ENV ASD EQ Combinatio Max -22 0 0 0 6 -1 195-1 28.5 195 42.75 ENV ASD EQ Combinatio Max -22 0 0 0 5 -1 195-1 42.75 195 57 ENV ASD EQ Combinatic Max -22 0 0 0 4 -1 195-1 57 195 71.25 ENV ASD EQ Combinatio Max -22 0 0 0 2 0 195-1 71.25 195 85.5 ENV ASD EQ Combinatio Max -23 0 0 0 1 0 195-1 85.5 195 99.75 ENV ASD EQ Combinatio Max -23 0 0 0 1 0 195-1 99.75 195 114 ENV ASD EQ Combinatio Max -23 0 0 0 4 1 195-1 114 195 0 ENV ASD EQ Combinatio Min -39 0 0 0 -15 -3 195-1 0 195 14.25 ENV ASD EQ Combinatio Min -39 0 0 0 -12 -3 195-1 14.25 195 28.5 ENV ASD EQ Combinatia Min -39 0 0 0 -10 -2 195-1 28.5 195 42.75 ENV ASD EQ Combinatid Min -40 0 0 0 -8 -2 195-1 42.75 195 57 ENV ASD EQ Combinatio Min -40 0 0 0 -5 -1 195-1 57 195 71.25 ENV ASD EQ Combinatio Min -40 0 0 0 -3 -1 195-1 71.25 195 85.5 ENV ASD EQ Combinatia Min -41 0 0 0 -1 0 195-1 85.5 195 99.75 ENV ASD EQ Combinatio Min -41 0 0 0 -1 0 195-1 99.75 195 114 ENV ASD EQ Combinatia Min -41 0 0 0 -2 1 195-1 114 197 0 ENV ASD EQ Combinatiq Max -22 0 0 0 9 -1 197-1 0 197 14.25 ENV ASD EQ Combinatic Max -22 0 0 0 8 -1 197-1 14.25 197 28.5 ENV ASD EQ Combinatio Max -22 0 0 0 6 -1 197-1 28.5 197 42.75 ENV ASD EQ Combinatio Max -22 0 0 0 5 -1 197-1 42.75 197 57 ENV ASD EQ Combinatio Max -22 0 0 0 3 -1 197-1 57 197 71.25 ENV ASD EQ Combinatio Max -23 0 0 0 2 0 197-1 71.25 197 85.5 ENV ASD EQ Combinatia Max -23 0 0 0 1 0 197-1 85.5 197 99.75 ENV ASD EQ Combinatiq Max -23 0 0 0 2 1 197-1 99.75 197 114 ENV ASD EQ Combinatic Max -23 0 0 0 5 1 197-1 114 197 0 ENV ASD EQ Combinatio Min -43 0 0 0 -21 -5 197-1 0 197 14.25 ENV ASD EQ Combinatio Min -43 0 0 0 -18 -5 197-1 14.25 197 28.5 ENV ASD EQ Combinatio Min -43 0 0 0 -15 -4 197-1 28.5 197 42.75 ENV ASD EQ Combinatio Min -44 0 0 0 -11 -3 197-1 42.75 197 57 ENV ASD EQ Combinatia Min -44 0 0 0 -8 -2 197-1 57 197 71.25 ENV ASD EQ Combinatid Min -44 0 0 0 -5 -1 197-1 71.25 197 85.5 ENV ASD EQ Combinatio Min -45 0 0 0 -1 0 197-1 85.5 197 99.75 ENV ASD EQ Combinatio Min -45 0 0 0 -1 0 197-1 99.75 197 114 ENV ASO EQ Combinatio Min -45 0 0 0 -2 0 197-1 114 199 0 ENV ASD EQ Combinatio Max -22 0 0 0 10 2 199-1 0 199 14.25 ENV ASD EQ Combinatio Max -22 0 0 0 9 2 199-1 14.25 199 28.5 ENV ASD EQ Combinatio Max -22 0 0 0 7 2 199-1 28.5 199 42.75 ENV ASD EQ Combinatio Max -23 0 0 0 6 1 199-1 42.75 199 57 ENV ASD EQ Combinatio Max -23 0 0 0 4 1 199-1 57 199 71.25 ENV ASD EQ Combinatio Max -23 0 0 0 2 1 199-1 71.25 199 85.5 ENV ASD EQ Combinatio Max -23 0 0 0 1 0 199-1 85.5 199 99.75 ENV ASO EQ Combinatio Max -23 0 0 0 2 0 199-1 99.75 199 114 ENV ASD EQ Combinatio Max -24 0 0 0 5 0 199-1 114 199 0 ENV ASD EQ Combinatio Min -42 0 0 0 -22 0 199-1 0 199 14.25 ENV ASO EQ Combinatia Min -43 0 0 0 -18 0 199-1 14.25 199 28.5 ENV ASD EQ Combinatio Min -43 0 0 0 -15 0 199-1 28.5 199 42.75 ENV ASD EQ Combinatia Min -43 0 0 0 -11 0 199-1 42.75 199 57 ENV ASD EQ Combinatio Min -44 0 0 0 -8 0 199-1 57 199 71.25 ENV ASD EQ Combinatio Min -44 0 0 0 -5 0 199-1 71.25 199 85.5 ENV ASD EQ Combinatio Min -44 0 0 0 -1 0 199-1 85.5 199 99.75 ENV ASD EQ Combinatio Min -45 0 0 0 -1 0 199-1 99.75 199 114 ENV ASO EQ Combinatio Min -45 0 0 0 -3 -1 199-1 114 201 0 ENV ASD EQ Combinatio Max -22 0 0 0 11 -1 201-1 0 201 14.25 ENV ASD EQ Combinatia Max ['OgC �2 0 1560 0 0 9 1 201-1 14.25 201 28.5 ENV ASO EQ Combinatio Max -22 0 0 8 -1 201-1 28.5 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 201 42.75 ENV ASD EQ Combinatio Max -22 0 0 0 6 -1 201-1 42.75 201 57 ENV ASD EQ Combinatio Max -22 0 0 0 4 0 201-1 57 201 71.25 ENV ASD EQ Combinatio Max -23 0 0 0 2 0 201-1 71.25 201 85.5 ENV ASD EQ CombinatickMax -23 0 0 0 1 0 201-1 85.5 201 99.75 ENV ASD EQ Combinatio Max -23 0 0 0 2 0 201-1 99.75 201 114 ENV ASD EQ Combinatio Max -23 0 0 0 6 1 201-1 114 201 0 ENV ASD EQ Combinatic Min -42 0 0 0 -22 -3 201-1 0 201 14.25 ENV ASD EQ Combinatic Min -43 0 0 0 -19 -2 201-1 14.25 201 28.5 ENV ASD EQ Combinatia Min -43 0 0 0 -15 -2 201-1 28.5 201 42.75 ENV ASD EQ Combinatic Min -43 0 0 0 -12 -2 201-1 42.75 201 57 ENV ASD EQ Combinatic Min -44 0 0 0 -8 -1 201-1 57 201 71.25 ENV ASD EQ Combinatic Min -44 0 0 0 -5 -1 201-1 71.25 201 85.5 ENV ASD EQ Combinatio Min -44 0 0 0 -1 0 201-1 85.5 201 99.75 ENV ASD EQ Combinatic Min -45 0 0 0 -1 0 201-1 99.75 201 114 ENV ASD EQ Combinatio Min -45 0 0 0 -3 0 201-1 114 203 0 ENV ASO EQ Combinatic Max -21 0 0 0 9 4 203-1 0 203 14.25 ENV ASD EQ Combinatic Max -22 0 0 0 8 4 203-1 14.25 203 28.5 ENV ASD EQ Combinatic Max -22 0 0 0 6 3 203-1 28.5 203 42.75 ENV ASD EQ Combinatic Max -22 0 0 0 5 2 203-1 42.75 203 57 ENV ASD EQ Combinatic Max -22 0 0 0 3 2 203-1 57 203 71.25 ENV ASD EQ Combinatia Max -22 0 0 0 2 1 203-1 71.25 203 85.5 ENV ASD EQ Combinatic Max -23 0 0 0 1 0 203-1 85.5 203 99.75 ENV ASD EQ Combinatic Max -23 0 0 0 2 0 203-1 99.75 203 114 ENV ASD EQ Combinatic Max -23 0 0 0 6 0 203-1 114 203 0 ENV ASD EQ Combinatio Min -43 0 0 0 -22 1 203-1 0 203 14.25 ENV ASD EQ Combinatio Min -44 0 0 0 -18 1 203-1 14.25 203 28.5 ENV ASD EQ Combinatio Min -44 0 0 0 -15 1 203-1 28.5 203 42.75 ENV ASD EQ Combinatic Min -44 0 0 0 -12 0 203-1 42.75 203 57 ENV ASD EQ Combinatic Min -44 0 0 0 -8 0 203-1 57 203 71.25 ENV ASD EQ Combinatic Min -45 0 0 0 -5 0 203-1 71.25 203 85.5 ENV ASD EQ Combinatic Min -45 0 0 0 -1 0 203-1 85.5 203 99.75 ENV ASD EQ Combinatio Min -45 0 0 0 -1 0 203-1 99.75 203 114 ENV ASD EQ Combinatio Min -46 0 0 0 -2 -1 203-1 114 205 0 ENV ASD EQ Combinatio Max -21 0 0 0 12 1 205-1 0 205 14.25 ENV ASO EQ Combinatic Max -21 0 0 0 10 1 205-1 14.25 205 28.5 ENV ASO EQ Combinatio Max -22 0 0 0 8 1 205-1 28.5 205 42.75 ENV ASD EQ Combinatic Max -22 0 0 0 6 0 205-1 42.75 205 57 ENV ASD EQ Combinatio Max -22 0 0 0 5 0 205-1 57 205 71.25 ENV ASD EQ Combinatio Max -22 0 0 0 3 0 205-1 71.25 205 85.5 ENV ASD EQ Combinatio Max -22 0 0 0 1 0 205-1 85.5 205 99.75 ENV ASD EQ Combinatia Max -22 0 0 0 1 0 205-1 99.75 205 114 ENV ASD EQ Combinatio Max -23 0 0 0 4 0 205-1 114 205 0 ENV ASD EQ Combinatic Min -40 0 0 0 -16 0 205-1 0 205 14.25 ENV ASD EQ Combinatio Min -41 0 0 0 -13 0 205-1 14.25 205 28.5 ENV ASO EQ Combinatio Min -41 0 0 0 -11 0 205-1 28.5 205 42.75 ENV ASD EQ Combinatio Min -41 0 0 0 -8 0 205-1 42.75 205 57 ENV ASD EQ Combinatia Min -41 0 0 0 -6 0 205-1 57 205 71.25 ENV ASD EQ Combinatio Min -42 0 0 0 -3 0 205-1 71.25 205 85.5 ENV ASD EQ Combinatio Min -42 0 0 0 -1 0 205-1 85.5 205 99.75 ENV ASD EQ Combinatio Min -42 0 0 0 -1 0 205-1 99.75 205 114 ENV ASD EQ Combinatio Min -43 0 0 0 -3 0 205-1 114 207 0 ENV ASD EQ Combinatio Max -21 0 0 0 12 2 207-1 0 207 14.25 ENV ASD EQ Combinatio Max -21 0 0 0 10 2 207-1 14.25 207 28.5 ENV ASD EQ Combinatio Max -21 0 0 0 8 2 207-1 28.5 207 42.75 ENV ASD EQ Combinatio Max -22 0 0 0 7 1 207-1 42.75 207 57 ENV ASO EQ Combinatio Max -22 0 0 0 5 1 207-1 57 207 71.25 ENV ASD EQ Combinatio Max -22 0 0 0 3 0 207-1 71.25 207 85.5 ENV ASD EQ Combinatio Max -22 0 0 0 1 0 207-1 85.5 207 99.75 ENV ASD EQ Combinatia Max -22 0 0 0 2 0 207-1 99.75 207 114 ENV ASD EQ Combinatio Max -23 0 0 0 6 1 207-1 114 207 0 ENV ASD EQ Combinatio Min -41 0 0 0 -23 -2 207-1 0 207 14.25 ENV ASD EQ Combinatio Min -41 0 0 0 -19 -2 207-1 14.25 207 28.5 ENV ASD EQ Combinatio Min -42 0 0 0 -16 -2 207-1 28.5 207 42.75 ENV ASD EQ Combinatio Min -42 0 0 0 -12 -1 207-1 42.75 207 57 ENV ASD EQ Combinatio Min -42 0 0 0 -9 -1 207-1 57 207 71.25 ENV ASO EQ Combinatio Min -43 0 0 0 -5 -1 207-1 71.25 207 85.5 ENV ASD EQ Combinatio Min Pcsgc 430 53 166 0 0 -1 0 207-1 85.5 207 99.75 ENV ASO EQ Combinatia Min 0% -43 0 0 0 -1 0 207-1 99.75 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 207 114 ENV ASD EQ Combinatia Min -44 0 0 0 -3 -1 207-1 114 209 0 ENV ASD EQ Combinatio Max -36 0 1 0 116 5 209-1 0 209 14.25 ENV ASD EQ Combinatio Max -36 0 1 0 98 4 209-1 14.25 209 28.5 ENV ASD EQ Combinatio Max -37 0 1 0 80 3 209-1 28.5 209 42.75 ENV ASD EQ Combinatio Max -37 0 1 0 61 2 209-1 42.75 209 57 ENV ASD EQ Combinatio Max -37 0 1 0 43 2 209-1 57 209 71.25 ENV ASD EQ Combinatio Max -37 0 1 0 25 1 209-1 71.25 209 85.5 ENV ASD EQ Combinatio Max -37 0 1 0 7 0 209-1 85.5 209 99.75 ENV ASD EQ Combinatio Max -38 0 1 0 -5 1 209-1 99.75 209 114 ENV ASO EQ Combinatio Max -38 0 1 0 -14 1 209-1 114 209 0 ENV ASD EQ Combinatio Min -59 0 1 0 55 -6 209-1 0 209 14.25 ENV ASD EQ Combinatio Min -60 0 1 0 46 -5 209-1 14.25 209 28.5 ENV ASD EQ Combinatio Min -60 0 1 0 38 -4 209-1 28.5 209 42.75 ENV ASD EQ Combinatid Min -60 0 1 0 29 -3 209-1 42.75 209 57 ENV ASD EQ Combinatio Min -61 0 1 0 21 -2 209-1 57 209 71.25 ENV ASD EQ Combinatio Min -61 0 1 0 12 -1 209-1 71.25 209 85.5 ENV ASD EQ Combinatio Min -61 0 1 0 3 0 209-1 85.5 209 99.75 ENV ASD EQ Combinatio Min -62 0 1 0 -11 0 209-1 99.75 209 114 ENV ASD EQ Combinatia Min -62 0 1 0 -29 -1 209-1 114 211 0 ENV ASD EQ Combinatid Max -36 0 1 0 118 -1 211-1 0 211 14.25 ENV ASD EQ Combinatio Max -36 0 1 0 99 -1 211-1 14.25 211 28.5 ENV ASO EQ Combinatio Max -36 0 1 0 81 -1 211-1 28.5 211 42.75 ENV ASD EQ Combinatio Max -36 0 1 0 62 0 211-1 42.75 211 57 ENV ASD EQ Combinatio Max -37 0 1 0 44 0 211-1 57 211 71.25 ENV ASD EQ Combinatia Max -37 0 1 0 26 0 211-1 71.25 211 85.5 ENV ASD EQ Combinatid Max -37 0 1 0 7 0 211-1 85.5 211 99.75 ENV ASD EQ Combinatid Max -37 0 1 0 -5 0 211-1 99.75 211 114 ENV ASD EQ Combinatio Max -37 0 1 0 -13 1 211-1 114 211 0 ENV ASO EQ Combinatio Min -61 0 1 0 53 -4 211-1 0 211 14.25 ENV ASD EQ Combinatio Min -61 0 1 0 45 -3 211-1 14.25 211 28.5 ENV ASD EQ Combinatio Min -61 0 1 0 36 -3 211-1 28.5 211 42.75 ENV ASD EQ Combinatia Min -62 0 1 0 28 -2 211-1 42.75 211 57 ENV ASD EQ Combinatia Min -62 0 1 0 20 -1 211-1 57 211 71.25 ENV ASD EQ Combinatid Min -62 0 1 0 11 -1 211-1 71.25 211 85.5 ENV ASD EQ Combinatio Min -63 0 1 0 3 0 211-1 85.5 211 99.75 ENV ASD EQ Combinatio Min -63 0 1 0 -11 0 211-1 99.75 211 114 ENV ASD EQ Combinatio Min -63 0 1 0 -30 0 211-1 114 213 0 ENV ASD EQ Combinatio Max -34 0 1 0 107 3 213-1 0 213 14.25 ENV ASD EQ Combinatio Max -34 0 1 0 90 3 213-1 14.25 213 28.5 ENV ASD EQ Combinatio Max -34 0 1 0 73 2 213-1 28.5 213 42.75 ENV ASD EQ Combinatid Max -34 0 1 0 57 2 213-1 42.75 213 57 ENV ASD EQ Combinatio Max -34 0 1 0 40 1 213-1 57 213 71.25 ENV ASO EQ Combinatio Max -35 0 1 0 23 1 213-1 71.25 213 85.5 ENV ASO EQ Combinatio Max -35 0 1 0 7 0 213-1 85.5 213 99.75 ENV ASD EQ Combinatio Max -35 0 1 0 -4 0 213-1 99.75 213 114 ENV ASD EQ Combinatio Max -35 0 1 0 -11 0 213-1 114 213 0 ENV ASD EQ Combinatio Min -61 0 0 0 43 2 213-1 0 213 14.25 ENV ASD EQ Combinatia Min -61 0 0 0 37 1 213-1 14.25 213 28.5 ENV ASD EQ Combinatia Min -61 0 0 0 30 1 213-1 28.5 213 42.75 ENV ASD EQ Combinatia Min -61 0 0 0 23 1 213-1 42.75 213 57 ENV ASD EQ Combinatio Min -62 0 0 0 16 1 213-1 57 213 71.25 ENV ASD EQ Combinatio Min -62 0 0 0 9 0 213-1 71.25 213 85.5 ENV ASD EQ Combinatia Min -62 0 0 0 3 0 213-1 85.5 213 99.75 ENV ASD EQ Combinatio Min -63 0 0 0 -10 0 213-1 99.75 213 114 ENV ASD EQ Combinatio Min -63 0 0 0 -27 -1 213-1 114 215 0 ENV ASD EQ Combinatio Max -34 0 1 0 119 1 215-1 0 215 14.25 ENV ASD EQ Combinatia Max -34 0 1 0 100 1 215-1 14.25 215 28.5 ENV ASD EQ Combinatia Max -35 0 1 0 82 1 215-1 28.5 215 42.75 ENV ASD EQ Combinatio Max -35 0 1 0 63 1 215-1 42.75 215 57 ENV ASD EQ Combinatio Max -35 0 1 0 44 0 215-1 57 215 71.25 ENV ASD EQ Combinatio Max -35 0 1 0 26 0 215-1 71.25 215 85.5 ENV ASD EQ Combinatio Max -35 0 1 0 7 0 215-1 85.5 215 99.75 ENV ASD EQ Combinatia Max -36 0 1 0 -4 0 215-1 99.75 215 114 ENV ASD EQ Combinatio Max -36 0 1 0 -11 1 215-1 114 215 0 ENV ASD EQ Combinatia Min -62 0 0 0 43 -3 215-1 0 215 14.25 ENV ASD EQ Combinatio Min -62 0 0 0 36 -3 215-1 14.25 215 28.5 ENV ASD EQ Combinatia Min row 3. 61o'166 0 0 0 30 -2 215-1 28.5 215 42.75 ENV ASD EQ Combinatia Min -63 0 0 0 23 -2 215-1 42.75 Date: 2/14/2017 Time: 4:54 PM File: calcs.xls 215 57 ENV ASD EQ Combinatic Min -63 0 0 0 16 -1 215-1 57 215 71.25 ENV ASD EQ Combinatic Min -64 0 0 0 9 -1 215-1 71.25 215 85.5 ENV ASD EQ Combinatic Min -64 0 0 0 3 0 215-1 85.5 215 99.75 ENV ASD EQ Combinatic Min -64 0 0 0 -11 0 215-1 99.75 215 114 ENV ASD EQ Combinatio Min -64 0 0 0 -30 0 215-1 114 218 0 ENV ASD EQ Combinatic Max -35 0 1 0 119 -1 218-1 0 218 14.25 ENV ASD EQ Combinatio Max -35 0 1 0 100 -1 218-1 14.25 218 28.5 ENV ASD EQ Combinatic Max -35 0 1 0 82 -1 218-1 28.5 218 42.75 ENV ASD EQ Combinatic Max -35 0 1 0 63 -1 218-1 42.75 218 57 ENV ASD EQ Combinatia Max -36 0 1 0 44 -1 218-1 57 218 71.25 ENV ASD EQ Combinatio Max -36 0 1 0 26 0 218-1 71.25 218 85.5 ENV ASD EQ Combinatic Max -36 0 1 0 7 0 218-1 85.5 218 99.75 ENV ASD EQ Combinatio Max -36 0 1 0 -4 0 218-1 99.75 218 114 ENV ASD EQ Combinatic Max -36 0 1 0 -11 1 218-1 114 218 0 ENV ASD EQ Combinatic Min -62 0 0 0 45 -2 218-1 0 218 14.25 ENV ASD EQ Combinatic Min -62 0 0 0 38 -2 218-1 14.25 218 28.5 ENV ASD EQ Combinatio Min -63 0 0 0 31 -2 218-1 28.5 218 42.75 ENV ASD EQ Combinatic Min -63 0 0 0 24 -1 218-1 42.75 218 57 ENV ASD EQ Combinatic Min -63 0 0 0 17 -1 218-1 57 218 71.25 ENV ASO EQ Combinatic Min -64 0 0 0 10 -1 218-1 71.25 218 85.5 ENV ASD EQ Combinatic Min -64 0 0 0 3 0 218-1 85.5 218 99.75 ENV ASD EQ Combinatic Min -64 0 0 0 -11 0 218-1 99.75 218 114 ENV ASO EQ Combinatia Min -65 0 0 0 -30 0 218-1 114 222 0 ENV ASO EQ Combinatic Max -32 0 1 0 106 0 222-1 0 222 14.25 ENV ASD EQ Combinatio Max -32 0 1 0 89 0 222-1 14.25 222 28.5 ENV ASD EQ Combinatio Max -32 0 1 0 73 0 222-1 28.5 222 42.75 ENV ASD EQ Combinatio Max -33 0 1 0 56 0 222-1 42.75 222 57 ENV ASD EQ Combinatic Max -33 0 1 0 40 0 222-1 57 222 71.25 ENV ASD EQ Combinatic Max -33 0 1 0 23 0 222-1 71.25 222 85.5 ENV ASD EQ Combinatio Max -33 0 1 0 6 0 222-1 85.5 222 99.75 ENV ASO EQ Combinatic Max -33 0 1 0 -3 0 222-1 99.75 222 114 ENV ASO EQ Combinatia Max -34 0 1 0 -9 1 222-1 114 222 0 ENV ASD EQ Combinatic Min -60 0 0 0 35 -4 222-1 0 222 14.25 ENV ASD EQ Combinatic Min -60 0 0 0 30 -3 222-1 14.25 222 28.5 ENV ASD EQ Combinatic Min -61 0 0 0 24 -3 222-1 28.5 222 42.75 ENV ASD EQ Combinatic Min -61 0 0 0 19 -2 222-1 42.75 222 57 ENV ASD EQ Combinatic Min -61 0 0 0 13 -1 222-1 57 222 71.25 ENV ASD EQ Combinatic Min -61 0 0 0 8 -1 222-1 71.25 222 85.5 ENV ASD EQ Combinatic Min -62 0 0 0 2 0 222-1 85.5 222 99.75 ENV ASD EQ Combinatic Min -62 0 0 0 -10 0 222-1 99.75 222 114 ENV ASD EQ Combinatic Min -62 0 0 0 -27 0 222-1 114 225 0 ENV ASD EQ Combinatia Max -31 0 1 0 115 -1 225-1 0 225 14.25 ENV ASD EQ Combinatic Max -31 0 1 0 97 0 225-1 14.25 225 28.5 ENV ASD EQ Combinatic Max -32 0 1 0 79 0 225-1 28.5 225 42.75 ENV ASD EQ Combinatic Max -32 0 1 0 61 0 225-1 42.75 225 57 ENV ASD EQ Combinatic Max -32 0 1 0 43 0 225-1 57 225 71.25 ENV ASD EQ Combinatio Max -32 0 1 0 25 0 225-1 71.25 225 85.5 ENV ASD EQ Combinatio Max -32 0 1 0 7 0 225-1 85.5 225 99.75 ENV ASD EQ Combinatic Max -33 0 1 0 -3 1 225-1 99.75 225 114 ENV ASD EQ Combinatia Max -33 0 1 0 -8 2 225-1 114 225 0 ENV ASD EQ Combinatic Min -59 0 0 0 32 -6 225-1 0 225 14.25 ENV ASD EQ Combinatio Min -59 0 0 0 27 -5 225-1 14.25 225 28.5 ENV ASD EQ Combinatic Min -59 0 0 0 22 -4 225-1 28.5 225 42.75 ENV ASO EQ Combinatic Min -60 0 0 0 17 -3 225-1 42.75 225 57 ENV ASO EQ Combinatic Min -60 0 0 0 12 -2 225-1 57 225 71.25 ENV ASD EQ Combinatic Min -60 0 0 0 7 -1 225-1 71.25 225 85.5 ENV ASD EQ Combinatic Min -61 0 0 0 2 0 225-1 85.5 225 99.75 ENV ASD EQ Combinatio Min -61 0 0 0 -11 0 225-1 99.75 225 114 ENV ASD EQ Combinatio Min -61 0 0 0 -29 0 225-1 114 227 0 ENV ASD EQ Combinatic Max -28 0 1 0 111 -7 227-1 0 227 14.25 ENV ASD EQ Combinatic Max -29 0 1 0 93 -6 227-1 14.25 227 28.5 ENV ASD EQ Combinatia Max -29 0 1 0 76 -5 227-1 28.5 227 42.75 ENV ASD EQ Combinatic Max -29 0 1 0 59 -4 227-1 42.75 227 57 ENV ASD EQ Combinatic Max -29 0 1 0 41 -2 227-1 57 227 71.25 ENV ASD EQ Combinatic Max -29 0 1 0 24 -1 227-1 71.25 227 85.5 ENV ASD EQ Combinatia Max -30 0 1 0 7 0 227-1 85.5 227 99.75 ENV ASD EQ Combinatic Max0. Ptsgc 5530e 0 156 1 0 -3 1 227-1 99.75 227 114 ENV ASD EQ Combinatic Max -30 0 1 0 -7 2 227-1 114 Date: 2/14/2017 Time 4:54 PM File: calcs.xls 227 0 ENV ASD EQ Combinatio Min -55 0 0 0 29 -9 227-1 0 227 14.25 ENV ASD EQ Combinatio Min -56 0 0 0 24 -7 227-1 14.25 227 28.5 ENV ASD EQ Combinatio Min -56 0 0 0 20 -6 227-1 28.5 227 42.75 ENV ASO EQ Combinatio Min -56 0 0 0 15 -5 227-1 42.75 227 57 ENV ASD EQ Combinatio Min -57 0 0 0 11 -3 227-1 57 227 71.25 ENV ASD EQ Combinatia Min -57 0 0 0 6 -2 227-1 71.25 227 85.5 ENV ASD EQ Combinatio Min -57 0 0 0 2 -1 227-1 85.5 227 99.75 ENV ASO EQ Combinatia Min -58 0 0 0 -11 1 227-1 99.75 227 114 ENV ASD EQ Combinatio Min -58 0 0 0 -28 2 227-1 114 Page 56 of 156 F. NEW PLINTH DESIGN Page 57 of 156 Check minimum reinforcement in plinths Minimum wall reinforcement per ACI 318-14, Table 11.6.1: Pvert := 0.0015 Phoriz := 0.0025 Plinthik spacinghoriz.A :=12 in widthplinth.A:= 4 ft + 6 in As.horiz.req.A:= widthplinth.A. sPainghoriz.A' Phariz = 1.62 in2 As.horiz.req.A .4 2 dbar.horiz.min.A:= = 1.02 in 7T Use #9 @ 12" o.c. horizontal reinforcement dbar.horiz.A:= 1.125 in check :_ if dbar.horiz.A 1 dbar.horiz.min.A "OK" else "NG" check= "OK" Page 58 of 156 spacing veil .A:=18 in `4s.vert.req.A'= widthplinth.A' sPacingvert.A' Pvert =1.46 in2 dbar.vert.min.A'= As.vert.req.A• 4 2 7r — 0.96 in Use #8 @ 18" o.c. vertical reinforcement dbar.vert.A'= 1.0 in check := if dbar.vert.A 2 dbar.vert.min.A II "OK" else 11 "NG" check= "OK" Page 59 of 156 Plinth B HORIZONTAL REINFORCEMENT spacing riz.B :=18 in widthplinth.B := 2 ft + 8 in As.horiz.req.B := widthplinth.B . spacinghoriz.B • Phoriz = 1.44 int dbar.horiz.rnin.B :_ As.horiz.req.B . 4 2 7r Use #8 @ 18" o.c. horizontal reinforcement dbar.horiz.B :_ = 0.96 in check= 1.0 in if dbar.horiz.B dbar.horiz.rnin.B "OK" else "NG" check= "OK" VERTICAL REINFORCEMENT spacingvert.B:=12 in As.vert.req.B := widthplinth.B • spaC2ngvert.B • Pvert = 0.58 int Page 60 of 156 As.vert.req.B 4 2 dbar.vert.min.B:= =0.61 in IT Use #8 @ 18" o.c. vertical reinforcement dbar.vert.B:=1.00 in check :_ #8 required to meet As,min per ACI 9.6.1.2 if dbar.vert.B > dbar.vert.min.B 11"°K" else II "NG" ,check = "OK" Page 61 of 156 Check bending capacity of plinth Per ACi318-14, chapter 22.3 Plinth A dbar.vert.A =1.000 in fy:=60 ksi Bending capacity spacingvert.A =18.00 in f',:=4000 psi 2 dbar.vert.A As.horiz.A :_ 4 spacingvert.A 12 in linth.A = 54.00 in widthp Heightplinth :=184.8 in = 0.524 in2 d width 2 in dbar.vert.A = 51.50 in A °= plinth.A — 2 a _ As.horiz.A • fy —0.77 8n A 0.85•f'c•12 in cpMnA:=0.9•As.y z.A•fp•IdA— 2 =120.44 kip•ft Demand from Seismic loading SDS := 1.00 EQ.A,:= SDs • widthplinth.A • 12 in. 110 pcf =495.00 plf Tight weight conc W_idthpier.A.:= 22 ft + 3 in= 22.25 ft Widthapeniny.A:=13 ft+0 in=13.00 ft Heightopening := 8 ft + 0 in= 8.00 ft Heightmader.A := Height plinth — Heightopening = 7.40 ft Page 62 of 156 Seismic Moment demand Mu per lineal foot of plinth, accounting for the openings and including accelerating mass from 50 kip machine: M,,.A'= Widthp;e,A Heighty,,,u,2 ( Height,„ EQA• 2 Widthp,.A+EQA•Height,,,A•Width ,,;,,9q. Heightap 9+ 2 50 kip • SDs • Heightpm,, • ft Mu•A =118.34 kip • f t check if cpMnA>Mu•A "OK" else II "NG" i check = "OK" Page 63 of 156 — 118.34 kip •ft Plinth B dbar.vert.B = 1.000 in spacingvert.B =12.00 in widthplinth.B = 32.00 in Bending capacity IT • dbar.vert.B 2 12 in As.horiz.B'— • —0.785 int 4 spacingvert.B d width 2 in dbar.vert.B = 29.50 in B := plinth.B — 2 a _ As.horiz.B •fy =1.15 in B 0.85.f', • 12 in cpMnB:=0.9•As.horiz.B•fy•IdB— 2 J=102.22 kip•ft Demand from Seismic loading SDS :=1.00 EQB := SDS • widthplinth.B • 12 in • 150 pcf = 400.00 pl f Widthpier.B:=8 ft+3 in=8.25 ft Widthopening.B :=13 ft + 0 in =13.00 ft Height header,B := Heightptinth — Height opening = 7.40 ft Page 64 of 156 dbar.vert.B = 1.00 in normal weight conc Seismic Moment demand Mu per lineal foot of plinth, accounting for the openings: Heightpimth2 (Hei9htoi9 Height ,..a I EQB • Widthp ,B + EQB • Height ,..B • Width,,,9.B • +2M8:= )— 102.00 kip • ft Width,.B check if cpMnB Mu.B "OK" else 11 "NG" check = "OK" Page 65 of 156 Check slab cut out trench for required reinforcement Existing saw cut trench in the existing slab is located as shown on a picture below. The depth of the cut is 1'-6" the width is 1'-6". Top rebars have been cut, bottom rebars have not been cut. Trench will be filled with a grout and top bars spliced where required to transfer tension in the top of slab. F 128' 178' 9310 367 8062317 7662 310 7562[298] 7262[2B6]- 7062[278] 5581 [220] 3860[1521—\ 3360[132] r8660447-/- - 0 0 C • 1 EXISTING SAW Z -CUT 36-8 5!8' ok- 73'8 318' 457[18] r. 4.-6' plinth //// //// ]iii //// //// ti]] //// //// //// A Page 66 of 156 -71 18" deep existing cut in existing slab at two locatins. W co x Z % w/ l rr' - r+vt-av TNRU WEB 7RRUSV. 13ARS, SEE SPLICE DIET 'L. to 1/21/I9oLATION JT, C7 II1/ Tr ."IPE W/14611W Hi 06, LEAN GONG. FTG. APPR©x. 2=6ex 4L ID6x 1=o41-14ILK i 2 91- o%2p Slab cut out trenches are located as shown with the red gridlines on the picture below E. Ea y.. Deme Ran 5d.1 &oT a I=m flap 1V1W.)(a:'ni igg4QiC.i.d.v.zrz x.TIlve Z. Page 67 of 156 Required top slab reinforcement in direction perpendicular to the slab cut. .Odwe Draw 33MO, .wIr. NO. NWT Op.a„ds Web xx-ewxam.,w.ma..x. e®.i.am.a..x, Zoom in around the slab cut out: Ls]4_ Page 68 of 156 int Ast.SAPreq.intensity'= 0.0124 in in2 Ast.req'=Ast.SAPreq.intensity=0.149 ft SAP2000 FEM analysis shows that there is a tension at top of the concrete slab at the location of existing saw cut. Boeing will provide slab retrofit to transfer tensile Force between cut reinforcement ivt the direction perpendicular to the saw cut in the amount of 8.ikips (0.1-Sin2. * (aOksi * 0.q = s.1kips) per lineal foot of trench. Page 69 of 156 G. SAP2000 ANALYSIS OUTPUT Page 70 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Base Reactions, Part 1 of 2 Table: Base Reactions, Part 1 of 2 I OutputCase CaseType StepType ENV ASD Combination Max gravity ENV ASD Combination Min gravity ENV LRFD Combination Max ENV LRFD Combination Min GlobalFX GlobalFY GlobalFZ GlobalMX GlobalMY GlobalMZ GlobaiX GlobalY GlobalZ Kip Kip Kip Kip -in Kip -in Kip -in in _ in in 1.808E-08 3.583E-08 4049.627 892706.637 -2977806.29 3.012E-06 0 0 0 1.572E-08 3.499E-08 3999.627 882306.608 -3015006.29 2.953E-06 0 0 0 2.532E-08 1.561 E-08 Table: Base Reactions, Part 2 of 2 4052.894 5669.478 1249789.292 -3618007.6 3017438.121 0 0 0 4.899E-08 4859.553 1025352.661 -4221008.8 4.134E-06 0 0 0 Table: Base Reactions, Part 2 of 2 OutputCase StepType XCentroidF X in YCentroidF X in ZCentroidF X in XCentroidF YCentroidF Y Y in in ZCentroidF XCentroidF YCentroidF ZCentroidFZ Y Z Z in in in in ENV ASD Max gravity ENV ASD Min gravity ENV LRFD Max ENV LRFD Min 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 744.47 209.327 0 0 0 Table: Case - Static 1 - Load Assignments Table: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF TransAccSF- in/sec2 DL SW DL Machine weight CL DL Machine weight END LL machine accel CL LL machine accel END Load pattem Load pattem Load pattem Load pattern Load pattem DL Self weight DL Machine weight CL DL Machine weight END LL machine accel CL LL machine accel END 0 744.514 0 744.521 -0.055 0 744.514 220.402 -299.312 220.557 -306.827 744.514 220.402 -259.747 136.089 -353.545 Computers and Structures, Inc. Page 1 of 140 Page 71 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF TransAccSF in/sec2 LL Bed studs EQ transv EQ long test x test y test z LL machine accel NEAR END DL Machine weight NEAR END Load pattem Accel Accel Load pattem Load pattem Load pattem Load pattem Load pattem LL Bed studs Accel UY Accel UX test x test y test z LL machine accel NEAR END DL Machine weight NEAR END 386.4 386.4 Table: Frame Release Assignments 1 - General, Part 1 of 2 Table: Frame Release Assignments 1 - General, Part 1 of 2 Frame PI V21 V3I TI M2I M3I PJ V2J V3J. TJ M2J 16 17 21 53 58 118 217 219 221 223 235 236 237 238 247 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No No No No No No. No No No No Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes Yes No No Yes Yes Yes Yes Yes Yes Yes Yes No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No Yes No No No No No No No No No Yes No No No No Yes Yes No No No No No No No No Yes Computers and Structures, Inc. Page 2 of 140 Page 72 of 156 20170215-Plinth.sdb O t o 163 V c CD 13)E Q m C1) p)N CU • QN • 0 I COI E a) To m m� LL LL ✓ 1-) I"' • ILL O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZZZZZZZZZ Z. Z Z Z Z Z O 0 0 0 6 2 0 0 0 0 0 0 0 0 ZZZZ}}ZZZZZZZZ} (0 CO CO ccn 0) () I) (0 (- 00 N In CO N N C0 Cr) Cr) Cr) 7 N N N N N N N N N Frame Section Assignments 41 c en a) o C1< 0 0 C O 0 (.0 m E LL m co .0 AutoSelect a 0 0 C) n 0 E LL 7 7 7 7 7 7 7 7 7 7 7 7 7 7 (5(5(5(5(5(5(5(5(5(5(5(5(5(5 a) a) 0 0 0) a) a) a) a) a) a) a) a) a) O 0a000aa0a0000 CD m m d a) m a) a) a) a) d a) a) a) .5.Z. 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a Co co Eo co co Co Co co 0o Co Co co co co 0) 0 a) a) 0 d 0 0) a) a) a) a) a) a) a 'a 'a '0. 'a '0. 'a 'a 'a 'a 'a 'a '0. '0. CO CO CO CO CO CO CO 00 CO CO CO CO CO CO a¢addaadQ¢aada z z z_z z z z z z z z z z z CO m m ns m m m m m m m co CO CO 7 7 7 7 7 7 7 7 7 7 7 7 7 7 2 12 555555.55556555 - N C7 ' (0 (0 r- 00 0) O N (h 7 Page 3 of 140 Computers and Structures, Inc. Page 73 of 156 0N - W ,S - Wo CO N > LL N M Z ami COI 0 N to N O O Cl_ 49 0 E 0 c O co m E co LL a 20170215-Plinth.sdb 0. o. l0 N c O) 0 Iy m N C. la AutoSelect Oc c m N 0 coE LL 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 CO CO CO (O CO CO CO CO CO CO a) CO CO a) CO CO CO CO CO CO CO CO CO CO m CO CO CO 03 CO CO CO CO CO CO CO CO CO CD m m ) m w m a) a) w m m m d m CD m m m m CD m m m m m a) m m m m m m a) m m 00000000000000000000000000000000000000 N E E m X m E • a) a 7 7 aa o V - v - co V v co E co -o co am co o) a .(1)EE a 7 7 a"v a 7.a'a co 0 co E co co co rnCD rn� .a• te a EE E m m d m m m E a) a) a)m a) a) m m E 7 7 7 a 'a 'a 'a 'O..a 7 a 'a 'a 'a 'a 'a 'a a 7 a a a a a a •o v 'o co co co co co co V co co co co co co co co a co co co co co co v v -a co mmm4)4) 7 7 v p 0) 01 .c .c 0)0)0 0) °) E E E m • a) m m m m E • m m a) 0) m m m m E • m m m m 0) m E E a 'a 7 7 7 a 'a 'a a 'a 'a 7 a 'a 'a 0. 'a 'a 'a 'a 7 a '0. 'a 0. 'a 'a 7 7 cv co .0 p v CO CO CO CO CO co v CO CO CO co co co co . co co co co co co v tu rn ,m ,m C3)0) rn Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z `m CO - m Cm m C m Z e m 2 eco COCC CC m U U m 6 o) o) 0) (0 m CO as CO CO 7 c c c 7 ` (o Co a) 2 5t.) 5 7 7 0 U U U 7 7 2 i U Co co m m m co a) 7 • (o czczczpc m M m` CU m CO m CO 7 7 CL CL IL) (o n c0 Q) O - r N C ) cr '0 (O N- O co O N C) ct CO CO N- CO 0) 0 N C") (C) (O N- CO O) O N N (V CV N N N N N N CV () () (') el V 'Cr 'Cr N Q co (f) co Page 4 of 140 Computers and Structures, Inc. Page 74 of 156 20170215-Plinth.sdb ie 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 DC $ COMM C CO CD CO CO COal CO CO(13 00 CO aS CO COCO CO COCD CO CO (0 CO CO CO CO CO CO CO CO CO (0 CO m CO CO O 00000)00000)0)00)0)0)0)0000000)0)0)0) a) a) 0 a) (1) 0 0 0 0 to a o o o o o o o o o o rno o o o a o a o o o o o o o o 0 0 0 0 o o o d 'C"' T T >. >. >. CO E E E a) E E0 a) a) 0) a) 0) 0) 0) 0) a) 0) a) 0 0) 0) a) a) a) 0) 0) 0) 0) a) a) m 0 0) 0) a) 0) a) a) O. a • a 0. 0. 'a a C 7 7 7 7 7 0. 'a '0. '0. ' '0. '0. ' '0. ' ' 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'O. 'a 'a 0. a) co a -0 co co co co co co co co 7 r co 0o co m co CO CO CO CO CO CO .7 7. cO co 0o bO CO CO CO m CO CO co 00 •5 a 0 •0) .l m E E E m E E m m m m a) d m 0 m a) a) a) a) a) m m a a_) 0 a) a) d d a) a) a) a) a) a) m a) a) C (A 7 7 7 0. 7 7 a a a a a a a a a a a a O. a a a a a a a a a a a a a a a a a a a E c aavcOv-000o0o0ococococococococococoaocococo000ococococococococoaoao000oco c i< 'a a 'm 'a 'm ) — c c •c c y w Q c O 0 0 CO w 0 .0 E 0 a) ¢aa¢d¢¢¢¢¢aa¢¢¢aa¢aaddddadda¢daaaQaa¢d ,�; zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz 01< a (0 1- 0. 0 O M cis ZE cis iTs 7 7 7 N0 • O 0) — 0) 0) c C C C 7 C C CO CO CO 2 as (0 U 0 U U 0 0 C CO CO CO a) (0 CO CO CO CO CO CO CO CO CO CO CO CO a3 CO CO CO N 00 CO CO CO CO a) CO CO (0 CO 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 0 0 0 U U U U U U 0 U U 0 U U U U U U U U U U U U U U U U U U U 0 C) 10 CO N- W CO O N M (0 CO r` CO 0) 0 N C) st 10 CO N- a) O) ON C) Nr (o CO N. CO 0) 0 (C) (n (C) 10 )n )n (O CO CO (0 (O (O CO CO C0 CO (O r N. n t` r� r• -•N. N- F- r- co co co co co co co co co co O) LL Page 5 of 140 Computers and Structures, Inc. Page 75 of 156 20170215-Plinth.sdb I� m c • 'u) 0 Eic c O u 0 E LL a AutoSelect O v m N 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 3 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 0) m m ( m N m m 0) 0) 0) 0) 0) 0) ( N 0) 0) 0) ( m m 0) 0) 0) 0) 0) 0) 0) N 0) 0) 0 0) 0) 0) 0) 0) CU m m m m m m m m m m m m m m m m m m m m mm m m m m m m m m m m m m m m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . v >. > . > > > ' • ' • • ' ' ' ' ' ' • ' ' ' . ' ' ' ' E E m E E Em m m m m m m m m m m m m m m m m m m CU CD m min min m 'j'mj•m'j 'a a a a a a a a a a a a a Oa a O. CL a a a a a v a va a a a j a j a a o co co co co o o o ow000000bo'OD ocococ Ebo ECO�CO�COCO�•CO�CO�CO • C 'C •0) 0) 0) C •C •C >. T m m m m m m m m m ,0) m m m m m' m m m m m m m 0 na) X a) E °' E a) °� E °� E °� E 'a'a:a_a'a _a:a-a._a a:a:a:a'a'a aaaa 'a'a 'a'a-, -a a 7 �. 7 a a 7 a 7 a 7 co (0 6 co co cO w w c co co co co co co co Eo co Eo Eo co 5O co Eco E cO v w . c Co v co v Eo v m • 5, •5> .� � •5) .0) • c .c -c Qaasa¢ddddaQ¢aa<4<4<4 a a¢ Q¢ adaQQaaa¢d¢d zzzzzzzzzzzz222222zzzzz222222zzzzzzzzz _m m m _`m ' m `m CO" O 0000000000000000000000 7 0) 7 0) 7 0) 7 CO 0) 7 4F1 7 f0 7 N 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 c 7 C 7 c 7 c 7 7 C 7 C 7 c 7 e e E 2 2 e _e e e e e 2 e e e .e e e e e e e m 2 0) 2 0) a 0) e e m .e 03 a l0 2 U U U U U U U U U U U U U U U U U U U U U U U U y U 5 (.3 y U U • CU 5 U U y N (n (0 h a0 O) O N M Val co IN CO Q) OA- N (+) 7 1) CO 1� CO Q) 0 ( it 1A (0 h CO Of CO 0 0 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N N N N N Page 6 of 140 Computers and Structures, Inc. Page 76 of 156 20170215-Plinth.sdb iI- I C Ic 0 0) E (5 IL 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7. 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 co CO CO CO CO CO CO N CO CO CO CO CO CO CO m a) CO CO CO O) 03 (0 c0 03 CO CO CO (0 m CO CO (O OS OS N @ c0 0) N N 0) a) 0) 0) 0 a) 0 0) 0 N O) 0) a) a) Cl) 0) 0) 0) N a) 0) 0) 0) 0) 0 N a) O) a) 0) a) a) 0) 0) 00000000000000000000000000000000000000 N 0) 0 a) 0) ) a) a) 0) 0) 0) 0) 0) a) 0) a) 0) (1) 0) 0) a) a) 0) 0) 0) 0) a) a) a) a) a) a) a) 0) 0) a) 0) a) 0) .a 5..0..0. .a .a .a .a .a 0.a a .a .a .a .5..5..0..a .a .a a..0. -a_ ,0. ,a .a a ,a ,a ,a .a 0. ,a ,a .Q .Q ,a co co co co co co co co co op co op co co co co co co co co co co co co co co co co co eo co co co co co co bo co 0) N 0) 0) 0) 0) 0) 0) 0) N a) a) 0 a) 0) N 0) a) a) 0) 0) 0) N 0) Q) a) N 0 0) 0) 0) 0) 0) 0) 0 N 0 N n '0. a *a O..a .a "0. 0. 70. a a 0. 0. a 0. a 0. O. 'a '0. 'a 'a 'a 'a 'a 'a 'n a 'a 'a 'a 'a '0. . co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co , co co co co co co co ¢QQaaadaaadadadQgQd¢adaaadddaaQaQadad¢ z z z z z z z z z z z z z z z z z z z• � z Z Z Z Z Z Z Z z zz z • z Z Z Z Z Z Z 151515151515(515151515151515151515151515151515(51515151515(5(5 15(51515151515 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 17 7 7 7 7 7 7 �_ �_ �_ �_ �_ a e e e e e 2 2 e e E 2 e e e e e e 2 e 2 e e 2 e e e e e E i e U U U U U U U U U U U C O O Q Q O O Q O O O O Q Q O Q 5 5 5 5 0 5 O D U U U M u7 h O) M cn N- 0) C7 c0 r— O M u, 1� O) 'O ` N M to cb r— co O O Cl c ) l) )- () () M () (") 7 (0 c0 .c0 c0 (0 (O (D CO CO CO )s n r n h Ns n Ps N- n .CO CO CO Co oo ( CO CO CO Page 7 of 140 Computers and Structures, Inc. Page 77 of 156 ICS a) (0 a) V J O N r O O O Q O 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 CO(O CO 03 a) (O CO CO a) CO CO (O 03 (6 CO N as CO CO CO CO N N CO CO N N CO CO a) CO CO CO CO CO CO a) CO R 000000000000000000000000000000.00000000 20170215-Plinth.sdb a) a) a) a) a) cu a) a) a) a) a) a) a) a) a) a) a) a) a) a) m a) a) a) w 0 m m m E a) E m E a) E m a) C a 'a 'a 'a z. '0.'0.'0.'0. 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a '0.'a '0. 'a 'a 'a 'a 'a 7 a 7 a 7 O. 7 O. 'a CDv v v eoco0obobobobobocoeococ0cocomsoeoeoBO BObOBO BOcobococoweo.eo oeo aeo.obobo ® CI >, > >. a) a) a) m a) m a) a) a) a) a) m a) a) a) a) a) a) a) a) a) a) a) a) (1) a) a) a) a) E a) E m E a) E m yC N. a a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a 'a '0. 'a 'a 'a 'a a 'a 0. 0. 0. j 0. 0. 0. 'O.a E C c c c 66666c0c066666666cobo.66 bOc 6c 666x;0. co. co a c0 co C) a .� .a .a .a (0 C O V r) QQ Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q zzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzzz Aul i `m m` _m m co as co co co m as m m co co as co co co co co as co as as as co co co co co as as 3 coz co 7 o 7 m m C 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 C 7c.7c7 C 7 7 �_ �_ 0 0 0 0 0 0 a O e 0 0 0 0 0 0 0 0 0 0 e 2 e e e e 2 ° o° (O ° a) a a) 2 E c.) c.) c.) c.) .) c.) c.) c) c.) 6 c.) c.) c.) 5 c.) b o b c) 5 c) 0 c.) c.) (.) c.) c.) c.) c.) a o v v a U c.) co) d' CC CC Cr m a0 co O N C) (n CD I- CO O) O N C) V 10 (0 N- CO 0) O N C') (0 (D h 00 0) O - N (") N 10 ao co 0) 0) C) 0) CO 0) 0) 0) 0) O) 0 0 0 0 CO 0 0 0 0 0 N N N N N Cl LL- N N N N C( N N Cl N N N N N N N N N CV N N N N N N N N Page 8 of 140 Computers and Structures, Inc. 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Page 82 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Table: Joint Coordinates, Part 1 of 2 r Joint CoordSys CoordType XorR Y Z SpecialJt GlobaiX GlobalY GlobalZ in in in in in in 1 Machine weight Cartesian 0 416.001 0 No -24 416.001 0 2 Machine weight Cartesian 0 0 0 No -24 0 0 3 Machine weight Cartesian 1536 416.001 0 No 1512 416.001 0 4 Machine weight Cartesian 1536 0 0 No 1512 0 0 5 Machine weight Cartesian 24 416.001 0 No 0 416.001 0 6 Machine weight Cartesian 180 416.001 0 No 156 416.001 0 7 Machine weight Cartesian 348 416.001 0 No 324 416.001 0 8 Machine weight Cartesian 1512 416.001 0 No 1488 416.001 0 9 GLOBAL Cartesian 1488 359.001 0 No 1488 359.001 0 10 GLOBAL Cartesian 0 359.001 0 No 0 359.001 0 11 GLOBAL Cartesian 0 250 0 No 0 250 0 12 GLOBAL Cartesian 1488 250 0 No 1488 250 0 13 GLOBAL Cartesian 1488 166.001 0 No 1488 166.001 0 14 GLOBAL Cartesian 0 166.001 0 No 0 166.001 0 15 GLOBAL Cartesian 0 57 0 No 0 57 0 16 GLOBAL Cartesian 1488 57 0 No 1488 57 0 17 Machine weight Cartesian 1512 0 0 No 1488 0 0 18 Machine weight Cartesian 24 0 0 No 0 0 0 19 Wall A 2' w/5 Cartesian 180 0 0 No 156 0 0 openings 20 Wall G 4' w/3 Cartesian 46.9 416.001 184.8 No 22.9 416.001 184.8 openings 21 Machine weight Cartesian 24 416.001 184.8 No 0 416.001 184.8 22 Wall G 4' w/3 Cartesian 46.9 0 184.8 No 22.9 0 184.8 openings 23 Wall G 4' w/3 Cartesian -12.1 0 184.8 No -36.1 0 184.8 openings 24 Wall G 4' w/3 Cartesian 64.9 416.001 184.8 No 40.9 416.001 184.8 openings 25 Wall G 4' w/3 Cartesian 64.9 0 184.8 No 40.9 0 184.8 openings 26 Wall G 4' w/3 Cartesian 123.9 416.001 184.8 No 99.9 416.001 184.8 openings 27 Wall G 4' w/3 Cartesian 123.9 0 184.8 No 99.9 0 184.8 openings 28 Wall G 4' w/3 Cartesian -12.1 416.001 184.8 No -36.1 416.001 184.8 openings 29 GLOBAL Cartesian -36.1 416 165.1 No -36.1 416 165.1 Computers and Structures, Inc. Page 13 of 140 Page 83 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 r Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 30 GLOBAL Cartesian -36.1 0 165.1 No -36.1 0 165.1 31 Wall A 2' w/5 Cartesian 24 0 184.8 No 0 0 184.8 openings 32 GLOBAL Cartesian 99.9 0 165.1 No 99.9 0 165.1 34 GLOBAL Cartesian 99.9 416 165.1 No 99.9 416 165.1 35 GLOBAL Cartesian 40.9 416 165.1 No 40.9 416 165.1 36 GLOBAL Cartesian 22.9 416 165.1 No 22.9 416 165.1 37 GLOBAL Cartesian 22.9 0 165.1 No 22.9 0 165.1 38 GLOBAL Cartesian 40.9 0 165.1 No 40.9 0 165.1 44 Machine weight Cartesian 63 416.001 0 No 39 416.001 0 45 Machine weight Cartesian 6 434.002 0 No -18 434.002 0 46 GLOBAL Cartesian -18 387.501 0 No -18 387.501 0 47 Machine weight Cartesian 6 -18 0 No -18 -18 0 48 GLOBAL Cartesian -18 28.5 0 No -18 28.5 0 52 Machine weight Cartesian 102 416.001 0 No 78 416.001 0 53 GLOBAL Cartesian -18 57 0 No -18 57 0 54 GLOBAL Cartesian 0 416.001 -114 No 0 416.001 -114 57 Machine weight Cartesian 141 416.001 0 No 117 416.001 0 58 GLOBAL Cartesian 156 416.001 -114 No 156 416.001 -114 59 GLOBAL Cartesian 324 416.001 -114 No 324 416.001 -114 60 Machine weight Cartesian 348 0 0 No 324 0 0 61 Machine weight Cartesian 516 416.001 0 No 492 416.001 0 62 Machine weight Cartesian 516 0 0 No 492 0 0 63 Machine weight Cartesian 684 416.001 0 No 660 416.001 0 66 Machine weight Cartesian 684 0 0 No 660 0 0 67 Machine weight Cartesian 852 416.001 0 No 828 416.001 0 68 Machine weight Cartesian 852 0 0 No 828 0 0 69 Machine weight Cartesian 1020 416.001 0 No 996 416.001 0 70 GLOBAL Cartesian 1488 416.001 -114 No 1488 416.001 -114 71 GLOBAL Cartesian 1488 359.001 -114 No 1488 359.001 -114 72 Machine weight Cartesian 1020 0 0 No 996 0 0 73 Machine weight Cartesian 1188 416.001 0 No 1164 416.001 0 75 Machine weight Cartesian 222 416.001 0 No 198 416.001 0 76 Machine weight Cartesian 1188 0 0 No 1164 0 0 81 Machine weight Cartesian 264 416.001 0 No 240 416.001 0 83 Wall G 4' w/3 Cartesian 17.4 416.001 254 No -6.6 416.001 254 openings 86 Machine weight Cartesian 306 416.001 0 No 282 416.001 0 Computers and Structures, Inc. Page 14 of 140 Page 84 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010`1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 87 Wall G 4' w/3 Cartesian 17.4 0 254 No -6.6 0 254 openings 88 GLOBAL Cartesian 0 359.001 -114 No 0 359.001 -114 91 GLOBAL Cartesian 0 250 -114 No 0 250 -114 92 Wall G 4' w/3 Cartesian 46.9 416.001 254 No 22.9 416.001 254 openings 94 Machine weight Cartesian 390 416.001 0 No 366 416.001 0 95 Wall G 4' w/3 Cartesian 46.9 0 254 No 22.9 0 254 openings 96 Wall G 4' w/3 Cartesian -12.1 416.001 254 No -36.1 416.001 254 openings 99 Machine weight Cartesian 432 416.001 0 No 408 416.001 0 100 Wall G 4' w/3 Cartesian -12.1 0 254 No -36.1 0 254 openings 101 GLOBAL Cartesian 744 416.001 254 No 744 416.001 254 104 Machine weight Cartesian 474 416.001 0 No 450 416.001 0 105 GLOBAL Cartesian 744 0 254 No 744 0 254 106 GLOBAL Cartesian 1488 250 -114 No 1488 250 -114 109 GLOBAL Cartesian 1488 166.001 -114 No 1'488 166.001 -114 110 GLOBAL Cartesian 0 166.001 -114 No 0 166.001 -114 112 Machine weight Cartesian 558 416.001 0 No 534 416.001 0 113 GLOBAL Cartesian 0 57 -114 No 0 57 -114 114 GLOBAL Cartesian 1488 57 -114 No 1488 57 -114 117 Machine weight Cartesian 600 416.001 0 No 576 416.001 0 118 GLOBAL Cartesian 1488 0 -114 No 1488 0 -114 119 GLOBAL Cartesian 0 0 -114 No 0 0 -114 122 Machine weight Cartesian 642 416.001 0 No 618 416.001 0 123 GLOBAL Cartesian 156 0 -114 No 156 0 -114 124 GLOBAL Cartesian 324 0 -114 No 324 0 -114 127 GLOBAL Cartesian 492 416.001 -114 No 492 416.001 -114 128 GLOBAL Cartesian 492 0 -114 No 492 0 -114 131 GLOBAL Cartesian 660 416.00.1 -114 No 660 416.001 -114 132 Wall A 2' w/5 Cartesian 6 0 184.8 No -18 0 184.8 openings 136 GLOBAL Cartesian 660 0 -114 No 660 0 -114 137 GLOBAL Cartesian 828 416.001 -114 No 828' 416.001 -114 140 GLOBAL Cartesian 828 0 -114 No 828 0 -114 141 GLOBAL Cartesian 996 416.001 -114 No 996 416.001 -114 145 GLOBAL Cartesian 996 0 -114 No 996 0 -114 Computers and Structures, Inc. Page 15 of 140 Page 85 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 a Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 146 GLOBAL Cartesian 1164 416.001 -114 No 1164 416.001 -114 148 Machine weight Cartesian 894 416.001 0 No 870 416.001 0 149 GLOBAL Cartesian 1164 0 -114 No 1164 0 -114 150 GLOBAL Cartesian 1332 416.001 -114 No 1332 416.001 -114 153 Machine weight Cartesian 936 416.001 0 No 912 416.001 0 154 GLOBAL Cartesian 1332 0 -114 No 1332 0 -114 155 GLOBAL Cartesian 1332 359.001 -114 No 1332 359.001 -114 158 Machine weight Cartesian 978 416.001 0 No 954 416.001 0 159 GLOBAL Cartesian 1164 359.001 -114 No 1164 359.001 -114 160 GLOBAL Cartesian 996 359.001 -114 No 996 359.001 -114 163 GLOBAL Cartesian 828 359.001 -114 No 828 359.001 -114 164 GLOBAL Cartesian 660 359.001 -114 No 660 359.001 -114 166 Machine weight Cartesian 1062 416.001 0 No 1038 416.001 0 167 GLOBAL Cartesian 492 359.001 -114 No 492 359.001 -114 168 GLOBAL Cartesian 324 359.001 -114 No 324 359.001 -114 171 Machine weight Cartesian 1104 416.001 0 No 1080 416.001 0 172 GLOBAL Cartesian 156 359.001 -114 No 156 359.001 -114 173 GLOBAL Cartesian 156 250 -114 No 156 250 -114 176 Machine weight Cartesian 1146 416.001 0 No 1122 416.001 0 177 GLOBAL Cartesian 324 250 -114 No 324 250 -114 178 GLOBAL Cartesian 492 250 -114 No 492 250 -114 181 GLOBAL Cartesian 660 250 -114 No 660 250 -114 182 GLOBAL Cartesian 828 250 -114 No 828 250 -114 184 Machine weight Cartesian 1230 416.001 0 No 1206 416.001 0 185 GLOBAL Cartesian 996 250 -114 No 996 250 -114 186 GLOBAL Cartesian 1164 250 -114 No 1164 250 -114 189 Machine weight Cartesian 1272 416.001 0 No 1248 416.001 0 190 GLOBAL Cartesian 1332 • 250 -114 No 1332 250 -114 191 GLOBAL Cartesian 1332 166.001 -114 No 1332 166.001 -114 194 Machine weight Cartesian 1314 416.001 0 No 1290 416.001 0 195 GLOBAL Cartesian 1164 166.001 -114 No 1164 166.001 -114 196 GLOBAL Cartesian 996 166.001 -114 No 996 166.001 -114 199 GLOBAL Cartesian 828 166.001 -114 No 828 166.001 -114 200 GLOBAL Cartesian 660 166.001 -114 No 660 166.001 -114 202 Machine weight Cartesian 1395 416.001 0 No 1371 416.001 0 203 GLOBAL Cartesian 492 166.001 -114 No 492 166.001 -114 204 GLOBAL Cartesian 324 166.001 -114 No 324 166.001 -114 207 Machine weight Cartesian 1434 416.001 0 No 1410 416.001 0 Computers and Structures, Inc. Page 16 of 140 Page 86 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobaiX GlobalY GlobalZ in in in in in in 208 GLOBAL Cartesian 156 166.001 -114 No 156 166.001 -114 209 GLOBAL Cartesian 156 57 -114 No 156 57 -114 212 Machine weight Cartesian 1473 416.001 0 No 1449 416.001 0 213 GLOBAL Cartesian 324 57 -114 No 324 57 -114 214 GLOBAL Cartesian 492 57 -114 No 492 57 -114 217 GLOBAL Cartesian 660 57 -114 No 660 57 -114 218 GLOBAL Cartesian 828 57 -114 No 828 57 -114 220 GLOBAL Cartesian 996 57 -114 No 996 57 -114 221 GLOBAL Cartesian 1164 57 -114 No 1164 57 -114 223 GLOBAL Cartesian 1332 57 -114 No 1332 57 -114 224 Machine weight Cartesian 83 416.001 184.8 No 59 416.001 184.8 226 Wall A 2' w/5 Cartesian 83 0 184.8 No 59 0 184.8 openings 232 Wall G 4' w/3 Cartesian 64.9 416.001 254 No 40.9 416.001 254 openings 233 Wall G 4' w/3 Cartesian 64.9 0 254 No 40.9 0 254 openings 234 Wall G 4' w/3 Cartesian 123.9 416.001 254 No 99.9 416.001 254 openings 239 Wall G 4' w/3 Cartesian 17.4 208.001 254 No -6.6 208.001 254 openings 243 Wall G 4' w/3 Cartesian 123.9 0 254 No 99.9 0 254 openings 247 Wall G 4' w/3 Cartesian 94.4 416.001 254 No 70.4 416.001 254 openings 248 Wall G 4' w/3 Cartesian 94.4 0 254 No 70.4 0 254 openings 249 Wall G 4' w/3 Cartesian 94.4 208.001 254 No 70.4 208.001 254 openings 269 Machine weight Cartesian 1356 416.001 0 No 1332 416.001 0 270 Machine weight Cartesian 1200 0 0 No 1176 0 0 271 GLOBAL Cartesian 1332 359.001 0 No 1332 359.001 0 272 GLOBAL Cartesian 1164 359.001 0 No 1164 359.001 0 273 GLOBAL Cartesian 996 359.001 0 No 996 359.001 0 274 GLOBAL Cartesian 828 359.001 0 No 828 359.001 0 275 GLOBAL Cartesian 660 359.001 0 No 660 359.001 0 276 GLOBAL Cartesian 492 359.001 0 No 492 359.001 0 277 GLOBAL Cartesian 324 359.001 0 No 324 359.001 0 278 GLOBAL Cartesian 156 359.001 0 No 156 359.001 0 279 GLOBAL Cartesian 156 250 0 No 156 250 0 Computers and Structures, Inc. Page 17 of 140 Page 87 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ I in in in in in in 280 GLOBAL Cartesian 324 250 0 No 324 250 0 281 GLOBAL Cartesian 492 250 0 No 492 250 0 282 GLOBAL Cartesian 660 250 0 No 660 250 0 283 GLOBAL Cartesian 828 250 0 No 828 250 0 284 GLOBAL Cartesian 996 250 0 No 996 250 0 285 GLOBAL Cartesian 1164 250 0 No 1164 250 0 286 GLOBAL Cartesian 1332 250 0 No 1332 250 0 287 GLOBAL Cartesian 1332 166.001 0 No 1332 166.001 0 288 GLOBAL Cartesian 1164 166.001 0 No 1164 166.001 0 289 GLOBAL Cartesian 996 166.001 0 No 996 166.001 0 290 GLOBAL Cartesian 828 166.001 0 No 828 166.001 0 291 GLOBAL Cartesian 660 166.001 0 No 660 166.001 0 292 GLOBAL Cartesian 492 166.001 0 No 492 166.001 0 293 GLOBAL Cartesian 324 166.001 0 No 324 166.001 0 294 GLOBAL Cartesian 156 166.001 0 No 156 166.001 0 295 GLOBAL Cartesian 156 57 0 No 156 57 0 296 GLOBAL Cartesian 324 57 0 No 324 57 0 297 GLOBAL Cartesian 492 57 0 No 492 57 0 298 GLOBAL Cartesian 660 57 0 No 660 57 0 299 GLOBAL Cartesian 828 57 0 No 828 57 0 300 GLOBAL Cartesian 996 57 0 No 996 57 0 301 GLOBAL Cartesian 1164 57 0 No 1164 57 0 302 GLOBAL Cartesian 1332 57 0 No 1332 57 0 325 GLOBAL Cartesian 0 416.001 -228 No 0 416.001 -228 357 Wall A 2' w/5 Cartesian 1356 0 0 No 1332 0 • 0 openings 364 Wall A 2' w/5 Cartesian 1565.2 0 184.8 No 1541.2 0 184.8 openings 365 Wall A 2' w/5 Cartesian -18.1 0 184.8 No -42.1 0 184.8 openings 366 Wall A 2' w/5 Cartesian -3.913E-14 0 96 No -24 0 96 openings 368 Wall A 2' w/5 Cartesian -5.114E-14 0 114.9 No -24 0 114.9 openings 370 Wall. A 2' w/5 Cartesian -7.838E-14 0 165.1 No -24 0 165.1 openings 371 GLOBAL Cartesian 0 416.001 -416 No 0 416.001 -416 372 GLOBAL Cartesian 156 416.001 -416 No 156 416.001 -416 373 GLOBAL Cartesian 324 416.001 -416 No 324 416.001 -416 Computers and Structures, Inc. Page 18 of 140 Page 88 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 374 GLOBAL Cartesian 1488 416.001 -416 No 1488 416.001 -416 375 GLOBAL Cartesian 1488 359.001 -416 No 1488 359.001 -416 376 GLOBAL Cartesian 0 359.001 -416 No 0 359.001 -416 377 GLOBAL Cartesian 0 250 -416 No 0 250 -416 378 GLOBAL Cartesian 1488 250 -416 No 1488 250 -416 379 GLOBAL Cartesian 1488 166.001 -416 No 1488 166.001 -416 380 GLOBAL Cartesian • 0 166.001 -416 No 0 166.001 -416 381 GLOBAL Cartesian 0 57 -416 No 0 57 -416 382 GLOBAL Cartesian 1488 57 -416 No 1488 57 -416 383 GLOBAL Cartesian 1488 0 -416 No 1488 0 -416 384 GLOBAL Cartesian 0 0 -416 No 0 0 -416 385 GLOBAL Cartesian 156 0 -416 No 156 0 -416 386 GLOBAL Cartesian 324 0 -416 No 324 ' 0 -416 '387 GLOBAL Cartesian 492 416.001 -416 No 492. 416.001 -416 388 GLOBAL Cartesian 492 0 -416 No 492 0 -416 389 GLOBAL Cartesian 660 416.001 -416 No 660 416.001 -416 390 GLOBAL Cartesian 660 0 -416 No 660 0 -416 391 GLOBAL Cartesian 828 416.001 -416 No 828 416.001 -416 392 GLOBAL Cartesian 828 0 -416 No 828 0 -416 393 GLOBAL Cartesian 996 416.001 -416 No 996 416.001 -416 394 GLOBAL Cartesian 996 0 -416 No 996 0 -416 395 GLOBAL Cartesian 1164 416.001 -416 No 1164 416.001 -416 396 GLOBAL Cartesian 1164 0 -416 No 1164 0 -416 397 GLOBAL Cartesian 1332 416.001 -416 No 1332 416.001 -416 398 GLOBAL Cartesian 1332 0 -416 No 1332 0 -416 399 GLOBAL Cartesian 1332 359.001' -416 No 1332 . 359.001 -416 400 GLOBAL Cartesian 1164 359.001 -416 No 1164 359.001 -416 401 GLOBAL Cartesian 996 359.001 -416 No 996 359.001 -416 402 GLOBAL Cartesian 828 359.001 -416 No 828 359.001 -416 403 GLOBAL Cartesian 660 359.001 -416 No 660 359.001 -416 404 GLOBAL Cartesian 492 359.001 -416 No 492 359.001 -416 405 GLOBAL Cartesian 324 359.001 -416 No 324 359.001 -416 406 GLOBAL Cartesian 156 359.001 -416 No 156 359.001 -416 407 GLOBAL Cartesian 156 250 -416 No 156 250 -416 408 GLOBAL Cartesian 324 250 -416 No 324 250 -416 409 GLOBAL Cartesian 492 250 -416 No 492 250 -416 410 GLOBAL Cartesian 660 250 -416 No 660 250 -416 411 GLOBAL Cartesian 828 250 -416 No 828 250 -416 Computers and Structures, Inc. Page 19 of 140 Page 89 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint . CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 412 GLOBAL Cartesian 996 250 -416 No 996 250 -416 413 GLOBAL Cartesian 1164 250 -416 No 1164 250 -416 414 GLOBAL Cartesian 1332 250 -416 No 1332 250 -416 415 GLOBAL Cartesian 1332 166.001 -416 No 1332 166.001 -416 416 GLOBAL Cartesian 1164 166.001 -416 No 1164 166.001 -416 417 GLOBAL Cartesian 996 166.001 -416 No 996 166.001 -416 418 GLOBAL Cartesian 828 166.001 -416 No 828 166.001 -416 419 GLOBAL Cartesian 660 166.001 -416 No 660 166.001 -416 420 GLOBAL Cartesian 492 166.001 -416 No 492 166.001 -416 421 GLOBAL Cartesian 324 166.001 -416 No 324 166.001 -416 422 GLOBAL Cartesian 156 166.001 -416 No 156 166.001 -416 423 GLOBAL Cartesian 156 57 -416 No 156 57 -416 424 GLOBAL Cartesian 324 57 -416 No 324 57 -416 425 GLOBAL Cartesian 492 57 -416 No 492 57 -416 426 GLOBAL Cartesian 660 57 -416 No 660 57 -416 427 GLOBAL Cartesian 828 57 -416 No 828 57 -416 428 GLOBAL Cartesian 996 57 -416 No 996 57 -416 429 GLOBAL Cartesian 1164 57 -416 No 1164 57 -416 430 GLOBAL Cartesian 1332 57 -416 No 1332 57 -416 431 Machine weight Cartesian 24 -18 0 No 0 -18 0 432 Machine weight Cartesian 24 434.002 0 No 0 434.002 0 434 Machine weight Cartesian 180 434.002 0 No 156 434.002 0 .435 Machine weight Cartesian 348 -18 0 No 324 -18 0 436 Machine weight Cartesian 348 434.002 0 No 324 434.002 0 437 Machine weight Cartesian 516 . -18 0 No 492 -18 0 438 Machine weight Cartesian 516 434.002 0 No 492 434.002 0 439 Machine weight Cartesian 684 -18 0 No 660 -18 0 440 Machine weight Cartesian 684 434.002 0 No 660 434.002 0 441 Machine weight Cartesian 852 -18 0 No 828 -18 0 442 Machine weight Cartesian 852 434.002 0 No 828 434.002 0 443 Machine weight Cartesian 1020 -18 0 No 996 -18 0 444 Machine weight Cartesian 1020 434.002 0 No 996 434.002 0 445 Machine weight Cartesian 1188 -18 0 No 1164 -18 0 446 Machine weight Cartesian 1188 434.002 0 No 1164 434.002 0 448 Machine weight Cartesian 1356 434.002 0 No 1332 434.002. 0 449 Machine weight Cartesian 1512 -18 0 No 1488 -18 0 450 Machine weight Cartesian 1512 434.002 0 No 1488 434.002 0 451 Machine weight Cartesian 0 -18 0 No -24 -18 0 Computers and Structures, Inc. Page 20 of 140 Page 90 of 156 20170215-Plinth.sdb Table: Joint Coordinates, Part 1 of 2 SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 452 Machine weight 453 Machine weight 454 Machine weight 455 Wall A 2' w/5 openings 456 Wall A 2' w/5 openings 457 Wall A 2' w/5 openings 458 Wall A 2' w/5 openings 459 Wall A 2' w/5 openings 460 Wall A 2' w/5 openings 461 Wall A 2' w/5 openings 462 Wall A 2' w/5 openings 463 Wall A 2' w/5 openings 464 Wall A 2' w/5 openings 465 Wall A 2' w/5 openings 466 Wall A 2' w/5 openings 467 Wall A 2' w/5 openings 468 Wall A 2' w/5 openings 469 Wall A 2' w/5 openings 470 Wall A 2' w/5 openings 471 Wall A 2' w/5 openings 472 Wall A 2' w/5 openings 473 Wall A 2' w/5 openings Cartesian 1536 Cartesian 1536 Cartesian 0 Cartesian -18.1 Cartesian -9.592E-14 0 -18 434.002 434.002 0 0 0 0 165.1 No No No No 184.8 No Cartesian 180 0 96 Cartesian 180 0 114.9 No 156 Cartesian 180 0 165.1 No 156 Cartesian 180 0 184.8 No 156 Cartesian 336 0 0 No 312 Cartesian 336 0 96 No 312 0 96 Cartesian 336 0 114.9 No 312 0 114.9 Cartesian 336 0 165.1 No 312 0 165.1 Cartesian 336 0 184.8 No 312 0 184.8 Cartesian 435 0 0 No 411 0 0 Cartesian 435 0 96 No 411 0 96 Cartesian 435 0 114.9 No 411 0 114.9 Cartesian 435 0 165.1 No 411 0 165.1 • Cartesian 435 0 184.8 No 411 0 184.8 Cartesian 591 0 0 No 567 0 0 Cartesian 591 0 96 No 567 0 96 Cartesian 591 0 114.9 No 567 0 114.9 No 1512 1512 -24 -42.1 -18 434.002 434.002 0 0 0 0 165.1 -24 0 184.8 156 0 96 0 114.9 0 165.1 0 184.8 0 0 Computers and Structures, Inc. Page 21 of 140 Page 91 of 156 O cto o N a. >� LLC SAP2000 v18.2.0 N 0 t a 03 03 (0 0 0 0 c 0 m .0 Fco 20170215-Plinth.sdb N C co 0 CO O CO O CO 0) CO 0 CO 0) .- CO 0 CO 0) 0 a A A- .- a- A- a r r .- } c.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �a 0 0. )( C C'- C- CO (0 ' CO CO (0 N N N N ' N N. n n h O (D O O O CO CO N N N N N N N N N N n n ID CD 0 CO c0 0. CO CO CO CO CO CO 0) (n 0) O 0 O O 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 m z z Z z z z Z' z z z Z` z z z z z z z Z z z 0. 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N C N C N ,C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C N C Mo Mo 0o Mo f00 Mo Mo M0 0o M0 ,0o Mo Mo Mo Mo Mo foo foo mo 0o M0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 V' (n CO t` 00 0) (0 N C+) (n CO (` CD 0) ON C°) a n n r- Ps Ps N (n 0 CO (o (n CO CO 00 CO CO 0) 0) • CO 0) 0) v v v v v v v v v v v v v v v v v v v v v Page 22 of 140 Computers and Structures, Inc. Page 92 of 156 .0 F 20170215-Plinth.sdb N c .0 0 C7 >.. _c O 0 X 0 « (o 0 0 O. N N c >- C c O Q H S U ;T jN I' 0 IV 44. c O OD CO 0) I- CO (0 0) 4- CO (D 0) — CO r OJ CO CO 0) 4 .— CO v <0 v (ri g rn v (ri v 0' v ui v ui v v <0 v ici (ci <0 CD co c0 ((0 CO (D CO CO 1- CO CO CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO (D CO CO (D CO CO CV is CO (t- Cr0 Is. 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CciQaciQ0) 4))) G.) aC en a)):_�4))_�0))�aci�ciMO MO MO MO MO MO MO MO MO MO MO MO MO MO MO COO COO MO MO MO 0 0 (O CO h CO 0) 0 N co 4 co CD FO (0 4 (C] r- 0) 0 0) O) CA 0) 0) 0 O 0 0 0 0 O O N N a a a v v <0 (n (l) O u) u) (l) 0 l() (n (l) u) u) u) (n 0 Page 23 of 140 Computers and Structures, Inc. Page 93 of 156 r 0 CN Z ca 2 a) 1 (n 20170215-Plinth.sdb N c- 0 CO 0) .- co O CO 0) .- CO 0 CD 0) ,- 05 0 (0 a a (0 Ti a (0 CO ' rn a' (0 0co 0 .- >- c 0 0 ui (0 co CO CO CO CO CO CO (0 CO CO CO CO CD CO CD () CO (D CO CO CO CO a O X c a 0 R 0 a ca N c ›- c c_ O X 0 0 U 0 0 U « 0 - - . . a a a a a a a a a a a a a a a a a () () co co co O) co '0) c) O) co CO CD CO CO N N N N N 0) V' a 'Cr V' a 0) O) O) 0) CA (0 CD CD (0 CO N N N CN N CO N N N N N Cr) Cr) r) r) C+) CO CD CO (D CD CO (D 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z Z z Z z Z z z Z Z Z Z Z Z 0 CD 0) a- 0 0 CO 0) 0 0 CO O O 0 CO O) C0 0 co CO (O (D (D (D CD CD CD CD (D CD CO CO (D (D CO (0' CD CO (D CD . a V• . a a V' a a V' a a . . a'Cl" a a a a n n n n n Cr) r) Cr) Cr) r) O 0 0 0 0 • N N CO N CO V V' .4 V' V' CO (00 COO((00 (OD CO CO CO CD Cr) c C c c c C c c c c c C c c c c c c c c c N CO CO CO CO CO CO CO CO CO 00 CO CO C0 (0 CO CO (0 CO CO CO 'C C 'C CO (0 co 0 0 0 0 0 CO co 0 CO (c (0 N as 0 (0 co (0 N U U' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r) (+) r) r) r) () co co co co r) r) r) to co () () co co co r) 3 0 3 0 3 0 3 0 3 0 3 0 30303(03t1)3w30 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 o)_ o)_ 0)_ 0)_ 0)_ rn_ 0)_ 0)_ 0)_ 0)_ o)_ 0). o). rn_ 0). 0)_ rn_ rn_ 0)_ o)_ 0) a c a c a c a c a c a c a c a c a c a c a c a C a C a c a c a c a c a c a,c a c a c j=nj=nj=nj=nj=nj=nj-aj-nj-aj-nj-CL=CL=nj=n n a nj=O.=n-njn 0 0 0 0 0 O 0 o> O? 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Page 94 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 543 Wall G 4' w/3 Cartesian 1113 416 96 No 1089 416 96 openings 544 Wall G 4' w/3 Cartesian 1113 416 114.9 No 1089 416 114.9 openings 545 Wall G 4' w/3 Cartesian 1113 416 165.1 No 1089 416 165.1 openings 546 Wall G 4' w/3 Cartesian . 1113 416 184.8 No 1089 416 184.8 openings 547 Wall G 4' w/3 Cartesian 1269 416 0 No 1245 416 0 openings 548 Wall G 4' w/3 Cartesian 1269 416 96 No 1245 416 96 openings 549 WaII G 4' w/3 Cartesian 1269 416 114.9 No 1245 416 114.9 openings 550 Wall G 4' w/3 Cartesian 1269 416 165.1 No 1245 416 165.1 openings 551 Wall G 4' w/3 Cartesian 1269 416 184.8 No 1245 416 184.8 openings 552 Wall G 4' w/3 Cartesian 1536 416 96 No 1512 416 96 openings 553 Wall G 4' w/3 Cartesian 1536 416 114.9 No 1512 416 114.9 openings 554 Wall G 4' w/3 Cartesian 1536 416 165.1 No 1512 416 165.1 openings 555 Wall G 4' w/3 Cartesian 1536 416 184.8 No 1512 416 184.8 openings 558 Wall G 4' w/3 Cartesian 1565.2 416 165.1 No 1541.2 416 165.1 openings 609 Wall G 4' w/3 Cartesian 180 416 96 No 156 416 96 openings 610 Wall G 4' w/3 Cartesian 24 416 165.1 No 1.066E-14 416 165.1 openings 611 Wall G 4' w/3 Cartesian 83 416 165.1 No 59 416 165.1 openings 612 Wall G 4' w/3 Cartesian 516 416 96 No 492 416 96 openings 613 Wall G 4' w/3 Cartesian 558 416 96 No 534 416 96 openings 614 Wall G 4' w/3 Cartesian 738.504 416 165.1 No 714.504 416 165.1. openings 615 Wall G 4' w/3 Cartesian 797.496 416 165.1 No 773.496 416 165.1 openings Computers and Structures, Inc. Page 25 of 140 Page 95 of 156 20170215-Plinth.sdb .N c To" 0 >- (71 (7 0 X (0 .0 0 5 0 0. rn N c • c O x a H 0 0 0 a 0 .O ,U (0 (0 (0 CO (0 CO (0 CO f0 (0 CD 0 CO 0) 0) 0) 0) 0) CO 0) 0) CO 0) 0) 0) Cr) 0) . Tr Tr. rn 0)v 0) CO 0) v . v (O CO CO CO CO 0 CO CO CO CO CO 0 (O CO CO CO CO CO CO CO (0 't v v v v v Tr 17 v v v v v v 'Cra . , v v v CO 0 N 0) 0 0) 0) 00) CO 00) M n O CI 7 COO (0 r t0(j ON) O CO0CO CD 0) 0 N C') C') st st LL1 0 IC) 'C' CO OO ;Or- 1- r- 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z z z z z z z z z z z z z z z z z z z z CO CO CO 0 (0 (0 0 0 CD (0 0 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) CO CD O (A Cr CO 01 0) CD CO v 1' 17 V V' v 7 v st O 0 0 CO 0 0 CO CO CO 0 0 0 CO 0 0 0 0 0 (0 0 (D N V 0 O 0 N • 0 to yr M N 0 0) 0) M h N 0 (C) 0) N) - CD CO CO 0) CO 0 0 M M M V' 1ct IC) 0 (On O CD0)1. Qui IC) to In T OO co M o n N. c c c c c c c c c c c c c c c c c c c c (0(0 (0 (0 (0 (0 (0 (0 (0 (0 (0 CO (0 (0 (0 .co .co (0 .N .N .N .coN .5 .N .N .N .N .(0 .N 'CO .coN ,(0 (0 .( .(0 N (0 .co ,0) C • r r r • r C r r CO CO CO CO CO CO CO CO CO CO CO (0 (O CO CO CO CO CO CO CO CO O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M N) M M co 0) 0) 0) 0) M 0) Ch 0) 0) 0) M 0) M 0) M 0) 3 C0 3 C0 3 (n 3 m; (n . (a ;0) 3 0) 3) 3 0 3 O); O) 3 5) 3 m; w 3 (n 3 (0 3 m 0) _ 0) _ 0) _ 0) _ 0) _ 0) 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) _ 0) , c a c c a c a oa,c' c C C C C C C c c c C st c c c a c CLCD 0) CU CD �C79C9ZC�yC�•�C��C��C7�C�ZC�ZC7ZC7�C7yC7yC�yC�dC9� — a— a— a- 0.— n— n— O. n— n— n— n— n— n— n— n— a— n— n— a— n— n 3 0 MO 3 0 0 3 0 3 0 o 0 3 0 3 0 3 0 0 3 0 3 0 3 0 3 0 3 0 C7)0-CT)0 3 30700 O n O O) O N 0) 0 0• r O O) ON 0) 0 0 O 0 0 0 (NO CO (ND (ND CONCONCND CONCONCONCMO (00 CMO COO 0 CMO COM Page 26 of 140 Computers and Structures, Page 96 of 156 (11 O Y- r (0 a �o ' 0 0 0) O) ("7 0) O 0) 0) 0) 0) CO CO (0 CO CO (0 CO CO CO 0 (0 . v v v v v v v 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) CO CO CO CO CO CO CO CO CO CO CO CO 0 CO CO CO CD (0 CO CO CO Nr . V . . . V Tr . st NI - CV N 00) CO 0 03 0) h COO 0) CO0 0) 0) 0) 0 N CO CO V' N -4.401 E-10 0 C') Ns r- 00) NI -0 (0 r- CO (0 r N V' Nt 0 CO (O o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0) 0) 0 0) 0) 0) 0) 0) 0) 0) .Nt st . - - 00) 00) 00) 00) 00) 00) 01 0300) CD0)0 !}' G ((D CO CD CO CO Co CO (O (D (0 (O CO CO CO (D CO CO 0 CO (O 0 d F5 . . 'Cr . . a v v v v v v v v v v v v v v. .SrCOi 0 0) 00 (n co N M N N V N 0 Is. O CO () ()) CO 0 N 0 0 N N 01 Ns V (00 (0 c c c c c c c c c c c c c C c CO c c c c c 03 CO .y .N .(0 (0 .(0 ,N .(0 .(0 ,N ,N ,(0 ,(0 ,N ,N ,( ,N .CO(0 ,(0 .(0 ,(0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) (I) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) r r r r r r r r r r r r r r r r r r r (0 CO (0 00 CO CO CO CO CO (0 CO (0 CO CO (0 (0 co (0 (0 (0 (0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 CO CO CI CO co C ) r) co () co co co () co co () CO CO CO CO cs,3ca, 3 C) 3D) 3 C) 3 c 3 0 3 O 3 0) 3 0 3 0) 3 D) 3 0 3 0 3 0) 3 0 3 C 3 0) 3 D) 0§ 0) C t} C C C C C 7cr C• c . c . C- c c. C, C s{ C c• C- c . C [r C c C7 (7 C9aiWm0m0yC7y(7a)0ai0m0(7)0a)OmC7mOaci0mOyC7F)OmC7aci0m — n— — a— n— n— n— n— n— n— n— a— n— n— n— n— n— n— n— n— n— n o o fo o roo roo c o o Too roo roo roo Tdo roo TOo c o roo roo roo roo-a o Too C- co 0) ON Cs) V' (() 01 VI 0 0 (D (co (00 CCD CO CO (CO CC) (O CO CO CO CD CO CO CD 0 Page 27 of 140 Computers and Structures, Inc. Page 97 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 I Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 658 Wall G 4' w/3 Cartesian 1104 416 96 No 1080 416 96 openings 659 Wall G 4' w/3 Cartesian 1272 416 96 No 1248 416 96 openings 660 Wall G 4' w/3 Cartesian 516 416 165.1 No 492 416 165.1' openings 661 WaII G 4' w/3 Cartesian 558 416 165.1 No 534 416 165.1 openings. 662 Wall G 4' w/3 Cartesian 738.504 416 96 No 714.504 416 96 openings 663 Wall G 4' w/3 Cartesian 797.496 416 96 No 773.496 416 96 openings 664 Wall G 4' w/3 Cartesian 852 416 165.1 No 828 416 165.1 openings 665 Wall G 4' w/3 Cartesian 894 416 165.1 No 870 416 165.1 openings 666 Wall G 4' w/3 Cartesian openings 667 GLOBAL Cartesian -24 57 668 GLOBAL Cartesian -24 166.001 669 GLOBAL Cartesian 0 208 670 GLOBAL Cartesian -24 208 671 GLOBAL Cartesian -24 250 672 GLOBAL Cartesian -24 359.001 673 GLOBAL Cartesian 156 208 674 GLOBAL Cartesian 324 208 675 GLOBAL Cartesian 492 208 676 GLOBAL Cartesian 660 208 677 GLOBAL Cartesian 828 208 678 GLOBAL Cartesian 996 208 679 GLOBAL Cartesian 1164 208 680 GLOBAL Cartesian 1332 208 681 GLOBAL Cartesian 1488 208 682 GLOBAL Cartesian 1512 57 683 GLOBAL Cartesian 1512 166.001 684 GLOBAL Cartesian 1512 208 685 GLOBAL Cartesian 1512 250 686 GLOBAL Cartesian 1512 359.001 687 GLOBAL Cartesian 0 28.5 688 GLOBAL Cartesian -24 28.5 936 416 165.1 No 912 416 165.1. 0 No -24 57 0 0 No -24 166.001 0 0 No 0 208 0 0 No -24 208 0 0 No -24 250 0 0 No -24 359.001 0 0 No 156 208 0 0 No 324 208 0 0 No 492 208 0 0 No 660 208 0 0 No 828 208 0 0 No 996 208 0 0 No 1164 208 0 0 No 1332 208 0 0 No 1488 208 0 0 No 1512 57 0 0 No 1512 166.001 0 0 No 1512 208 0 0 No 1512 250 0 0 No 1512 359.001 0 0 No 0 28.5 0 0 No -24 28.5 0 Computers and Structures, Inc. Page 28 of 140 Page 98 of 156 20170215-Plinth.sdb Table: Joint Coordinates, Part 1 of 2 SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in • in in in in 689 690 691 692 693 694 695 696 697 698 699 700 701 702 703 704 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 720 721 722 723 724 725 726 GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL Machine weight Machine weight Machine weight Machine weight Machine weight Machine weight GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL Cartesian 0 93.334 0 No 0 93.334 0 Cartesian -24 93.334 0 No -24 93.334 0 Cartesian 0 129.667 0 No 0 129.667 0 Cartesian -24 129.667 0 No -24 129.667 0 Cartesian 0 286.334 0. No 0 286.334 0 Cartesian -24 286.334 0 No -24 286.334 0 Cartesian 0 322.668 0 No 0 322.668 0 Cartesian -24 322.668 0 No -24 322.668 0 Cartesian 0 387.501 0 No 0 387.501 0 Cartesian -24 387.501 0 No -24 387.501 0 Cartesian 63 -18 0 No 39 -18 0 Cartesian 63 0 0 No 39 0 0 Cartesian 102 -18 0 No 78 -18 0 Cartesian 102 0 0 No 78 0 0 Cartesian 141 -18 0 No 117 -18 0 Cartesian 141 0 0 No 117 0 0 Cartesian 39 28.5 0 No 39 28.5 0 Cartesian 39 57 0 No 39 57 0 Cartesian 78 28.5 0 No 78 28.5 0 Cartesian 78 57 0 No 78 57 0 Cartesian 117 28.5 0 No 117 28.5 0 Cartesian 117 57 0 No 117 57 0 Cartesian 156 28.5 0 No 156 28.5 0 Cartesian 39 93.334 0 No 39 93.334 0 Cartesian 39 129.667 0 No 39 129.667 0 Cartesian 39 166.001 0 No 39 166.001 0 Cartesian 78 93.334 0 No 78 93.334 0 Cartesian 78 129.667 0 No 78 129.667 0 Cartesian 78 166.001 0 No 78 166.001 _ 0 Cartesian 117 93.334 0 No 117 93.334 0 Cartesian 117 129.667 0 No 117 129.667 0 Cartesian 117 166.001 0 No 117 166.001 0 Cartesian 156 93.334 0 No 156 93.334 0 Cartesian 156 129.667 0 No 156 129.667 0 Cartesian 39 208 0 No 39 208 0 Cartesian 78 208 0 No 78 208 0 Cartesian 117 208 0 No 117 208 0 Cartesian 39 250 0 No 39 250 0 Computers and Structures, Inc. Page 29 of 140 Page 99 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GiobalY GlobalZ in in in in in in 727 GLOBAL Cartesian 78 250 0 No 78 250 0 728 GLOBAL Cartesian 117 250 0 No 117 250 0 729 GLOBAL Cartesian 39 286.334 0 No 39 286.334 0 730 GLOBAL Cartesian 39 322.668 0 No 39 322.668 0 731 GLOBAL Cartesian 39 359.001 0 No 39 359.001 0 732 GLOBAL Cartesian 78 286.334 0 No 78 286.334 0 733 GLOBAL Cartesian 78 322.668 0 No 78 322.668 0 734 GLOBAL Cartesian 78 359.001 0 No 78 359.001 0 735 GLOBAL Cartesian 117 286.334 0 No 117 286.334 0 736 GLOBAL Cartesian 117 322.668 0 No 117 322.668 0 737 GLOBAL Cartesian 117 359.001 0 No 117 359.001 0 738 GLOBAL Cartesian 156 286.334 0 No 156 286.334 0 739 GLOBAL Cartesian 156 322.668 0 No 156 322.668 0 740 GLOBAL Cartesian 39 387.501 0 No 39 387.501 0 741 GLOBAL Cartesian 78 387.501 0 No 78 387.501 0 742 GLOBAL Cartesian 117 387.501 0 No 117 387.501 0 743 GLOBAL Cartesian 156 387.501 0 No 156 387.501 0 744 Machine weight Cartesian 63 434.002 0 No 39 434.002 0 745 Machine weight Cartesian 102 434.002 0 No 78 434.002 0 746 Machine weight Cartesian 141 434.002 0 No 117 434.002 0 747 Machine weight Cartesian 222 -18 0 No 198 -18 0 748 Machine weight Cartesian 222 0 0 No 198 0 0 749 Machine weight Cartesian 264 -18 0' No 240 -18 0 750 Machine weight Cartesian 264 0 0 No 240 0 0 751 Machine weight Cartesian 306 -18 0 No 282 -18 0 752 Machine weight Cartesian 306 0 0 No 282 0 0 753 GLOBAL Cartesian 198 28.5 0 No 198 28.5 0 754 GLOBAL Cartesian 198 57 0 No 198 57 0 755 GLOBAL Cartesian 240 28.5 0 No 240 28.5 0 756 GLOBAL Cartesian 240 57 0 No 240 57 0 757 GLOBAL Cartesian 282 28.5 0 No 282 28.5 0 758 GLOBAL Cartesian 282 57 0 No 282 57 0 759 GLOBAL Cartesian 324 28.5 0 No 324 28.5 0 760 GLOBAL Cartesian 198 93.334 0 No 198 93.334 0 761 GLOBAL Cartesian 198 129.667 0 No 198 129.667 0 762 GLOBAL Cartesian 198 166.001 0 No 198 166.001 0 763 GLOBAL Cartesian 240 93.334 0 No 240 93.334 0 764 GLOBAL Cartesian 240 129.667 0 No 240 129.667 0 Computers and Structures, Inc. Page 30 of 140 Page 100 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 765 GLOBAL Cartesian 240 166.001 0 No 240 166.001 0 766 GLOBAL Cartesian 282 93.334 0 No 282 93.334 0 767 GLOBAL Cartesian 282 129.667 0 No 282 129.667 0 768 GLOBAL Cartesian 282 166.001 0 No 282 166.001 0 769 GLOBAL Cartesian 324 93.334 0 No 324 93.334 0 770 GLOBAL Cartesian 324 129.667 0 No 324 129.667 0 771 GLOBAL Cartesian 198 208 0 No 198 208 0 772 GLOBAL Cartesian 240 208 0 No 240 208 0 773 GLOBAL Cartesian 282 208 0 No 282 208 0 774 GLOBAL Cartesian 198 250 0 No 198 250 0 775 GLOBAL Cartesian 240 250 0 No 240 250 0 776 GLOBAL Cartesian 282 250 0 No 282 250 0 777 GLOBAL Cartesian 198 286.334 0 No 198 286.334 0 778 GLOBAL Cartesian 198 322.668 0 No 198 322.668 0 779 GLOBAL Cartesian 198 359.001 0 No 198 359.001 0 780 GLOBAL Cartesian 240 286.334 0 No 240 286.334 0 781 GLOBAL Cartesian 240 322.668 0 No 240 322.668 0 782 GLOBAL Cartesian 240 359.001 0 No 240 359.001 0 783 GLOBAL Cartesian 282 286.334 0 No 282 286.334 0 784 GLOBAL Cartesian 282 322.668 0 No 282 322.668 0 785 GLOBAL Cartesian 282 359.001 0 No 282 359.001 0 786 GLOBAL Cartesian 324 286.334 0 No 324 286.334 0 787 GLOBAL Cartesian 324 322.668 0 No 324 322.668 0 788 GLOBAL Cartesian 198 387.501 0 No 198 387.501 0 789 GLOBAL Cartesian 240 387.501 0 No 240 387.501 0 790 GLOBAL Cartesian 282 387.501 0 No 282 387.501 0 791 GLOBAL Cartesian 324 387.501 0 No 324 387.501 0 792 Machine weight Cartesian 222 434.002 0 No 198 434.002 0 793 Machine weight Cartesian 264 434.002 0 No 240 434.002 0 794 Machine weight Cartesian 306 434.002 0 No 282 434.002 0 795 Machine weight Cartesian 390 -18 0 No 366 -18 0 796 Machine weight Cartesian 390 0 0 No 366 0 0 797 Machine weight Cartesian 432 -18 0 No 408 -18 0 798 Machine weight Cartesian 432 0 0 No 408 0 0 799 Machine weight Cartesian 474 -18 0 No 450 -18 0 800 Machine weight Cartesian 474 0 0 No 450 0 0 801 GLOBAL Cartesian 366 28.5 0 No 366 28.5 0 802 GLOBAL Cartesian 366 57 0 No 366 57 0 Computers and Structures, Inc. Page 31 of 140 Page 101 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 803 GLOBAL Cartesian 408 28.5 0 No 408 28.5 0 804 GLOBAL Cartesian 408 57 0 No 408 57 0 805 GLOBAL Cartesian 450 28.5 0 No 450 28.5 0 806 GLOBAL Cartesian 450 57 0 No 450 57 0 807 GLOBAL Cartesian 492 28.5 0 No 492 28.5 0 808 GLOBAL Cartesian 366 93.334 0 No 366 93.334 0 809 GLOBAL Cartesian 366 129.667 0 No 366 129.667 0 810 GLOBAL Cartesian 366 166.001 0 No 366 166.001 0 811 GLOBAL Cartesian 408 93.334 0 No 408 93.334 0 812 GLOBAL Cartesian 408 129.667 0 No 408 129.667 0 813 GLOBAL Cartesian 408 166.001 0 No 408 166.001 0 814 GLOBAL Cartesian 450 93.334 0 No 450 93.334 0 815 GLOBAL Cartesian 450 129.667 0 No 450 129.667 0 816 GLOBAL Cartesian 450 166.001 0 No 450 166.001 0 817 GLOBAL Cartesian 492 93.334 0 No 492 93.334 0 818 GLOBAL Cartesian 492 129.667 0 No 492 129.667 0 819 GLOBAL Cartesian 366 208 0 No 366 208 0 820 GLOBAL Cartesian 408 208 0 No 408 208 0 821 GLOBAL Cartesian 450 208 0 No 450 208 0 822 GLOBAL Cartesian 366 250 0 No 366 - 250 0 823 GLOBAL Cartesian 408 250 0 No 408 250 0 824 GLOBAL Cartesian 450 250 0 No 450 250 0 825 GLOBAL Cartesian 366 286.334 0 No 366 286.334 0 826 GLOBAL Cartesian 366 322.668 0 No 366 322.668 0 827 GLOBAL Cartesian 366 359.001 0 No 366 359.001 0 828 GLOBAL Cartesian 408 286.334 0 No 408 286.334 0 829 GLOBAL Cartesian 408 322.668 0 No 408 322.668 0 830 GLOBAL Cartesian 408 359.001 0 No 408 359.001 0 831 GLOBAL Cartesian 450 286.334 0 No 450 286.334 0 832 GLOBAL Cartesian 450 322.668 0 No 450 322.668 0 833 GLOBAL Cartesian 450 359.001 0 No 450 359.001 0 834 GLOBAL Cartesian 492 286.334 0 No 492 286.334 0 835 GLOBAL Cartesian 492 322.668 0 No 492 322.668 0 836 GLOBAL Cartesian 366 387.501 0 No 366 387.501 0 837 GLOBAL Cartesian 408 387.501 0 No 408 387.501 0 838 GLOBAL Cartesian 450 387.501 0 No 450 387.501. 0 839 GLOBAL Cartesian 492 387.501 0 No 492 387.501 0 840 Machine weight Cartesian 390 434.002 0 No 366 434.002 0 Computers and Structures, Inc. Page 32 of 140 Page 102 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 841 Machine weight Cartesian 432 434.002 0 No 408 434.002 0 842 Machine weight Cartesian 474 434.002 0 No 450 434.002 0 843 Machine weight Cartesian 558 -18 0 No 534 -18 0 844 Machine weight Cartesian 558 0 0 No 534 0 0 845 Machine weight Cartesian 600 -18 0 No 576 -18 0 846 Machine weight Cartesian 600 0 0 No 576 0 0 847 Machine weight Cartesian 642 -18 0 No 618 -18 0 848 Machine weight Cartesian 642 0 0 No 618 0 0 849 GLOBAL Cartesian 534 28.5 0 No 534 28.5 0 850 GLOBAL Cartesian 534 57 0 No 534 57 0 851 GLOBAL Cartesian 576 28.5 0 No 576 28.5 0 852 GLOBAL Cartesian 576 57 0 No 576 57 0 853 GLOBAL Cartesian 618 28.5 0 No 618 28.5 0 854 GLOBAL Cartesian 618 57 0 No 618 57 0 855 GLOBAL Cartesian 660 28.5 0 No 660 28.5 0 856 GLOBAL Cartesian 534 93.334 0 No 534 93.334 0 857 GLOBAL Cartesian 534 129.667 0 No 534 129.667 0 858 GLOBAL Cartesian 534 166.001 0 No 534 166.001 0 859 GLOBAL Cartesian 576 93.334 0 No 576 93.334 0 860 GLOBAL Cartesian 576 129.667 0 No 576 129.667 0 861 GLOBAL Cartesian 576 166.001 0 No 576 166.001 0 862 GLOBAL Cartesian 618 93.334 0 No 618 93.334 0 863 GLOBAL Cartesian 618 129.667 0 No 618 129.667 0 864 GLOBAL Cartesian 618 166.001 0 No 618 166.001 0 865 GLOBAL Cartesian 660 93.334 0 No 660 93.334 0 866 GLOBAL Cartesian 660 129.667 0 No 660 129.667 0 867 GLOBAL Cartesian 534 208 0 No 534 208 0 868 GLOBAL Cartesian 576 208 0 No 576 208 0 869 GLOBAL Cartesian 618 208 0 No 618 208 0 870 GLOBAL Cartesian 534 250 0 No 534 250 0 871 GLOBAL Cartesian 576 250 0 No 576 250 0 872 GLOBAL Cartesian 618 250 0 No 618 250 0 873 GLOBAL Cartesian 534 286.334 0 No 534 286.334 0 874 GLOBAL Cartesian 534 322.668 0 No 534 322.668 0 875 GLOBAL Cartesian 534 359.001 0 No 534 359.001 0 876 GLOBAL Cartesian 576 286.334 0 No 576 286.334 0 877 GLOBAL Cartesian 576 322.668 0 No 576 322.668 0 878 GLOBAL Cartesian 576 359.001 0 No 576 359.001 0 Computers and Structures, Inc. Page 33 of 140 Page 103 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY in GlobalZ I in in in in in 879 GLOBAL Cartesian 618 286.334 0 No 618 286.334 880 GLOBAL Cartesian 618 322.668 0 No 618 322.668 881 GLOBAL Cartesian 618 359.001 0 No 618 359.001 882 GLOBAL Cartesian 660 286.334 0 No 660 286.334 883 GLOBAL Cartesian 660 322.668 0 No 660 322.668 884 GLOBAL Cartesian 534 387.501 0 No 534 387.501 885 GLOBAL Cartesian 576 387.501 0 No 576 387.501 886 GLOBAL Cartesian 618 387.501 0 No 618 387.501 887 GLOBAL Cartesian 660 387.501 0 No 660 387.501 888 Machine weight Cartesian 558 434.002 0 No 534 434.002 889 Machine weight Cartesian 600 434.002 0 No 576 434.002 890 Machine weight Cartesian 642 434.002 0 No 618 434.002 891 Machine weight Cartesian 726 -18 0 No 702 -18 892 Machine weight Cartesian 726 0 0 No 702 0 893 Machine weight Cartesian 768 -18 0 No 744 -18 894 Machine weight Cartesian 768 0 0 No 744 0 895 Machine weight Cartesian 810 -18 0 No 786 -18 896 Machine weight Cartesian 810 0 0 No 786 0 897 GLOBAL Cartesian 702 28.5 0 No 702 28.5 898 GLOBAL Cartesian 702 57 0 No 702 57 899 GLOBAL Cartesian 744 28.5 0 No 744 28.5 900 GLOBAL Cartesian 744 57 0 No 744 57 901 GLOBAL Cartesian 786 28.5 0 No 786 28.5 902 GLOBAL Cartesian 786 57 0 No 786 57 903 GLOBAL Cartesian 828 28.5 0 No 828 28.5 904 GLOBAL Cartesian 702 93.334 0 No 702 93.334 905 GLOBAL Cartesian 702 129.667 0 No 702 129.667 906 GLOBAL Cartesian 702 166.001 0 No 702 166.001 907 GLOBAL Cartesian 744 93.334 0 No 744 93.334 908 GLOBAL Cartesian 744 129.667 0 No 744 129.667 909 GLOBAL Cartesian 744 166.001 0 No 744 166.001 910 GLOBAL Cartesian 786 93.334 0 No 786 93.334 911 GLOBAL Cartesian 786 129.667 0 No 786 129.667 912 GLOBAL Cartesian 786 166.001 0 No 786 166.001 913 GLOBAL Cartesian 828 93.334 0 No 828 93.334 914 GLOBAL Cartesian 828 129.667 0 No 828 129.667 915 GLOBAL Cartesian 702 208 0 No 702 208 916 GLOBAL Cartesian 744 208 0 No 744 208 0 0 0 0 0 0 0 Computers and Structures, Inc. Page 34 of 140 Page 104 of 156 20170215-Plinth.sdb Table: Joint Coordinates, Part 1 of 2 SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 917 918 919 920 921 922 923 924 925 926 927 928 929 930 931 932 933 934 935 936 937 938 939 940 941 942 943 944 945 946 947 948 949 950 951 952 953 954 GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL Machine weight GLOBAL Machine weight GLOBAL Machine weight GLOBAL Machine weight Machine weight Machine weight Machine weight Machine weight Machine weight Machine weight Machine weight Machine weight GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian 786 702 744 786 702 702 702 744 744 744 786 786 786 828 828 702 726 744 768 786 810 828 726 768 810 894 894 936 936 978 978 870 870 912 912 954 954 996 208 250 250 250 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 387.501 416.001 387.501 416.001 387.501 416.001 387.501 434.002 434.002 434.002 -18 0 -18 0 -18 0 28.5 57 28.5 57 28.5 57 28.5 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No 786 702 744 786 702 702 702 744 744 744 786 786 786 828 828 702 702 744 744 786 786 828 702 744 786 870 870 912 912 954 954 870 870 912 912 954 954 996 208 250 250 250 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 387.501 416.001 387.501 416.001 387.501 416.001 387.501 434.002 434.002 434.002 -18 0 -18 0 -18 0 28.5 57 28.5 57 28.5 57 28.5 Computers and Structures, Inc. Page 35 of 140 Page 105 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 955 GLOBAL Cartesian 870 93.334 0 No 870 93.334 0 956 GLOBAL Cartesian 870 129.667 0 No 870 129.667 0 957 GLOBAL Cartesian 870 166.001 0 No 870 166.001 0 958 GLOBAL Cartesian 912 93.334 0 No 912 93.334 0 959 GLOBAL Cartesian 912 129.667 0 No 912 129.667 0 960 GLOBAL Cartesian 912 166.001 0 No 912 166.001 0 961 GLOBAL Cartesian 954 93.334 0 No 954 93.334 0 962 GLOBAL Cartesian 954 129.667 0 No 954 129.667 0 963 GLOBAL Cartesian 954 166.001 0 No 954 166.001 0 964 GLOBAL Cartesian 996 93.334 0 No 996 93.334 0 965 GLOBAL Cartesian 996 129.667 0 No 996 129.667 0 966 GLOBAL Cartesian 870 208 0 No 870 208 0 967 GLOBAL Cartesian 912 208 0 No 912 208 0 968 GLOBAL Cartesian 954 208 0 No 954 208 0 969 GLOBAL Cartesian 870 250 0 No 870 250 0 970 GLOBAL Cartesian 912 250 0 No 912 250 0 971 GLOBAL Cartesian 954 250 0 No 954 250 0 972 GLOBAL Cartesian 870 286.334 0 No 870 286.334 0 973 GLOBAL Cartesian 870 322.668 0 No 870 322.668 0 974 GLOBAL Cartesian 870 359.001 0 No 870 359.001 0 975 GLOBAL Cartesian 912 286.334 0 No 912 286.334 0 976 GLOBAL Cartesian 912 322.668 0 No 912 322.668 0 977 GLOBAL Cartesian 912 359.001 0 No 912 359.001 0 978 GLOBAL Cartesian 954 286.334 0 No 954 286.334 0 979 GLOBAL Cartesian 954 322.668 0 No 954 322.668 0 980 GLOBAL Cartesian 954 359.001 0 No 954 359.001 0 981 GLOBAL Cartesian 996 286.334 0 No 996 286.334 0 982 GLOBAL Cartesian 996 322.668 0 No 996 322.668 0 983 GLOBAL Cartesian 870 387.501 0 No 870 387.501 0 984 GLOBAL Cartesian 912 387.501 0 No 912 387.501 0 985 GLOBAL Cartesian 954 387.501 0 No 954 387.501 0 986 GLOBAL Cartesian 996 387.501 0 No 996 387.501 0 987 Machine weight Cartesian 894 434.002 0 No 870 434.002 0 988 Machine weight Cartesian 936 434.002 0 No 912 434.002 0 989 Machine weight Cartesian 978 434.002 0 No 954 434.002 0 990 Machine weight Cartesian 1062 -18 0 No 1038 -18 0 991 Machine weight Cartesian 1062 0 0 No 1038 0 0 992 Machine weight Cartesian 1104 -18 0 No 1080 -18 0 Computers and Structures, Inc. Page 36 of 140 Page 106 of 156 20170215-Plinth.sdb 993 994 995 996 997 998 999 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 Machine weight Machine weight Machine weight GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL GLOBAL CoordType Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Cartesian Table: Joint Coordinates, Part 1 of 2 XorR ii 1104 1146 1146 1038 1038 1080 1080 1122 1122 1164 1038 1038 1038 1080 1080 1080 1122 1122 1122 1164 1164 1038 1080 1122 1038 1080 1122 1038 1038 1038 1080 1080 1080 1122 1122 1122 1164 1164 0 -18 0 28.5 57 28.5 57 28.5 57 28.5 93.334 129.667 166.001 93.334 129.667 166.001 93.334 129.667 166.001 93.334 129.667 208 208 208 250 250 250 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 GlobaiX GlobaIY in 1080 1122 1122 1038 1038 1080 1080 1122 1122 1164 1038 1038 1038 1080 1080 1080 1122 1122 1122 1164 1164 1038 1080 1122 1038 1080 1122 1038 1038 1038 1080 1080 1080 1122 1122 1122 1164 1164 0 -18 0 28.5 57 28.5 57 28.5 57 28.5 93.334 129.667 166.001 93.334 129.667 166.001 93.334 129.667 166.001 93.334 129.667 208 208 208 250 250 250 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 359.001 286.334 322.668 * GlobatZ b*sin Computers and Structures, Inc. Page 37 of 140 Page 107 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ' in in in in in in 1031 GLOBAL Cartesian 1038 387.501 0 No 1038 387.501 1032 GLOBAL Cartesian 1080 387.501 0 No 1080 387.501 1033 GLOBAL Cartesian 1122 387.501 0 No 1122 387.501 1034 GLOBAL Cartesian 1164 387.501 0 No 1164 387.501 1035 Machine weight Cartesian 1062 434.002 0 No 1038 434.002 1036 Machine weight Cartesian 1104 434.002 0 No 1080 434.002 1037 Machine weight Cartesian 1146 434.002 0 No 1122 434.002 1038 Machine weight Cartesian 1230 -18 0 No 1206 -18 1039 Machine weight Cartesian 1230 0 0 No 1206 0 1040 Machine weight Cartesian 1272 -18 0 No 1248 -18 1041 Machine weight Cartesian 1272 0 0 No 1248 0 1042 Machine weight Cartesian 1314 -18 0 No 1290 -18 1043 Machine weight Cartesian 1314 0 0 No 1290 0 1044 GLOBAL Cartesian 1206 28.5 0 No 1206 28.5 1045 GLOBAL Cartesian 1206 57 0 No 1206 57 1046 GLOBAL Cartesian 1248 28.5 0 No 1248 28.5 1047 GLOBAL Cartesian 1248 57 0 No 1248 57 1048 GLOBAL Cartesian 1290 28.5 0 No 1290 28.5 1049 GLOBAL Cartesian 1290 57 0 No 1290 57 1050 GLOBAL Cartesian 1332 28.5 0 No 1332 28.5 1051 GLOBAL Cartesian 1206 93.334 0 No 1206 93.334 1052 GLOBAL Cartesian 1206 129.667 0 No 1206 129.667 1053 GLOBAL Cartesian 1206 166.001 0 No 1206 166.001 1054 GLOBAL Cartesian 1248 93.334 0 No 1248 93.334 1055 GLOBAL Cartesian 1248 129.667 0 No 1248 129.667 1056 GLOBAL Cartesian 1248 166.001 0 No 1248 166.001 1057 GLOBAL Cartesian 1290 93.334 0 No 1290 93.334 1058 GLOBAL Cartesian 1290 129.667 0 No 1290 129.667 1059 GLOBAL Cartesian 1290 166.001 0 No 1290 166.001 1060 GLOBAL Cartesian 1332 93.334 0 No 1332 93.334 1061 GLOBAL Cartesian 1332 129.667 0 No 1332 129.667 1062 GLOBAL Cartesian 1206 208 0 No 1206 208 1063 GLOBAL Cartesian 1248 208 0 No 1248 208 1064 GLOBAL Cartesian 1290 208 0 No 1290 208 1065 GLOBAL Cartesian 1206 250 0 No 1206 250 1066 GLOBAL Cartesian 1248 250 0 No 1248 250 1067 GLOBAL Cartesian 1290 250 0 No 1290 250 1068 GLOBAL Cartesian 1206 286.334 0 No 1206 286.334 0 0 0 0 0 0 0 0 0 0 0 0 Computers and Structures, Inc. Page 38 of 140 Page 108 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG , 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 1069 GLOBAL Cartesian 1206 322.668 0 No 1206 322.668 0 1070 GLOBAL Cartesian 1206 359.001 0 No 1206 359.001 0 1071 GLOBAL Cartesian 1248 286.334 0 No 1248 286.334 0 1072 GLOBAL Cartesian 1248 322.668 0 No 1248 322.668 0 1073 GLOBAL Cartesian 1248 359.001 0 No 1248 359.001 0 1074 GLOBAL Cartesian 1290 286.334 0 No 1290 286.334 0 1075 GLOBAL Cartesian 1290 322.668 0 No 1290 322.668 0 1076 GLOBAL Cartesian 1290 359.001 0 No 1290 359.001 0 1077 GLOBAL Cartesian 1332 286.334 0 No 1332 286.334 0 1078 GLOBAL Cartesian 1332 322.668 0 No 1332 322.668 0 1079 GLOBAL Cartesian 1206 387.501 0 No 1206 387.501 0 1080 GLOBAL Cartesian 1248 387.501 0 No 1248 387.501 0 1081 GLOBAL Cartesian 1290 387.501 0 No 1290 387.501 0 1082 GLOBAL Cartesian 1332 387.501 0 No 1332 387.501 0 1083 Machine weight Cartesian 1230 434.002 0 No 1206 434.002 0 1084 Machine weight Cartesian 1272 434.002 0 No 1248 434.002 0 1085 Machine weight Cartesian 1314 434.002 0 No 1290 434.002 0 1086 Machine weight Cartesian 1395 -18 0 No 1371 -18 0 1087 Machine weight Cartesian 1395 0 0 No 1371 0 0 1088 Machine weight Cartesian 1434 -18 0 No 1410 -18 0 1089 Machine weight Cartesian 1434 0 0 No 1410 0 0 1090 Machine weight Cartesian 1473 -18 0 No 1449 -18 0 1091 Machine weight Cartesian 1473 0 0 No 1449 0 0 1092 GLOBAL Cartesian 1371 28.5 0 No 1371 28.5 0 1093 GLOBAL Cartesian 1371 57 0 No 1371 57 0 1094 GLOBAL Cartesian 1410 28.5 0 No 1410 28.5 0 1095 GLOBAL Cartesian 1410 57 0 No 1410 57 0 1096 GLOBAL Cartesian 1449 28.5 0 No 1449 28.5 0 1097 GLOBAL Cartesian 1449 57 0 No 1449 57 0 1098 GLOBAL Cartesian 1488 28.5 0 No 1488 28.5 0 1099 GLOBAL Cartesian 1371 93.334 0 No 1371 93.334 0 1100 GLOBAL Cartesian 1371 129.667 0 No 1371 129.667 0 1101 GLOBAL Cartesian 1371 166.001 0 No 1371 166.001 0 1102 GLOBAL Cartesian 1410 93.334 0 No 1410 93.334 0 1103 GLOBAL Cartesian 1410 129.667 0 No 1410 129.667 0 1104 GLOBAL Cartesian 1410 166.001 0 No 1410 166.001 0 1105 GLOBAL Cartesian 1449 93.334 0 No 1449 93.334 0 1106 GLOBAL Cartesian 1449 129.667 0 No 1449 129.667 0 Computers and Structures, Inc. Page 39 of 140 Page 109 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010" 1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in . in in in 1107 GLOBAL Cartesian 1449 166.001 0 No 1449 166.001 0 1108 GLOBAL Cartesian 1488 93.334 0 No 1488 93.334 0 1109 GLOBAL Cartesian 1488 129.667 0 No 1488 129.667 0 1110 GLOBAL Cartesian 1371 208 0 No 1371 208 0 1111 GLOBAL Cartesian 1410 208 0 No 1410 208 0 1112 GLOBAL Cartesian 1449 208 0 No 1449 208 0 1113 GLOBAL Cartesian 1371 250 0 No 1371 250 0 1114 GLOBAL Cartesian 1410 250 0 No 1410 250 0 1115 GLOBAL Cartesian 1449 250 0 No 1449 250 0 1116 GLOBAL Cartesian 1371 286.334 0 No 1371 286.334 0 1117 GLOBAL Cartesian 1371 322.668 0 No 1371 322.668 0 1118 GLOBAL Cartesian 1371 359.001 0 No 1371 359.001 0 1119 GLOBAL Cartesian 1410 286.334 0 No 1410 286.334 0 1120 GLOBAL Cartesian 1410 322.668 0 No 1410 322.668 0 1121 GLOBAL Cartesian 1410 359.001 0 No 1410 359.001 0 1122 GLOBAL Cartesian 1449 286.334 0 No 1449 286.334 0 1123 GLOBAL Cartesian 1449 322.668 0 No 1449 322.668 0 1124 GLOBAL Cartesian 1449 359.001 0 No 1449 359.001 0 1125 GLOBAL Cartesian 1488 286.334 0 No 1488 286.334 0 1126 GLOBAL Cartesian 1488 322.668 0 No 1488 322.668 0 1127 GLOBAL Cartesian 1371 387.501 0 No 1371 387.501 0 1128 GLOBAL Cartesian 1410 387.501 0 No 1410 387.501 0 1129 GLOBAL Cartesian 1449 387.501 0 No 1449 387.501 0 1130 GLOBAL Cartesian 1488 387.501 0 No 1488 387.501 0 1131 Machine weight Cartesian 1395 434.002 0 No 1371 434.002 0 1132 Machine weight Cartesian 1434 434.002 0 No 1410 434.002 0 1133 Machine weight Cartesian 1473 434.002 0 No 1449 434.002 0 1134 GLOBAL Cartesian 1512 28.5 0 No 1512 28.5 0 1135 GLOBAL Cartesian 1512 93.334 0 No 1512 93.334 0 1136 GLOBAL Cartesian 1512 129.667 0 No 1512 129.667 0 1137 GLOBAL Cartesian 1512 286.334 0 No 1512 286.334 0 1138 GLOBAL Cartesian 1512 322.668 0 No 1512 322.668 0 1139 GLOBAL Cartesian 1512 387.501 0 No 1512 387.501 0 1140 Wall G 4' w/3 Cartesian 978 416 165.1 No 954 416 165.1 openings 1141 Wall G 4' w/3 Cartesian 1020 416 165.1 No 996 416 165.1 openings 1142 Wall G 4' w/3 Cartesian 1062 416 165.1 No 1038 416 165.1. openings Computers and Structures, Inc. Page 40 of 140 Page 110 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 1143 Wali G 4' w/3 Cartesian 1314 416 165.1 No 1290 416 165.1 openings 1144 Walt G 4' w/3 Cartesian 1356 416 165.1 No 1332 416 165.1 openings 1145 Wall G 4' w/3 Cartesian 1395 416 165.1 No 1371 416 165.1 openings 1146 Wall G 4' w/3 Cartesian 1434 416 165.1 No 1410 416 165.1 openings 1147 Wall G 4' w/3 Cartesian 1473 416 165.1 No 1449 416 165.1 openings 1148 Wall G 4' w/3 Cartesian 1512 416 165.1 No 1488 416 165.1 openings 1149 Wall G 4' w/3 Cartesian 63 416 114.9 No 39 416 114.9 openings 1150 Machine weight Cartesian 738.504 416.001 184.8 No 714.504 416.001 184.8 1151 Machine weight Cartesian 797.496 416.001 184.8 No 773.496 416.001 184.8 1152 Wall A 2' w/5 Cartesian 738.504 0 184.8 No 714.504 0 184.8 openings 1153 GLOBAL Cartesian 156 416.001 -228 No 156 416.001 -228 1154 Wall A 2' w/5 Cartesian 797.496 0 184.8 No 773.496 0 184.8 openings 1155 GLOBAL Cartesian 714.504 416.001 254 No 714.504 416.001 254 1156 GLOBAL Cartesian 773.496 416.001 254 No 773.496 416.001 254 1157 GLOBAL Cartesian 714.504 0 254 No 714.504 0 254 1158 GLOBAL Cartesian 773.496 0 254 No 773.496 0 254 1159 GLOBAL Cartesian 744 208.001 254 No 744 208.001 254 1160 Wall G 4' w/3 Cartesian 141 416 114.9 No 117 416 114.9 openings 1161 GLOBAL Cartesian 324 416.001 -228 No 324 416.001 -228 1162 Wall G 4' w/3 Cartesian 222 416 114.9 No 198 416 114.9 openings 1163 Wall G 4' w/3 Cartesian 264 416 114.9 No 240 416 114.9 . openings 1164 Wall G 4' w/3 Cartesian 180 416 165.1 No 156 416 165.1 openings 1165 Wall G 4' w/3 Cartesian 432 416 114.9 No 408 416 114.9 openings 1166 Wall G 4' w/3 Cartesian 474 416 114.9 No 450 ' 416 114.9 openings 1167 GLOBAL Cartesian 1488 416.001 -228 No 1488 416.001 -228 1168 GLOBAL Cartesian 1488 359.001 -228 No 1488 359.001 -228 Computers and Structures, Inc. Page 41 of 140 Page 111 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 1 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ I in in in in in in 1169 GLOBAL Cartesian 0 359.001 -228 No 0 359.001 -228 1170 GLOBAL Cartesian 0 250 -228 No 0 250 -228 1171 GLOBAL Cartesian 1488 250 -228 No 1488 250 -228 1172 GLOBAL Cartesian 1488 166.001 -228 No 1488 166.001 -228 1173 GLOBAL Cartesian 0 166.001 -228 No 0 166.001 -228 1174 GLOBAL Cartesian 0 57 -228 No 0 57 -228 1175 GLOBAL Cartesian 1488 57 -228 No 1488 57 -228 1176 GLOBAL Cartesian 1488 0 -228 No 1488 0 -228 1177 GLOBAL Cartesian 0 0 -228 No 0 0 -228 1178 GLOBAL Cartesian 156 0 -228 No 156 0 -228 1179 GLOBAL Cartesian 324 0 -228 No 324 0 -228 1180 GLOBAL Cartesian 492 416.001 -228 No 492 416.001 -228 1181 GLOBAL Cartesian 492 0 -228 No 492 0 -228 1182 GLOBAL Cartesian 660 416.001 -228 No 660 416.001 -228 1183 GLOBAL Cartesian 660 0 -228 No 660 0 -228 1184 GLOBAL Cartesian 828 416.001 -228 No 828 416.001 -228 1185 GLOBAL Cartesian 828 0 -228 No 828 0 -228 1186 GLOBAL Cartesian 996 416.001 -228 No 996 416.001 -228 1187 GLOBAL Cartesian 996 0 -228 No 996 0 -228 1188 GLOBAL Cartesian 1164 416.001 -228 No 1164 416.001 -228 1189 GLOBAL Cartesian 1164 0 -228 No 1164 0 -228 1190 GLOBAL Cartesian 1332 416.001 -228 No 1332 416.001 -228 1191 GLOBAL Cartesian 1332 0 -228 No 1332 0 -228 1192 GLOBAL Cartesian 1332 359.001 -228 No 1332 359.001 -228 1193 GLOBAL Cartesian 1164 359.001 -228 No 1164 359.001 -228 1194 GLOBAL Cartesian 996 359.001 -228 No 996 359.001 -228 1195 GLOBAL Cartesian 828 359.001 -228 No 828 359.001 -228 1196 GLOBAL Cartesian 660 359.001 -228 No 660 359.001 -228 1197 GLOBAL Cartesian 492 359.001 -228 No 492 359.001 -228 1198 GLOBAL Cartesian 324 359.001 -228 No 324 359.001 -228 1199 GLOBAL Cartesian 156 359.001 -228 No 156 359.001 -228 1200 GLOBAL Cartesian 156 250 -228 No 156 250 -228 1201 GLOBAL Cartesian 324 250 -228 No 324 250 -228 1202 GLOBAL Cartesian 492 250 -228 No 492 250 -228 1203 GLOBAL Cartesian 660 250 -228 No 660 250 -228 1204 GLOBAL Cartesian 828 250 -228 No 828 250 -228 1205 GLOBAL Cartesian 996 250 -228 No 996 250 -228 1206 GLOBAL Cartesian 1164 250 -228 No 1164 250 -228 Computers and Structures, Inc. Page 42 of 140 Page 112 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Coordinates, Part 1 of 2 Joint CoordSys CoordType XorR Y Z SpecialJt GlobalX GlobalY GlobalZ in in in in in in 1207 GLOBAL Cartesian 1332 250 -228 No 1332 250 -228 1208 GLOBAL Cartesian 1332 166.001 -228 No 1332 166.001 -228 1209 GLOBAL Cartesian 1164 166.001 -228 No 1164 166.001 -228 1210 GLOBAL Cartesian 996 166.001 -228 No 996 166.001 -228 1211 GLOBAL Cartesian 828 166.001 -228 No 828 166.001 -228 1212 GLOBAL Cartesian 660 166.001 -228 No 660 166.001 -228 1213 GLOBAL Cartesian 492 166.001 -228 No 492 166.001 -228 1214 GLOBAL Cartesian 324 166.001 -228 No 324 166.001 -228 1215 GLOBAL Cartesian 156 166.001 -228 No 156 166.001 -228 1216 GLOBAL Cartesian 156 57 -228 No 156 57 -228 1217 GLOBAL Cartesian 324 57 -228 No 324 57 -228 1218 GLOBAL Cartesian 492 57 -228 No 492 57 -228 1219 GLOBAL Cartesian 660 57 -228 No 660 57 -228 1220 GLOBAL Cartesian 828 57 -228 No 828 57 -228 1221 GLOBAL Cartesian 996 57 -228 No 996 57 -228 1222 GLOBAL Cartesian 1164 57 -228 No 1164 57 -228 1223 GLOBAL Cartesian 1332 57 -228 No 1332 57 -228 1224 Wall G 4' w/3 Cartesian 600 416 114.9 No 576 416 114.9 openings 1225 Wall G 4' w/3 Cartesian 642 416 114.9 No 618 416 114.9 openings 1226 Wall G 4' w/3 Cartesian 684 416 114.9 No 660 416 114.9 openings 1227 Wall G 4' w/3 Cartesian 1104 416 114.9 No 1080 416 114.9 openings 1228 Wall G 4' w/3 Cartesian 1272 416 114.9 No 1248 416 114.9 openings 1229 Wall G 4' w/3 Cartesian 516 416 184.8 No 492 416 184.8 openings 1230 WaII G 4' w/3 Cartesian 558 416 184.8 No 534 416 184.8 openings 1231 Wall G 4' w/3 Cartesian 852 416 184.8 No 828 416 184.8 openings 1232 Wall G 4' w/3 Cartesian 894 416 184.8 No 870 416 184.8 openings 1233 Wall G 4' w/3 Cartesian 936 416 184.8 No 912 416 184.8 openings 1234 Wall G 4' w/3 Cartesian 978 416 184.8 No 954 416 184.8 openings Computers and Structures, Inc. Page 43 of 140 Page 113 of 156 o E) co c > Z' LL (0 N ` M � Z N (nu_ QLo N d N 0 1 CO CO 0 • m COc c 0 0 U 'o 0.0ea 20170215-Plinth.sdb N 0 >- c �o • 0 X •c To . •a 0 , • a N >- c 1 c O X 0 a O O U to V co co co co co co co co co co cc0 cooco (00 coo coo coo coo cooCCD C• CD C• CD CCD ((0ui 0 CCD CO CCD CCD CO CCOO CO CO CO CO CO CO CO CO (O CO CO CO Co CO (0 CO CO CO CO CO ✓ v v . • . 'Crv v o v a v a v v v v v v v 0 CO Ca a v CO OD 0 N _O 0) CO CO 0) 03 . O C0 CO 0 0 CO C-- co 0 0) CI) C) a) C) v Co )n C) O Co O V' O) sT M 0) 0 N C) M ▪ v v v 40 C0 (O 0 N N o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZZ -Z Z Z Z ZZZ Z ZZ Z ZZ Z ZZ Z ZZ Oo ao ao aD ao ao co. co. 00 ani ani ami cri m m (00 (0 (0 10 00 CO C CO CO co CO (0 C0 CO CO CO CO (0 C0 Coi0 co co, CO Co CO . v . a v a v v o v v v v v a v v v v v 0 (O c0 v v 0 10 .ct N CND a- 1 0) Cr) N- O 0 C) M C7 V 7 O C) N Cr 0 CV N N 7 C) CO cc?, CO f0 O N N N CO c c c c c c c c c c c C c c C C C C C C C m m (13 m c0 m C0 m m (0 40 CO CO CO CO Co CO (0 C0 CO CO t t. t t t t t t t t tco co co ac co co co m co. r t t t t t • t r t t co coco co co co co co co co co co U U U U U U U U U U U U 0 0 0 0 U 0 0 0 0 C+) C) C) C) 4') M M M C) C) C) M C) M C) C) M C) M M C) • 0) 0) 0) 3 3 0 3 0) 3 0) 3 0 3 0) 3 0 3 0) 3 m 3 0) 3 0) 3 0 3 0) 3 0) 3 0) 3 0 3 3 0) ' c a c a c a C a C a c c' C a c a c 'C ' C v c c V c C C a c c a c a c o aci o 2 o 2 o 2 o 2i o 2 o 2i o aci o aci o 2 0 5 o g o 2 o aci o 2 o s o g o g C7 aci o g o 2 — n— n— a— a— a— a— n— a— n— a— a— a— n= n— a— a— a— a= a= a= a coo coo coo o o o o o o o o coo o o o coo coo coo coo coo coo )f) CO (- C0 0) O N C) C[) CO n CO 0) 0 N M Cl) C) C) C) C) C) • Q Q V* .7 d' V CC) 10 44) CC) (0 )17 N N N N N N N N N N N N N N N N N N N N N Page 44 of 140 Computers and Structures, Inc. Page 114 of 156 20170215-Plinth.sdb m d H N c ao my 0 5 >- c .0 0 0 X a 0 0 -) m a (1) N C >- •C c i0 m 0. 1— '2 'd O O U CO CO ao a:, 0) co 0 0 op COco CO 03 03 CO CO 03 03 03 CO ) tr0) 0) 0) 0) 0) CO CO (D 0 (O CO co CO co O (o O O 0 0 0 0 0 0 0 0 0 v. v4 v v v v o v v (O 4 0 0 (0 CO_0 0 CO n co o v O) a) h (0 0) v 0 CO((0 0 O (o r- (0 co 7 C7) V' '- a) t- 10 N CO O r- 4 4 (o CO CO O r N LLl di (h (o 4 (n CO A.- 4 (0 r- o - 0) v r. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZZ ZZ Z ZZZ ZZ ZZZ Z Z Z Z ZZZ Z o cO o o CO CO o CO O (0 - (0 CO CO CO 0) 0) 0) (0 Lc) CO CO CO CO (0 CO CO 0) CC) 0) 0) CO (O CO CO (O C0 CO (0 0 (O CO O 0 O 0 0 0 0 0 O 0 O st V Nr 7 TY O V 0 N N N t7 C') N 4 M (b0 N O V (00 R (O O N 7 N CV N CO O 71- N CO M () 4 (00 c c c c c c c c c c c c c c c c c c c c c (o (a (a (a CO (a CO (0 (a m CO CO CO (a (a CO (a (o COCO (o .N .N .N .N .N .N .N .N .N .N .y .N ,N ,a .( ,N ,N ,N ,N ,N,N a) a) a) a) a) 0 a) a) a) a) a) a) CU CU a) a) a) a) c) a) a) r r 'C C C t r r C C C C C r C r C 'C -c t . (0 (0 as as as (o (o (C) (U CO CO (o (o CO (6 (a (6 (a CC) (0 (o U U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (() f() (() M M M C9 M lh (+) (n (n (0 *0 U) U) (n () (0 tO (n c,3�, 3w3(n 3&)3(003(0 U) 03(03(0 3Q) 303 u,3(�3u, 3H3( (0 3(� OI_ �)_ 0)_ O)_ 0)_ O)_ O)_ 0)_ 0)_ 0)_ O)_ 0)_ O)_ (D)_ 0)_ 0)_ 0)_ 0)_ 0) 0)_ 0) .0 0 0 .0 0 .0 0 C st 0 4t C N c N c N C N C N c N c (V C N c N c N C N ,c 0ac)0m05050c7,0505050(50ma5a5aa5<E Qac)Qac)Qac)Qm<E<Eaac) 0 0 m o m o w o m o M o 0 0 m o Sa o Sao m o M o M o M o M o M o w o m o m o w o M o• ul 1.0 co co (0 (0 (0 (0 N N N N N N N N (o ' (0 N- 0 0) O N (+) a (o CO CO CO CD CO CO (- (- (- t` t` n I,- CV `N N N N N N N N N N N N Page 45 of 140 Computers and Structures, Inc. Page 115 of 156 Co O L>L N N M 15 Z U) Li Lo -3 0 0 0 O O O N O lC 0 0 to C 0 0 0 U c 0 0 FO - 20170215-Plinth.sdb N _0 5 >- c io X c is 40 0 0 O (.00 o CO CO (D CO (0 (0 (.0 0) 0) 0) 0) 0) 0) 0) 0) 0) • u 0) 0) 0) 0) a) 0 0) 0) 0) 0)CD v v v v v v v v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O a CD OO O N 0 N - 0 0) CO a 0) 0 n CA a CO CO CD 0 0) N r`CO N (0 r- a co M n I() N (D 0 CO O a CO CO O) O M a a LL1 M M a ✓ � a • N 0 m U 10 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 m Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0. (0 N C (0 - - CO CO (.0 (0 (0 (0 CO CO (0 CO 0) 0) 0) O)'- C7) O) 0) 0) m • CA O 0) O 0) 01 O o) O 0). 't 4 V tetd Q Q 7 CD CD • } C O 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 0 0 0 • C a a CO N a C [) a O a CD a0 tM N a M N M Co O N I O O 0) 1l) 0) M O a CO 0) M N (0 O a (0 cA 0) M 0 CO 4[) a Co 0 0) a- a- M a a CO e- a- M a X (o r 1 . M 0) r- r- .0 •a 1- • •13 0 U 0 T d) O. 0 0 c c c c c c c c c c c c c c c cc C c c c O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (9 0 (a •tl) N .0 •(0 .(0 .N (A a V) f/) U) a to "a *a .(0 '(0 .iii (0 (7 4) C) C) C) CU C) CU CU C) C) C) C) C) C) C) C) CU CU (U C) C) C) 'C C C C C C C 'C C C C C C C C C C C •C C 'C O 0 0 0 0 (C co Ca (6 0 (a co (a W 0 (a co (a (a 0 co 0 0 0 0 0 0 0 0 0 0 0 U U 0 0 0 0 0 0 0 0 1. 7 u•) Cn (4) C[) ([) ((') 4!) t0 (1) (() (() O 14) 14) ([) U) U) U) (l) (0 § N 3 N 3(0 3 (4) 3� 3 N 3 N 3 (4) 3 Cn ( 3 (1) Cn 3 N N 3 N 3 N 3 N 3 N (T_ 0)_ CT_ 0)_ 0)_ 0)_ 0)_ 0)_ 0)_ -CA_ 0) 0)_ 0)_ 0)_ 0)_ 0)_ 0)_ 0)_ 0)_ 0)_ 0) (V.c N.c N.c N.c N C N.c N.c CVC (VC (VC NC NC NC NC NC N C NC (VC N.c NC NC Q Q Q y Q CU Q C Q • Q Q Q C Q C Q Q Q C Q C Q Q C Q CU Q y Q CU Q( Q 700700 M o M o M o M o M o M o M o M o M o M o M o M o M o M o M o M o M o M o MO • CO 0) 0N M g (0 (o n co 0) • o • N- f` r•-•ao (o Co (o (o co ao a) co 0) N N N N N N N N' N N N N N N 0) 0) 0) 0) CO 0) N N N N N N Page 46 of 140 Computers and Structures, Inc. Page 116 of 156 o r- co • N u- • f0 N M Z a) U) LL - L Qo 0 10 m U N C N � O X c d 0 (1) 20170215-Plinth.sdb 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) . sr st st St sr St v st st st st st 0) (0 (0 CO ▪ (0 (0 (0 O 000 0 O O O O O O 0 O O 0 O 0 O O 0 0 (0 O O sr CO (O O N_ O N sr _O 0) CO St CO CO CO CO O CO 0 a) CV n OD N CO n st 00 N CO O n (D (C) CO CO CO C0 CO a) O ' C) st st ▪ C) C) (0 CO CD r n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 z z Z Z z Z Z Z Z z z Z Z z Z z z Z Z z z 0. p CV N c a) a) 0) 0) 0) 0) 0) 0) a) a) 0) 0) 0)" 0) 0) 4st st 'd' '? v 't v 4 4sf st V 4 st CO (ti 10 6 (() tri a- O CO CO CO CO CD V CO a Table: Joint Coordinate >- c 0 0 0 0 0 0 0 0 0 0 O O O 0 0 O O O 0 0 O ix C O N St st CO N st CO at CO O to st 0) N CO O N O N 4' O ..0CO O 0) (O 0) 0) 0 at OD 0) 0) n V O) Cr) 0 O CO CO CO u) st CO OD a) r - 0) st (O 0) 0) 'Cr CO ( a0 (D X OD 0) O) n t..- 0. A 8 0 co 00 U c c c c c c c c c c c c c c c c c c c c c (0(0 (O (0 CO (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 (0 .N .y .(0 .N .N .N .y .N .(0 .(0 .(0 .y .y .N .N ,N ,( ,N .N ,N ,0 C C C C C C C C C C t C 'C C C C C C C ▪ t t CO CO U U 0 0 CO CO CO CO CO 03 0 0 CO CO 0 CO CO CO CO CO CO O u) (0 10 ([) (f) (0 (O ([) (() 41) (f) to (C) (O (() (0 O (O ([) (1) 0; 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0 3 0; 0 3 0 3 0 rn_ rn_ rn rn rn_ rn_ 0)_ 0) 0) 0) 0) 0) 0)_ rn_ CM 0) 0) 0) 0) N C N C N ,C N C N C N C N .0 N C N C N C N C N C N .c N ,C N C N C N C N .c N C N C N C <5<5<5< CD CD CU ; a�aa�a�a�a aWa�a�a�aaWaa� O O O O O O O eco(co cc o(50(co c0 0(co w o m o cco m O@ 0 <0 0. 0 0) 0) 0 0 0 0 N N 0) 0) 0) 0) LO O O O • O 0) 0 .- N 0) st (O (O n CO 0) 0) 0) 0) 01 0) 0) 0) 0) 0) 0) 0) 0) 0) Page 47 of 140 Computers and Structures, Page 117 of 156 SAP2000 v18.2.0 20170215-Plinth.sdb N c a _O >- •c To .0 0 X c R a O 0 7 (a at 0. 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(0 co c0 co eti in an (4i ori ui (0 0) • 0) ui - Lc) ui d Tr v co (0 CO CO CO CO (0 CO (0 CD (0 CO CO CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O QD 0)) CV On N a00 N (0 n O U) tT CO 00 O) O M a Q .V • n n n W N n N CCD O • M M O O O O 0 O O O O O O 0 0 O 'O O 0 O O O O Z ZZ Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZ Z Z CO CO O CO . 00 O a0 CD 0) LC/ ui Ui tri ui Ui ui ui ui ui °) Ui °) Li Ui Ii v CD CO CO CO (D CO CO CO CO CD (0 CO (0 (O OO 0 0 0 0 Tr (7 en M n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO N V CO V' CO O (O V' M N CD CO M M (V OW'0)O v a 0) v 0 CO 0 vd' OO 0) -(0) v (n n 0) n 0 CV M ' c c c c c c c c c c c c c c c c c c c c c m m m m m (O (O co (a (a m m m m CO CO m CO .N .CO .(0 .(0 ,N .y .N V) .coN .coN ,N .coN ,N ,N ,N ,O ,N ,O ,N ,N ,N a) a) to a) a) 0 a) a) 0 a) a) a) a) a) a) a) a) a) a) a) a) -c t t t r t t t t t = = t t t t t t C C C (a co (a co co co CO CO co Co CO CO CO CO (o (6 (a (a co co (a 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (o M U) U) U) u) U) (O u) U) U) (A U) CO U) U) U) u) U) (O U) • 0 0 0 0 3 of Ci) 0; 0 0) N 0 ; co -+y (n 3 0 3 N 3 H 3 0 0 O) O _ O _ O _ 0) 0) 0) O _ 0) _ _ 0) O) _ 0) _ 0) _ 0) _ O 0) _ 0) O _ 0) (A N ,C -CV ,C N ,C N c N ,C N c (V C Q O Q O Q O Q O Q a) Q a) Q O Q 0 Q O Q O Q CL) Q O Q O Q O Q O Q O Q O Q O Q O Q O Q O 0 (O o CO o 0 0 (O o (O o (O o 0 0 0 0 (O o (O o 0 0 (O o 0 OE o OE CO o OE CO o OE (O o 0 0 OE coo (O o (O o O) O N M V (O (0 n O O) O• N M a U) (D n a0 O N N N N N N N N N N M M M 2 0) M M M M M M 01 M M M M co M 01 M M M M M M M M M M M M Page 48 of 140 Computers and Structures, Inc. Page 118 of 156 N 0 r A N l0 0 0 U 0 .0 co 20170215-Plinth.sdb N C a O. 0 } c m 0 X c To • O <6 0 0. N N c c i c X 1— O O ,U co N U c ao ao 00 CO COCo CO CO Co CO CO CO CO O CO (0(00000 coo coo coo coo cco cco coo ago (0 CO CO 00 00 CO CO CO 0 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO CO O 0 0 a CD O 0 CO 0 N ON O O) CO O) O CO r- (O N 00 CO CO N CO - h a CO (f) C7 N. (f) C`� .-- LO CD (D CO ao O) O eNN) v v v ' ' Z Z Z 0 Z Z Z Z Z Z Z Z Z Z 0 ZZZZ ao ao ao ao ao m ao (0 ao 0o co ao ao ao 0o co O O O O O O O O 0 0 0 cacao O O O O O O O CO W O O (O O N N a CD 7 CD CO (n C) N (') C) N (O N CO CO 0 v CO an 0) r) O v CO O C'7 r- CO CD O v 01 CD CD CO CO CO 0) .— . M V R (n C C C C C c c c c c c c c c c c c c c c c m m m m m m m (a m m m m m m m m m (o m (o .(0 .(0 .� .y .N .(0 .(0 .N .(0 .y ,(0 ,( ,N ,(0 ,y •N ,( ,N •(0 ,y .N C) C) 0) 0) C) C) C) C) C) C) C) C) 0) Q) C) C) C) C) Q) C) C) r r r r r . r r r r r r r r r r r r r r CO m m CO m CO CO CO CO CO CO CO m CO m CO m CO m (5 Of (A (A (n (n (n (C) (0 (n (n C[) (n '4) (n (C) (C) CO (1) L L N 3 N Ti N Ti N Ti N 3 N 3 N 3 N 3 N 3 rn - N 3 N 3 N 3 0 N 3 co N J VW c c- CA c( 0) C( C C o' c- c- 0)- 0) o- o 0) 0- C i N . N . N ,— N ,— N ,— N , N , N , N , N , N .0 N . N , N , N . N , N , m m < y< < E< E< E< <(< < aci < y< g Q g Q g< g< y Q y Q y 0 0 c c o o o w c) coo epo o o(Go ale) euo o o coo m o coo m o U o 00 3 3 3 3 3 3 3 3 3 3 3 3. 3 3 3 3 0 V' (• v . V a . V in (n (Nn (fa (n (a0n V 71. M C9 M N) Ch () () M M M (") (+) M (.) M M M C) M st V Computers and Structures, Inc. Page 119 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions 1 Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 54 ENV LRFD Combination Max 0.535 87.276 0 0 0 0 54 ENV LRFD Combination Min 0.088 1.806 0 0 0 0 58 ENV ASD Combination Max 0.208 1.259 0 0 0 0 gravity 58 ENV ASD Combination Min 0.183 1.227 0 0 0 0 gravity 58 ENV LRFD Combination Max 0.292 87.435 0 0 0 0 58 ENV LRFD Combination Min -0.063 1.717 0 0 0 0 59 ENV ASD Combination Max 0.181 1.137 0 0 0 0 gravity 59 ENV ASD Combination Min 0.147 1.095 0 0 0 0 gravity 59 ENV LRFD Combination Max 0.253 88.446 0 0 0 0 59 ENV LRFD Combination Min -0.055 1.533 0 0 0 0 70 ENV ASD Combination Max -0.355 1.322 0 0 0 0 gravity 70 ENV ASD Combination Min -0.38 1.296 0 0 0 0 gravity 70 ENV LRFD Combination Max -0.142 87.624 0 0 0 0 70 ENV LRFD Combination Min -0.532 1.815 0 0 0 0 71 ENV ASD Combination Max -0.365 1.122 0 0 0 - 0 gravity 71 ENV ASD Combination Min -0.387 1.108 0 0 0 0 gravity 71 ENV LRFD Combination Max -0.299 90.204 0 0 0 0 71 ENV LRFD Combination Min -0.541 1.551 0 0 0 0 88 ENV ASD Combination Max 0.391 1.113 0 0 0 0 gravity 88 ENV ASD Combination Min 0.369 1.098 0 0 0 0 gravity 88 ENV LRFD Combination Max 0.547 89.886 0 0 0 0 88 . ENV LRFD Combination Min 0.247 1.538 0 0 0 0 91 ENV ASD Combination Max 0.398 0.28 0 0 0 0 gravity 91 ENV ASD Combination Min 0.381 0.278 0 0 0 0 gravity 91 ENV LRFD Combination Max 0.558 92.07 0 0 0 0 91 ENV LRFD Combination Min 0.438 0.39 0 0 0 0 106 ENV ASD Combination Max -0.38 0.286 0 0 0 0 gravity Computers and Structures, Inc. Page 104 of 140 Page 120 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 I Kip Kip Kip Kip -in Kip -in Kip -in 106 ENV ASD Combination Min -0.397 0.283 0 0 0 0 gravity 106 ENV LRFD Combination Max -0.46 92.377 0 0 0 0 106 ENV LRFD Combination Min -0.556 0.397 0 0 0 0 109 ENV ASD Combination Max -0.358 -0.44 0 0 0 0 gravity 109 ENV ASD Combination Min -0.375 -0.44 0 0 0 0 gravity 109 ENV LRFD Combination Max -0.502 91.592 0 0 0 0 109 ENV LRFD Combination Min -0.531 -0.616 0 0 0 0 110 ENV ASD Combination Max 0.376 -0.438 0 0 0 0 gravity 110 ENV ASD Combination Min 0.359 -0.439 0 0 0 0 gravity 110 ENV LRFD Combination Max 0.538 91.291 0 0 0 0 110 ENV LRFD Combination Min 0.503 -0.614 0 0 0 0 113 ENV ASD Combination Max 0.314 -1.098 0 0 0 0 gravity 113 ENV ASD Combination Min 0.295 -1.105 0 0 0 0 gravity 113 ENV LRFD Combination Max 0.611 87.823 0 0 0 0 113 ENV LRFD Combination Min 0.412 -1.547 0 0 0 0 114 ENV ASD Combination Max -0.293 -1.107 0 0 0 0 gravity 114 ENV ASD Combination Min -0.312 -1.114 0 0 0 0 gravity 114 ENV LRFD Combination Max -0.41 88.1 0 0 0 0 114 ENV LRFD Combination Min -0.559 -1.559 0 0 0 0 118 ENV ASD Combination Max -0.261 -1.24 0 0 0 0 gravity 118 ENV ASD Combination Min -0.283 -1.253 0 0 0 0 gravity 118 ENV LRFD Combination Max -0.366 85.558 0 0 0 0 118 ENV LRFD Combination Min -0.638 -1.754 0 0 0 0 119 ENV ASD Combination Max 0.284 -1.231 0 0 0 0 gravity 119 ENV ASD Combination Min 0.262 -1.243 0 0 0 0 gravity 119 ENV LRFD Combination Max 0.709 85.307 0 0 0 0 119 ENV LRFD Combination Min 0.367 -1.741 0 0 0 0 Computers and Structures, Inc. Page 105 of 140 Page 121 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType FI F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 123 ENV ASD Combination Max 0.1 -1.144 0 0 0 0 gravity 123 ENV ASD Combination Min 0.076 -1.167 0 0 0 0 gravity 123 ENV LRFD Combination Max 0.377 85.954 0 0 0 0 123 ENV LRFD Combination Min 0.107 -1.633 0 0 0 0 124 ENV ASD Combination Max 0.148 -1.198 0 0 0 0 gravity 124 ENV ASD Combination Min 0.122 -1.241 0 0 0 0 gravity 124 ENV LRFD Combination Max 0.454 86.044 0 0 0 0 124 ENV LRFD Combination Min 0.17 -1.738 0 0 0 0 127 ENV ASD Combination Max 0.116 1.318 0 0 0 0 gravity 127 ENV ASD Combination Min 0.086 1.26 0 0 0 .0 gravity . 127 ENV LRFD Combination Max 0.162 87.588 0 0 0 0 127 ENV LRFD Combination Min -0.067 1.764 0 0 0 0 128 ENV ASD Combination Max 0.095 -1.134 0 0 0 0 gravity 128 ENV ASD Combination Min 0.049 -1.196 0 0 0 0 gravity 128 ENV LRFD Combination Max 0.303 86.839 0 0 0 0 128 ENV LRFD Combination Min 0.069 -1.675 0 0 0 0 131 ENV ASD Combination Max -0.084 1.33 0 0 0 0 gravity 131 ENV ASD Combination Min -0.085 1.265 0 0 0 0 gravity 131 ENV LRFD Combination Max -0.117 87.913 0 0 0 0 131 ENV LRFD Combination Min -0.181 1.771 0 0 0 0 136 ENV ASD Combination Max -0.04 -1.255 '0 0 0 0 gravity 136 ENV ASD Combination Min -0.042 -1.338 0 0 0 0 gravity 136 ENV LRFD Combination Max 0.013 86.264 0 0 0 0 136 ENV LRFD Combination Min -0.058 -1.873 0 0 0 0 137 ENV ASD Combination Max 0.084 1.33 0 0 0 0 gravity 137 ENV ASD Combination Min 0.082 1.266 0 0 0 0 gravity 137 ENV LRFD Combination Max 0.117 87.944 0 0 0 0 Computers and Structures, Inc. Page 106 of 140 Page 122 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 137 ENV LRFD Combination Min 0.087 1.772 0 0 0 0 140 ENV ASD Combination Max 0.039 -1.255 0 0 0 0 gravity 140 ENV ASD Combination Min 0.038 -1.338 0 0 0 0 gravity 140 ENV LRFD Combination Max 0.076 86.295 0 0 0 0 140 ENV LRFD Combination Min 0.053 -1.873 0 0 0 0 141 ENV ASD Combination Max -0.087 1.32 0 0 0 0 gravity 141 ENV ASD Combination Min -0.117 1.262 0 0 0 0 gravity 141 ENV LRFD Combination Max -0.022 87.684 0 0 0 0 141 ENV LRFD Combination Min -0.164 1.767 0 0 0 0 145 ENV ASD Combination Max -0.052 -1.136 0 0 0 0 gravity 145 ENV ASD Combination Min -0.098 -1.198 0 0 0 0 gravity 145 ENV LRFD Combination Max -0.072 86.936 0 0 0 0 145 ENV LRFD Combination Min -0.211 -1.678 0 0 0 0 146 ENV ASD Combination Max -0.147 1.142 0 0 0 0 gravity 146 ENV ASD Combination Min -0.181 1.1 0 0 0 0 gravity 146 ENV LRFD Combination Max -0.03 88.612 0 0 0 0 146 ENV LRFD Combination Min -0.253 1.539 0 0 0 0 149 ENV ASD Combination Max -0.121 -1.202 0 0 0 0 gravity 149 ENV ASD Combination Min -0.148 -1.246 0 0 0 0 gravity 149 ENV LRFD Combination Max -0.17 86.202 0 0 0 0 149 ENV LRFD Combination Min -0.371 -1.744 0 0 0 0 150 ENV ASD Combination Max -0.181 1.267 0 0 0 0 gravity 150 ENV ASD Combination Min -0.207 1.234 0 0 0 0 gravity 150 ENV LRFD Combination Max -0.0005162 87.673 0 0 0 0 150 ENV LRFD Combination Min -0.29 1.727 0 0 0 0 154 ENV ASD Combination Max -0.073 -1.151 0 0 0 0 gravity 154 ENV ASD Combination Min -0.096 -1.174 0 0 0 0 gravity Computers and Structures, Inc. Page 107 of 140 Page 123 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in . Kip -in Kip -in 154 ENV LRFD Combination Max -0.102 86.165 0 0 0 0 154 ENV LRFD Combination Min -0.297 -1.643 0 0 0 0 155 ENV ASD Combination Max -0.143 1.053 0 0 0 0 gravity 155 ENV ASD Combination Min -0.164 1.029 0 0 0 0 gravity 155 ENV LRFD Combination Max -0.002601 90.371 0 0 0 0 155 ENV LRFD Combination Min -0.23 1.441 0 0 0 0 159 ENV ASD Combination Max -0.118 0.963 0 0 0 0 gravity 159 ENV ASD Combination Min -0.144 0.927 0 0 0 0 gravity 159 ENV LRFD Combination Max -0.093 90.491 0 0 0 0 159 ENV LRFD Combination Min -0.202 1.298 0 0 0 0 160 ENV ASD Combination Max -0.093 1.148 0 0 0 0 gravity 160 ENV ASD Combination Min -0.116 1.094 0 0 0 0 gravity 160 ENV LRFD Combination Max -0.13 90.648 0 0 0 0 160 ENV LRFD Combination Min -0.162 1.532 0 0 0 0 163 ENV ASD 'Combination Max 0.041 1.152 0 0 0 0 gravity 163 ENV ASD Combination Min 0.038 1.09 0 0 0 0 gravity 163 ENV LRFD Combination Max 0.154 90.697 0 0 0 0 163 ENV LRFD Combination Min 0.054 1.526 0 0 0 0 164 ENV ASD Combination Max -0.041 1.152 0 0 0 0 gravity 164 ENV ASD Combination Min -0.043 1.09 0 0 0 0 gravity 164 ENV LRFD Combination Max -0.057 90.666 0 0 0 0 164 ENV LRFD Combination Min -0.222 1.526 0 0 0 0 167 ENV ASD Combination Max 0.114 1.146 0 0 0 0 gravity 167 ENV ASD Combination Min 0.092 1.092 0 0 0 0 gravity 167 ENV LRFD Combination Max 0.16 90.545 0 0 0 0 167 ENV LRFD Combination Min 0.076 1.529 0 0 0 0 168 ENV ASD Combination Max 0.143 0.959 0 0 0 0 gravity Computers and Structures, Inc. Page 108 of 140 Page 124 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 168 ENV ASD Combination Min 0.118 0.923 0 0 0 0 gravity 168 ENV LRFD Combination Max 0.201 90.317 0 0 0 0 168 ENV LRFD Combination Min 0.033 1.293 0 0 0 0 172 ENV ASD Combination Max 0.165 1.047 0 0 0 0 gravity 172 ENV ASD Combination Min 0.144 1.023 0 0 0 0 gravity 172 ENV LRFD Combination Max 0.232 90.118 0 0 0 0 172 ENV LRFD Combination Min -0.052 1.432 0 0 0 0 173 ENV ASD Combination Max 0.143 0.271 0 0 0 0 gravity 173 ENV ASD Combination Min 0.128 0.265 0 0 0 0 gravity 173 ENV LRFD Combination Max 0.201 92.284 0 0 0 0 173 ENV LRFD Combination Min 0.086 0.371 0 0 0 0 177 ENV ASD Combination Max 0.094 0.245 0 0 0 0 gravity 177 ENV ASD Combination Min 0.077 0.233 0 0 0 0 gravity 177 ENV LRFD Combination Max 0.131 92.365 0 0 0 0 177 ENV LRFD Combination Min 0.106 0.327 0 0 0 0 178 ENV ASD Combination Max 0.072 0.321 0 0 0 0 gravity 178 ENV ASD Combination Min 0.057 0.303 0 0 0 0 gravity 178 ENV LRFD Combination Max 0.137 92.819 0 0 0 0 178 ENV LRFD Combination Min 0.08 0.424 0 0 0 0 181 ENV ASD Combination Max -0.013 0.311 0 0 0 0 gravity 181 ENV ASD Combination Min -0.014 0.292 0 0 0 0 gravity 181 ENV LRFD Combination _ Max -0.018 92.935 0 0 0 0 181 ENV LRFD Combination Min -0.095 0.409 0 0 0 0 182 ENV ASD Combination Max 0.012 0.311 0 0 0 0 gravity 182 ENV ASD Combination Min 0.01 0.292 0 0 0 0 gravity 182 ENV LRFD Combination Max 0.075 92.969 0 0 0 0 182 ENV LRFD Combination Min 0.014 0.409 0 0 0 0 Computers and Structures, Inc. Page 109 of 140 Page 125 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 185 ENV ASD Combination Max -0.059 0.321 0 0 0 0 gravity 185 ENV ASD Combination Min -0.074 0.303 0 0 0 0 gravity 185 ENV LRFD Combination Max -0.082 92.926 0 0 0 0 185 ENV LRFD Combination Min -0.154 0.425 0 0 0 0 186 ENV ASD Combination Max -0.079 0.246 0 0 0 0 gravity 186 ENV ASD Combination Min -0.095 0.234 0 0 0 0 gravity 186 ENV LRFD Combination Max -0.11 92.545 0 0 0 0 186 ENV LRFD Combination Min -0.133 0.328 0 0 0 0 190 ENV ASD Combination Max -0.128 0.273 0 0 0 0 gravity 190 ENV ASD Combination Min -0.143 0.267 0 0 0 0 gravity 190 ENV LRFD Combination Max -0.107 92.535 0 0 0 0 190 ENV LRFD Combination Min -0.2 0.374 0 0 0 0 191 ENV ASD Combination Max -0.123 -0.432 0 0 0 0 gravity 191 ENV ASD Combination Min -0.137 -0.436 0 0 . 0 0 gravity 191 ENV LRFD Combination Max -0.172 91.746 0 0 0 0 191 ENV LRFD Combination Min -0.226 -0.611 0 0 0 0 195 ENV ASD Combination Max -0.066 -0.47 0 0 0 0 gravity 195 ENV ASD Combination Min -0.08 -0.48 0 0 0 0 gravity 195 ENV LRFD Combination Max -0.092 91.813 0 0 0 0 195 ENV LRFD Combination Min -0.142 -0.672 0 0 0 0 196 ENV ASD Combination Max -0.042 -0.445 0 0. 0 0 gravity 196 ENV ASD Combination Min -0.06 -0.462 0 0 0 0 gravity 196 ENV LRFD Combination Max -0.059 92.062 0 0 0 0 196 ENV LRFD Combination Min -0.132 -0.647 0 0 0 0 199 ENV ASD Combination Max -0.001841 -0.483 0 0 0 0 gravity 199 ENV ASD Combination Min -0.003061 -0.508 0 0 0 0 gravity 199 ENV LRFD Combination Max 0.023 92.119 0 0 0 0 Computers and Structures, Inc. Page 110 of 140 Page 126 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType FI F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 199 ENV LRFD Combination Min -0.004286 -0.711 0 0 0 0 200 ENV ASD Combination Max 0.0004432 -0.483 0 0 0 0 gravity 200 ENV ASD Combination Min -0.0007403 -0.508 0 0 0 0 gravity 200 ENV LRFD Combination Max 0.0006205 92.084 0 0 0 0 200 ENV LRFD Combination Min -0.006779 -0.711 0 0 0 0 203 ENV ASD Combination Max 0.057 -0.445 0 0 0 0 gravity 203 ENV ASD Combination Min 0.04 -0.461 0 0 0 0 gravity 203 ENV LRFD Combination Max 0.149 91.957 0 0 0 0 203 ENV LRFD Combination Min 0.056 -0.646 0 0 0 0 204 ENV ASD Combination Max 0.079 -0.469 0 0 0 0 gravity 204 ENV ASD Combination Min 0.064 -0.479 0 0 0 0 gravity 204 ENV LRFD Combination Max 0.157 91.638 0 0 0 0 204 ENV LRFD Combination Min 0.09 -0.671 0 0 0 0 208 ENV ASD Combination Max 0.138 -0.43 0 0 0 0 gravity 208 ENV ASD Combination Min 0.123 -0.435 0 0 0 0 gravity 208 ENV LRFD Combination Max 0.235 91.505 0 0 0 0 208 ENV LRFD Combination Min 0.172 -0.609 0 0 0 0 209 ENV ASD Combination Max 0.131 -1.009 0 0 0 0 gravity 209 ENV ASD Combination Min 0.111 -1.027 0 0 0 0 gravity 209 ENV LRFD Combination Max 0.436 88.276 0 0 0 0 209 ENV LRFD Combination Min 0.155 -1.438 0 0 0 0 213 ENV ASD Combination Max 0.098 -1.074 0 0 0 0 gravity 213 ENV ASD Combination Min 0.078 -1.11 0 0 0 0 gravity 213 ENV LRFD Combination Max 0.238 88.452 0 0 0 0 213 ENV LRFD Combination Min 0.109 -1.554 0 0 0 0 214 ENV ASD Combination Max 0.07 -1.022 0 0 0 0 gravity 214 ENV ASD Combination Min 0.039 -1.077 0 0 0 0 gravity Computers and Structures, Inc. Page 111 of 140 Page 127 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 214 ENV LRFD Combination Max 0.211 88.78 0 0 0 0 214 ENV LRFD Combination Min 0.055 -1.508 0 0 0 0 217 ENV ASD Combination Max 0.002314 -1.132 0 0 0 0 gravity 217 ENV ASD Combination Min 0.001111 -1.207 0 0 0 0 gravity 217 ENV LRFD Combination Max 0.114 88.711 0 0 0 0 217 ENV LRFD Combination Min 0.001555 -1.69 0 0 0 0 218 ENV ASD Combination Max -0.003619 -1.132 0 0 0 0 gravity 218 ENV ASD Combination Min -0.004877 -1.207 0 0 0 0 gravity 218 ENV LRFD Combination Max -0.005066 • 88.743 0 0 0 0 218 ENV LRFD Combination Min -0.05 -1.69 0 0 0 0 220 ENV ASD Combination Max -0.042 -1.024 0 0 0 0 gravity 220 ENV ASD Combination Min -0.073 -1.079 0 0 0 0 gravity 220 ENV LRFD Combination Max -0.058 88.88 0 0 0 0 220 ENV LRFD Combination Min -0.146 -1.51 0 0 0 0 221 ENV ASD Combination Max -0.078 -1.077 0 0 0 0 gravity 221 ENV ASD Combination Min -0.098 -1.114 0 0 0 0 gravity 221 ENV LRFD Combination Max -0.11 88.616 0 0 0 0 221 ENV LRFD Combination Min -0.178 -1.56 0 0 0 0 223 ENV ASD Combination Max -0.109 -1.015 0 0 0 0 gravity 223 ENV ASD Combination Min -0.129 -1.033 0 0 0 0 gravity 223 ENV LRFD Combination Max -0.153 88.497 0 0 0 0 223 ENV LRFD Combination Min -0.382 -1.446 0 0 0 0 325 ENV ASD Combination Max -0.09 -0.251 53.294 0 0 0 gravity 325 ENV ASD Combination Min ' -0.097 -0:257 53.185 0 0 0 gravity 325 ENV LRFD Combination Max -0.003131 -0.352 74.611 0 0 0 325 ENV LRFD Combination Min -0.136 -26.086 11.281 0 0 0 371 ENV ASD Combination Max 0.00832 0.022 35.171 0 0 0 gravity Computers and Structures, Inc. Page 112 of 140 Page 128 of 156 20170215-Plinth.sdb Table: Joint Reactions SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 371 ENV ASD gravity Combination Min 371 ENV LRFD Combination Max 371 ENV LRFD Combination. Min 372 ENV ASD Combination Max gravity 372 ENV ASD Combination Min 0.004312 0.02 gravity 372 ENV LRFD Combination Max 0.006883 4.604 52.927 0 0 0 372 ENV LRFD Combination Min -0.00252 0.028 9.965 0 0 0 373 ENV ASD Combination Max 0.004092 0.018 36.866 0 0 0 gravity 373 ENV ASD Combination Min 0.003343 0.018 36.316 gravity 373 ENV LRFD Combination Max 0.005729 4.624 51.612 0 373 ENV LRFD Combination Min -0.002389 0.025 9.446 0 374 ENV ASD Combination Max -0.007713 0.022 35.342 0 gravity 374 ENV ASD Combination Min -0.008312 0.022 35.281 0 0 0 gravity 374 ENV LRFD Combination Max -0.002063 4.607 49.479 0 0 0 374 ENV LRFD Combination Min -0.012 0.03 8.728 0 0 0 375 ENV ASD Combination Max -0.007543 0.019 26.168 0 0 0 gravity 375 ENV ASD Combination Min -0.008071 0.018 26.122 0 0 0 gravity 375 ENV LRFD Combination Max -0.005596 4.654 36.635 0 0 0 375 ENV LRFD Combination Min -0.011 0.026 25.057 0 0 0 376 ENV ASD Combination Max 0.008133 0.018 26.035 0 0 0 gravity 376 ENV ASD Combination Min 0.007607 0.018 25.99 0 0 0 gravity 376 ENV LRFD Combination Max 0.011 . 4.645 36.448 0 0 376 ENV LRFD Combination Min 0.003949 0.025 24.794 0 0 377 ENV ASD Combination Max 0.007944 0.003286 15.577 0 0 gravity 377 ENV ASD Combination Min 0.00751 0.003236 15.47 0 0 gravity 377 ENV LRFD Combination Max 0.011 4.684 22.779 0 0 377 ENV LRFD Combination Min 0.008447 0.004531 21.658 0 0 0.007734 0.012 0.0002681 0.004917 0.022 4.598 0.03 0.021 35.101 49.24 8.171 37.805 37.503 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Computers and Structures, Inc: Page 113 of 140 Page 129 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType FI F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 378 ENV ASD Combination Max -0.007499 0.003397 15.624 0 0 0 gravity 378 ENV ASD Combination Min -0.007932 0.003336 15.519 0 0 0 gravity 378 ENV LRFD Combination Max -0.009093 4.692 22.745 0 0 0 378 ENV LRFD Combination Min -0.011 0.00467 21.727 0 0 0 379 ENV ASD Combination Max -0.007025 -0.009713 14.953 0 0 0 gravity 379 ENV ASD Combination Min -0.007439 -0.009726 14.854 0 0 0 gravity 379 ENV LRFD Combination Max -0.009835 4.678 20.935 0 0 0 379 ENV LRFD Combination Min -0.011 -0.014 17.325 0 0 0 380 ENV ASD Combination Max 0.007437 -0.009701 14.915 0 0 0 gravity 380 ENV ASD Combination Min 0.007021 -0.009704 14.813 0 0 0 gravity 380 ENV LRFD Combination Max 0.011 4.669 20.881 0 0 0 380 ENV LRFD Combination Min 0.009829 -0.014 17.469 0 0 0 381 ENV ASD Combination Max 0.006386 -0.022 22.647 0 0 0 gravity 381 ENV ASD Combination Min 0.005918 -0.022 22.591 0 0 0 gravity 381 ENV LRFD Combination Max 0.014 4.607 33.889 0 0 0 381 ENV LRFD Combination Min 0.008286 -0.03 31.628 0 0 0 382 ENV ASD Combination Max -0.005898 -0.022 22.767 0 0 0 gravity 382 ENV ASD Combination Min -0.00636 -0.022 22.715 0 0 0 gravity 382 ENV LRFD Combination Max -0.008257 4.615 33.782 0 0 0 382 ENV LRFD Combination Min -0.012 -0.031 31.802 0 0 0 383 ENV ASD Combination Max -0.005504 -0.024 29.586 0 0 0 gravity 383 ENV ASD Combination Min -0.00602 -0.024 29.573 0 0 0 gravity • 383 ENV LRFD Combination Max -0.007706 4.57 64.471 0 0 383 ENV LRFD Combination Min -0.015 -0.034 41.402 0 0 0 384 ENV ASD Combination Max 0.006037 -0.024 29.389 0 0 0 gravity 384 ENV ASD Combination Min 0.005513 -0.024 29.382 0 0 0 gravity 384 ENV LRFD Combination Max 0.017. 4.562 64.392 0 0 0 Computers and Structures, Inc. Page 114 of 140 Page 130 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 384 ENV LRFD Combination Min 0.007718 -0.034 41.134 0 0 0 385 ENV ASD Combination Max 0.002449 -0.023 31.012 0 0 0 gravity 385 ENV ASD Combination Min 0.001898 -0.023 30.783 0 0 0 gravity 385 ENV LRFD Combination Max 0.01 4.577 67.089 0 0 0 385 ENV LRFD Combination Min 0.002658 -0.032 43.096 0 0 0 386 ENV ASD Combination Max 0.003201 -0.024 32.937 0 0 0 gravity 386 ENV ASD Combination Min 0.002586 -0.024 32.378 0 0 0 gravity 386 ENV LRFD Combination Max - 0.011 4.581 70.088 0 0 0 386 ENV LRFD Combination Min 0.00362 -0.034 45.329 0 0 0 387 ENV ASD Combination Max 0.002651 0.021 41.149 0 0 0 gravity 387 ENV ASD Combination Min 0.001962 0.02 40.187 0 0 0 gravity 387 ENV LRFD Combination Max 0.003712 4.612 57.609 0 0 0 387 ENV LRFD Combination Min -0.002371 0.029 11.78 0 0 0 388 ENV ASD Combination Max 0.002028 -0.023 32.084 0 0 0 gravity 388 ENV ASD Combination Min 0.001097 -0.024 31.17 0 0 0 gravity 388 ENV LRFD Combination Max 0.007651 4.598 68.381 0 0 0 388 ENV LRFD Combination Min 0.001536 -0.033 43.638 0 0 0 389 ENV ASD Combination Max -0.001407 0.022 41.238 0 0 0 gravity 389 ENV ASD Combination Min -0.00151 0.02 40.07 0 0 0 gravity 389 ENV LRFD Combination Max -0.00197 4.62 57.733 0 0 0 389 ENV LRFD Combination Min -0.004144 0.029 11.422 0 0 0 390 ENV ASD Combination Max -0.0006758 -0.025 34.558 0 0 0 gravity 390 ENV ASD Combination Min -0.0007173 -0.026 33.228 0 0 0 gravity 390 ENV LRFD Combination Max 0.001303 4.589 72.852 0 0 0 390 ENV LRFD Combination Min -0.001004 -0.037 46.519 0 0 0 391 ENV ASD Combination Max 0.001447 0.022 41.239 0 0 0 gravity 391 ENV ASD Combination Min 0.001345 0.021 40.071 0 0 0 gravity ,Computers and Structures, Inc. Page 115 of 140 Page 131 of 156 2017021 5-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 Kip . Kip F3 M1 Kip Kip -in M2 M3 Kip -in Kip -in 391 ENV LRFD Combination Max 0.002026 4.621 57.735 0 0 0 391 ENV LRFD Combination Min 0.001417 0.029 11.364 0 0 0 392 ENV ASD Combination Max 0.0006411 -0.025 34.556 0 0 0 gravity 392 ENV ASD Combination Min 0.0005978 -0.026 33.226 0 0 0 gravity 392 ENV LRFD Combination Max 0.001288 4.59 72.901 0 0 0 392 ENV LRFD Combination Min 0.0008369 -0.037 46.516 0 0 0 393 ENV ASD Combination Max -0.002007 0.022 41.177 0 0 0 gravity 393 ENV ASD Combination Min -0.002697 0.02 40.214 0 0 0 gravity 393 ENV LRFD Combination Max -0.0002546 4.615 57.647 0 0 0 393 ENV LRFD Combination Min -0.003776 0.029 11.747 0 0 0 394 ENV ASD Combination Max -0.001172 -0.023 32.1 0 0 0 gravity 394 ENV ASD Combination Min -0.002104 -0.024 31.186 0 0 0 . gravity 394 ENV LRFD Combination Max -0.001641 4.601' 68.485 0 0 0 394 ENV LRFD Combination Min -0.005029 -0.033 43.661 0 0 0 395 ENV ASD Combination Max -0.003365 0.018 36.922 - 0 0 0 gravity 395 ENV ASD Combination Min -0.004116 0.018 36.372 0 0 0 gravity 395 ENV LRFD Combination Max -0.000102 4.629 51.69 0 0 0 395 ENV LRFD Combination Min -0.005763 0.025 9.458 0 0 0 396 ENV ASD Combination Max -0.002609 -0.024 32.986 0 0 0 gravity, 396 ENV ASD Combination Min -0.003223 -0.025 32.427 0 0 0 gravity 396 ENV LRFD Combination Max -0.003653 4.586 70.238 0 0 0 396 ENV LRFD Combination Min -0.008815 -0.034 45.398 0 0 0 397 ENV ASD Combination Max -0.004295 0.021 37.918 0 0 0 gravity 397 ENV ASD Combination Min -0.004909 0.02 37.619 0 0 0 gravity 397 ENV LRFD Combination Max 0.0004876 4.611 53.085 0 0 0 397 ENV LRFD Combination Min -0.006872 0.028 10.161 0 0 0 398 ENV ASD Combination Max -0.001848 -0.023 31.114 0 0 0 gravity Computers and Structures, Inc. Page 116 of 140 Page 132 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 -License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in. 398 ENV ASD Combination Min -0.002393 -0.023 30.884 0 0 0 gravity 398 ENV LRFD Combination Max -0.002588 4.583 67.268 0 0 0 398 ENV LRFD Combination Min -0.008032 -0.032 43.238 0 0 0 399 ENV ASD Combination Max -0.00344 0.017 29.042 0 0 0 gravity 399 ENV ASD Combination Min -0.003954 0.017 28.92 0 0 0 gravity 399 ENV LRFD Combination Max -7.62E-05 4.659 40.658 0 0 0 399 ENV LRFD Combination Min -0.005536 0.023 27.633 0 0 0 400 ENV ASD Combination Max -0.002778 0.015 29.03 0 0 0 gravity 400 ENV ASD Combination Min -0.003366 0.015 28.727 0 0 0 gravity 400 ENV LRFD Combination Max -0.001676 4.663 40.642 0 0 0 400 ENV LRFD Combination Min -0.004713 0.02 25.294 0 0 0 401 ENV ASD Combination Max , -0.002067 0.018 31.596 0 0 0 gravity 401 ENV ASD Combination Min -0.00258 0.017 31.012 0 0 0 gravity 401. ENV LRFD Combination Max -0.002617 4.668 44.234 0 0 0 . 401 ENV LRFD Combination. Min -0.003612 0.024 30.443 0 0 0 402 ENV ASD Combination Max 0.000606 0.018 31.602 0 0 0 gravity 402 ENV ASD Combination Min 0.000522 0.017 30.886 0 0 0 gravity 402 ENV LRFD Combination Max 0.002554 4.67 44.243 0 0 0 402 ENV LRFD Combination Min 0.0007308 0.024 29.489 0 0 0 403 ENV ASD Combination Max -0.0005904 0.018 31.603 0 0 0 gravity 403 ENV ASD Combination Min -0.0006748 0.017 30.887 0 0 0 gravity 403 ENV LRFD Combination Max -0.0008266 4.669 44.244 0 0 0 403 ENV LRFD Combination Min -0.004529 0.024 29.518 0 0 0 404 ENV ASD Combination Max 0.002525 0.018 31.584 0 0 0 gravity 404 ENV ASD Combination Min 0.002014 0.017 30.999 0 0 0 gravity 404 ENV LRFD Combination Max 0.003535 4.665 44.217 0 0 0 404 ENV LRFD Combination Min 0.000758 0.024 30.433 0 0 0 Computers and Structures, Inc. Page 117 of 140 Page 133 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions I Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 405 ENV ASD Combination Max 0.003329 0.015 29.002 0 0 0 gravity 405 ENV ASD Combination Min 0.002743 0.014 28.698 0 0 0 gravity 405 ENV LRFD Combination Max 0.004661 4.658 40.603 0 0 0 405 ENV LRFD Combination Min -0.0001107 0.02 25.239 0 0 0 406 ENV ASD Combination Max 0.003956 0.017 28.975 0 0 0 gravity 406 ENV ASD Combination Min 0.003446 0.016 28.852 0 0 0 gravity 406 ENV LRFD Combination Max 0.005539 4.652 40.565 0 0 0 406 ENV LRFD Combination Min -0.001585 0.023 27.458 0 0 0 407 ENV ASD Combination Max 0.003323 0.002884 18.508 0 0 0 gravity 407 ENV ASD Combination Min 0.00293 0.002771 18.47 0 0 0 gravity 407 ENV LRFD Combination Max 0.004653 4.691 26.298 0 0 0 407 ENV LRFD Combination Min 0.001984 0.00388 25.858 0 0 0 408 ENV ASD Combination Max 0.002291 0.002267 18.993 0 0 0 gravity 408 ENV ASD Combination Min 0.001897 0.002057 18.972 0 0 0 gravity 408 ENV LRFD Combination Max 0.003208 4.695 26.59 0 0 0 408 ENV LRFD Combination Min 0.002257 0.00288 25.704 0 0 0 409 ENV ASD Combination Max 0.001681 0.003518 19.737 0 0 0 gravity 409 ENV ASD Combination Min 0.00133 0.003207 19.611 0 0 0 gravity 409 ENV LRFD Combination Max 0.002679 4.706 28.936 0 0 0 409 ENV LRFD Combination Min 0.001861 0.00449 27.455 0 0 0 410 ENV ASD Combination Max -0.0001051 0.003287 19.737 0 0 0 gravity 410 ENV ASD Combination Min -0.0001538 0.002979 19.561 0 0 0 gravity 410 ENV LRFD Combination Max -0.0001471 4.709 28.48 0 0 0 410 ENV LRFD Combination Min -0.001763 0.00417 27.386 0 0 0 411 ENV ASD Combination Max 8.09E-05 0.003286 19.734 0 0 0 gravity 411 ENV ASD Combination "Min 3.168E-05 0.002978 19.559 0 0 0 gravity 411 ENV LRFD Combination Max 0.001182 4.71 28.475 0 0 0 Computers and Structures, Inc. Page 118 of 140 Page 134 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 411 ENV LRFD Combination Min 4.435E-05 0.004169 27.382 0 0 0 412 ENV ASD Combination Max -0.001393 0.003523 19.733 0 0 0 gravity 412 ENV ASD Combination Min -0.001746 0.003214 19.608 0 0 0 gravity 412 ENV LRFD Combination Max -0.00195 4.709 28.952 0 0 0 412 ENV LRFD Combination Min -0.003203 0.004499 27.451 0 0 0 413 ENV ASD Combination Max -0.001946 0.002282 18.99 0 0 0 gravity 413 ENV ASD Combination Min -0.00234 0.002074 18.97 0 0 0 gravity 413 ENV LRFD Combination Max -0.002724 .4.7 26.587 0 0 0 413 ENV LRFD Combination Min -0.003276 0.002903 25.738 0 0 0 414 ENV ASD Combination Max -0.002945 0.002928 18.52 0 0 0 gravity 414 ENV ASD Combination Min -0.003337 0.002813 18.481 0 0 0 gravity 414 ENV LRFD Combination Max -0.002598 4.698 26.329 0 0 0 414 ENV LRFD Combination Min -0.004672 0.003939 25.874 0 0 0 415 ENV ASD Combination Max -0.002771 -0.009737 17.724 0 0 0' gravity 415 ENV ASD Combination Min -0.003152 -0.009808 17.686 0 0 0 gravity • 415 ENV LRFD Combination Max -0.00388 4.683 24.814 0 0 0' 415 ENV LRFD Combination Min -0.005219 -0.014 21.653 0 0 0' 416 ,ENV ASD Combination Max -0.001644 -0.011 18.398 0 0 0 gravity 416 ENV ASD Combination Min -0.002002 -0.011 18.384 0 0 0 gravity 416 ENV LRFD Combination Max -0.002301 4.687 25.757 0 0 0 416 ENV LRFD Combination Min -0.003479 -0.015 22.464 0 0 0 417 ENV ASD Combination Max -0.00106 -0.01 18.599 0 0 0 gravity 417 ENV ASD Combination Min -0.001443 -0.011 18.485 0 0 0 gravity 417 ENV LRFD Combination Max -0.001484 4.693 26.038 0 0 0 417 ENV LRFD Combination Min -0.002972 -0.015 24.243 0 0 0 418 ENV ASD Combination Max -0.0001468 -0.011 18.828 0 0 0 gravity 418 ENV ASD Combination Min -0.0001929 -0.011 18.638 0 0 0 gravity Computers and Structures, Inc. Page 119 of 140 Page 135 of 156 20170215-Plinth.sdb Table: Joint Reactions SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 418 ENV LRFD Combination Max 0.000271 418 ENV LRFD Combination Min -0.00027 419 ENV ASD Combination Max 0.000117 gravity 419 ENVASD Combination Min 7.181E-05 -0.011 18.641 gravity 419 ENV LRFD Combination Max 0.0002005 4.694 26.363 0 0 0 419 ENV LRFD Combination Min 0.0001005 -0.016 24 0 0 0 420 ENV ASD Combination Max 0.001374 -0.01 18.604 0 0 0 gravity 420 ENV ASD Combination Min 0.0009924 -0.011 18.49 0 gravity 420 ENV LRFD Combination Max 0.003466 4.69 26.045 0 420 ENV LRFD Combination Min 0.001389 -0.015 24.229 0 421 ENV ASD Combination Max 0.001954 -0.011 18.402 0 gravity 421 ENV ASD Combination Min 0.001595 -0.011 18.388 0 0 gravity 421 ENV LRFD Combination Max 0.00392 4.682 25.763 0 0 0 421 ENV LRFD Combination Min 0.002233 -0.015 22.45 0 0 0 422 -ENVASD Combination Max 0.003141 -0.009708 17.715 0 0 0 gravity 422 ENV ASD Combination Min 0.002757 -0.009783 17.677 0 0 0 gravity 422 ENV LRFD Combination Max 0.005541 4.676 24.801 0 0 0 422 ENV LRFD Combination Min 0.00386 -0.014 21.684 0 0 0 423 ENV ASD Combination Max 0.003008 -0.02 24.959 0 0 0 gravity 423 ENV ASD Combination Min 0.002528 -0.02 24.861 0 0 0 gravity 423 ENV LRFD Combination Max 0.011 4.618 38.296 0 0 0 423 ENV LRFD Combination Min 0.003539 -0.029 34.805 0 0 0 424 ENV ASD Combination Max 0.00226 -0.021 26.344 0 0 0 gravity 424 ENV ASD Combination. Min 0.001792 -0.022 26.052 0 0 0 gravity 424 ENV LRFD Combination Max 0.006481 4.625 40.372 0 0 0 424 ENV LRFD Combination Min 0.002508 -0.031 36.472 0 0 0 425 ENV ASD Combination Max 0.001583 -0.021 26.137 0 0 0 gravity 4.695 -0.016 -0.011 26.359 24.003 18.831 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Computers and Structures, Inc. Page 120 of 140 Page 136 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions I Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 425 ENV ASD Combination Min 0.0009365 -0.022 25.591 0 0 0 gravity 425 ENV LRFD Combination Max 0.005399 4.633 41.121 0 0 0 425 ENV LRFD Combination Min 0.001311 -0.03 35.828 0 0 0 426 ENV ASD Combination Max 0.0001375 -0.023 27.424 0 0 0 gravity 426 ENV ASD Combination Min 7.981E-05 -0.024 26.621 0 0 0 gravity 426 ENV LRFD Combination Max 0.002894 4.633 42.248 0 0 0 426 ENV LRFD Combination Min 0.0001117 -0.034 37.269 0 0 0 427 ENV ASD Combination Max -0.0001566 -0.023 27.422 0 0 0 gravity 427 ENV ASD Combination Min -0.0002158 -0.024 26.619 0 0 0 gravity 427 ENV LRFD Combination Max -0.0002193 4.634 42.271 0 0 0 427 ENV LRFD Combination Min. -0.001043 -0.034 37.267 0 0 0 428 ENV ASD Combination Max -0.001006 -0.021 26.142 0 0 0 gravity 428 ENV ASD Combination Min -0.001654 -0.022 25.597 0 0 0 gravity 428 ENV LRFD Combination Max -0.001409 4.636 41.174 0 0 0 428 ENV LRFD Combination Min -0.00354 -0.03 35.836 0 0 0 429 ENV ASD Combination Max -0.001826 -0.022 26.366 0 0 0 gravity 429 ENV ASD Combination Min -0.002294 -0.022 26.074 0 0 0 gravity 429 ENV LRFD Combination Max -0.002557 4.629 40.438 0 0 0 429 ENV LRFD Combination Min -0.004729 -0.031 36.504 0 0 0 430 ENV ASD Combination Max -0.00251 -0.02 25.017 0 0 0 gravity 430 ENV ASD Combination Min -0.002986 -0.021 24.919 0 0 0 gravity 430 ENV LRFD Combination Max -0.003514 4.625 38.334 0 0 0 430 ENV LRFD Combination Min -0.008932 -0.029 34.886 0 0 0 1153 ENV ASD Combination Max -0.05 -0.234 57.37 0 0 0 gravity 1153 ENV ASD Combination Min -0.057 -0.241 56.903 0 0 0 gravity 1153 ENV LRFD Combination Max 0.029 -0.328 80.317 0 0 0 1153 ENV LRFD Combination Min -0.08 -26.159 14.057 0 0 0 Computers and Structures, Inc. Page 121 of 140 Page 137 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint outputCase CaseType StepType F1 F2 F3 M1 M2 M3] Kip Kip Kip Kip -in Kip -in Kip -in 1161 ENV ASD Combination Max -0.039 -0.205 55.916 0 0 0 gravity 1161 ENV ASD Combination Min -0.048 -0.214 55.066 0 0 0 gravity 1161 ENV LRFD Combination Max 0.028 -0.287 78.283 0 0 0 1161 ENV LRFD Combination Min -0.067 -26.394 13.254 0 0 0 1167 ENV ASD Combination Max 0.097 -0.253 53.559 0 0 0 gravity 1167 ENV ASD Combination Min 0.09 -0.258 53.463 0 0 0 gravity 1167 ENV LRFD Combination Max 0.136 -0.354 74.982 0 0 0 1167 ENV LRFD Combination Min 0.024 -26.196 12.143 0 0 0 1168 ENV ASD Combination Max 0.094 -0.213 39.36 0 0 0 gravity 1168 ENV ASD Combination Min 0.088 -0.216 39.288 0 0 0 gravity 1168 ENV LRFD Combination Max 0.132 -0.298 55.104 0 0 0 1168 ENV LRFD Combination Min 0.065 -26.737 37.413 0 0 0 1169 ENV ASD Combination Max -0.089 -0.211 39.154 0 0 0 gravity 1169 ENV ASD Combination Min -0.095 -0.214 39.084 0 0 0 gravity 1169 ENV LRFD Combination Max -0.046 -0.295 54.815 0 0 0 1169 ENV LRFD Combination Min -0.133 -26.633 37.007 0 0 0 1170 ENV ASD Combination Max -0.088 -0.038 22.97 0 0 0 gravity 1170 ENV ASD Combination Min -0.093 -0.038 22.804 0 0 0 gravity 1170 ENV LRFD Combination Max -0.099 -0.053 33.889 0 0 0 1170 ENV LRFD Combination Min -0:13 -27.089 31.925 0 0 0 1171 ENV ASD Combination Max 0.093 -0.039 23.043 0 0 0 gravity 1171 ENV ASD Combination Min 0.088 -0.04 22.88 0 0 0 gravity 1171 ENV LRFD Combination Max 0.13 -0.055 33.835 0 0 0 1171 ENV LRFD Combination Min 0.106 -27.191 32.032 0 0 0 1172 ENV ASD Combination Max 0.087 0.114 22.005 0 0 0 gravity 1172 ENV ASD Combination Min 0.082 0.113 21.852 0 0 0 gravity 1172 ENV LRFD Combination Max 0.125 0.159 30.806 0 0 0 Computers and Structures, Inc. Page 122 of 140 Page 138 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1172 ENV LRFD Combination Min 0.115 -27.025 25.448 0 0 0 1173 ENV ASD Combination Max -0.082 0.113 21.945 0 0 0 gravity 1173 ENV ASD Combination Min -0.087 0.113 21.788 0 0 0 gravity 1173 ENV LRFD Combination Max -0.115 0.159 30.723 0 0 0 1173 ENV LRFD Combination Min -0.128 -26.924 25.67 0 0 0 1174 ENV ASD Combination Max -0.069 0.254 33.912 0 0 0 gravity 1174 ENV ASD Combination Min -0.075 0.252 33.825 0 0 0 gravity 1174 ENV LRFD Combination Max -0.097 0.355 51.082 0 0 0 1174 ENV LRFD Combination Min -0.16 -26.194 47.355 0 0 0 1175 ENV ASD Combination Max 0.074 0.256 34.097 0 0 0 gravity 1175 ENV ASD Combination Min 0.069 0.254 34.017 0 0 0 gravity 1175 ENV LRFD Combination Max 0.142 0.358 50.916 0 0 0 1175 ENV LRFD Combination Min 0.096 -26.291 47.624 D 0 0 1176 ENV ASD Combination Max 0.07 0.285 44.65 0 0 0 gravity 1176 ENV ASD Combination Min 0.064 0.282 44.629 0 0 0 gravity 1176 ENV LRFD Combination Max 0.173 0.399 98.41 0 0 0 1176 ENV LRFD Combination Min 0.09 -25.757 62.481 0 0 0 1177 ENV ASD Combination Max -0.064 0.283 44.346 0 0 0 gravity 1177 ENV ASD Combination Min -0.071 0.281 44.334 0 0 0 gravity 1177 ENV LRFD Combination Max -0.09 0.396 98.289 0 0 0 1177 ENV LRFD Combination Min -0.199 -25.666 62.067 0 0 0 1178 ENV ASD Combination Max -0.022 0.268 46.856 0 0 0 gravity 1178 ENV ASD Combination Min -0.029 0.263 46.503 0 0 0 gravity 1178 ENV LRFD Combination Max -0.031 0.375 102.461 0 0 0 1178 ENV LRFD Combination Min -0.121 -25.842 65.104 0 0 0 1179 ENV ASD Combination Max -0.03 0.286 49.836 0 0 0 gravity 1179 ENV ASD Combination Min -0.037 0.276 48.971 0 0 0 gravity Computers and Structures, Inc. Page 123 of 140 Page 139 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1179 ENV LRFD Combination Max -0.042 0.4 107.104 0 0 0 1179 ENV LRFD Combination Min -0.131 -25.895 68.559 0 0 0 1180 ENV ASD Combination Max -0.023 -0.239 62.545 0 0 0 gravity 1180 ENV ASD Combination Min -0.031 -0.251 61.055 0 0 0 gravity 1180 ENV LRFD Combination Max 0.028 -0.334 87.563 0 0 0 1180 ENV LRFD Combination Min -0.043 -26.257 16.866 0 0 0 1181 ENV ASD Combination Max -0.013 0.278 48.516 0 0 0 gravity 1181 ENV ASD Combination Min -0.024 0.264 47.101 0 0 0 gravity 1181 ENV LRFD Combination Max -0.018 0.389 104.462 0 0 0 1181 ENV LRFD Combination Min -0.089 -26.084 65.942 0 0 0 1182 ENV ASD Combination Max 0.018 -0.239 62.682 0 0 0 gravity 1182 ENV ASD Combination Min 0.016 -0.253 60.875 0 0 0 gravity 1182 ENV LRFD Combination Max 0.048 -0.335 87.755 0 0 0 1182 ENV LRFD Combination Min 0.023 -26.341 16.312 0 0 0 1183 ENV ASD Combination Max 0.008376 0.308 52.345 0 0 0 gravity 1183 ENV ASD Combination Min 0.007892 0.29 50.286 0 0 0 gravity 1183 ENV LRFD Combination Max 0.012 0.431 111.38 0 0 0 1183 ENV LRFD Combination Min -0.015 -25.989 70.4 0 0 0 1184 ENV ASD Combination Max -0.016 -0.239 62.685 0 0 0 gravity 1184 ENV ASD Combination Min -0.017 -0.253 60.876 0 0 0 gravity 1184 ENV LRFD Combination Max -0.017 -0.335 87.759 0 0 0 1184 ENV LRFD Combination Min -0.024 -26.352 16.222 0 0 0 1185 ENV ASD Combination Max -0.00698 0.308 52.341 0 0 0 gravity 1185 ENV ASD Combination Min -0.007486 0.291 50.283 0 0 0' gravity 1185 ENV LRFD Combination Max -0.009773 0.431 111.456 0 0 0 1185 ENV LRFD Combination Min -0.015 -26 70.396 0 0 0 1186 ENV ASD Combination Max 0.031 -0.239 62.588 0 0 0 gravity Computers and Structures, Inc. Page 124 of 140 Page 140 of 156 20170215-Plinth.sdb Table: Joint Reactions SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1186 ENV ASD Combination Min 0.023 gravity 1186 ENV LRFD Combination Max 0.044 1186 ENV LRFD Combination Min 0.002974 1187 ENV ASD Combination Max 0.025 gravity 1187 ENV ASD Combination Min 0.014 0.265 gravity -0.251 -0.335 -26.291 0.278 61.097 87.623 16.816 48.541 47.126 0 0 0 0 0 0 0 0 0 0 0 0 0 1187 ENV LRFD Combination Max 0.059 0.389 104.622 0 0 0 1187 ENV LRFD Combination Min 0.019 -26.118 65.977 0 0 0 1188 ENV ASD Combination Max 0.048 -0.206 56.002 0 0 0 gravity 1188 ENV ASD Combination Min 0.039 -0.215 55.152 0 gravity 1188 ENV LRFD . Combination Max 0.067 -0.288 78.403 0 0 1188 ENV LRFD Combination Min 0.001191 -26.452 13.272 0 0 1189 ENV ASD Combination Max 0.038 0.287 49.911 0 0 gravity 1189 ENV ASD Combination Min 0.03 0.277 49.047 0 0 0 gravity 1189 ENV LRFD Combination Max 0.103 0.401 107.335 0 0 0 1189 ENV LRFD Combination Min 0.043 -25.951. 68.665 0 0 0 1190 ENV ASD Combination Max 0.057 -0.236 57.544 0 0 0 gravity 1190 ENV ASD Combination Min 0.05 -0.243 57.082 0 0 0 gravity 1190 ENV LRFD Combination Max 0.08 -0.33 80.561. 0 0 0 1190 ENV LRFD Combination. Min -0.005694 -26.241 14.36 0 0 0 1191 ENV ASD Combination Max 0.028 0.269 47.015 0 0 0 gravity 1191 ENV ASD Combination Min 0.022 0.264 46.659 0 0 0 gravity 1191 ENV LRFD Combination Max 0.094 0.377 102.739 0 0 0. 1191 ENV LRFD Combination Min 0.03 -25.917 65.323 0 0 0 1192 ENV ASD Combination Max 0.046 -0.193 43.807 0 0 0 . gravity 1192 ENV ASD Combination Min 0.04 -0.198 43.619 0 0 0 gravity 1192 ENV LRFD Combination Max 0.065 -0.27 61.33 0 0 0 1192 ENV LRFD Combination Min 0.0008899 -26.805 41.401 0 0 0 0 0 0 0 0 Computers and Structures, Inc. Page 125 of 140 Page 141 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1193 ENV ASD Combination Max 0.039 -0.17 43.789 0 0 0 gravity 1193 ENV ASD Combination Min 0.032 -0.177 43.32 0 0 0 gravity 1193 ENV LRFD Combination Max 0.055 -0.238 61.305 0 0 0 1193 ENV LRFD Combination Min 0.02 -26.848 37.781 0 0 0 1194 ENV ASD Combination Max 0.03 -0.204 47.761 0 0 0 gravity 1194 ENV ASD Combination Min 0.024 -0.215 46.856 0 0 0 gravity 1194 ENV LRFD Combination Max 0.042 -0.285 66.865 0 0 0 1194 ENV LRFD Combination Min 0.031 -26.91 45.749 0 0 0 1195 ENV ASD Combination Max -0.006096 -0.202 47.771 0 0 0 gravity 1195 ENV ASD Combination Min -0.007077 -0.215 46.662 0 0 0 gravity 1195 ENV LRFD Combination Max -0.008534 -0.283 66.879 0 0 0 1195 ENV LRFD Combination Min -0.03 -26.928 44.273 0 0 0 1196 ENV ASD Combination Max 0.007881 -0.202 47.772 0 0 0 gravity 1196 ENV ASD Combination Min 0.006895 -0.215 46.663 0 0 0 gravity 1196 ENV LRFD Combination Max 0.053 -0.283 66.88 0 0 0 1196 ENV LRFD Combination Min 0.009652 -26.917 44.317 0 0 0 1197 ENV ASD Combination Max -0.024 -0.203 47.742 0 0 0 gravity 1197 ENV ASD Combination Min -0.029 -0.215 46.837 0 0 0 gravity 1197 ENV LRFD Combination Max -0.008851 -0.285 66.839 0 0 0 1197 ENV LRFD Combination Min -0.041 -26.874 45.733 0 0 0 1198 ENV ASD Combination Max -0.032 -0.169 43.747 0 0 0 gravity 1198 ENV ASD Combination Min -0.039 -0.177 43.276 0 0 0 gravity 1198 ENV LRFD Combination Max 0.001293 -0.236 61.245 0 0 0 1198 ENV LRFD Combination Min -0.054 -26.788 37.695 0 0 0 1199 ENV ASD Combination Max -0.04 -0.191 43.705 0 • 0 0 gravity 1199 ENV ASD Combination Min -0.046 -0.196 43.514 0 0 0 gravity 1199 ENV LRFD Combination Max 0.019 -0.268 61.187 0 0 0 Computers and Structures, Inc. Page 126 of 140 Page 142 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint outputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1199 ENV LRFD Combination Min -0.065 -26.72 41.13 0 0 0 1200 ENV ASD Combination Max -0.034 -0.032 27.506 0 0 0 gravity 1200 ENV ASD Combination Min -0.039 -0.034 27.447 0 0 0 gravity 1200 ENV LRFD Combination Max -0.023 -0.045 39.334 0 0 0 1200 ENV LRFD Combination Min -0.054 -27.17 38.425 0 0 0 1201 ENV ASD Combination Max -0.022 -0.024 28.257 0 0 0 gravity 1201 ENV ASD Combination Min -0.027 -0.026 28.224 0 0 0 gravity 1201 ENV LRFD Combination Max -0.026 -0.034 39.559 0 0 0 1201 ENV LRFD Combination Min -0.037 -27.218 38.415 0 0 0 1202 ENV ASD Combination Max -0.016 -0.037 29.408 0 0 0 gravity 1202 ENV ASD Combination Min -0.02 -0.041 29.212 0 0 0 gravity 1202 ENV LRFD Combination Max -0.022 -0.052 43.416 0 0 0 1202 ENV LRFD Combination Min -0.031. -27.346 40.897 0 0 0 1203 ENV ASD Combination Max 0.001796 -0.035 29.407 0 0 0 gravity 1203 ENV ASD Combination Min 0.001227 -0.038 29.136 0 0 0 gravity 1203 ENV LRFD Combination Max 0.021 -0.049 42.71 0 0 0 1203 ENV LRFD Combination Min 0.001718 -27.389 40.79 0 0 0 1204 ENV ASD Combination Max -0.0003699 -0.035 29.404 0 0 0 gravity 1204 ENV ASD Combination Min -0.0009447 -0.038 29.132 0 0 0 gravity 1204 ENV LRFD Combination Max -0.0005179 -0.049 42.703 0 0 0 1204 ENV LRFD Combination Min -0.014 -27.4 40.785 0 0 0 1205 ENV ASD Combination Max 0.02 -0.038 29.402 0 0 0 gravity 1205 ENV ASD Combination Min 0.016 -0.041 29.208 0 0 0 gravity 1205 ENV LRFD Combination Max 0.037 -0.053 43.442 0 0 0 1205 ENV LRFD Combination Min 0.023 -27.382 40.891 0 0 0 1206 ENV ASD Combination Max 0.027 -0.024 28.252 0 0 0 gravity 1206 ENV ASD Combination Min 0.023 -0.027 28.221 0 0 0 gravity Computers and Structures, Inc. Page 127 of 140 Page 143 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1206 ENV LRFD Combination Max 0.038 -0.034 39.553 0 0 0 1206 ENV LRFD Combination Min 0.032 -27.278 38.467 0 0 0 1207 ENV ASD Combination Max 0.039 -0.033 27.524 0 0 0 gravity 1207 ENV ASD Combination Min 0.034 -0.034 27.465 0 0 0 gravity 1207 ENV LRFD Combination. Max 0.055 -0.046 39.382 0 0 0 1207 ENV LRFD Combination Min 0.03 -27.254 38.451 0 0 0 1208 ENV ASD Combination Max 0.037 0.115 26.292 0 0 0 gravity 1208 ENV ASD Combination Min 0.032 0.114 26.234 0 0 0 gravity 1208 ENV LRFD Combination Max 0.061 0.16 36.809 0 0 0 1208 ENV LRFD Combination Min 0.045 -27.087 32.146 0 0 0 1209 ENV ASD. Combination Max 0.023 0.126 27.335 0 0 0 gravity 1209 ENV ASD Combination Min 0.019 0.124 27.314 0 0 0 gravity 1209 ENV LRFD Combination Max 0.041 0.176 38.27 0 0 0 1209 ENV LRFD Combination Min 0.027 -27.125 33.4 0 0 0 1210 ENV ASD Combination Max `0.017 ' 0.123 27.646 0' 0 0 gravity 1210 ENV ASD Combination Min 0.012 0.12 27.471 0 0 0 gravity 1210 ENV LRFD Combination Max 0.035 0.173 38.705 0 0 0 1210 ENV LRFD Combination Min 0.017 -27.198 36.154 0 0 0 1211 ENV ASD Combination Max 0.002253 0.134 28.001 0 0 0 gravity 1211 ENV ASD Combination. Min 0.001715 0:128 27.708 0 0 0 gravity 1211 ENV LRFD Combination Max 0.003154 0.187 39.202 0 0 0 1211 ENV LRFD Combination Min -0.003164 -27.22 35.782 0 0 0 1212 ENV ASD Combination Max -0.0008386 0.134 28.005 0 0 0 gravity 1212 ENV ASD Combination Min -0.001366 0.128 27.711 0 0 0 gravity 1212 ENV LRFD Combination Max -0.001174 0.187 39.207 0 0 0 1212 ENV LRFD Combination Min -0.002341 -27.209 35.778 0 0 0 1213 ENV ASD Combination Max -0.012 0.123 27.654 0 0 0 gravity Computers and Structures, Inc. Page 128 of 140 Page 144 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 M1 M2 M3 I Kip Kip Kip Kip -in Kip -in Kip -in 1213 ENV ASD Combination Min -0.016 0.12 27.478 0 0 0 gravity 1213 ENV LRFD Combination Max -0.016 0.172 38.715 0 0 0 1213 ENV LRFD Combination Min -0.04 -27.162 36.132 0 0 0 1214 ENV ASD Combination Max -0.019 0.126 27.342 0 0 0 gravity 1214 ENV ASD Combination Min -0.023 0.124 27.32 0 0 0 gravity 1214 ENV LRFD Combination Max -0.026 0.176 38.279 0 0 0 1214 ENV LRFD Combination Min -0.046 -27.065 33.378 0 0 0 1215 ENV ASD Combination Max -0.032 0.114 26.279 0 0 0 gravity 1215 ENV ASD Combination Min -0.037 0.113 26.219 0 0 0 gravity 1215 ENV LRFD Combination Max -0.045 0.16 36.79 0 0 0 1215 ENV LRFD Combination Min -0.065 -27.005 32.194 0 0 0 1216 ENV ASD Combination Max -0.03 0.238 37.489 0 0 0 gravity 1216 ENV ASD Combination Min -0.035 0.235 37.337 0 0 0 gravity 1216 ENV LRFD Combination Max -01041 0.334 57.902 0 0 0 1216 ENV LRFD Combination Min -0.123 -26.328 52.272 0 0 0 1217 ENV ASD Combination Max -0.021 0.258 39.633 0 0 0 gravity 1217 ENV ASD Combination Min -0.026 0.25 39.18 0 0 0 gravity 1217 ENV LRFD Combination Max -0.029 0.361 61.115 0 0 0 1217 ENV LRFD Combination Min -0.076 -26.399 54.852 0 0 0 1218 ENV ASD Combination Max -0.011 0.253 39.312 0 0 0 gravity 1218 ENV ASD Combination Min -0.018 0.241 38.468 0 0 0 gravity 1218 ENV LRFD Combination Max -0.015 0.354 62.273 0 0 0 1218 ENV LRFD Combination Min -0.063 -26.494 53.855 0 0 0 1219 ENV ASD Combination Max -0.000932 0.281 41.304 0 0 0 gravity 1219 ENV ASD Combination Min -0.001605 0.265 40.061 0 0 0 gravity 1219 ENV LRFD Combination Max -0.001305 0.393 64.018 0 0 0 1219 ENV LRFD Combination Min -0.034 -26.502 56.086 0 0 0 Computers and Structures, Inc. Page 129 of 140 Page 145 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Joint Reactions Joint OutputCase CaseType StepType F1 F2 F3 ' M1 M2 M3 Kip Kip Kip Kip -in Kip -in Kip -in 1220 ENV ASD Combination Max 0.002519 0.281 41.301 0 0 0 gravity 1220 ENV ASD Combination Min 0.001829 0.265 40.058 0 0 0 gravity 1220 ENV LRFD Combination Max 0.012 0.393 64.054 0 0 0 1220 ENV LRFD Combination Min 0.00256 -26.513 56.082 0 0 0 1221 ENV ASD Combination Max 0.019 0.253 39.32 0 0 0 gravity 1221 ENV ASD Combination Min 0.012 0.241 38.477 0 0 0 gravity . 1221 ENV LRFD Combination Max 0.041 0.354 62.356 0 0 0 1221 ENV LRFD Combination Min 0.016 -26.528 53.867 0 0 0 1222 ENV ASD Combination Max 0.027 0.259 39.667 0 0 0 gravity 1222 ENV ASD Combination Min 0.021 0.251 39.215 0 0 0 gravity 1222 ENV LRFD Combination Max 0.055 0.363 61.217 0 0 0 1222 ENV LRFD Combination Min 0.03 -26.456 54.901 0 0 0 1223 ENV ASD Combination Max 0.035 0.24 37.579 0 0 0 gravity 1223 ENV ASD Combination Min 0.029 0.236 - 37.427 0- _ 0 0 gravity 1223 ENV LRFD Combination Max 0.104 0.335 57.96 0 0 0 1223 ENV LRFD Combination Min 0.041 -26.406 52.398 0 0 0 Table: Joint Restraint Assignments Table: Joint Restraint Assignments Joint U1 - U2 U3 R1 R2 R3 54 Yes Yes No, No No No 58 Yes Yes No No No No 59 Yes Yes No No No No 70 Yes Yes No No No No 71 Yes Yes No No No No 88 Yes Yes No No No No 91 Yes Yes No No No No 106 Yes Yes No No No No 109 Yes Yes No No No No Computers and Structures, Inc. 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LI 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c •Q M C � a 0- 0- CV CV � CV N- r N- n n N- n 0- 0- n n CV 1- CV 0- 0- N 1- n n N- N- Cl n n 0- 0- 0- 10- 10- (O CO (.0 (O CO (O (O 0 (O CO CO CO CO o CO CO c0 (0 (0 C0 (0 (0 (0 (0 C0 CO c0 CO (0 O (0 C0 C0 (0 c0 (0 (O (0 N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ie i0 o:0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .. J ....... J J J J J J J J J J JJJJ J J J J J J J J J J J J J J aaaQa¢¢Q¢aQa¢QQ¢a¢QaaQ¢aa¢¢¢aaa¢¢Qa¢<< mmmmmmmmmmmmmOJ mOJ mOJ OmJ mmmJ mmCO CO 03 03 J J J J m 03 CO CO J J J mmmmCO J CO CO ca O 0 O OOJOO O O OOO OJ J O OOOO OJJOOOJJOOOOOOOOOOOJOOOOOm 0 0 0 0 0 0 0 0 0 0 0 0 J J J J J J J J J J J J OOOOOOOoOOOO N M to O r a0 0) O (f) M (' o 0) O N M (c') CO I's CO 03 0 N C)(C) (O 0- 03 0) N N N N N N N N M N Cl) CO (0 (0 (0 100 N. 1- f- h 1- f, 0- N. f- 03 03 00 00 co O a0 (0 (0 00 00 O 0) Page 137 of 140 Computers and Structures, Inc. Page 153 of 156 20170215-Plinth.sdb 17 C C4 17 ae 12c Q Y c a •M Y c O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 'o O 0 0 0 0 0 0 0 0 0 0 0 0 •C7 O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 CO 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 o o 0 0 0 0 0 0 0 0 'o 0 0 0 0 N N N N N N N N N N N N N N N N N 'N N N N N N N N N N N N N (V 'N r- r- r- r- r- r- r- r r r r r- r r- r Ps r- r- r- r- r- r- r- r- r- r r r r- r- n r (0 (O (0 CO CO (O (O (O (O CO (0 CO CO (0 (0 CO CO (0 CO (O (0 CO CO (O (0 CO (O (0 (0 (0 (0 (0 N N N N N N N N N 'N N N N N N N N N N N N N 'N N N N N N N N N O 'O 0 0 0 0 0 0 0 0 0 0 0 O O O O -0 0 0 0 0 -O 0 0 0 0 0 0 6 o O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 J J J J J J J J J J JJJJJJJ J J J J ... JJJJ _J J J J Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q CO m CO CO CO CO CO CO CO CO m CO m m m m CO m m m CO m m m m m m m m CO m m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 J J J J J J _J J J J J J ..... 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Page 154 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG ,., 15 February 2017 Table: Load Case Definitions, Part 1 of 2 Table: Load Case Definitions, Part 1 of 2 Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType DesActOpt DesignAct AutoType MODAL LinModal Zero Prog Det Other Prog Det Other None DL SW LinStatic Zero Prog Det Dead Prog Det Non -Compos None ite DL Machine LinStatic Zero Prog Det Dead Prog Det Non -Compos None weight CL ite DL Machine LinStatic Zero Prog Det Dead Prog Det Non -Compos None weight END ite LL machine LinStatic Zero Prog Det Live Prog Det Short -Term None accel CL Composite LL machine LinStatic Zero Prog Det Live Prog Det Short -Term None accel END Composite LL Bed studs LinStatic Zero Prog Det Live Prog Det Short -Term None Composite EQ transv LinStatic Zero Prog Det Quake Prog Det Short -Term None Composite EQ long LinStatic Zero Prog Det Quake Prog Det Short -Term None Composite test x LinStatic- Zero Prog Det Other .Prog Det Other None test y LinStatic Zero Prog Det Other Prog Det Other None test z LinStatic Zero Prog Det Other Prog Det Other None LL machine LinStatic Zero Prog Det Live Prog Det Short -Term None accel NEAR Composite END DL Machine LinStatic Zero Prog Det Dead Prog Det Non -Compos None weight NEAR ite END Table: Load Case Definitions, Part 2 of 2 Table: Load Case Definitions, Part 2 of 2 Case . RunCase CaseStatus GUID Notes MODAL Yes Finished DL SW Yes Finished DL Machine Yes Finished. weight CL DL Machine Yes Finished weight END Computers and Structures, Inc. Page 139 of 140 Page 155 of 156 20170215-Plinth.sdb SAP2000 v18.2.0 - License #2010*1TA4JSN32FVP8RG 15 February 2017 Table: Load Case Definitions, Part 2 of 2 Case RunCase Cas-eStatus GUID Notes LL machine Yes Finished accel CL LL machine Yes Finished accel END LL Bed studs Yes Finished EQ transv Yes Finished EQ long Yes Finished test x Yes Finished test y Yes Finished test z Yes Finished LL machine Yes Finished accel NEAR END DL Machine Yes Finished weight NEAR END Table: Mass Source Table: Mass Source MassSource Elements Masses Loads IsDefault LoadPat Multiplier MSSSRC1 No No Yes Yes DL Self weight MSSSRC1 DL Machine weight CL 1 1 Table: Material Properties 03b - Concrete Data Table: Material Properties 03b - Concrete Data 1 Material Fc eFc LtWtConc LtWtFact SSCurveOpt SSHysType SFc SCap FinalSlope FAngle DAngle Kip/int Kip/ih2 Degrees Degrees 4000Psi 4 4 No Mander Takeda 0.002219 0.005 -0.1 0 0 5000Psi 5 5 No Mander Takeda 0.002219 0.005 -0.1 0 0 5000PsiLW 5 5 Yes 0.85 Mander Takeda 0.003715 0.005 -0.1 0 0 Computers and Structures, Inc. Page 140 of 140 '' Page 156 of 156 p PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0063 PROJECT NAME: BOEING #9-101 eMARGINAII, SITE ADDRESS: 9725 WAY S DATE: 03/24/17 X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit issued DEPARTMENTS: tL-M AwC Building Division ublic Works 7 W/1- %-cler-rj 1111 Fire Prevention Structural LAO 14Pr Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/28/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entef ed in Reviews) Notation: tMeS Approved with Conditions Denied (ie: Zoning Issues) Ov Sl'\LPeil— z DUE DATE: 04/25/17 E REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 ELECTROIMPACT INC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Page 1 of 2 Search L&I A -Z lndex Help My 1.0 Workplace Rights Trades & Licensing ELECTROIMPACT INC Owner or tradesperson Principals Zieve, Peter Brian, PRESIDENT Hartmann, John Lile, VICE PRESIDENT Zieve, Peter Brian, AGENT Doing business as ELECTROIMPACT INC WA UBI No, 600 630 382 4413 Chennault Beach Rd MUKILTEO, WA 98275-5048 425-348-8090 SNOHOMISH County Business type Corporation Governing persons PETER B ZIEVE JOHN HARTMANN; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. ELECTI*872PH Effective — expiration 10/08/2013-11/06/2017 Active. Meets current requirements. Bond Hartford Fire Ins Co $12,000.00 Bond account no. 52bsbgm8793 Received by L&I Effective date 10/08/2013 10/03/2013 Expiration date Until Canceled Insurance Hanover American Insurance Com Policy no. ZZ2900827906 $1,000,000.00 Received by L&I Effective date 12/19/2016 01/31/2016 Expiration date 01/31/2018 Insurance history Savings No savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=60063 03 82&LIC=ELECTI * 872PH&SAW= 4/7/2017 ELECTROIMPACT INC Lawsuits against the bond or savings No lawsuits against the bond or savings acco.- , during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. IWorkers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 598,052-00 Account is current. Doing business as ELECTROIMPACT INC Estimated workers reported Quarter 4 of Year 2rj16 "Greater than 100 Workers" L&I account representative T4 / TERRI MADISCN (360)902-4654 - Email: KIRT235@Ini.wa.gov Track this contractor Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni wa.gov/verify/Detail.aspx?UBI=600630382&LIC=ELECTI*872PH&SAW= 4/7/2017