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Home My WebLink AboutPermit D04-439 - UNITED PARCEL SERVICE - TENANT IMPROVEMENTUNITED PARCEL SERVICE 550 ANDOVER PK W D04 -439 Z W JU 00: N 0. W= CO L W O 2 g Q. Z 0 U0 O St-). O 1-. W W 1- -O til U =, O~ Cit y o Tukwila Parcel No.: 2623049015 Address: 550 ANDOVER PK W TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Tenant: Name: UNITED PARCEL SERVICE Address: 550 ANDOVER PK W, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: ROFFE & ASSOCIATES Phone: Address: C/O ROFFE INC, 4700 42ND AVE SW #475 Contact Person: Name: ED VADBUNKER Phone: 913 -266 -4795 Address: 11300 TOMAHAWK CR PY, LEAWOOD KS Contractor: Name: DIVERSIFIED CONVEYORS Phone: 901 396 -5370 Address: 3160 DIRECTORS ROW, MEMPHIS TN Contractor License No: DIVERCI966CR Expiration Date :03 /08/2006 •! Steven M Mu11et,•Mayor Steve Lancaster, Director Permit Number: D04 -439 Issue Date: 02/24/2005 Permit Expires On: 08/23/2005 DESCRIPTION OF WORK: TENANT IMPROVEMENT - ERECTION OF AN EQUIPMENT SUPPORT PLATFORM (INDEPENDENT STRUCTURE) WITHIN THE EXISTING BUILDING. Value of Construction: $60,000.00 Fees Collected: $1,464.39 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: V -B Occupancy per IBC: 0011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: IBC - Permit N N Private: D04 -439 Public: Non - Profit: N Public: Printed: 02 -24 -2005 Permit Center Authorized Signature: Signature: Print Name: doc: IBC - Permit City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Or 0 (9 •\.,1 ‘ee-„e.- Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -439 Issue Date: 02/24/2005 Permit Expires On: 08/23/2005 Date: 5"z71L I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating consttion or the performance of work. I am authorized to sign and obtain this development permit. Date: / L i " S This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D04 -439 Printed: 02 -24 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2623049015 Address: 550 ANDOVER PK W TUKW Suite No: Tenant: UNITED PARCEL SERVICE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D04 -439 Status: ISSUED Applied Date: 12/13/2004 Issue Date: 02/24/2005 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. 8: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 9: 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. 10: 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. 11: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Manufacturers installation instructions shall be available on the job site at the time of inspection. 15: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. doc: Conditions D04 -439 Printed: 02 -24 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 21: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 22: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 23: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 25: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D04 -439 Printed: 02 -24 -2005 Z '~ w 00 N0 co La WI N w 0 g 5 w • d = Z F . F— O Z i~- w w U� 0— CI 1-- w O Z W co 0 Z I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 k • 004 -439 as outlined. All provisions of law and cancel the provision of any other work Date: )Z-y 1"S ordinances or local laws Printed: 02 -24 -2005 z Z :: w 6_ 0 0 ' ( o w w J . w 0, tea' �. co = w H = 1— 0. Z 1— w U 0 N; .0 H. .w u- 0 w z - _ .0P z SITE LOCATION CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will (not accepted through the mail,or by fax ,) * *Please Print ** Site Address: S � l4 nciove.c' po►.rk Vie.54 Tenant Name: Ur .:++.cQ.. Pa.ece.' Se.r Property Owners Name: " I Mailing Address: (3SO A rNc nn L. tzs' PQ.fk ' J * Teak i a City CONTACT PERSON Name: Ze "C f■-dt.po. -S Mailing Address: ‘ /". 8o A. E -Mail Address: P d % 1. 3m, (JD. COU\ W TUKWILA W Building Permit No. 7Q4439 Mechanical Permit No. Public Works Permit No. Project No. For of Ice use only King Co Assessor's Tax No.: 2 V204 0/ Suite Number: Floor: New Tenant: ❑ Yes ✓❑rNo Day Telephone: 543- 283- 5 $3 Pc) r4 lootA) OR 91Z.17 City State Zip Fax Number: S03 - ?.40- (..,(-)20 GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) I Company Name: Mailing Address: 'applications\pcnnit application (7 -2004) D;Vr -t S; e.cti Cer.)e eCS 7rz_ •164 D eri.‹ker5 Rovti City WA State a8 MT? Zip TN 3813( State Zip Contact Person: M i ke_ 0 Day Telephone: q 01 - 3961 - S370 x 21 E -Mail Address: lhi k1... Con 0__ # t4&_ CCU Ve S 6 •GOY& Fax Number: 941 - 3'x (0.. 2Z3'L Contractor Registration Number: ID Z. V E RC 1 9(06 G P. Expiration Date: R foe l etrp * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: State Zip City Contact Person: Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: 'T M R e. n Mailing Address: 6S4 S W 'ge ie-1 G ., S4. St To.r too � ( 1 . 7 an City State Zip Contact Person: Rkyit H cLea Day Telephone: S O` - 443.- 39 Q4 E -Mail Address: r ■o4.r We.3. cowl. Fax Number: S43 44 3- 3 ?pZ. f�J ' 1., , J.c. rYrn :! 7,4= �f. BUILDING PERMIT INFOR,..ATION — 206-431 -3670 cP Valuation of Project (contractor's bid price): $ o'0 Scope of Work (please provide detailed information): Er e c. t'i c ,a.r r 1Y\ i ..Alt la"D� te.'A' S UW:\ re.) Will there be new rack storage? ❑ .. Yes [Zr ...No Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus anydecks 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑...Sprinklers ❑...Automatic Fire Alarm ■pplications■pcnnit application (7 -2004) Existing Building Valuation: $ Q.h et>s60 -e e..A.. St fpet"4" If "yes ", see Handout No. for requirements. ❑...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material Safety Data Sheets. 1 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC l Floor f ,yLi 'D 4 '5 8 U 2n`' Floor 3' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOR,..ATION — 206-431 -3670 cP Valuation of Project (contractor's bid price): $ o'0 Scope of Work (please provide detailed information): Er e c. t'i c ,a.r r 1Y\ i ..Alt la"D� te.'A' S UW:\ re.) Will there be new rack storage? ❑ .. Yes [Zr ...No Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus anydecks 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑...Sprinklers ❑...Automatic Fire Alarm ■pplications■pcnnit application (7 -2004) Existing Building Valuation: $ Q.h et>s60 -e e..A.. St fpet"4" If "yes ", see Handout No. for requirements. ❑...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material Safety Data Sheets. 1 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ... Water Availability Provided Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0... Insurance ❑ ...Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -o f -way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right -of -way Non Right -o f -way 0—Sanitary Side Sewer ❑ ... Cap or Remove Utilities ❑...Frontage Improvements ID ...Traffic Control ❑ ... Backflow Prevention - Fire Protection Irrigation Domestic Water \applicationslpcmtit application (7- 2004) ❑. ❑. 0. ❑. ❑ ...Permanent Water Meter Size... ❑ ... Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ... Sewer Main Extension Public ❑ ... Water Main Extension Public „ Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Sewer District ❑ ...Tukwila ❑ ... ValVue ❑...Renton ❑ ...Seattle ❑ ... Sewer Use Certificate ❑ ...Sewer Availability Provided 0... Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑...Total Cut cubic yards 0... Work in Flood Zone ❑...Total Fill cubic yards 0... Storm Drainage ..Abandon Septic Tank ..Curb Cut ..Pavement Cut ..Looped Fire Line WO# WO# WO# Private Private 0... Highline ❑ ...Renton 0... Geotechnical Report ❑ ...Traffic Impact Analysis 0... Maintenance Agreement(s) ❑ ...Hold Harmless 0... Right -of -way Use - Profit for less than 72 hours 0... Right-o f -way Use— Potential Disturbance ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line 0... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: Zip City State Water Meter Refund/Billing: Name: Mailing Address; Day Telephone: City State Zip te a . W ' 6 J U. 00 co co La J W u_ = W ? 1 t— O Z 1-- U O N. O I-- W W H r- U. O .. Z U N O ~ Z .,....'' k•...r.;i:er.iu2::isY;.,:..�... li:.w.t;a »�i+;e:e- +';d4;:�L±: .: �iU. �Y:..: ii(.: aa.:. a+:. dws.^ J .•R:,..t•�'.%'Jtiu;sJ;M.:..`tw:. x:z.�!,wnt ;a:n.«.cW::. a' be 0.4d i�" �91'kt91 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 i MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Mailing Address: 3 1 (.00 0; re-a R o..J Date Application Accepted: Wpplications\pemtit application (7 -2004) M ,c City Day Telephone: Date: 1 D /Z4 /0y 901— 3 C3 x 2.) TA) 3'813/ State Zip R�1'"�lypt�lSR,.N! .Y1 1Ft•*/LQ Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2623049015 550 ANDOVER PK W TUKW UNITED PARCEL SERVICE R04 -01660 BLH ADMIN DIVERSIFIED CONVEYORS INC Check 8565 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,464.39 Current Pmts 884.78 575.11 4.50 Total: 1,464.39 D04 -439 PENDING 12/13/2004 1,464.39 12/13/2004 01:01 PM $0.00 Printed: 12 -13 -2004 COMMENTS: Type of Inspection: '- 1 i) A (i) e \ - e 0 k ir4 1 0 � i ry A 1 6 v. ±)c) v '' Address: G 0 (rt•11300€ Iz- v,1 Date Called: Special Instructions: Date Wanted . - — -2.. a - (-)(.<, : p.m. Requester: Phone No: Project: ••� �,l ►J 1- l E /� {� p ("S K-1. /p € t Type of Inspection: '- 1 i) A Address: G 0 (rt•11300€ Iz- v,1 Date Called: Special Instructions: Date Wanted . - — -2.. a - (-)(.<, : p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 roved per applicable codes. INSPECTION RECORD Retain a copy with permit ctor: N. J Cik REQUIRED, rt Date: Corrections required prior to approval. $ 8.00 REINSPECTION E 'or to inspection, fee must be aid at 6300 Southcenter Bl vd., Suite 1 . Call to sechedule reinspection. R c ipt No.: Date: 'F. Z Z J U 00 co N W J1 • u W 0 Q LL D. a = W I— I Z t-- O Z 1— 0 O — O I— W W S 1— LI O W Z U = O 1•- z ,7 7. r •V ` project Name LI f Address Needs shift inspection Approved with correction notice issued Sprinklers: • Fire Alarm: Hood & Duct: Halon: Monitor: • Pre-Fire: Permits: (( .7 A/C Authorized Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Retain current inspection schedule, Approved without correction notice 6 Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. ?Tj - '13 Date ci Suite # Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 Projec s Type of Inspection: eeei ! )'-'7 Address: / ) (5 4,4 Date Called: Special Instructions: CC/ /� / � l� " z� "u�r✓G+�rrf.4equester:„ b a v �' c' 7 l/rO Date Wante d: ��/� 0 r Phone No: 7-a --4' 6 - z( 6C0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)431 -3670 proved per applicable codes. COMMENTS: Inspect Corrections required prior to approval. Date: El $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ZR'wifU41,1%,4 Project: _ t % Type of Inspection: Add ess' Date Called: Special Instructions: / a!,-E ' ./2: / . , ' - <4 - e ___. Date Wanted: - /? -D / ( a.m.. p.m. Requester..? r C Phone No 912 - 7c ^ 7- ,54.2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / :rr (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: (fJ`'1At ci h;, rte? m ,e,/ c( Ad97,te. --/ Inspector: Date: ✓�` -or' El $58:I - REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z '~ W _ O 0 O LU JI- N u_ W O 2 = W Z f = .. Z U � O c� CI H WW • 0 lLLl z = . z COMMENTS: Type of Inspe io9 Ad ess• A' n ,' l G >I) p W. , fr 4 / WI / 1 Al n/l'1 A..- / w.5 J J / 3 P -5 -r_ / A/s7 0 i .10, /-1A / 7 P _/ X63 ig""„ Q. n2 1 `- / ry fii / /// ,, -- t 7 //v // /!/ �..J 7-i -) 7 / X ./ Prp•ec : ps Type of Inspe io9 Ad ess• A' n ,' l G >I) p W. Date Called � // ( g > Speciallnstructions: ait.CA q N _ Date Wanted: !!! « .. m 3 AAkr5 , . Requester: ith m ' — P _/ X63 ig""„ Q. INSPECT } IN NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes: INSPECTION RECORD Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. 'Inspector: , I - 7 Date: /.7 L.DS 5QO0 REINSPECTION FE REQUIRED. Prior to inspection, fee must be id at 6300 Southcenter lvd., Suite 100. Call to sechedule reinspection. ceipt No.: Date: Z Z W JU 0 CO O W= � u_ WO 2 u- Q 1 a Z = Z 0 W W U � O I- W W O r- L O' .. z. W O 1- z Project: , 1 5 Type of Ins ection: rtr Addy s A ? Date Called: Special Instructions: Date Wanted: AmTz, .)-g - O S � Requester: Phone No: a gar ik:bk @a``i : %iS1kL; 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: �•� S �P£ \ 9114 (-PA uu 9 ✓a(Lo (60 Inspector:1 INSPECTION RECORD Retain a copy with permit kit` A)OH— 437 PERMIT Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z et '~ W 6 � 0 0 N Co 1,13 ILI "- W u_ to Cy 1-W Z ZO W 0 0 - 0 I— W H H u O U= O~ z Project: ' ? / A / / F o ? / 5 Type of Inspection: ' e fo o Ai &. , Addre s hi Date Called: Special Instructions: /b /��.-, pP,, -,1;i-t..? Date Wanted: g- a.m 0 5 . p.m. Requester: D ouc, Phone No: e2 0 6 -C A - U -)6 2. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: ) � r►uP�,� ( G S r 1 1 v 4 ✓'G d Q { D 0 b r S +.1 Inspector Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, ° fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: .) Di„cCAJ 49'6( 4 per ( (GI I h.s1oPA r 0,,, Address �, / d �Gc c." Al) rec t-IA,-14 - - ro rf-c (, Special Instructions: 'tI �r� Dee: /U A m ,,, e r J;, WI?( i -, bykt ^c • eo(xx•/ ht I , 1- S 2. l r Ca t1 ✓?F' ` �� t VGV►n4r S Y�4eM r(iv� V)- e , Pt (( L yy UY ' I "\-0 krtet old J pe t a I S i ii M4 4 tr`4 p() As. Pry' t: , c / ' r � u �a• �ce�c� � � Type of pspection� ,,,,,,, -C 1 ?( ' Address �, / d �Gc c." Al) Date Called ; c�c� /l/.S� .,- r Special Instructions: 'tI �r� Dee: /U A m ,,, e r J;, Date Wanted: �i�C .�m in f&t.ut RequeS,Z5e.GC SJ ��ff�� O Phone No: . �O ;797-617..575_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. nspectof Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 ON SITE TO VERIFY AND INSPECT COMPLETION OF ERECTION, WELDING AND BOLTING OF NEW 38' X 52' CONVEYOR STRUCTURE. NOTE WHERE ANGLE IRON BRACING BOLTS NOT ALIGNED, ANGLES WERE WELDED 1/4" FILLET ALL AROUND PER DCI. BOLTS TIGHTENED WITH ELECTRIC IMPACT. VERIFIED WABO CERTIFICATION OF CHRISTOPHER L. JAUREGI. ' WORK AND WELDING WAS IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS AND AWS D1.1, TO THE BEST OF MY KNOWLEDGE. EQUIPMENT IDENTIFICATION AND SIN #: FILLET GAUGE. COPIES TO: INSPECTOR:' I DATE:._ ITOMS :I : APPROVED: PLANS AREA N ORMING;:;:;'; WI ;::NONCONFORMING::. ...................... .............. .... ............................... ... . ....... ... ...... . ....... ........ CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ED BAUMAN March 21, 2005 x CONTACTJ: I DATE: X x ,FIELD _ n'Orrefira Information Build On engla...ir o • Colr>wwl tng • 7b.Ung SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248.2400 • FAX (425) 248.2401 Diversified Conveyors, Inc. 3160 Directors Row Memphis, TN 38131 Mr_Mike Ogg UPS - Tukwila ::::: :::: .. .. ... ........... .MUNICIPALITY:: ENGINEER : : :: CONTRACTOR : : :: :: : :: : PROJECT 712 -50024 DATE March 21, 2005 D04 -439 W.O. 67839 City of Tukwila TM Rimy DCI 550 Andover Park W 'This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means. except in lull. without the full permission of Professional Service Industnes. Inc.. is prohibited' 'This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty at design or workability of the specification requirements' Certified Report by Professional Service Industries: TS - 98 -1 ❑ TACOMA DIVISION COMMUNITY 10025 SO. TACOMA WAY, SUITE H1 DEVELOPMENT' TACOMA, WA 98499 (253) 589.1804 • FAX (253) 589 -2136 FIELD REPORT r Ryan Gould ! ` RECEIVE! FR 43848 'APR 1 4 2005 NAME E. BAUMAN TOTAL HOURS 4 52 Date PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289-1778 • FAX (503) 289-1918 ON OFF ST April 12, 2005 OT MILES Z Z t~ 00 V) O • ta J = F— U) W O 2 u Q V) � = a � W Z P = O Z F- LU W O - ID F- W W H � • O O - O 1- Z AS REQUESTED, A REPRESENTATIVE OF PSI (G. LLOYD) WAS ON SITE TO INSPECT AND OBSERVE PLACEMENT OF EPDXY ANCHOR BOLT INSTALLATION. PRO:JECT:NO: :: :: :. ::::: :.:::::: HOLES WERE DRILLED TO APPROVED DEPTH FOR BOTH 1/2 AND 3/4" INCH BOLTS. HOLES WERE BRUSHED AND CLEANED OUT WITH SHOP VAC. PERMIT' NO.::::':':'' EPDXY USED WAS SIMPSON 'SET PAC' - BATCH NO, 4431519020. Memphis, TN 38131 ITEMS AND WORKMANSHIP INSPECTED AND OBSERVED WAS FOUND TO BE IN COMPLIANCE TO THE BEST OF INSPECTOR'S KNOWLEDGE OF THE APPROVED PLANS, SPECIFICATIONS AND CODES. ENGI '::::::::; ARCHITECT . TM Rippy Mr. Mike Oqg_ ^ __ _ __ • P: CO NTRACTOR::':':' : : : : : : : : : : : DCI UPS - Tukwila PROJECT 550 Andover Park W EQUIPMENT IDENTIFICATION AND SIN #: COPIES TO INSPECTOR: DATE: ITEMS:I :: : : ::: .................. ........ .. :APPROVED:: PLANS .:ARE :::::::::::::::: ::: . :::::: CONFORMING::;:;:;:; CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER GORDON LLOYD March 4, 2005 x FIELD CONTACT: i DATE: x x :' :NONC.ONFORMING: CLIENT ::::::':':'::::'::::::::: ADDRESS ':':':':'::::::::::'::::::: ATTENTION: ::: O': iN ::::::::':::':::::::'::::::: PROCT::::::::: :'' :::: JE Diversified Conveyors, Inc. PRO:JECT:NO: :: :: :. ::::: :.:::::: 712 - 50024 DATE March 4, 2005 3160 Directors Row PERMIT' NO.::::':':'' D04 - 439 W.O. Memphis, TN 38131 MUNICIPALITY :::::::::::::::.: City of Tukwila ENGI '::::::::; ARCHITECT . TM Rippy Mr. Mike Oqg_ ^ __ _ __ • P: CO NTRACTOR::':':' : : : : : : : : : : : DCI UPS - Tukwila PROJECT 550 Andover Park W G. LLOYD 9:00 11:30 2.5 i TOTAL HOURS �, ,� Information /r ToBuild On teforta.ong • Co nsufti.g • Meting SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE, WA 98043 (425) 248 -2400 • FAX (425) 248 -2401 TACOMA DIVISION 10025 SO. TACOMA WAY, SUITE H1 TACOMA, WA 98499 (253) 589.1804 • FAX (253) 589.2136 FR 43602 PORTLAND DIVISION 6032 NO. CUTTER CIR. SUITE 480 PORTLAND, OR 97217 (503) 289.1778 • FAX (503) 289-1918 'This report is provided for the information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means. except in full. without the lull uermission of Professional Service Industries. Inc.. is prohibited.' 'This cemficabon attests to the accuracy of the results obtained from the actual test pertomied and /or observations made within the defined scope of the work. Certification shall not be construed to represent an inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Professional Service Industries: TS - 98-1 FIELD REPORT Ryan Gould , I14, liMrt S NAME Date ON OFF ST OT April 12, 2005 MILES Z ,I Z c W QQ � J U 0 U) L _ (.0 u_ WO LQ = W Z = I— O Z I— U ON 0 I- W H tL O .. Z W v = o � z TO: FROM: ins, SSepi . • PfrtUK, C) ,, ro,, Profes ' al Service Industries, I c.' — lbw (c SUBJECT: (slcl 122.176,21:5 4iw PS( Pfo)epr 7/2- 5a2/ DATE: 1prl 112, 260.5 JOG- Yil •,3S & FAX # OF PGS INC. COVER 3 04'12/2005 10:35 425 - 248 -2401 ipirloPs Engineering • Consulting • Testing Information !To Build On PSI SEATTLE /kAirffiee )/Zsit°ale#1--t-/ fyfid-i yr, cr,to 24113: O Ave. W. Mountlake Terrace WA 98043 V (425') 248 -2400 F (42 5) 248 -2401 400 1 " s N it, 4 17. 04 4;9 L‘31 If You Have Questions Concerning This Transmittal Or Do Not Receive This Document In Its Ertirety Please contact us at 425 -248 -2401 CONFIDENTIALITY NOTICE The documents accompanying this telecopy transmission contain information that is legally privileged, The information is Intended only for the use of the recipient named above only. If you have received this telecopy in error, please notify us immediately by telephone to arrange for the return of the telecopy document to us. You are hereby notified that any unauthorized disclosure, copying distribution, or reliance on the telecopled Information is strictly prohibited, PAGE 01/03 z W oC -J C.) 00 WI C� O W 0 g5 u. ¢ 1 3 W Z 11.1 ul U � oI WW I O wZ 0 Ux:�r.:c;it dCyg�{ 7,•;::a. 1A'-'.+::.: ririL�i. t, aslt«; �n+. ua: i.: u+ Asw,4ir'.,k «: �S'G:r s.�!£:. hit :.act a:nl siRasrl:; :: ++:1 ie;L;�:i z:1;i ON SITE TO VERIFY AND INSPECT COMPLETION OF ERECTION, WELDING AND BOLTING OF NEW 38' X 52' CONVEYOR STRU :TURF. • • NOTE WHERE ANGLE IRON BRACING BOLTS NOT ALIGNED, ANGLES WERE WELDED 1/4" FILLET ALL AROUND PER DCI. BOLTS TIGHTENED WITH ELECTRIC IMPACT. $1.1R04C'I?'Nti.:: VERIFIED WABO CERTIFICATION OF CHRISTOPHER L. JAUREGI. 31 60 Directors Row WORK AND WELDING WAS IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS AND AWS D1.1, TO THE BEST C■F MY KNOWLEDGE. Memphis, TN 38131 * MUNICIPAUTY:. . ... City of Tukwila TOTAL HOURS EE1G•INEER> ' ::: ' . ;• te: .,•..... .... ARCENti T::..'.'.'.'.':':'.':'. TM Rippy _. Mr_Mike Ogg _.. - - - -- UPS - Tukwila -_- —_ -- CONTRACTOR:. , . . . :i ......_...- DCI .i1ECr:AbO:OSS 550 Andover Park W EQUIPMENT IDENTIFICATION AND S!N #: FILLET GAUGE. COPIES TO I INSPECTOR: DATE: ft0i.tiki.ii. E TO 400:0.0.0 4 CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER ED BAUMAN March 21, 2005 x _ FIELD CONTACT: I DATE: x X :. 0.DRMING :NP.NPDNF.PRMI.NG: -- 0UENT :. ADDRESS' Aitf• N •!. • • ' P.;O:iNQ;: , _ ' ' • • • • ' • Diversified Conveyors, Inc. $1.1R04C'I?'Nti.:: 712.50024 DATE March 21, 2005 31 60 Directors Row PERMIT;W• 004 -439 W.O. 67839 Memphis, TN 38131 * MUNICIPAUTY:. . ... City of Tukwila TOTAL HOURS EE1G•INEER> ' ::: ' . ;• te: .,•..... .... ARCENti T::..'.'.'.'.':':'.':'. TM Rippy _. Mr_Mike Ogg _.. - - - -- UPS - Tukwila -_- —_ -- CONTRACTOR:. , . . . :i ......_...- DCI .i1ECr:AbO:OSS 550 Andover Park W E. BAUMAN 4 I 52 TOTAL HOURS 0,1/12/ 2005 10:35 425- 248 -2401 f f J I n, for ation To Build On Enipitaf mew • "o.w,.,.s. • ,_____ SEATTLE DMSION 24113 NTH AVE W. MOUNTLAKE TERRACE. WA 99043 (425) 248.2400 • FAX (425) 248-2401 PSI SEATTLE El TACOMA DIVISION 10025 ;,O, TACOMA WAY, SUITE 141 TACOMA. WA 98499 (263) 503.1804 • FAX (253) 589.2138 FR 43848 PAGE 02/03 PORTLAND DIVISION 6032 NO. ':UTTER CIR. SUITE 480 PORTLAN ). OR 97217 (503) 299.1778 • FAX (503) 289 -1918 •Tar% raper M apvld* 1 for a1* Infdmlauon (Ulna enroll only. Tea mproduetlon of tnls raport, by obr method. and Iq tnr,nllbll ID a Mlyd amity, by any moms. mcoal In full. vlthout the full oermbabn of Proteaebnel Service Indwtrlea, In4, In nreNhIta1.' 'Tors earUfc on name' to the accuracy a No reuWla obtained from the actual meat performed and*or dbaeNeIbns mAdu *INN the donned scope of Ma work. CarUlleuUon afloll not be construed to represent an Impaction. approves or eceen4are ref cobra ra,od*M ror4 et a womanly of doalon nr workabltly of ma cpoelfkntlon mma is Certified Report by Professional Service 'Industries: TS - 98 -1 1<di Fu i SSty awr uritis.m aJ :�.`. ,„ .- FIELD REPO Ryan 6oluld g.. Kr! root,rg NAME Data ON OFF 8 OT April 12, 2005 MILES AS REQUESTED, A REPRESENTATIVE OF PSI (G. LLOYD) WAS ON SITE TO INSPECT AND OBSERVE PLACEMENT OF EPDXY ANCHOR BOLT INSTALLATION, • • • HOLES WERE DRILLED TO APPROVED DEPTH FOR BOTH 112 AND 3/4" INCH BOLTS, HOLES WERE BRUSHED AND CLEANED OUT WITH SHOP VAC. Diversified Conveyors, Inc. EPDXY USED WAS SIMPSON 'SET PAC' - BATCH NO, 4431519020. #1 't':h ::... . , ITEMS AND WORKMANSHIP INSPECTED AND OBSERVED WAS FOUND TO BE IN COMPLIANCE TO THE BEST OF INSPECTOR'S KNOWLEDGE OF THE APPROVED PLANS, SPECIFICATIONS AND CODES. PERMIT:w :.. • ._ 004 - 439 W.O. M emphis, TN 38131 MUNICIPAtIT1( : :•; • . , . City of Tukwila _ - -- - - Mr. Mike Ogg_ .............. ;: 000. :' : ; � ; ; � TM Rippy - — ._... — ......_ — :CONTRACTOR: '�Y� 4•r'rY 4 :E I?r1C DCI EQUIPMENT IDENTIFICATION AND S /N #: COPIES TO INSPECTOR: DATE: 1TtMS (P SF EC : 'TO ?�PPR?OVED P LANS ARE.. X CLIENT ENGINEER ARCHITECT CONTRACTOR BUILDING DEPT. SUPPLIER GORDON LLOYD March 4, 2005 FIELD CONTACT: I DATE: :: : : :: X x NFORMING: .._� C.L1EW7;: ADDRESS . t1 EMTIb 0 N :: :Rb i. 1 ' , . • • • • • • • • • • Diversified Conveyors, Inc. - _ - - -- .......... __ • #1 't':h ::... . , 712 DATE March 4, 2005 3160 Directors Row PERMIT:w :.. • ._ 004 - 439 W.O. M emphis, TN 38131 MUNICIPAtIT1( : :•; • . , . City of Tukwila _ - -- - - Mr. Mike Ogg_ .............. ;: 000. :' : ; � ; ; � TM Rippy - — ._... — ......_ — :CONTRACTOR: '�Y� 4•r'rY 4 :E I?r1C DCI UPS - Tukwila 550 Andover Park W G. LLOYD 9:00 11 :30 2.6 i TOTAL HOURS 04/12/2005 10 :35 425 - 248 -2401 "1•‘' In, formation 71J Build On __ _ wear. n. • • Timer is TS - 98 -1 SEATTLE DIVISION 24113 56TH AVE W. MOUNTLAKE TERRACE. WA 98043 (425) 248 -2400 • FAX (425) 248.2401 Certified Report by Professional Service Industries: PSI SEATTLE CI TACOMA DIVISION 10025 50. TACOMA WAY. SUITE 141 TACOMA. WA 98499 (253) SCI.180e' • FAX (253) 589.2138 FIELD REPORT 'Thu report la prowlded for the lnlbmraltan of Iho :Sant ony. The reproduction or thle report. by em/ maned, ona Its morownatal too dnkd party, by My moons. eaeeot In full. without the rum oenMep or Pmreoelnnel 9wleo Ina aims. Inc.. Is orohlbhed.• •Trd cn,tncaoon wags la dro accuracy of the reeutta obtained from the ecgn a lest perkrmad roam amor,otbns mom: within the defined some or ,no ..ork. Ceroneeoon alma Pal ba cancauod fo M(,,roq/Jn1 wr, Imo.rapn, Ammvel nr eeanlenee or other euodeled Nark or o v ononty or dorkm or eorkadllty of the spadhcNbn roalromont3.• Ryan Gauld4 fi4^�r7ayur. r1rci*. NAME Date PORTLAN) DIVISION 6032 NO. t :UTTER CIR. SUITE 480 PORTLAN ), OR 97217 (503) 289. 778 • FAX (503) 269 -1918 FF FR 43602 ST OT April JZ, Z005 PAGE 03/03 MILES CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 5005 02 —Z8• OS- 9 3*PG 3 4 x 8 a57 l fa ENGINE R 506 a _.____ 3 `7 • fie %'_ 73 .55 10 3 - ag 2 g $5'160 WATER o I ( 9 2 8 '71190 7.50 DATE o 2'-- CERT. NO. v S'c7 z -S7 SLUMP ASTM C -143 PROJECT f/f 5 .-- 72// './ Z .A- WEUNIT IGHT ASTM C -138 YIELD LOCCATION ES-Z, 74Al /�}y �/ [/CJI�r•� P•e ` e/ i/Y • ASTM C1064 BLDG. PERMIT NO. OWNER i 4,0 WEATHER GGO P // TEMP. AT AT AM PM ENGINE R r AIR S 2 _.____ C A. ARCHITECT • fie %'_ CONTRACTOR P 4 G;,i 6 ,v i)- • TRUCK SAMPLED 2 e TRUCK TICKET NO. SV3 0 I CT Pa MIX NO.6 IOW TIME SLUMP ASTM C -143 %AIR WEUNIT IGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C1064 CONC i 4,0 C.A. S7 r AIR S 2 _.____ C A. „ • fie %'_ C.A. BATCH+ A DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS 4- °. CEMENT FLY ASH C.A. C A. „ • fie %'_ C.A. 4.7. I�` FINE AGG. WATER TOTAL T I I z/3 44. CASCADE TESTI G LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT 1?$. (425) 823.9800 5) COMPRESSION REPOR14/ ,� 259.0817 M ,O5 TO: ' ,4 rl (Y L4 . c$o33 ATTN THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO THERMOMETER CCOTHO ti AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 SAMPLE P/U DATE TEST METHOD C SUPPLIER Ct4 A--"/ CEMENT TYPE CU. YARDS PLACED S Cc2o 6 2 D• y 2/ 3fl AEA ADMIX CAC12 % DESIGN STRENGTH PLACEMENT AREA & NOTES F �1 �+ at. g , A/ a TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/04 COPIES TO• 1NSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY Iii 64 3(`6 3)lu 313 u COMPRESSIVE STRENGTH t ,STM C -1231 �] ASTM C -617 FIELD REPORT No. /1.4 2 7‘ No.57628 SAMPLING IN ACCORDANCE WITH Gr . 3 I APPLICABLE CODES & SPECS r�:Rl '• 4t1VlPF� M 'n ry ^ .r + 17AipY ;�:�� 5�.; '(' .;12:k:•t CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 5008 OZ —34'C 3 4/43 12% 1 4 572'd 13 {o S 7 506 c Q -. "7 ► � 3 r. 2. 56I 0 . �- 3-2Z 28 FINE AGG. WATER TOTAL DATE ©Z- 28- c am s - CERT. NO. o S 0z- E7 )OJECT 0 _ups _-,-.2/0.4 L ,- LOCATION A NDdrYPZ. PA \ )(,/ . BLDG. PERMIT NO. 3 ' ?NER WE HER C Lozip v MP. AT AM AT PM ENGINR A/ ► 1/viopY a-t7 ARCHITECT CO TRACTOR ‘ • " CI if c..- 6...rit/ . 6 0° V 2 0 TRUCK SAMPLED 2 9 , TRUCK TICKET NO. S$3 0 I ofi MIX NO.6 3 IoW 1 TIME SLUMP ASTM C -143 % AIR WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -11064 CONC AIR i . 4,0 -""'- , C.A. S 7 S Q C.A. ► � U4TCH a cu.vD. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT FLY ASH C.A. " Q C.A. ► � C.A. �- FINE AGG. WATER TOTAL TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE n KIRKLAND. WASHINGTON 98034 '(426)48 'a ••: EVERETT (425) 5 " B � 1 COMPRESSION REPORT i. c c$ FIELD TEST DATA AIR TEST METHOD: 0 PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 EQUIPMENT USED I.D. A � `r SLUMP CONE CSLCOO Id THERMOMETER CCOTHO AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CC00000 SAMPLE P/U DATE TEST METHOD C COPIES TO* T" ;q e-' �S O u 3 (( , ) ELOp ATA ATTN• THE FOLLOWING WAS NOTED: COMPRESSIVE STRENGTH STM C -1231 ASTM C -617 FIELD REPORT No. / /44 2 No.57628 SAMPLING IN ACCORDANCE WITH c P •� APPLICABLE CODES & SPECS. SUPPLIER ' CEMENT TYPE CU. YARDS PLACED i AEA ADMIX CAC12 % DESIGN STRENGTH oo° 2 L( PLACEMENT AREA & NOTES e--0 ft., G., ' A/ o , -i)2 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH - OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/04 SIGNED BY INSPECTOR(S), NAME(S) PRINTED k INSPECTOR SIGNATURE 2 /c2O o y Z H Z W O 0 N W J 1--- N W Q LL Q = W ZI- a fn U� O — O I- W W H LL . Z W U= 0 Z CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK 0o5 oz-z8-0-5 -..3k, 3 4 x 8 1A -37 1 457 go '360 CONTRACTOR P 4 ci ,,, c.._ 6.1" . 6, ...v . 566 1 -- C.A. " 3 ._. 7 FINE AGG. 73 ti5o 5556 WATER o 1 b 3 ag 2g D!( 3 .-AS 2 DATE oz - 28- vs CERT. NO. o S0z- S7 SLUMP ASTM C -143 PROJECT l jiP5 z,� . WEUNIT IGHT ASTM C -138 LOCATION s 7 A/Doi/1 PAt \ X/. CEMENT FACTOR BLDG. PERMIT NO. OWNER CONC WEATHER ezpiii / TEMP. AT AT AM PM ENGINELE ARCHITECT C.A. CONTRACTOR P 4 ci ,,, c.._ 6.1" . 6, ...v . . TRUCK SAMPLED 2 TRUCK TICKET NO. S53 ° I 06 MIX NO.6 /OW TIME SLUMP ASTM C -143 %AIR WEUNIT IGHT ASTM C -138 YIELD CEMENT FACTOR ASTM C1064 CONC AIR &" 4. 0 C.A. s7 S Z -- C.A. " .7 )n FINE AGG. BATCH a cU . V D. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT FLY ASH C.A. C.A. • "5-- _ C.A. " .7 )n FINE AGG. WATER ,/ TOTAL L . TO: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT C 23.980 0 I1 7 COMPRESSION REPOR A/? 0 8 7005 ►. l C .�. , �.e4,ut..a - , C �C ra( (�t C $ 0r3 5 ATTN• THE FOLLOWING WAS NOTED: FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO IJ THERMOMETER CCOTHO �r AIRMETER CCOAIO OTHER TYPE OF BREAK: (A) Cone (C) Cone and Shear (b) Cone and Split (d) Shear (e) Columnar CONCRETE COMPRESSION MACHINE I.D. #CCOCOOO SAMPLE P/U DATE TEST METHOD C - COMPRESSIVE STRENGTH t rASTM C -1231 ASTM C -617 SUPPLIER riq-aA4 '-^/ CEMENT TYPE AEA ADMIX PLACEMENT AREA & NOTES ( (ie. tzli 66 3 l`6 g , A/o CAC12 RE FIELD / IS 2 --7 REPORT No. No.57628 .4 -,132) CU. YARDS PLACED DESIGN STRENGTH e)0 26 A 4y 2 /c0 CE 3a4 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/04 COPIES TO INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY SAMPLING IN ACCORDANCE WITH G r APPLICABLE CODES & SPECS \ CASCADE TESTING LABORATORY, INC. 116 2 7 6 TESTING & INSPECTION / ENGINEERS PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 (425) 823 - 9800 EVERETT (425) 259 -0817 DATE Q oz- z8- CERT. NO. osaz --S' FIELD REPORT �� , TO: / �J PROJECT C 72,/,e1.4...0/ Li, �7 LOCATION ^ ,� ,, / 'S,S� f7 Npf� - T N w .. BLDG. BLDG. PERMIT NO. OWNER �/�a/ DSO 3 3 CL WEATHER OD / TEMP. AT AM AT PM `, e Wait--,--s--0.4/ RECEIVED �G�L� �+ �� ATTN: ARCHIT (( U 4 L UU) �s�f� C TRACTOR (2) DEVELO INSPECTION PERFORMED _ RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING CO L. OTHER �� STR.ST/BOLTING 3) ITEMS INSPECTED _ FOUNDATIONS .. FOOTINGS _ SLAB — AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS BEAMS rL/4G� 014- Lr — (4) / CATION (AREAS) `' E , r�'i pig, S 1 N ;� z 5 Ac*S S O [`�f CONCRETE/MASONRY MIX NO C 3 / 0 81 DESIGN STRENGTH (Pc) 30 .2,00a) A SUPPLIER C,4 Z 44 /4-4/ TOTAL CU. YD. PLACED p' X SLUMP (INCHES) 4 ' © _ SPECIMENS CAST 4 r 4x 8 SEE CYLINDER REPORT NO. 5-724s AIR CONTENT ( %) -�_ I YES NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: .L/ r �� - ") c.„4. e C • 447 i Mr Z:73 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 8/00 COPIES TO: ‘t - lid 40 d( INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE '� A SIGNED BY "NW A X 7'/'1 /"0- G.ZA-G Go 41, o 01 .r_erm r„re di _I z .S4 p M) olejw47:704) -/G-M) b. 4 il4( I)) 7 ir 7 / • girl 0 4 a T.r0.1 7 4 , 7/ 0 exge — 4 2 ‚ ‚e , 65-3 Izak AP,'"zor mrizi P 1.4H.4> / RA-Tz-c) ger::-- k/'lr7 ■40e).:&,w4PF 1::\. TIVI R1PPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443-3900 .0.1# c'P4i kECEIVFO FEB 2 2 211115 DEvELopii6k o G 4 e.r.> PZLE cop REVIEWED FOR CODE COMPLIANCE Aeittmeiimr) FED 2 3 2005 t;Y Of - nikwira BUILDING DIVNION PO4-4 BY/74/ DATE 2*240 CHK BY DATE )0B NO SHEET / C 1 M1 W6X15 1.045 7.596 7 .352 7.694 v 7 19.017 30 33.387 26.896 Cb 1 .6 .6 m H1 -2 2 M2 W6X20. 1206 7.596 7 .543 7.694 y 7 19.592 30 37.5 30 1 .6 .6 H1 -1 3 M3 W14X38 .707 0 7 .271 2.082 v 7 4.812 30 37.5 19.091 1.75 1 1 H1-3 4 M4 • W14X30 .703 15.5 7 .133 10.439 y 7 9.56 30 37.5 22.424 1.7.. .85 .85 H1-3 5 M5 W6X9 .289 7.167 7 .039 7.167 v 10 15.811 30 37.5 21.941 1 1 1 H1 -3 6 M6 LL3X2X... .065 1.299 7 .015 2.828 y 7 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -3 7 M7 LL3X2X... .362 1.299 8 .022 0 v 7 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 8 M8 LL3X2X... .112 1.299 8 .005 2.828 y 9 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -3 9 M9 LL3X2X... 196 1.299 7 .003 2.828 v 7 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 10 M10 W6X15 .525 94 9 .196 7.694 y 9 19.017 30 33.387 26.896 1 .6 .6 H1 -2 11 M11 W6X15 .981 7.596 7 .386 9.174 v 9 19.017 30 33.387 26.896 1 .6 .6 H1 -2 12 M12 - 2 .543 7.596 7 .628 7.694 y 7 19.592 30 37.5 30 1 .6 .6 H1 -1 13.. M13 6 5 1.564 7.596 7 .497 7.694 v 9 19.017 30 33.387 26.896 1 .6 .6 H1-2 14 W14X4 ::. 94 ' 0 7 .357 2.082 y 7 7.241 - 30 37.5 13.685 1 .85 .85 H1 -3 15 M15 W6X16 .392 0 10 .049 7.167 v 8 17.16 30 37.5 30 1 .823 .85 H1 -1 16 • M16 LL3X2X.:: - : 1.299 8..017. 2.828 y 7 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 17 M17 LL3X2X... .024 1.299 8 .023 0 v 9 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 18 M18 LL3X2X... .341 1.299 8 ..011 2.828 y 9 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 19 M19 LL3X2X... .089 1.299 7 .027 0 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -3 20 M20 W6X15 .965 7.694 7 - .357 7.694 y 7 19.017 30 33.387 26.896 1 .6 .6 H1 -2 21 M21 W6X15 1.493 7.694 9 .454 7.694 v 9 19.017 30 33.387 26.896 1 .6 .6 H1 -2 22 M22 LL3X2X... .031 .1.299 8 .097 0 y 7 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 23 M23 LL3X2X... .140 1.299 7 .008 2.828 v 10 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 24 M24 W6X15 .685 • 7.694 7 .224 7.694 y 8 19.017 30 33.387 26.896 1 .6 .6 H1 -2 25 M25 LL3X2X... .128 1.299 8 .013 2.828 v 9 14.416 21.6 19.675 19.675 1.75 .6 1 H1 - 26 M26 LL3X2X:.. .084 1.299 9 .115 0 y 9 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 27 M27 W6X15 .135 0 8 .000 0 v 7 19.017 30 33.387 26.896 1 .6 .6 H1 - 28 M28 W6X15 1.037 7.694 9 .341 7.694 y 9 19.017 30 33.387 26.896 1 .6 .6 H1 -2 29 M29 LL3X2X... .047 1 43 8 .035 0 v 9 14.416 21.6 21.6 21.6 1.75 .6 1 H2 -1 _30 M30 , V1(6X9 .897 0 9 .062 7.167 y 8 15.811 30 • • 37.5 21.941 1 .85 .85 H1-2 'M 9 W1 31 30 1.0 9 1.906 9 .350 16.884 z 10 3.225 30 37.5 7.015 1 .601 .85 H1 -3 32 M32 W14X38. • 1.569 1.896 9 .457 18.583 V 8 1.79 • 30 37.5 6.653 1 .529 .85 H1 -3 .. M33 W6X16 1.201 4.172 7 .303 12.515 v 8 2.807 30 37.5 13.986 1 .6 .85 H1 -3 • 4 12.515 8 .095 12.515 v 8 6.651 30 37.5 10.35 1 1 1 H1 -3 35 M35 W12)(26 .841 7.964 8 .490 0 v 8 6.791 30 37.5 33 1 1 1 H1-1 36 M36 W8X18 °':504 • • • 8.154 8 .080 0 .• y 7 4:55 .. 30 x.37.5 •. 30 1 1 1 H1 -3 37 M37 W12X26 .440 9.292 8 .124 0 v 8 6.791 30 37.5 30 1 1 1 H2 - 1 38 • M 38 W12X26 ..796- . 8.154 8 356 0 • y 8 6.791 30 37 5 28.76 1 1 1 H1-1 39 M39 W8X18 .565 7.016 8 .114 18.583 v 8 4.55 30 37.5 28.068 1 1 1 H1 -3 40 M40 . W8X18 �' • ' 559 7.775 ' 8 .123 18.583 •y 8 :4.55 30 37 5 28.068 1 1 1 H1-3 41 M41 W8X18 .600 7.585 8 .127 18.583 v 8 4.55 30 37.5 28.068 1 1 1 H1 -3 42 M42 ' W6X9' .143 - • 3.584 7 • .019 "' 0 ' v 7 15.811 • 30 37.5 21.941 1 1 1 H1 -3 43 M43 W6X9 .152 3.803 7 .018 7.167 v 7 15.811 30 37.5 21.941 1 1 1 H1-3 4.. -•M "" 6X9. • • 089 .- 1.898' 7 .022 0 ` 8 21.197 30 37 5 27.787 1 1 1 H1-3 45 M45 W6X9 .062 2.373 7 .014 0 v 8 21.197 30 37.5 30 1 1 1 H2 -1 46 , M46 W6X9 .263 2.32 7 .041 0 z 7 21.197 • 30 " • 37.5 ` . • 27.787 1 1 1 H1-3 47 M47 W6X9 .274 2.32 7 .043 0 v 8 21.197 30 37.5 27.787 1 1 1 H1 -3 48 `M48 W6X9 • ..098 .1.898; 7 .023 0 • y 8 21.197 30 ` . 37.5 27.787 ' 1 1. 1 H1 -3 49 M49 W6X9 .078 2.689 7 .014 5.167 v 8 21.197 30 37.5 27.787 1 • 1 1 H1-3 50' 'M50 • •W6X9 =. =.295• .949 7 .058 5.167 y 7 21.197 30 37.5 27.787 1 1 1 ' H1 -3 51 M51 W6X9 .301 1.845 7 .063 0 v 7 21.197 30 37.5 27.787 1 1 1 H1 - 52 • M52 ' 'W6X9: '.077: . 3.111. 7 :.021. 5.167_y 7. 21.197 30 37.5 27.787 1 1 1 Hi-3 53 M53 W6X9 .537 3.657 7 .091 0 y 8 15.811 30 37.5 33 1 1 1 H2 -1 54' M54•' W6X9 .076 • 2.742 7 .018 5 V 7 21.197 30 37.5 30 1 1 1 H2 -1 55 M55 W6X9 .157 2.636 7 .030 5.167 y 7 21.197 30 37.5 30 1 1 1 H2 -1 56 M56. W6X9: .• ...073' .• 2:425' 7`•.018: : o - ,• v 7 21.197 30 • 37.5 30 1 1 1 H2 -1 11M Company Rippey Consulting Engineers Designer PH Job Number 59 DA Platform -UPS Tu Envelope ASD Steel Code Checks SPEC1a. ■ sF1s MIC mber __Sha L.An.Ao P-•nw1 RI ►-D 0 .►'10� -1 S RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:26 PM Checked By: z Page 16 F2° " 7 11M Company Rippey Consulting Engineers Designer PH Job Number 59 DA Platform -UPS Tu Envelope ASD Steel Code Checks SPEC1a. ■ sF1s MIC mber __Sha L.An.Ao P-•nw1 RI ►-D 0 .►'10� -1 S RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:26 PM Checked By: z Page 16 F2° Description Sol.. P... S.. BLC DL Factor 1 BLC Factor BLC Factor BLC Fac or BLC Factor BLC Factor BLC Factor BLC Factor 1 D (ibc 16 -7) 2 D +L (ibc 16 -8) DL 1 LL 1 3 D +0.7E +0.75L (ibc 16 -10) N -S DL 1 LL .75 7 .7 9 .7 11 .7 4 D +0.7E +0.75L (ibc 16- 10)E -W DL 1 LL .75 8 .7 10 .7 12 .7 5 0.6D +0.7E (ibc 16 -12) N -S DL .6 7 .7 9 .7 11 .7 . 6D +1 • - -_ _ 8 .7 10 .7 12 .7 7 .4D +0.5 +L 2E (ibc 16- 19)N -S Yes DL 1.4 L .5 7 2 9 2 11 2 8 1.4D +0.5L +2E(ibc 16 -19) E -W Yes DL 1.4 ' L .5 8 2 10 2 12 2 1 g 0.71D+2E (ibc 16 -20) N -S Yes DL .71 7 2 9 2 11 2 10 0.71D +2E (ibc 16 -20) E -W Yes DL .71 8 2 10 2 12 2 • Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Load Combinations C arty eoorgrivkT�awS RISA -3D Version 5.0b [C: \... \... \... \4359 UPS - Tukwila \rpw \4359 - UPSTukwila (TMR)2.r3d] Feb 15, 2005 1:16 PM Checked By: Page 4 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Member ASD Steel Code Checks (By Combination) M13 W6X15 1.583 x 1.600 7.596 .491 17.694 y 19.017 30 133.387 1 .6 .6 1 LC Member Shape 12 17 M12 W6X20 13 17 UC Ma 6X55 7/Met) / GRrs =iukt. Ru rt) /. 5 21 7 D /F61a-r5 Locfftl Shear ... Locfftl Dir Fafksil Ftfksil Fbvfksil Fbzfksil Cb 7.596 .629 17.694 y 19.592 30 1 37.5 30 1 26.896 RISA -3D Version 5.0b [C:1...1...1...14359 UPS - Tukwila \rpw \4359 - UPSTukwila (TMR)2.r3d] Feb 15, 2005 1:13 PM Checked By: Cm v Cmz Eon H1-11 .6 H1 -2 Page 2 Z • Z CL 6 .J U . O 0 CO : W= J H u-. w 0 g Q. N = W Z I--. • 1- O Z I— w • w U 0 0 w 0 W • W u_ O ti Z • = 0 Z 31 9 ■31 W14X30 1 103 1.906 .165 16.884 v 3.225 I 30 1 37.5 7.015 1 .601 .85 H1 -3 1 32 9 M32 W14X38 1.571 1.896 .272 18.5831 v 1.79 30 37.5 1 6.653 1 .532 .85 H1-3J .33 9I M33 W6X16 1.075 14.172 .185 4.1721y 2.807 30 1 37.5 113.986 1 I .6 1.85 H1 -3I Company : TM Rippey Consulting Engineers Feb 15, 2005 Designer : RPH 1:15 PM Job Number : 4359 DA Platform -UPS Tukwila,Washington Checked By: Member ASD Steel Code Checks (By Combination) 1Zg'73Fp /2ESG4-Ts it Fttksil Fbvfksil Fbzfksil Cb Cmy Cmz E an RISA -3D Version 5.0b [C: \... \... \... \4359 UPS - Tukwila \rpw \4359 - UPSTukwila (TMR)2.r3d] Page 3 ia ....o� ..u.o::xrw3'adN±.a. aid'. uirdiY :uJ,LfiC7aw:J+a +':i::d'[�r:7u "+wJ.1.'t�'.i'.s�:.iv;. >�.:w•. DESIGN PARAMETERS MEZZANINE DEAD MEZZANINE LIVE EQUIPMENT DEAD EQUIPMENT LIVE WIND SEISMIC SOIL CAPACITY TABLE OF CONTENTS Foundation Foundation design based on existing concrete field testing performed by UPS. TM RIPPEY 7650 SW Beveland Street, Suite 100 Tigard, Oregon 97223 Phone: (503) 443 -3900 r STRUCTURAL CALCULATIONS UPS Mezzanine Foundation Commercial Construction MR Job No.4359.0/ INCOMPLETE FOR Tukwila, WA November 2004 r„, rot e FILE COPY 65 PSF 't ^n : PROVIDED BY MANUFACTURER : PROVIDED BY MANUFACTURER : 5 psf : Sds = 0.947, R = 5 (type D soils assumed) Sdl =0.494 : 1,500 psf (assumed) Fl THRU F10 CITYOF JAN 1 3 no PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED ( ity Of Tukwila BUILDING DIVISION By: Chk By: Job #: Sheet: Date: Date: of 4/4 3f m= , u., : �? `�gSrtilSe+*"xneRmerPw.er.+.axiu. «...uo^° 4 359 a.z z .4 (4 3 3SK- 44142 TM Rippey Consulting Eng. RPH 4359 . Results or-l:G-2ralf-pe46-8) .• - 419 .• • ' to.ept- 29 Z DA Platform-UPS Tukwila ,Washington Foundation Plan 404 • 12.1V- C ' 42 437 io.ct ---- 7 - r - 431 Nov 1, 2004 at 9:00 AM 4359 - UPSTukwila (TMR).r3d FI 1 N2 max .197 6 6.433 2 1.043 3 0 2 0 2 0 2 2 min -.141 3 1.286 '' • .057 ' 6 0 2 0 2 0 2 3 N4 max .343 4 22.666 2 1.754 3 0 2 0 2 0 2 4 min .007 5 3.896 �• -.101 6 0 2 0 2 0 2 5 N13 max 6.238 4 16.349 4 .456 5 0 2 0 2 0 2 6 min .216 5 -.076 -.464 4 0 2 0 2 0 2 7 N15 max 4.778. 6 10.845 Ai, .908 5 0 2 0 2 0 2 8 min' -:396 3 - 10.926 - -.145 2 0 2 0 2 0 2 9 N17 max .293 4• 41.009 U 1.874 3 0 2 0 2 0 2 10 min .062 5 8.564 -.14 6 0 2 0 2 0 2 11 N19 max -.052 6 10.585 Q 1.246 5 0 2 0 2 0 2 12 . min -.441 '• 2 2.219 -.099 2 0 2 0 2 0 2 13 N29 max .168 2 2.249 Q .869 3 0 2 0 2 0 2 14 min • .02 5 -.804` ' 41 .035 6 0 2 0 2 0 2 15 N31 max .403 2 10.864 1.096 5 0 2 0 2 0 2 16 min -.082 '.. 5 ' : 1.137 ' • -.368 , 4 0 2 0 2 0 2 17 N37 max .044 2 .8-19 � • .568 4 0 2 0 2 0 2 18 ,::. mm' • - :149: - :. 5. : •-. 53•I)' . . ; ..27 2' 0 2 0 2 0 2 19 N42 max 0 4 1'2724 IV 0 3 0 2 0 2 0 2 20 • min 0 -'5' • : :' 2.996 ' M• 0 2 0 2 0 2 0 2 21 N44 max .134 4 1.738 WS .828 5 0 2 0 2 0 2 22 • ' min -.05 ' . 5 " -.663 `, r- -.309 2 0 2 0 2 0 2 23 N105 max 0 5 3.378 Q 1.058 3 0 2 0 2 0 2 24 min -.001 4 :547 a= -.009 6' 0 • 2 0 2 0 2 25 N110 max 0 2 18.639 WS 1.042 5 0 2 0 2 0 2 26 min 0 6 3.575 . `• -.704 2 0. 2 0 2 0 2 27 N142 max 0 4 4.953 • .839 3 0 2 0 2 0 2 28 . :....; ., . ., -: min' . ; ...0 , 5' _ , .818' • �• '.09 .:. 6' 0..; 2 0 2 0 2 29 N146 max 2.108 4 1.133 TO 0 6 0 2 0 2 0 2 30' •` min .617 • 5. :062: 0. 3 0 2 0 2 0 2 31 Totals: max 14.011 4 151.798 2 12.178 3 32 .x`a; : 1 _. -in :276 - 5: :,30.844- 5.- .048. :6 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Reactions lc 1c is MY r k -ft RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Nov 1, 2004 9:02 AM Checked By: MZ r k - Page 1 F 2 JU O 0 CO • F- w 0 2 � co =a I- w z � I- 0 Z ~ • w U O O N O F- LU uj H � • O .. z U O ~ z 1 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Joint Reactions (By Combination) LC p & ecmt;,ah;> RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] ��rrir�." GYR' , pfM1;S Rgrry�voM: . ,. ftlM 1:1*”∎.IIToo,,vop A"m1ziv,m, ^ltyk}' 43 5 9.01 Nov 1, 2004 8:59 AM Checked By: Page 1 F3 } j"f tY;ii'?4+?%W ?titx; F;4A `i�:R' ". 4:A ::'^ F: r �...ay'17Y;.w C• . z _I- '~ w Q ! J U O 0 N 0 J = N w 0 2 u Q U � = a ▪ w !- O w ~ • w U � U O H W W u. O w U N 1= 0 Z N2 -.14 6.433 : N4 .042 22.666 s s 0 N13 1.32 3.762 I s 0 N15 x.348 10:845 N17 .284 41.009 I I 0 • 2 N19 -.441 10,585 -.099 N29 .168 2.249 1 : 2 N31 ,i' .403 10.864 • 0 0 0 • 2 N37 .044 I .819 • S 2 N42 0 ( 12.7 0 0 0 0 11 2 N44 .083 -.309 1 0 0 0 N105 0 627 I S 0 13 2 N110 0 18.639 -.704 14 2 N142 0 4.953 .8 15 2 N146 1.036 1.133 0 I S 0 . 2 Totals: 2.452 151.798 .426 17 2 COG (ft): X: 26.833 Y: 9.589 Z: 15.565 : 3 N2 -.141 54 5 5 0 9 3 N4 .024 120.053 1.754 20 3 . :. N13 . :1.096 2:41 .173 ° . I S 0 21 3 N15 -.396 10.076 .812 22' • .,.' •. ," .•N17' . - .238 • • • 34.164 ' 1.874 II 0 S S 23 3 N19 -.37 8.7.12 1.166 0 0 0 24 3 .N29 .121 .44 .869 0 0 0 25 3 N31 .187 j 7.939. .916 0 0 0 26 3 N37 -.108 • •.425 .- . 0 0 0 27 3 N42 0 10.997 0 0 0 0 28 3 N44 . • '.008 , t.". .425 .62_ _ 0 0 0 29 3 N105 0 • f 3.282 1.058 0 0 0 30 • •.:3 . •• _N1:10' ::.::; .; : - : >: , : : 0 •'., ,.. :... '16.81 . :. .5.75 0:, . . 0 0 31 3 N142 0 4• .839 0 0 0 32 :::. 3 .. :::= ::N146=& . ;... 51 :296 ', :: :797: :• 0 0' . 0 0 33 3 Totals: 1.954 ' 126.7 12.178 :341- .. ••-3: •: :. ,.-, ..- COG''(ft) :: :.:.:::' X:'-'26.83 Y :.9 :573. , Z: 15.646 . 35 4 N2 - .102 5.462 .282 0 0 0 36 ' 4 .. :. N4:. ` . ... _ '.343',• :,., ' 18:438... ..: . .083. 0 . 0 0 37 4 N13 6.238 16.349 -.464 0 0 0 38 -4- :- :-, ; N15 - 4:602 t :'r -4 :098 . • • - .08.:.' • 0 0 . 0 39 4 N17 .293 34.663 -.119 0 0 0 40 - • _ 4 '''VN19' ..: ' ;;. ... - `.325' ;' - 8 :889 .01. . 0 0 _ . 0 41 4 N29 .135 1.879 - .065 0 0 0 42 . :::. 4 .: :.:..: N31 . ''.339 ... " 9.237 . .368 0 0 0 43 4 N37 .042 .083 .568 0 0 0 44:' • ,., 4 . ; N42- , . 0 • • 11.314 0 0 . 0 0 .45 4 N44 .134 1.286 -.191 0 0 0 46-- 4 '. :: N105 ' • -.001 : • 2.731 ' .407 • 0 .• 0 0 47 4 N110 0 15.481 -.491 0 0 0 48 ' :: '4 :, : . -. , N142 :. ,, O : ' 4.056 .637 0 0 0 49 4 N146 2.108 .932 0 0 0 0 50 :: • .: 4..;:. • ' : Totals:- . ::• 14.011 126 :7 .339 . 51 4 COG (ft): X: 26.848 Y: 9.573 Z: 15.636 :52: :5:, :,:... .,, -. :;? LN2T. = :046 " : `'.1:803; Y .817• 0 ..0 0 53 5 N4 .007 5.511 1.57 0 0 0 54: . :,.5 .. ,..:. N13 ' ••'' , :216'.. - :076'--`+ . :456 0 „ 0 0 55 5 N15 -.22 3.248 .908 0 0 0 56 :e.. . , ;,. -; ::N17 `: • . . :062':':' °;' '8:564: •• . 1 :853 •. 0':'•.•: •. 0 1 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Joint Reactions (By Combination) LC p & ecmt;,ah;> RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] ��rrir�." GYR' , pfM1;S Rgrry�voM: . ,. ftlM 1:1*”∎.IIToo,,vop A"m1ziv,m, ^ltyk}' 43 5 9.01 Nov 1, 2004 8:59 AM Checked By: Page 1 F3 } j"f tY;ii'?4+?%W ?titx; F;4A `i�:R' ". 4:A ::'^ F: r �...ay'17Y;.w C• . z _I- '~ w Q ! J U O 0 N 0 J = N w 0 2 u Q U � = a ▪ w !- O w ~ • w U � U O H W W u. O w U N 1= 0 Z 57 5 N19 -.097 2.219 1.246 0 0 0 58 5 N29 .02 -.804 .839 0 0 0 59 5 N31 -.082 1.137 1.096 0 0 0 60 5 • " N37 -.149 • • -.111 ': - " .297 0 0 0 61 5 N42 0 2.996 0 0 0 0 62 5 N44 -.05 -.663 . .828 0 0 0 63 5 N105 0 1.098 .643 0 0 0 64 .5. N110 ''; ,. ;.. :.:,:0':.. 4:904 1.042 0 0 0 65 5 N142 0 .953 .291 0 0 0 66 5 N146 .617 .062 0 0 0 0 67 5 Totals: .276 30.844 11.887 68 5 COG (ft): X: 26.803 Y: 9.435 Z: 16.306 69 6 N2 .197 1.286 .057 0 0 0 70 ' 6 N4 326 3 R96 -.101 0 0 0 71 6 N13 5.358 13.863 1 -.182 0 0 0 72 6 N15 4.778 . - 10.926 .017 0 0 0 73 6 N17 .117 9.063 • -.14 0 0 0 74 6 N19 -.052 2.397 .09 0 • 0 0 75 6 N29 .035 .636 .035 0 0 0 76 ` 6 • N31 .07 2.435 -.187 0 0 0 77 6 N37 0 -.453 .385 0 0 0 '78'.;: 6'.: -:.: ;.:: N42 '.,, - 0 ...:` 3:312 0 :..0 0 0 79 6 N44 .076 .198 .017 0 0 0 80::. 6 N105 . :r , .' >' :,: ;_ ,'0 ' ::,;.: .. ..547 -.009. 0 ... 0 0 81 6 N110 0 3.575 -.025 0 0 0 82 .. 6 N142.;.;, -.: ; .. 0 ;. ',. .818 .09 .. 0 0 0 83 6 N146 ••• 1.429 .197 0 0 0 0 84 ::6• . Totals:;: 12 :333 .. 30.844 .048 85 6 COG (ft): X: 26.879 Y: 9.435 Z: 16.266 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Joint Reactions (By Combination) (Continued) MX fk -ft Nov 1, 2004 8:59 AM Checked By: RISA -3D Version 5.0b [F:\...\2004 Projects14359 UPS - Tukwila14359 - UPSTukwila (TMR).r3d] Page 2 Z e: 00 u�❑ J = F- w 2 g Q D I 1- w Z = 1.- 1- 0 Z 1- 111 D O 0 ❑ F- w W H T- 11. w Z U = O 1 "' Z 1M Lc7lIG2ETE F3E ke..% 1.3 h So �. 15c � <I pre ESurrtln. J �. ov a (; 4 14 4(3:n 4" CO iLy) d (`{ & Alu a1 eIYac rL( oF '1 PI Ck. 6 PLC t.1 Z CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 A -0= 4! v . _ 4 SF x ,5CZ TM RIPPEY UPS - Y 'L c pSC tJ0 (nom 1 It T t � _ 1 BY T11 1 DATE r V (it:4 CHK BY DATE JOB NO 3 oI F SHEET 1 5 OF 1M P= 4 l C 4 ` / -recL _ 4i - /1, 5 46i = E.'i.33 sF 5'- 3 ' S,- 3 M ► 002 SEAGZ4t tq Jo SASE 1_,4TE USE. Co c e-A-LEe .4- r77;cdte ) Iryoc.c 41 P = ZZ7 fr ck Z2.'1"`/1s KSt = 15,t SF 4'-ri`- 4' -o' ►- �tl,a�r�uxt use LaR ( .E E �'�►Z9, . SEE ENEQGAL rAQ+ ') 2 3' -:D" x 3 - a " " I 5 okSr. i7. sus M. 2.2,?oo �Cq',�►�,, x 3 - 3 ") /Z = -7 0. 4...#- ., ►ti.1 Iq TM RIPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 (b.6)(0 3(nvo> -- 0. 29 /erg -Lte'o _ b.oBZ x _ dl • v I r ? ` l >st i ,1 N 1.-d/86z _ 07,515 )(150 4 43Csq,cww ✓} (0, 083' 1)P5 - tug-Loic o46 4 132" \ie2`I t - BY 12 (4 DATE " CHK BY DATE JOB NO 4 Flo SHEET OF z �.- • w QQ � J U U o • 0 CO CO L. w 2 J ' u_ Lu o z I- w o- , o I- w w L I O . ..z w U W 0 z 1M J L.IODt. oI PNe2,GL= IZ.4SF GC' X , q ,t USE_ s ,Ma: t Iun 4 INko es 42 , 31, 19 I Are = 8 s 3t —d x 31-73.° 5 E E 4E2CAL ATTA+o+ 2 . x 2` --t,. f` I z 4 _ ooh z _3)`l Z TM R PPEY K CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 SU F3 - SE RATE Al so 0 .o3l5 893 = -«:l - 0.(9 344000 U (U vG_ WtL.A - CO. 41 CHK BY DATE SOB NO 4 1 '359. o I SHEET F? OF d �. BY RP DATE t 1 / t 1 z w g: JU • 1.) In 0 U) Ur J w } g J. U - = Z �. F- O, z � U • O N, w w' .— 0 w Z. U N O z 1M ?■Otte. S I3 it 1S 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 TM RIPPEY CONSULTING ENGINEERS SUPNE oT UPciFT FCC r—t c, RaDul(2 e1 SI c3: AUK - 01LA stkr BY CI1'1 DATE Z I /1E CHK BY DATE JOB NO 4 S9 • 0 SHEET OF z • z re al 6 J U ; U O' to 0 = CO U , W 0. IL Q : H ZW � . • fO z � U 0 O SS ;0 H, W • W O .. z • U O z 1,40T-..e.5 13 15 Co I1...1E. F7i ,S T C2-4:5> psi UP ..r CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 1.1S = loo. i I• 77) 3 ' TM RIPPEY UPS- uL1.01 LA - i( 4 _ = 10,1 x1, - Y_i • M �= Z 13 5L) * - 450 / /.,$)x / /18 - 5 56 3'- ' /o (,I, / I4 c)L = )4 3�81650 )( (n./e) = Z85 A.Jo 6,, t -� 4, o/ *A0)6 L 3'115 2 750 >n'l (L = 10 . 1 & 14 10.`1 -- - 3 1 . - (o 1 1 .3 g 1e-n. r _ 1 's$Z /o.a (/g. /z) _ / G 9 a 6 ' 0 /6/Sv)0)N(73,/6) /197 ' .4--- use 4 , /3 :Z „ / ` —co Iv/ ,l5 e , /c Z � & BY,_ DATE I CHK BY DATE SOB NO 441 , O I SHEET Fl OF FoL3 c1 >U L, 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 714 T 111 — r _ - (d ) c i3 TM R1PPEY P t i. CONSULTING ENGINEERS I, - Y b . 31 = /24),./z- 1 = Z/ -0514c6 /z = 0.2/ 1 R = 6.0,4A z4be - o,z/,) - /v 7&,.5 . . 7 6 k: BY F-•e 1-4 DATE CHK BY DATE JOB NO ) . 0 1 SHEET PI OF • CT -.30-2004 08:47 AM • ?, CASCADE TESTING LABORATORY. INC. TES INSPCG'TION / RNGINEERb 12919 N. E, 126'h4 PLACE KIRKLANb, WASNINcrroN 90034 (425) 823 -9800 OVEaKTT @25) 259-Oat 7 N3PECT1oN P2RCORMED RESTEEL►CONCRETE -.. RESTEEUMASONR'I »...- OTNER FIELD REPORT RESTEEL ONLY 9TR,ST/WEI.DING STR.STISOLTING 4TTN• I� LOCATION (AREAS) *-3 C'A's 14, - /9 $ 37A k.e CONCRETE/MASONRY SLUMP (INCHES) AIR CON ., A YES _ NO _ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. O @PT, APPROVED PLANS :MARKS: c) Fi° S 74g (%) .,TEST P65UL'rs APPLY ONLY TO THE ITEMS a HEREIN TESTED.'INts REPORT Sti u. NOT BE REPRODt10E0 EXCEPT IN fuu_ W)TN- out wRITYEN APPROVAL, Or G.490ADE :ESTINX3 LAI:M.0'0W, EiC.. ; . , . • MIX NC. 5 X2 REPORT Na, DATE 0 PROJECT LOCATION ARCH) - C CON1 Pre. ,,// j^r e,. 1TTEMS INSPECTED FOOTINGS _ AUGER CAST PILES DRILLED PIERS DESIGN STRENGTH ire) TO SPECIMENS c� O L.) ' 6z._ • 1 PLACED 0 l'ernffilliSIII4 BINDER REPORT NO. io 44 P. @1. NO, , ...- FOUNDATIONS ,�SLA e - COLUMNS WALI>r SEAMS 7 a keeiZ 2 rK I46 RL 1-1., �Fw c: INSPI:C)OHtS). NAME( INSPECTOR SIGNATURE z'+ iatp+p ED e)co SIGNED BY COPIES TO �k;iEiC,it2�,.,t4 •�Y*��`�kii;�b��is,�j1� , 1�`" �{ f�t��'" ,�`i °'b�..t��`�n''�•r-1.��dl 6 aL Z � c4 111 00 C o � W —3 I— W 0 LL Q N 3 I- W Z I-- O Z I— W U� 0- O I— W W 111 U = 0 Z COMPRESSION REPORT M° °t4°. REPORT CASCADE P1.4 KIRR. TESTING 90034 (425)823-900C O 4100 CLIENT, RATE 0 1 ERTN . O. ^ - ROJECT J K. a' ADDRESS: - - LOCATION 55 d ' a V -ea_ folitek Id - • CITY, STATE, 21P` - BLDG. PERMIT NO. OWNER ATTN: • THER MP. AT A.M. AT P.M. - - -- ENGINEER '. -� SOURCE /SUPPLIER FIELD TES>• DATA 1ST TRUCK A mcicer NO. MIX NO. RCI�ITECT ONTR ACTOR 2 ND TRUCK 0 TICKET NO. MIX NO. . � 1 1 TIME lN C`� UNIT WT., PSF ASTM C..13111 YIELD. LEIS. CEMENT FACTOR CWVC. AIR WENT � r� -�r�.� LY ASH AR TEST METHOD: IR VOLIJME A STM C 1TS OR ■ PRESSURE ASTM 0431 . A. ' A ' EQUIPMENT USED I.0, SLUMP CONE CSLCOO . THERMOMETER CCOThD NE AGO. ATER - ... AIItMETER CCOAIO OTHER •TAI. _ TYPEOF BREAK A. CONE B. CONE & SPLIT C. CONE (to be filled in at the right side of the table below) COMPRESSIVE STRENGT & SHEAR D. SHEAR E. COLUMNAR _ 6 " 0 � 5 NU @R MAD ma 0_,,- D AGE DAYS S SE SQ. TOTAL _ LOAD STAENST� -1, PSI TYPE mem 2 5g i- 5 D /0 ;- ii, 1445 576 _ 35580 �+3o .5 (( _ . 11.64./5 . , 3, 31c - L- 5 .z5 . 32510 gz CAPPING PRG bUREASTM 0-617 *AST» C -1231 CONCkET'!~ CCM PRESSIOKI MACHINE n_ #CCOCOOO 2 - TEST METHOD C - y Z- SpZAM"UND IN ACCORDANCE WITH SAMPLE MU DATE /o ,� � LlCANLE COWS „ECS. CEMENT TYPE Cu. YDS. PLACED AEA • ADMIXTURE -`"-' ADMIXTURE CACl2 " DESIGN STRENGTH PLACEMENT AREA & NOTES NSPECTOR(S), NAMES) PRINTED /LJ . A4V .g” L.•L._ TEST amiss APPLY °nor m TFE (Teas sicuom TELTT.O. lut a llaPOrtr SHALL NOT _ _ INSPECTOR SIGNATURE ,� tla L WITHQU' WI TE'A THGN CASCAOE ESTIN N 9ORJ► P 1Cotn^! O, 39 d COZ2- EZB -sat, '.J Sdfl A!HA SNII,S31 3auosHo eEa:tt bo GE 2.0 onor 0899006605 1E :11 V003/TO/TI P. OF z • Z re LU O 0 co 0 WI N IL w 2 g N � I � z I ZO U� N O f- w W H0 O w z = O~ z DESIGN PARAMETERS MEZZANINE DEAD MEZZANINE LIVE EQUIPMENT DEAD EQUIPMENT.IVE TABLE OF CONTENTS TM RIPPEY 7650 SW Beveland Street, Suite 100 Tigard, Oregon 97223 Phone: (503) 443 -3900 STRUCTURAL CALCULATIONS UPS Mezzanine Commercial Construction TMR Job No.4359 Tukwila, WA November 2004 FILE COPY: 15 PSF FOR SEISMIC LOAD LOADS AND LOAD COMBINATIONS LAYOUT : F9 FRAME ANALYSIS -- BASIC LOAD COMBINATIONS STEEL MEMBER CHECKS DL +LL F13 NODE DISPLACEMENTS : F15 COLUMN BASE REACTIONS F18 STEEL MEMBER CHECKS - SEISMIC F19 NODE DISPLACEMENTS : F21 • 65 PSF : PROVIDED BY MANUFACTURER : PROVIDED' IM MANUFACTURER COLUMN BASE REACTIONS FRAME ANALYSIS -- SPECIAL SEISMIC LOAD STEEL MEMBER CHECKS NODE DISPLACEMENTS COLUMN BASE REACTIONS MEMBER FORCES INCOMPLETE CONNECTIONS L T R # BASEPLATES L 1 THRU L9 F1 THRU F8 THRU F12 THRU F15 THRU F18 THRU F18 THRU F21 THRU F26 REVIEWED FOR CODE COMPLIANCE APPRoviED NM ty Of Tukwila BUILDING DIVISION WIND : N/A SEISMIC : Sds = 0.947, R = 5 (type D soils assumed) Sdl =0.494 U50- C> P SOIL CAPACITY : FOUNDATION BY OTHERS F26 THRU F27 COMBINATIONS F28 THRU F30 F30 THRU F35 F36 THRU F36 F37 THRU F50 Cl THRU C3 C4 THRU C8 �xPilaES q.�z. �...., By: Chk By: Job t : Sheet: Las/ -y39 CITY OF T KWILq J4 N 1 3 2005 PERMIT CENTER Date: Date: of r . z� cI3 CEP kc - 4o CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 S _ 142..2(.0 S, = 4°1,10 = SE USE C, LOL P D 121.37 4 3. 53 SI CLASS D - CASSUyv =D) sc1StA use C- Act.:P 1 BEY,. \Le - 38* 1 4 , -3c+) Srns = Fti SS = I . o ' I .42 .= 1.4Z S mI = F-I S 1 = 1.51 • 49,1o1= SA = 3 Srn s = Sc, ■ - 3 Sm TM RIPPEY a - 741 b 2 L-,RouP CTaWe. 1(41(4.3 CI)) USE G12oui p CI 1(01c0, BY RPI DATE 10/Z CHK BY DATE JOB NO 41-51 I SHEET L , OF Z C4 J U U u) 0 W= J ,-- � LL W 0. g J • ?. co = W Z I-- I- 0 Z I!- w 2 p , - .01-. UJ = U 0: 111 Z 0 Z• Zipcode Lookup Output! . USGS Earthquake Hazards Program The input zip -code is 98188. ZIP CODE 98188 LOCATION 47.4342 Lat. - 122.2861 Long. DISTANCE TO NEAREST GRID POINT 3.9455 kms NEAREST GRID POINT 47.4 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10 %PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 31.293449 40.851151 55.394939 0.2 sec SA 66.365044 104.852898 127.370201 d 0.3 sec SA 59.725670 91.768822 122.026100 1.0 sec SA 20.979300 29.720091 43.530849 - S The input zip -code is 98168. ZIP CODE 98168 LOCATION 47.4892 Lat. - 122.2991 Long. DISTANCE TO NEAREST GRID POINT 1.2063 kms NEAREST GRID POINT 47.5 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid PGA 0.2 sec SA 0.3 sec SA 1.0 sec SA 10 %PE in 50 yr 33.112930 72.323174 61.401939 21.501949 5 %PE in 50 yr 45.888500 110.120399 98.998154 31.489161 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: Home Page SEISMIC HAZARD: Hazard by Zip Code http://eqint.cr.usgs.gov/eq/cgi-binizipcode.cgi 2 %PE in 50 yr 66.142754 142.260406 55 128.414307 49.095829 point are: Page 1 of 1 L 10/28/04 = z re .J U O 0 0 W = J H N O` W lL =a Z = O Z F - . uj U � O (12 O 1- W W Z u. O W Z U N. O ~ z AT ERAL �Q U I VA LFJ.f I LATER-Pal- Fof2.C.0 PRp TM RIPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 \ /= cam BU i uO i 1 CS T0. Ct he AQD t.a tT LESS T-4-A C s = o.g4:1 = o. I s9 2. /r s /61) CS = 0.494 v .O I S (5 / c, = \/-= v . (B9 \A.1 o. S, R./ -r C 0 . 5 _ ( c : ) . 4 0 o ` ) G K_ CS / e = LLD nlo, 1 • 80I4-0i' -67 UPS - ►ulLu3■LA 1 n '1S ' = 0.02 (8' ) T c _ = C;. (Dq S CTable 9,5.s.?•z.) (9,s.5.2 -4) BY KPH DATE 1 ° /zz/c' CHK BY DATTE SOB NO 4559 SHEET L3 OF Z r4 QQ om . J0 0Q J F=- W O lL Q • d = W F- Z �. Z o uj U O N 0 W ul H —. t i — O . W Z H H; Z F l-cc) Ft_coe, MME TOTAL • PL-ATFO2.m DtsT2t l T 't - = Z5.3 Ps5 SL c.. 1 I LATCR.(` I ■././ CIUNY Fb/A-A i Lo.4OS PER. DC. l EQutvALGuT DtS (1;TC LL of ALL 11 (-CS i S `' 8 1 TM RLPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 y2 t..E(c -.f4 -r ST EEL FRANCE t- I •3 = 14 - �TP,L woo D IS12taut - -) / / cno //3 77 SF = Its). 3 ps{' 8'7 Ps 26 PS i - t'1v b g Tl') LL cP Liv Lois' tb (3G IsVC.l.v3 Th IKA SEISMIC C'.ALc LA is BY RPA DATE 1° 1 2 4 0 4 CHK BY DATE JOB NO -4351 SHEET L 4. OF U P S - rU ��(.4% 1' -3 1/4" 1 -11 1/4" 1' -3 3/4" W12X22 o) >c to W8X18 W14X34 to W12X22 W8X18 W8X18 a) a) 3 3 W8X18 , co \L`%to 3 W12X22 W6X12 2' -8 1/2" W8X18 9' -6 1/2" 5' -10 1/2" W8X18 2' -9 3/4" 9' -0 1/2" W8X18 5' -3 1/2" C) N N co TM RIPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 6' -10" 1 1' -9" UPS - "Tu1Ltk)>Lr PLAT ✓►'L / 12' -7" 6' -0" 4' -5 3/4" 1S. I 1 a .(144 s4 z , uC 223V) u `4v. 2 5 015,9 e 03.72 l > ;. i d IYlca.cL Sr N I n Un BY RP H DATE 10 lea/o4 CHK BY DATE d JOB NO - ` 3 59 SHEET L S OF z — z � W 6 � U 00 CO W W = w g J LL Q 2d �w Z I—O z F— w w U� 0 S w w H0 w z U O1- z M LATERAL 1 FRAME. L1 E A. k1; _ �Z (311-27 .+ 75 11 + 4 o.94 7.D +c + + 1 33.14) 13 = X 1 54.4(,' Zs,? = 11 = 2.173.1 FI=R &ME Ltr E v__I = 4 4. c,LV2( ao, IS + 2V% 1S.S::) 1 8.7z tx- _ 133. 3`� z _ ) s s FB = 3 5ota . 3 I FRAME A CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 Ut - E. C W, = I /z( 10 .15+ Z55 I.,); = Z.S. 1333. TM RIPPEY UPS - "Tu>~l,3ll.A - 1 3 BY RP1 - 1 DATE Igal( CHK BY DATE JOB NO 4359 SHEET LCn OF 1M 1 LAr L FRAME Lt ).AE A —A = C3q Z1 { t ( 1 / e ) ( 4 9 . 9 . 4 + ZZ Co . CD S sF Z5.3 P-"; = 5:1 I .4 3 SUM or Pc) ∎,._.LT- ?73lPrT1a,1 Cs 7(>n� FRAME LILAC B -1 .►1. Ca5 \4= t!' /z) (4e,14.+ 5 ) +1/2 (Z % .O 3 +- 2..e0, 4 1) (i3 c ([ 0151 �to = 1`1 I1. oS F2A PG Ll t l E G- L K CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 0.15 S \o .So \''41= S8.0 + z (Z4 r S. Z) w� \ 4 c 41.1 x as, 3 � = I , 38 4, �.� Fc, = Z1SI t= 2-A-M E LI t•-lE K.); - YZ(a4.25 i 8 3.72)4r %Z ( 1 33.1) co,ll = t,o; = ZZ8.5Co s -C Z5. 3 psF = S - 182. 4; = 10 Z.°t IF-AM1 . LIME. E -E I FED = b.1894 13 3,14 - r LS. = 3t 8, 3' TM RIPPEY UPS - Tl iY_l O I L. A BYEF \ DATE 1oIa 1 04 CHK BY DATE JOB NO 4359 SHEET L" OF 2' -8 1/2" 1' -3 1/4" W12X22 W8X18 9' -6 1/2" 5' -10 1/2" W8X18 W8X18 W14X34 W8X18 W8X18 to W14X26 2' -9 3 /4" 9' -0 1/2" 1 - 11 1/4" u u 1' -3 3/4" W8X18 W1 G` W6X12 5' -3 1/2" W6X12 a CO N N •IM 1` N TM RIPPEY CONSULTING ENGINEERS 6' -10" 11'-9" • UPS - A 12' -7" 6' -0" aI�1'T-ovin Fie -u' t ke (0 at CALK" 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 • t, _ 3�1 z 4' -5 3/4" rn m 1 itt a (O In in l5. I I 4 , .ct 4 84.20 L g� LW) Z-60 . z40. 2 -5 3 3.72 133.i 137(0.(0 I Sr 15.3 (75F BY RPH • DATE I0 /Z21°4 SEA ImtL : c 2-AfSu ‘t:%: ASM 011/4—) CHKBY DATE JOB NO 4S51 SHEET 8 OF krinxx;rvsweovrwua murteSeMC4 a'MyK4W3~4r�I' Wn'!t"M3aNuie tMi. now.anetwIcv. 1M 1. Lc\t CASE t) (. • r -t- o,'tS L f d -7 E. C 1 cD -1 , CL-Z) L a SP SOS r& c LCAIJ Cr1131NA��ta 1 1 .Z O t C9.5 L t E m C7 9 i L vvt = . Fail SPCU SEiS.rn La At:`, INCeosE ALLOC.z A€LE. S'R SS g•, 1,-7 - 4 - 5E r�- t-J..7c F.o.c-ro ' � E n1 -4- t C. AL I 34) 41 ' Illo 5 14o2T iEf M. TM RIPPEY lk . CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 Com131N A ilaNS *. +612,E {- D o.9 -2 0 E +c o ) t-oP \ A.SC U PS - )' Y-4)3\LA 1(.0 17. 1 . 1 ) BY RP V--1 DATE Are=1 o4 CHK BY DATE JOB NO 4359 SHEET Li I OF CIO - I�t Et? t(0-5 I LEYP 1u:3-Z.0 LCO 1cD Z 1 Structure DL N2 Reaction Reaction Reaction -1 ........ 2'' :•,. •, N4:-; : '.:::' ::', ;i Reaction ::.: _ Reaction:.:. :. Reaction . DL 3 N13 Reaction Reaction Reaction 5 -: '.:. 3 4:-'! . •. N15:... ::_. , .'Reaction':• >" Reaction .. . ,Reaction ' , 5 19 5 N64 N17 Reaction Reaction Reaction 3 DL''' -.: :•: :.. 6 . 'z N1. }, N 19: . '.; Reaction` =' . Reaction " ::': i: Reaction' " 5 Platform /Stair LL .7 7 LL N29 Reaction Reaction Reaction 16 N152 5 0 +0.7E +0 :75L -(ibc :.. 8 Equipment LL . N31' . • • Reaction' • :'Reaction : • Reaction r :75 =' ''':8=:; 8 20 9 '.12 N37 Reaction Reaction Reaction EL 5 10. ..: :^ N42:':' .} , =_:7: , Reaction's. 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'z N1. }, 9 40 LL .75 7 5 Platform /Stair LL .7 11 LL N6 N147 16 N152 5 0 +0.7E +0 :75L -(ibc :.. 6 Equipment LL . 7:::;;;:::.: , ''.DL LL LL. r :75 =' ''':8=:; 8 20 '.12 :7 • 7 Seismic Equip N -S EL 5 0.6D +0.7E (ibc 16 -... 9 40 DL .6 8 Seismic Equip E -W ' .7 EL .7 9 40 g Seismic Platform ... 0.60+0:7E ;.(ibc;16- i .: �'= EL . . .DL' .'t6:1:: 5 19 >10: . 7. 12 10 Seismic Platform E. • EL 5 19 1.2D +0.5L +2E (ibc ...Yes 11 Seismic Dist N -S 1.2 LL EL 7 2 9 2 11 2 4 12 . Seismic Dist E -W EL'` : 1.2D +0.5L +2E(ibc .: Yes " : DL ' 1 4 .5 1 D (ibc 16 -71 N61 DL 1 N53 Y Two Way -.015 : : , N 2 '-- 6 •'...... . '.D +L c` .; (ib .16�8)' ;.:. .... -i -: '.:. `DL` '1 `: °.� 'LLB: .s :' �1•- : ... =. - ..... ... N20 N64 Y Two Way -.015 3 D +0.7E +0.75L (ibc ... :•: :.. °;::.`„.1 . 'z N1. }, DL 1 LL .75 7 .7 9 .7 11 .7 N6 N147 N152 - :' .- 0 +0.7E +0 :75L -(ibc :.. v �: . 'k . 7:::;;;:::.: , ''.DL ; 1- - LL. r :75 =' ''':8=:; 7: .10.:7' '.12 :7 • 5 0.6D +0.7E (ibc 16 -... DL .6 7 .7 9 .7 11 .7 0.60+0:7E ;.(ibc;16- i .: �'= ' :`� a . . .DL' .'t6:1:: 8 : *7:- >10: . 7. 12 -,7 7 1.2D +0.5L +2E (ibc ...Yes DL 1.2 LL .5 7 2 9 2 11 2 g 1.2D +0.5L +2E(ibc .: Yes " : DL ' 1 > LL .5 8 2: • 10 2 12' 2 - g 0.9D +2E (ibc 16 -2... Yes DL .9 7 2 9 2 11 2 10,-' 0.9D +2E(ibc.16 -2 :r.` Yes -:' ' 1:, DL' . = :9:: .8`• 2'. -10•..;2 . 12 1 N72 N61 N38 N53 Y Two Way -.015 : : , N 2 '-- 6 •'...... . N45 Y Two Way • -.015 3 N75 N16 N20 N64 Y Two Way -.015 4' : ∎ .:... N14 :•: :.. °;::.`„.1 . 'z N1. }, .', • ?.. 'N6'; :le ::: � N20'. - . . lY . Two Way... -.015 5 N6 N147 N152 N151 Y Two Way -.015 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Basic Load Cases BL X G Y Gravity Z Gr avity Oct 28, 2004 1:16 PM Checked By: Joint Boundary Conditions Joint L Load Combinations Descriati Member Area Loads (BLC 2 : Platform /Stair DL) Joint A Joint B Joint Direction Iv e PD It RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] !{,.}.W4tromros .ixs#fi , vN! a �• lM lySa'(ya�F.' 1 t1� /•MMAefh:f "rw . e�. w r. .....w..!artrtR'i....Y�..1.IF�Mr. - ... -... Page 1 F 1 z _I- ~ 'w J U O 0 u) 0 LIJ J H W O 2 g Q 1 a � z = I--O w tu U O - O I- WW F- • 0 L- W U = O ~ z 1 N75 L N75 -.739 2 , ., . ...,, •i N63 .i . r :. • ' . ;; ... _. 'L::........ . L '-.6 • Y -.67 , 2 ..1 ... -.6 : t;.N63 :' ay. r ., ;. 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N62 N45 X Two Way -.005 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Member Area Loads (BLC 5 : Platform /Stair LL) J Member Area Loads (BLC 11 : Seismic Dist N -S) Joint A Joint B Joint C Member Area Loads (BLC 12 : Seismic Dist E -W) oint B Joint Member Distributed Loads Member Label Direction No Data to Print ... Joint Loads and Enforced Displacements (BLC 3 : Elevated Platt. DL) Joint Loads and Enforced Displacements (BLC 4 : Equipment DL) Joint Loads and Enforced Displacements (BLC 6 : Equipment LL) Joint D int D Directi Dir Oct 28, 2004 1:16 PM Checked By: Start Magnitudefk/ft,degl End Magnitude[k/ft,degl Start Location[ft...End Location[ft,... -ft in.rad k *s ^2 /ft itudefk.k -ft in.rad k *s ^2 /ft -ft in.rad k *s ^2 /ft RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d1 Page 2 Fl " '..egategM ;? 8l kti?' �M11t. 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Z -.103 9 N138 L Z -.103 1 N75 N20 Y L L X -.127 2 N63 :. :' _• : .:.: ;:.._ L X -.103 3 N61 _. 'X` . -.015 3 L X -.103 4. N88 .. -.015 ''4:1 X L ...:- .. X -.051 5 N80 ...- , , .. , .. .;•?; :'. ',L .. . L X -.051 -6 N127 -:." . ; . .....• .. L:.. .!:::..•X .,.. -.019 7 N129 L X -.019 ., 8 .: -.. ... '-N66 ,,: ` :, ' . ' L " X -.103 9 N138 L X -.103 1 N138 N20 Y L L Z L X -.015 72 .........._':.`.:'s. 'r^ N64;.. if ... ...,.-: '._.:L. °... .- ..., ::'" _. 'X` . -.015 3 N48 Z L -.015 ''4:1 X -.015 �..;;- . -., A :. is N63= . .... ...- , , .. , .. .;•?; :'. ',L .. . X •; •- .015. 5 N72 -.011 L X -.011 1 N138 N20 Y L 8 Z L -.015 :2 , ....:N64.... L:.... Z =.015 3 N48 L Z -.015 ''4:1 :' ..• •,,...- : N63.g..,f., .... �..;;- .:;- ? L•....:,g;: . ; -:.. .• -.015 5 N72 L Z -.011 7 N138 L Y -.6 8 N30 L Y -.739 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Joint Loads and Enforced Displacements (BLC 6 : Equipment LL) (Continued) t Label Joint Label Joint Label oint Label D L.D.M L.D.M L.D.M Member Point Loads (BLC 2 : Platform /Stair DL) ,tea <.Nt^.w:•r....,n. 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X :::,,: -.115 14.75 13 M127 Y -.115 .5 14 - 'M127 Y ..: -.115 3.5 15 M127 Z -.115 .5 16 M127 Z -.115 3.5 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Member Point Loads (BLC 2 : Platform /Stair DL) (Continued) r Label Member Point Loads (BLC 3 : Elevated Platf. 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'. .:.' .:=$.182P.: .?: -•.1:0016...:3 :' .-8655e-4' - 93 2 N93 .022 -.062 -.086 -2.676e-3 -8.873e-4 3.354e-5 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Joint Deflections (Continued) LC Joint Label X Fin Y in Oct 25, 2004 2:49 PM Checked By: Z X Rotation Fradi Y Rotation Eradi Z Rotation rr RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] ' Page 13 F ice7 94 2 N94 .017 -.027 -.009 -8.999e-4 -6.849e-4 -4.575e-4 95 2 N95 .184 -.037 .006 1.24e-3 -7.98e-4 -9.3e-5 96 2 N96 .017 -.026 0 -2.516e-4 -6.671e-4 -4.414e-4 97 2 N97 .196 -.033 .007 7.619e-4 -7.627e-4 -1.378e-3 98 2 • N98 .017 .004 .108 5.198e-4 -4.398e-4 -1.252e-3 99 2 N99 -.182 .001 -.002 7.795e-5 -7.807e-4 2.022e-2 100 2 N100 -.319 -.036 -.006 -1.093e-3 -1.118e-3 -1.012e-4 101 2 N101 -.222 -.008 .108 -3.597e-4 -2.194e-3 1.873e-3 102 2 N102 -.041 . 0 -.004 -2.309e-4 -4.579e-4 4.415e-3 103 2 N103 -.025 -.035 .006 5.963e-4 -1.134e-3 5.421e-4 104 2 N104 -.034 • -.021 .108 3.798e-4 -5.513e-4 2.024e-3 105 2 N105 0 0 0 0 -7.985e-4 0 106 - 2 . 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" : , , -• -.34 , , .002 .113.. -6.038e-7 -5.908e-4 1.56e-3 141 2 N141 .138 -.003 -.498 -1.267e-3 -1.122e-3 -1.857e-3 142 1 •I'''. 1 ; •:' ';•.N142 i• ;:.::; l'; ',,,.:'.. , , ? " . :::: ; 'i . :; - r . ..."!:" .',' 1 ': 0 t. . , .'-6,325e-3'.' , -1:111e4 -1.186e-3 143 2 N143 .109 -.004 -.465 -2.315e-3 -1.111e-3 -1.186e-3 144' . ''• • , . • • '',';;,. N144 :.:•*.,:,':•'• ':,' ;!:'.;': •'': '"018 ...., :.493' :' ' - 47946-4' • .1O73'. 145 2 N145 .164 -.041 -.5 -1.82e-3 -1.119e-3 -1.822e-3 146 . ... :2 •-:'.':' - ::','&)..N146'::. , ••::- . ,j4?.2.... ;,:,': .: '' : ', '.' , 0 ,-', 1 :209e -1 - ' " - ' -3.645e-3 147 2 N147 .224 -.157 -.501 -1.901e-3 0 -1.806e-3 .148 ''".2 '., '''.'', '' -'•.:' "-: --"' ' ' . ' '. • ' -:: •.105 .1784e4 ' • -8.766e-4 -3.024e-3 149 2 N149 .058 -.01 -.49 6.156e-4 -9.578e-4 -1.315e-3 150 ':;. i:::;''..Y '';',- : •-,*-.': 'T .• ''-:.493 . - ...2.08364: '. -7.198e-4 -1457e-3 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Joint Deflections (Continued) X tin i+i,44 Y in RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 2:49 PM Checked By: Z.Finl X Rotatiorifradi Y Rotation Fradi Z Rot Page 14 F n *.4/1+:1VE*P,PAArt . • 1 2 N151 N2 -.019 -.144 6.437 .332 0 0 2 0 2 2 -.495 • N4. - 3.152e -4 .033 22.618 284 0 0 0 3 2 N13 1.312 3.743 -.436 0 0 0 4 •• 2 • • N15 . -.353 10.874 -.152 0 0 0 5 2 N17 .282 40.936 .059 0 0 0 . .N19••• • ._.438 • ' 10:561, , : . : -.106 . 0 0 0 7 2 N29 .168 2.262 .033 0 0 0 8' • 2 _. •: N31 ••`•• ,. •-.45- • • 10:801 •L •.296 0 0 0 9 2 N37 .009 .731 .301 0 0 0 • 10; :::2..: r . _. .:.' ;'N42 ; t,: - .;...: 0.::.... , .. 12:754--.:: ... 0 0 0. 0 11 2 N44 .088 1.734 -.313 0 0 0 12. •2: .: ` ;<::.. ..•- :0 .: .•3:375,•'. ,.. . :626 0 0' 0 13 2 N110 0 18.582 -.707 0 0 0 • 14:- 2 •;::::•:N142...:... ' : t =.. 0 -'.. ,. ' ‘: :..:.: 8 :....',: .,. 0 .0' ..' 0 15 2 N146 1.044 1.133 0 0 0 0 16: .. 2 `.. .:,; .Total•: ::_:2.452 151:494.... .426 • -... 17 2 COG (ft): X: 26.821 Y: 9.588 Z: 15.553 151 2 N151 -.032 -.019 .108 4.206e -4 - 3.248e -4 2.544e -3 152 2 N152 . -.031 .. -.002 -.495 - 6.256e -4 - 3.152e -4 4.204e -3 Company : TM Rippey Consulting Engineers - Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Joint Deflections (Continued) LC Joint Label Joint Reactions LC Joint Label X Pint X fk Y tint Y fk Z finl Z f kl Oct 25, 2004 2:49 PM Checked By: X Rotation fradl Y Rotation tr MX fk -ft MY fk -ft MZ tk -ft RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila14359 - UPSTukwila (TMR).r3d] Page 15 FIB Z w re 2 6 U 00 N 0 J = F- w O gQ O 0 . I w ' Z l`- ZO 0 w uj U o 0 t l- uJ H - • O .. w ▪ = 0 1- Z 1 M1 W6X15 .531 7.596 3 .151 7.694 v 3 19.017 30 33.387 26.896 1 .6 .6 H1-2 2 M2 W6X20 .525 7.596 3 .209 7.694 y 3 19.592 30 37.5 30 1 .6 .6 H1-2 3 M3 W14X38 .670 0 4 .170 2.082 v 3 4.812 30 37.5 10.909 1 1 1 H1-3 4 M4 W14X30 .511 15.5 3 .103 10.439 y 3 9.56 30 37.5 22.607 1.7.. .85 .85 H1-3 5 M5 W6X9 .112 5.192 3 .026 5.119 v 3 15.811 30 37,5 21.941 1 1 1 H1-3 6 M6 LL3X2X... .048 1.299 3 .007 2.828 y 3 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 7 M7 LL3X2X... .330 1.299 4 .008 2.828 v 3 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 8 M8 LL3X2X... .042 1.299 4 .002 2.828 y 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 g mg LL3X2X... . 266 . 1.299 3 .002 . . 2.828 v 3 14.416 21.6 . . 19.675 19.675 1.75 .6 1 H1-1 10 M10 W6X15 .220 7.596 4 .068 7.694 y 4 19.017 30 33.387 26.896 1 .6 .6 H1-2 11 M11 W6X15 .373 7.596 3 .134 9.174 v 5 19.017 30 33.387 26.896 1 .6 .6 H1-2 12 M12 W6X20 .750 7.596 3 .224 7.694 y 3 19.592 30 37.5 30 1 .6 .6 H1-2 13 M13 W6X15 .796 7.596 3 .175 7.694 v 5 19.017 30 33.387 26.896 1 .6 .6 H1-2 14 M14 W14X43 .810 0 3 .246 2.082 y 3 7.241 30 37.5 13.685 1 .85 .85 H1-3 15 M15 W6X16 .145 7.167 4 .034 7.167 v 4 17.16 30 37.5 30 1 .651 .85 H1-1 16 M16 LL3X2X... • .447 1.299 4 .007 2.828 y 3 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 17 M17 LL3X2X... •011 1.299 4 .008 0 v 5 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 18 . 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Moog t541-... 9.292: 4 .. .103' . .18.583 'y 4'4.55 . 30 .37.5 28.068 .1 1 1 H1-3 41 M41 W8X18 .583 9.292 4 .109 18.583 v 4 4.55 30 37.5 28.068 1 1 1 H1-3 42 M42 W6X9 •• .111• -•• 3.584 3 .022' ::: . y 3 15.811 . 30 ' .37.5 21.941 1 1 1 H1-3 43 M43 W6X9 .098 3.949 3 .020 7.167 v 3 15.811 30 37.5 21.941 1 1 1 H1-3 44 . .M44 •W6X9 • .049 1.687 3 .023" ... 0 y 4 21.197 30 37.5 27.787. 1 1 1 H1-3 45 M45 W6X9 .042 2.531 3 .015 0 v 4 21.197 30 37.5 27.787 1 1 1 H1-3 46 • M46 W6X9 .171 ''' . 3 ''.044 - 0 y 3 21.197 30 37.5 27.787 1 1 1 H1-3 47 M47 W6X9 .187 2.32 3 .045 0 v 4 21.197 30 37.5 27.787 1 1 1 H1-3 48 M48 W6X9 .055. 1.845 3 . .025 0 - y 4 21.197 30 37.5 27.787 1 1 1 H1-3 49 M49 W6X9 .051 2.689 3 .015 5.167 v 4 21.197 30 37.5 27.787 1 1 1 H1-3 50' M50 W6X9 :116 :. ..949 • 3 -.060 ' 5.167 3 21.197 30 37.5 27.787 1 1 I H1-3 51 M51 .216 1.845 3 .066 0 _y v 3 21.197 30 37.5 27.787 1 1 1 H1-3 .52 .M52: ,W6X9 W 6X9H . 052 ., '1 3 .1)22 5:167 .j, 3 2t•97 30 . -37.5 27.787 1 1 '1 H1-3 53 M53 W6X9 .322 3.657 3 .102 0 v 4 15.811 30 37.5 33 1 1 1 H2-1 ' 54 :' .. M54 :. •'W6X9. ''' :2:689'4' si.022.:' 5.167 y 3 30 • ' 37.5.' 27.787 '1•• .6 1 H1-3 55 M55 W6X9 .123 2.794 3 .034 5.167 v 3 21.197 30 37.5 27.787 1 i 1 H1-3 56 M56 W6X9 '.....058 `...`- '2.425' 4 'f.021'.:' v : 4 21.197 30 ' 37.5 . 27.787 1 .6 1 H1-3 Company : TM Rippey Consulting Engineers Oct 25, 2004 Designer : RPH 3:15 PM Job Number : 4359 DA Platform-UPS Tukwila,Washington Checked By: co oe Ci-t€ 1 0 Envelope ASD Steel Code Checks SASIC Member Sha e Code Che, . Locffti lc Shear LocFftl Dir lc Fa fksil Ft fksil Lbv-v fksil F - RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 1 F-1'1 57 M57 W6X9 .059 2.742 3 .021 5.167 v 3 21.197 30 37.5 27.787 1 1 1 H1-3 58 M58 W6X9 .138 2.32 3 .037 0 y 3 21.197 30 37.5 27.787 1 1 1 H1 -3 59 M59 W6X9 .078 2.531 3 .027 5.167 v 3 21.197 30 37.5 27.787 1 1 1 H1-3 60 M60 W6X9 .255 3.364 3 .067 0 y 3 15.811 30 37.5 21.941 1 1 1 H1-3 61 M61 W6X9 .063 2.742 3 .021 5.167 v 3 21.197 30 37.5 27.787 1 1 1 H1 -3 62 M62 W6X9 .127 2.794 3 .038 5.167 y 3 21.197 30 37.5 27.787 1 1 1 H1 -3 63 M63 W6X9 .064 2.373 3 .029 0 v 4 21.197 30 37.5 27.787 1 1 1 H1 -3 64 M64 W6X9 .058 2.742 3 .027 5.167 y 4 21.197 30 37.5 27.787 1 1 1 H1 -3 65 M65 W6X9 .138 2.32 3 .036 0 v 4 21.197 30 37.5 27.787 1 1 1 H1 -3 66 M66 W6X9 .081 2.584 3 .034' 5.167 y 4 21.197 30 37.5 27.787 1 1 1 H1 -3 67 M67 W6X9 .227 3.656 3 .047 7.165 v 3 15.817 30 37.5 21.947 1 1 1 H1-3 68 M68 LL3X2X... .123 1.299 4 .022 0 y 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 69 M69 LL3X2X... .112 1.299 4 .021 0 v 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 70 M70 LL3X2X... .284 1.299 3 .009 2.828 y 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 71 M71 LL3X2X... .202 1.299 4 .023 0 v 4 14.416 21.6 19.675 19.675 1.75 ,6 1 H1 -1 72 M72 LL3X2X... .464 1.299 3 .011 2.828 y 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 73 M73 LL3X2X... .111 1.443 5 .017 0 v 5 14.416 21.6 21.6 21.6 1.75 .6 1 H2 -1 74 ' M74 LL3X2X... ;166' 1.443 3 .069 2.828 y 4 14.416 21.6 21.6 21.6 1.75 .6 1 H2 -1 75 M75 LL3X2X... .194 1.443 5 .007 2.828 v 4 14.416 21.6 21.6 21.6 1.75 .6 1 H2 -1 76 M76 LL3X2X... .147 - " 1.443 5 .015 0 y 6 14.416 21.6 21.6 21.6 1.75 .6 1 H2 -1 77 M77 LL3X2X... .233 1.299 3 .031 0 v 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 78. M78 LL3X2X... • .429 1.299' 3 .017 • 2.828 y 4 14.416 2t6 19.675 19.675 1.75 .6 1 H1-1 79 M79 LL3X2X... .170 1 .299 3 .041 2.828 v 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 80 M80 W6X15 .393 7.596 3' .147 7.694 y 3 19.017 30 33.387 26.896 1 .6 .6 H1 -2 81 M81 LL3X2X... .280 1.299 3 .103 0 v 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 82 • M82 LL3X2X... • . ;933: 8.596' 4 .007. 6.017 y 3 6.684 21.6 19.675 19.675 1 .6 1 H1 -1 83 M83 LL3X2X... .247 6.017 6 .005 6.017 v 4 6.684 21.6 21.6 21.6 1 .6 1 H2 -1 84 M84 W6X15 . :400 7.596 '5 .146 7.694 y 5 19.017 30 33.387 26.896 1 .6 .6 H1-2 85 M85 LL3X2X... .364 1.299 3 .046 0 v 6 14.416 21.6 19.675 19.675 1.75 .6 1 H1 -1 86 ' " 'M86 .; LL3X2X :.. " " .325:'.• 1:299' 4 •x.048• . 0 y 6 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 87 M87 W6X9 .091 2.584 3 .028 5.167 v 3 21.197 30 37.5 27.787 1 1 1 H1-3 88:M88 . ' -W6X9 ...100; 2.53"1.; 3 ` � :03t: 5:167 y 4 21.197 - 30 • 37.5 27.787 1 1 1 H1-3 89 M89 W6X9 .087 2.689 3 .033 5.167 v 3 21.197 30 37.5 27.787 1 1 1 H1 -3 90 '. M90 ": W6X9" .2.- -, 2:584* .3 ...):035'. 5:167 Si '3 21.197 30 = -:•- 37.5 . 27.787 1 1 1 H1-3 91 M91 W6X9 .423 3.657 3 .087 0 v 3 15.811 30 37.5 21.941 1 1 1 H1-3 92 ., M92 : :W6X9' . ' , .x:065:': 2.689: -Ma... ;: 0: .. ; y, 3 .21.197 .'30 • 37:5 :. • .27.787 1:. .6 1 H1 -3 93 M93 W6X9 .064 2.584 4 .030 0 v 4 21.197 30 37.5 27.787 1 .6 1 H1-3 94 : ' M94':.W6X9 :-.068 = - ' 2.214 '-.037' ' 0`:^ y '3` 21.197 30 37.5 27.787 1 .6 1 H1 -3 95 M95 W6X9 .055 2.689 3 .036 5.167 v 4 21.197 30 37.5 27.787 1 1 1 H1 -3 96'' -'- M96 . W6X9. .--.056. :2.636=: -3 .022-.: ° `0' : :y . 3. 21.197 30 37.5 27.787 1 1 1 H1 -3 97 M97 W6X9 .061 2.531 3 .037 5.167 v 3 21.197 30 37.5 30 1 1 1 H2 -1 98 " = `M98 `' = W 6X9 ' : 3 :714': "4 2 .050.. 7.583 t v 3 14.552 . 30 " 37.5 20.58 -1 1 1 H1-3 99 M99 W6X9 A97 3.637 4 .038 7.583 v 3 14.552 30 37.5 20.58 1 1 1 H1 -3 100 M100 w10X6o .031 0' 4 .027 O y: 4 21.585 21.6 27 • 23.76 1.7.. .597 .607 H2 -1 101 M101 W1oX6o .011 0 3 .009 0 v 4 21.585 21.6 27 23.76 1.8.. .599 .554 H2 -1 102 M102 WT4X9 .094 5.868 3 .064 11.735 4 9.75 21.6 21.6 21.6 1.75 .6 1 H2 -1 103 M103 WT4X9 .089 5.867 4 .065 11.734 _y y 4 9.752 21.6 21.6 21.6 1.75 .6 1 H2 -1 104 • M104 - W1 0X60 • : .014 •.. - .054 - ": 0'.''; 4.805 3 3 ''.012 .072 0 0 'y • y 3 3 21.585 12.816 21.6 21.6 27 21.6 23.76 21.6 1.7...592 1.75 .6 .619 1 H2 -1 H2 -1 105 M105 WT4X9 106 ' M106.: W 1 oX60 - .049 . .150 '''-' 0. = " 5.842 4. 4 '133 .101 - .25 ' 11.684 y y 4 4 21 :585 9.83 21.6 21.6 27 21.6 23.76 21.6 1.7.. 1.75 ..575 .6 .6 1 H1-2 H1 -3 107 M107 WT4X9 108 M108' .MOM' , 059: :: 0 . 4 :•031- :.:25'-' z< 4 '21.585 -.21.6 27 . 23.76 1 .8.. .594 .58 H2 -1 109 M109 WT4X9 .164 4.806 4 .108 9.612 v 4 12.813 21.6 21.6 21.6 1.75 .6 1 H2 -1 110 M1.10..W10X60 -'''''.083',' :`';x.;07_:;,,...4' :04 ;1..: : :;0:;. -, z: 4 :21'.585 21.6... • .'27.• 23`•76:1.8.: :6 .573 H2 -1 111 M111 WT4X9 .190 5.851 4 .072 0 v 4 9.802 21.6 21.6 21.6 1.75 .6 1 H2 -1 •112' M112' WT4X9 • ' 104 V:.: :4:797:; "4 : i': :', O..; ": 9'6'12:838 ' 21'.6 ' • _ '' 21:6 ..... 21.6 1.75 .6 1 H1-3 113 M 113 W12X26 .284 15.395 3 .112 7.17 v 3 5.491 30 37.5 33 1 .85 .85 H1-2 Company : TM Rippey Consulting Engineers - Designer : RPH Job Number : 4359 Envelope ASD Steel Code Checks (Continued) DA Platform -UPS Tukwila,Washington Member Shape Code Che.. Loc ft j Ic Shear ... Loc fftLDir lc Fa [ksi] Ft jksi] Fb y -y [ksi] Fb z- Oct 25, 2004 3:15 PM Checked By: RISA -3D Version 5.0b [F:\...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 2 FE4D 114 M114 LL3X2X... .130 1.443 4 010 2.828 y 4 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 115 M115 W6X16 .150 2.812 4 .043 0 v 3 14.568 30 37.5 30 1 1 1 H2-1 116 M116 W8X18 .371 10.28 3 .217 2.056 y 3 6.541 30 37.5 30 1 1 1 H1-3 117 M117 W8X18 .151 4.5 4 .038 10.5 v 4 14.155 30 37.5 30 1 1 1 H2-1 118 M118 W6X16 .106 2.804 4 .033 0 y 4 14.629 30 37.5 30 1 1 1 H2 119 M119 W6X15 .324 7.596 3 .117 7.694 v 3 19.017 30 33.387 26.896 1 .6 .6 H1-2 2 120 M120 LL3X2X... .260 1.299 3 .030 0 y 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 121 M121 LL3X2X... .051 1.299 4 .031 0 v 4 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 122 M122 W8X18 .679 8.367 3 .863 20.5 z 4 3.739 30 37.5 10.382 1 .6 1 H1-3 123 M123 W8X18 .425 0 5 .129 2.696 z 4 9.924 30 37.5 30 1 .465 .85 H2-1 124 M124 W14X36 .669 6.637 3 .103 8.533 y 3 7.159 30 37.5 13.306 1 .6 1 H1-3 125 M125 W6X9 .096 2.816 3 .028 0 v 4 19.736 30 37.5 26 1 1 1 H1-3 126 M126 W6X9 .053 2.934 3 .020 5.75 y 3 19.736 30 37.5 26 1 1 1 H1-3 127 M127 W6X9 .381 3.462 3 .062 0 v 4 19.736 30 37.5 26 1 1 1 H1-3 128 M128 W14X38 .389 15.5 3 .151 13.444 y 3 10.29 30 37.5 27.606 1.73 .85 .85 H1-3 129 M129 W6X9 .091 2.875 3 .029 5.75 y 4 19.736 30 37.5 26 1 1 1 H1-3 130 M130 W6X9 .053 2.992 4 .012 0 y 4 19.736 30 37.5 30 1 .6 1 H2-1 1 Ni max .184 3 .038 4 .07 6 1.449e-3 4 -1.25e-4 5 3.818e-2 4 2 • min .' . -.363 - 6 -.033 • 5 ' -.48 • 3 -1.217e-3 5 -1.683e-3 4 -2.546e-3 3 N2 max 0 3 0 6 0 6 -2.183e-4 6 8.952e-4 5 3.738e-3 4 min -- . 0 • - 6 • - -0 ....'. • 3 0 3 -6.201e-3 3 -5.08e-4 4 -2.654e-3 3 5 N3 max .179 3 0 5 -.007 4 9.849e-4 4 1.046e-3 5 5.035e-5 5 • 6 • ....-. . Min. .. r 252 .. :-,L .. • ...-;:004:- 4 • .:.:.' -.413 -"'.' . 5 .. -:2,877e-4 5. -7.656e-4 4 -6.129e-5 7 N4 max 0 5 0 6 0 6 6.888e-4 6 6.037e-4 5 3.958e-3 - 8 ' , ...---.. *'. '. .Miri • ''.......0 . • '' 4 ' ... '."-t0 .. .:'.. 1,1 '. ..: '-.: ..•0 ::'..' . 3 -8283e;-3 3 -5.754e-4 4 -1.524e-3 3 9 N5 max .192 3 -.002 6 .065 4 7.096e-4 4 7.008e-4 5 -3.201e-4 .t CY' ,.:':''" '':::::-..'1 Min' '''';;- •':16::• 0 - ::3 , '.' ' - 5 ''. -5.533E:4 5 -6.152e-4 4 4.849e-3 3 11 N6 max .15 3 -.052 6 -.032 4 -9.465e-3 6 0 3 2.09e-2 12. • . .-. . min -. :- . .398 2. i . : 6 •••'.:263'...* .. 3 . -304 5 -2.438e-2 3 0 3 4.263e-3 13 N7 max .177 3 0 6 -.012 6 6.37e-4 4 8.952e-4 5 6.539e-4 14'.:". -.''.,.: :•.*:,', min • ..--;'-' 6 : .: 3 • '-.417" • 3 .1.541a-3 5 -5.08e-4 4 -4.467e-4 3 15 N8 max .178 3 -.002 6 -.006 6 1.117e-3 4 5.412e-4 6 2.79e-4 5 16:: , ':-;''' ' ..•' ' .....•• min .-252. ' 6 ,. .' . .::;=-1004 . .. - .' :3 ' . • - '3 . -7.601e-4. 5 -4.526e-4 3 -1.583e-4 4 17 N9 max .148 3 -.002 6 .053 6 7.007e-4 4 6.037e-4 5 3.842e-4 6 .18 ::' . "*. .: -Min •:-':- 6'..: :',011. • . -. .: ''' : .3 -2,46863 5 -5.754e-4 - 4 -1.788e-3 3 19 N10 max .198 3 -.012 6 .066 4 -1.174e-3 4 1.538e-3 5 -5.062e-4 6 20... -'-' - :: Min . :•-.247 - • 6 -O67'. 3 .. -.668 .. 5 - .5.801e-3 5 -5.808e-4 4 -2.623e-3 3 21 N11 max .179 3 0 5 .011 4 1.254e-3 4 1.751e-3 5 4.633e-5 5 22 • . .. ', .-,'. min :. -.252 . ' 6 ."..-.006 ' 4 : • . -.466 5 -2.872e-3 5 -6.301e-4 4 -4.697e-5 23 N12 max .184 3 .019 3 .057 4 1.2e-3 4 3.101e-4 5 -1.289e-4 6 24: . ..... ..' .. Min. ., '-',25 .- 6.. ''. • & f....:604. 5 -2.4296-3 5 -3.25e-4 4 -7.515e-4 3 25 N13 max 0 5 0 5 0 4 1.255e-3 4 1.067e-3 6 3.842e-4 6 26., ..', • . .s. :Min ,',.- 0'.. 4..::. :',..::-'..0 •. •'..': i.4.... ..;1:o. • 5 .. 5 -8.205e-4 • 3 -1.605e-5 27 N14 max .002 3 0 5 .068 6 -2.6e-5 6 1.853e-3 6 -5.847e-5 5 '.28'' .:.:: .' '..'...:'•,-.. 'Min •'.....045-... 6 4 007, ]':' : ...: , 3-: =3:585e=3 .3' -:1.076e-3 3.• -2.807e-4 4 29 N15 max 0 3 0 6 0 4 5.587e-5 4 4.166e-4 5 9.676e-4 4 3104: .,.: ;!,,',:.•:-.• miff ,.::'::• 6 .'' .'..' .: 3 .•.... • .5 .;.5.869e3 5 1.86e-4 ' 4 4.08e-7 31 N16 max .002 3 .004 6 -.01 6 -4.967e-5 6 7.799e-4 5 -1.238e-5 5 32:.:' . i "riiiiii' . .6.::'' le.l.. ::-f. A19'. :,3: =4.82764 3 -1..557e-4 4 , -3.322e-4 4 33 N17 max 0 5 0 5 0 6 7.536e-4 6 9.955e-4 5 1.985e-3 4 . •34 .. .: -'',.:;.: . rfiliv.ji , :i' , .] " •: ,,- ': '-:. , ' ,, ' ,, : , •:•0 ::3',: 43:491e-3 .. 3 -57,52e-ti 4 3.005e-4 .5 35 N18 max .014 3 -.005 5 .061 4 1.86e-4 4 8.876e-4 5 -4.481e-4 :.36': ... ';',:',;•••!,':',,•:.!'• eiiiii!. • .. 4 'i;.''..'".:::.:599 " -3:338e:-5 5 -4:564e 4 ;1.869e-3 3 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope ASD Steel Code Checks (Continued) Member Shape Code Ch e.. Locifti Ic t Ic Fa ksi v-v - Envelope Joint Displacements Joint • X rini Ic Y in Ic Z Fin Ic X Rotation Ic Y Rotation Ic Z Rotation RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:15 PM Checked By: Page 3 z I I- z u4 6 = -.3 0 00 co o co w W J 1- (0 u_ 2 < w z t ._ I- 0 Z1-• w uj 0 co 0- 0 I- I L I 0 Z Lti I= I o 1- z 37 N19 max 0 3 0 5 0 4 3.667e -4 4 2.261e-4 4 1.255e -4 6 38 min 0 6 0 4 0 5 -7.818e-3 5 -1.73e-3 5 -2.717e-3 3 39 N20 max -.005 5 -.002 5 .046 4 4.396e -4 4 9.776e -4 4 4.043e -3 4 40 min -.083 4 -.008 4 -.539 5 9.122e -5 5 - 1.948e -3 5 1.048e -3 5 41 N21 max .001 3 0 5 .069 6 1.622e -4 6 1.274e -3 6 3.875e -4 6 • 42 . min -.035 6 . -.006 4 . -.403 3 - 3.817e -3 3 - 9.856e -4 3 - 1.635e -5 3 43 N22 max 0 5 .003 6 -.007 4 -7.141e-5 6 7.962e -4 5 1.527e -5 6 44 min -.056 • 4 • -.007 3 • -.406 5 - 1.592e -3 3 1.793e -4 4 - 1.554e -4 3 45 N23 max -.007 5 -.005 5 .056 4 3.188e -4 4 9.955e -4 5 - 2.037e -4 6 46 min -.085 4 -.019 4 -.591 5 - 1.944e -3 5 - 5.752e -4 4 - 1.405e -3 3 47 N24 max .021 3 -.02 6 .065 4 - 6.914e -4 6 1.722e -3 5 - 6.953e -4 6 48 min -.048 6 -.08 3 -.663 5 -4.808e-3 3 -4.951e-4 4 -2.786e-3 3 49 N25 max .002 3 0 6 .004 4 1.551e-3 4 1.479e -3 5 - 1.35e -6 5 50 niin =.048 6 -.012 .• 3 -.472 5 - 4.576e -3 5 - 4.5e -4 4 - 2.417e -4 4 51 N26 max .006 3 .01 3 .059 6 1.236e -3 4 5.124e -4 5 - 1.766e -4 6 52 • . • min .- .051:. :6: .. :002 .- 6 -.608 3 - 3.596e -3 5 - 3.624e -4 4 - 7.543e -4 3 53 N N27 max .073 3 -.002 5 .035 4 4.185e -4 4 2.261e-4 4 3.222e -3 4 54 _ min • -.036 '6'.' :•-•:006' 4 -.536 5 - 1.569e -3 5 - 1.73e -3 5 7.972e -4 5 55 N28 max -.005 5 -.028 5 .052 4 - 2.186e -3 6 1.009e -3 4 3.937e -3 3 56 _ • min =.082 .. • :4..., :` - :107` - ' 4" • `• =.624 5 - 3.616e -3 3 - 2.833e -3 '5 1.02e -3 6 57 N29 max 0 5 0 5 0 6 -1.708e-4 6- 5.405e -4 5 4.542e -3 4 58 min 0 4' 0 :''' :4 0 3- 5:803e -3 3 -3.912e-3 4 -2.657e-6 5 59 N30 max .019 5 0 5 -.009 6 1.357e -4 4 5.465e -4 5 3.48e -2 4 60 min ' -.402 •' '4 • - .002 -':` 4 =.417 • '3 - 2.065e -4 5 - 1.536e -3 4 5.956e -3 5 61 N31 max 0 5 0 5 0 4 1.396e -3 4 8.999e -4 5 4.986e -3 4 62' min 0 _ `4• ' " 0 .:`: ; ' 4 • : ..0 ' ` 5 .7.996e -3 5 • 1.128e -4 •4 - 1.937e -3 5 63 N32 max .149 5 -.002 5 .056 6 - 2.435e -4 6 1.143e -3 5 - 3.126e -4 6 64' min ' -.266 • ' "4 =.007: "4 - •:607 3 - 1.464e -3 3 1.4976'4' 4 - 1.384e -3 3 65 N33 max .01 5 0 5 -.011 6 4.793e -5 4 -5.405e-4 5 2.425e -3 4 '66: min .• -:353 : 4:' -.001 4 ' '.•- :406 3' - 1.486e -3 5 - 3.912e -3 4 - 3.167e -4 5 67 N34 max .139 5 0 5 .074 4 1.922e -5 6 8.999e -4 5 -1.11e-4 6 68 : ':... min .' ' ` : 4 ` -.007:i 'i .4 : -.575. 5 •- 2.967e -3 3 1.128e -4 4 - 8.604e -4 3 69 N35 max .049 5 -.037 6 -.013 6 - 5.476e -3 6 1.821e-3 5 - 1.443e -3 6 70':` .. „ - • . • - 'min ?: = - :243`:: 4.•. - :1:14`; z. < 3 . .538 :; 3 '2:051 3 - 1'.362e -3 4 - 4.45e -3 3 71 N36 max .149 5 .024 3 .057 4 - 9.546e -4 4 5.762e -4 3 - 2.675e -4 6 72`' .. . ' : min - :267 r :: 4: ° :005 - i=: '6 " ` ':� :595.. 5' = 2 :435e =3 5' • 9.181 d-5. ' 6 . -121 a -3 3 73 N37 max 0 5 0 6 0 5 4.442e -4 4 4.704e -4 5 2.767e -3 4 • 74:, • .. .... , min 4 : . • 0' ;`'? 3 .. ; - . a ' 0 ' - 8.749e -3 5 - 7 :671e -4 4 - 2.444e -3 5 75 N38 max .145 5 0 6 .217 4 1.417e -2 4 4.809e -4 6 1.93e -3 4 :7fi`::. ; i :;K == : =', .;• .min` -::285 ''. '4 `�`;.0''':W : •.3'; .. :928`; : 5� •= 2 :364e -2 5 • • - 1 :383e -3 3 3.803e -4 5 77 N39 max .154 5 0 6 .124 4 3.294e -3 4 4.704e -4 5 2.109e -3 4 78 _ `;: . . min" .. = :234 • .: -4: 0 `.:;.':' = : 3':' • . - :761 . •' ; 5 - 7 :26e -3'' 5 - 7.671'e -4 4 -1 053e-4 5 79 N40 max .149 5 -.01 6 .067 4 1.207e -3 6 1.869e -3 5 - 3.498e -4 6 80 . min: ' . :265 4 -- .043' -- 3 • ` • -.667 5 - 4.982e -3 3 - 1 :839e -4 4 - 1.486e -3 3 81 N41 max .144 5 -.01 5 .197 4 1.221e-2 4 4.245e -4 6 1.768e -3 4 1 82 • min -.284 . 4 - :049'... :4. -.925 " - - •5 - 2.118e -2 5. - 1.189e -3 •3 3.867e -4 5 83 N42 max 0 5 0 5 0 4 9.694e -4 4 7.691e-4 6 2.746e -3 4 84 ..., ...:. min ,,:. 0 , :.. :... . • ;;, :•�r0: -` :::. - `4..:; 0 ' ' ' . 3 - 6.606e -3 . 5 - 5.07e -4 3 - 5.765e -4 5 85 N43 max .067 5 -.003 5 .112 4 - 2.146e -4 6 7.691e-4 6 7.114e -5 5 •86 :: min: • -.319 4 :.: •::' - A1:'•. ::< 4'. . -.766 5 - 8.846e -4 3 - 5.07e -4 3 - 1.098e -3 4 87 N44 max 0 5 0 5 0 4 8.794e -4 4 5.902e -4 6 3.877e -3 4 `88 min 0 • ' 4 " 0' ..... . - 6.7526' -3 5 -1.601e-3 3 - 9.7536' -4 5 89 N45 max .067 5 0 5 .046 4 -1.757e-4 6 2.09e -4 6 1.385e -3 4 90: ........ ", : 'min'. , °.' 326 .. w: ,:4' ` , v!':-:100 . 1-.:;' ��. 5539° .. 5 - 1545e -3 3' - 1:442e -3 3 - 6.077e -5 5 91 N46 max .066 5 0 5 .053 4 - 7.69e -5 4 5.902e -4 6 1.772e -3 4 i92 r ~ min` '292 r• ;4; ::. '.41. :,..?,. .. . ; 5"r :• = 5.: 2.599e -3 . 5 - :1:601'e =3 3 = 1.918e -4 5 93 N47 max .067 5 .001 5 .049 4 - 1.734e -4 6 9.261e-4 4 8.224e -4 4 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 Envelope Joint Displacements (Continued) DA Platform -UPS Tukwila,Washington Ic X Ro Ic Y Rot RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:15 PM Checked By: Page 4 F ZZ 94 min -.324 4 -.032 4 -.591 5 -1.69e-3 3 -3.47e-3 5 5.088e-6 95 N48 max -.002 5 -.082 6 .053 4 -8.125e-3 6 7.282e-4 6 2.105e-3 96 min -.07 4 -.316 3 -.856 5 -1.41e-2 3 -2.076e-3 3 5.397e-4 97 N49 max .145 5 -.023 5 .162 4 9.263e-3 4 4.91e-4 5 8.805e-4 98 min -.279 4 -.105 4 -.903 5 -1.75e-2 5 -4.836e-4 4 2.107e-4 J 99 N50 max .008 3 -.091 6 .071 4 -4.221e-3 6 7.119e-4 5 -2.556e-4 100 min -.053 6 -.354 • 3 -.866 5 -1.366e-2 3 -2.883e-4 4 -9.722e-4 101 N51 max .148 5 -.023 6 .1 4 4.452e-3 4 1.964e-3 5 -2.057e-4 102 min -.268 4 -.098 3 -.784 • 5 -1.15e-2 5 -4.801e-4 4 -9.89e-4 103 N52 max .022 3 -.052 6 .071 4 -1.969e-3 6 1.871e-3 5 -7.799e-4 6 104 min -.048 6 -208 3 -.785 5 -1.25e-2 3 -4.697e-4 4 -3.026e-3 3 105 N53 max .149 5 .066 3 .061 4 -1.021e-3 4 4.114e-4 3 -2.396e-4 6 106 min -.268 - 4 .014 6 -.6 5 -5.035e-3 5 -1.133e-4 6 -1.095e-3 3 107 N54 max .001 5 .01 3 .058 4 2.906e-3 4 7.046e-4 3 2.007e-4 4 108 min -.054 4 .002 6 -.63 5 -9.25e-3 5 -4.366e-4 6 3.826e-5 5 109 N55 max .001 5 -.002 5 .047 4 4.719e-3 4 1.529e-3 3 1.707e-4 3 110 min • -.052 4 -.014 4 -.583 5 -1.17e-2 5 -5.306e-4 6 -7.138e-6 6 111 N56 max .178 3 -.081 6 .042 4 -9.465e-3 6 8.094e-4 6 4.495e-4 4 112 ' ' • Min •-.251 6 . ‘-: . .397 3 '-.916 5 -2.37e-2 3 -1.875e-3 3 -1.621e-5 5 113 N57 max .193 3 -.071 6 .071 4 -5.218e-3 6 6.429e-4 5 -3.871e-4 6 114 ' ' min -.248 6 ' ;-;; 3 -.908 5 -2.046e-2 3 -2.134e-4 4 -1.81e-3 3 115 N58 max .201 3 -.036 6 .066 4 -3.573e-3 6 1.81e-3 5 -6.205e-4 6 116 min -.246 6 -.185 3 -.795 5 -1.475e-2 3 -5.308e-4 4 -2.998e-3 3 117 N59 max .178 3 .02 3 .054 4 1.978e-3 4 5.406e-4 3 1.986e-4 4 118 min -.251 6 .003 • 6 • -.614 5 -5.395e-3 5 -3.017e-4 6 1.725e-5 5 119 N60 max .177 3 .002 5 .034 4 1.686e-3 4 1.653e-3 3 2.299e-4 3 120 .-..:-.;, ...:,-,.. ;Min • , -.252 r.:;:006 :- ": •R::'-.564 1', . 5 -6.968e-3 '5 -4.499e-4 6 2.406e-5 6 121 N61 max .036 5 -.026 5 .104 4 -5.244e-4 6 4.632e-4 5 3.893e-3 6 122' . ':f ,'..:-.' ....; - min • .:4 ' --.1099: .- • -' z;.:.;.:169 5. .2.016e-3 3 -1.672e-3 4 -3.508e-3 3 123 N62 max .037 5 -.007 6 .046 4 1.035e-4 5 1.011e-3 5 1.928e-3 3 124' . ; s .''...'.'.:,.; miri • -. - -.239 : '''', . 5 L2.587e4 4 -2.307e-3 4 -1.195e-2 6 125 N63 max .007 5 -.063 6 .101 4 -5.819e-4 6 3.828e-4 5 1.733e-3 6 126 -.'- .,- .;,.:,•.,'' rhiri: ' , :417-- . -Il . • -;-.7.7 :- 5. 3 -2.395e-3 4 -1.476e-3 3 127 N64 max -.016 5 -.005 6 .046 4 6.337e-4 3 4.815e-4 5 8.873e-3 3 -128 .. - : 1 -::;:.:E:;:-!: , -.'" ,- •( , . Min- .'. :4' - R:3:::: :i, L . :: , 5 ' 8998e-5 6 -1.602e3 4 -1.45e-2 6 129 N65 max .037 5 -.107 6 .116 4 1.273e-3 4 6.532e-4 6 2.61e-2 4 130 . :. . : Min . -. 11.i.-. :. 4 ' ''-:407 ' ' - -:.794 • •5 3.632e4 • 5 -1.138e-3 3 -9.224e-3 5 131 N66 max .102 5 -.117 5 .103 4 -1.544e-4 6 4.244e-4 5 6.311e-2 4 132 . . '.''' ". : ":". miti' ;457 '4' • :-'144 . 'r "4 ; :- .:.797 • 5 -5.654e-4 3 -1.097e-3 4 -2.158e-2 133 N67 max .01 5 -.104 6 .105 4 5.476e-3 4 2.847e-4 5 2.2e-4 5 134 . ' ' min -.126: 4 -.413 .. 3 -.732 • 5 .1.333e-3 5 • -2.619e-3 4 -2.692e-3 4 135 N68 max .04 5 -.157 6 .086 4 9.766e-4 4 4.823e-4 5 9.642e-4 6 136 .• ' :'. ' , . ; min - '::.266; .,, 4 . -.638 . ' :3 ';-.737 5 1.763e-4 5 -1.543e-3 4 -3.472e-3 3 137 N69 max .002 5 -.008 5 .064 4 6.491e-4 3 5.337e-4 5 8.391e-3 4 138 •. • min ' -.159 • 4 . -.037 . 4 . -.597 5 2.011e-4 6 -1.941e-3 4 3.131e-3 5 139 N70 max .027 5 -.023 6 .062 4 4.848e-4 3 4.382e-4 5 1.067e-2 4 140 •.'. ::' miri •!, '=.1303'3 :4: t :. -:596 5 5.802e-5 6 -1.668e-3 4 3:735e-3 5 141 N71 max .01 5 -.038 6 .06 4 3.475e-3 3 3.616e-4 5 7.939e-4 4 142 --.' . min ' - ..:137 .... ' '4.. ' '-':127 'f3. ' •:-.597 , 5 :1.08e-3 6 -2.303e-3 4 2.897e-4 5 143 N72 max .04 5 -.094 6 .018 6 -9.209e-3 6 1.068e-3 3 1.791e-3 4 144. '-' ...' '; "j' . min : : , '.-1 '.3'..:' ::. -697 . , -3:113e-2 3 -1.445e-4 6 5.972e-4 5 145 N73 max .012 5 -.042 6 .041 4 2.982e-3 3 3.714e-4 5 -1.158e-4 6 146 ''.! min ' '-.'f ' .'" ;..iil .. '=5 - ,.:`-544:?::.`) : ,1 .9824e4 6 -2.325e-3 4 . -8.6336-4 3 147 N74 max .047 5 -.085 6 -.024 6 -1.45e-2 6 1.016e-3 5 -8.801e-4 6 148 - :, ' .:',:':,.-':'.• *miff • '-'. : 4' ''..':..'Lt.263!. .t3 ' , .-5.383e-2 3 -6;193e-4 4: -2.767e-3 3 149 N75 max .002 5 .005 4 -.01 6 5.367e-5 5 6.03e-4 5 1.568e-2 4 150 . .• : -• Min' 'i -:.181::: . .:002 ,:' : 5 -:.416'': 3' -5.307e-5 4 -1'.087e..3 4 3.177e-3 5 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope Joint Displacements (Continued) Joint X Fini lc Y Fini Ic Z fin] Ic X Rotation Ic Y Rotatio RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] t • • • - • - '' • - -- • r • Oct 25, 2004 3:15 PM Checked By: Page 5 151 N76 max .092 3 -.14 6 .106 4 -8.363e-6 . 61 . ..64 - 2 - ;3 6 7.979e-3 4 152 min • -.298 6 -.611 3 -.778 5 -4.347e-4 3 -8.476e-4 3 -2.485e-4 5 153 N77 max .073 3 .028 3 .039 4 -1.161e-4 6 9.91e-4 6 1.79e-2 6 154 min -.331 6 .005 6 -.541 • 5 -6.121e-4 3 -6.794e-4 3 7.639e-3 3 155 N78 max .099 3 -.135 6 .114 4 6.998e-5 6 7.863e-4 6 3.975e-2 4 156 • ' • min -:.393 6 -.585 3 -.795 5 -4.561e-5 3 -8.794e-4 3 -2.105e-3 5 157 N79 max .105 3 -.158 6 .083 4 8.236e-5 4 1.168e-3 6 -4.235e-4 6 158 min -.276 6 -.783 3 -.737 5 1.383e-5 5 -1.055e-3 3 -3.534e-3 3 159 N80 max .102 3 .007 5 .058 4 1.953e-4 5 1.449e-3 6 1.444e-2 160 min -.32 6 -.056 4 -.597 5 -1.561e-4 4 -1.325e-3 3 -2.349e-3 3 161 N81 max .094 3 -.113 5 .046 4 -1.012e-5 5 1.189e-3 6 9.297e-4 4 162 min -.279 6 -.581 4 -.592 5 -4.898e-5 4 -1.001e-3 3 -8.575e-5 5 163 N82 max .094 3 -.137 5 .027 4 -1.378e-5 5 1.182e-3 6 4.277e-4 4 164 min -.277 6 -.652 4 -.536 5 -6.916e-5 4 -1.008e-3 3 -3.882e-5 5 165 N83 max .096 3 0 5 -.01 6 1.266e-4 5 1.435e-3 6 1.334e-2 4 166' ' - -, •: min -.316 6 .-.074 4 -.416 3 -1.468e-4 4 -1.359e-3 3 -5.774e-4 5 167 N84 max .13 3 -.134 6 .115 4 1.317e-3 4 2.787e-4 6 8.051e-3 4 168 " min -.327 6 -.597 3 -.776 5 2.529e-4 5 -7.808e-4 3 -9.e-4 5 169 N85 max .113 3 -.003 6 .031 4 -3.681e-4 6 5.5e-4 6 1.796e-2 6 170 • • Min ':-.357 • 6 • -.013Y. 3 -.545 5 -1.96e-3 3 -5.581e-4 3 4.987e-3 3 171 N86 max .136 3 -.127 6 .123 4 1.536e-3 4 9.942e-4 6 3.751e-2 6 172 • 7 s ' min -.414 . 6: • :-.559 . 3 -.792 5 3.449e-4 5 -8.527e-4 3 -2.611e-3 3 173 N87 max .139 3 -.143 6 .098 4 3.829e-3 4 2.212e-4 6 9.952e-4 6 174 . ... . ..' ..‘,. :. Min -.306 6 7161 , 3 -:734 5 7.427e-4 5 -9.266e-4 3 -3.516e-3 3 175 N88 max .128 3 .013 5 .061 4 3.047e-4 3 6.211e-4 6 1.241e-2 4 176 : • ‘ min -.34 6 • -:056 • - 4 -:598 5 3.005e-5 6 4.243e-3 3 -1.186e-4 5 177 N89 max .131 3 -.1 5 .061 4 3.756e-3 3 2.462e-4 6 1.806e-3 6 178 '• - '' - ' ' !.: •• 'Min' -.309 6 •:=.516 7 ' 1 . - 4' ' , -.589 ' 5" 7.471e-4 6 -8.701e-4 3 -9.442e-4 3 179 N90 max .132 3 -.121 5 .044 4 4.071e-3 3 2.512e-4 6 1.551e-3 6 180 ' min • -.308 6. -.582. 4 • -,532 5 8.737e-4 6 -8.709e-4 3 -9.583e-4 3 181 N91 max .123 3 .004 5 -.009 6 4.687e-4 3 5.945e-4 6 1.156e-2 4 182 • ' '..• : min • -f.337 , 6 - . .., ' • 4 412.: 3 3.969e-5 6 -1.24e-3 3 1.85e-3 5 183 N92 max .1 3 -.018 5 .068 6 1.815e-3 3 1.138e-3 6 4.091e-2 4 •184 • •• • • - - • j: • -.394 : 6 -.153 - 4" -.473 - . 3 -8.9696-6 6 -7.295e-4 3 -2.682e-3 5 185 N93 max .027 3 -.007 6 .068 6 -2.144e-4 6 2.28e-3 6 8.436e-3 4 ', ,1B6. .' ,-: ..-..: .:., ;Min', •i::::...122: 6':', ..2,085 .: •.• 3'2 .3015e=3 3 -9.312e-4 3 -6.1e-4 5 187 N94 max .021 3 .002 6 -.011 6 -5.575e-5 5 1.316e-3 6 7.787e-3 6 188' : ' ,'''..' ; 'Min" ' ='.123 -'•: -6 • c1023 - . • 3 ,, :v ..- i- 1 .42 ';', 3 -7202e4 4 . :=3.468e-4 3 -2.989e-3 3 189 N95 max .179 3 .006 5 -.007 4 9.562e-4 4 2.881e-4 5 3.552e-3 6 .190' '''.:.,..,: .:.;:. i ,,' -.285' ',...6 ' :*.029 , 'Y4 ;:ta -. '5%7 i-1:27464 5 • -8.548e-4 4 5.735e-4 3 191 N96 max .024 3 -.004 6 .058 4 2.727e-5 5 1.146e-3 6 7.791e-3 6 .192 ' "•, ',....':. ''.....: niiii' 1 ! - Y: ...O25 ---• 3: ' ' ' 5 • -i.9134 4 • 2.576e-4 3 -3:547e-3 3 193 N97 max .188 3 .012 5 .064 4 6.627e-4 4 1.191e-4 5 3.552e-3 6 194 - -: .'- = min' -.284 - 6'... -029 4• :6: 5 -3.059e-4 • 5 =7.716e-4 4 -1.257e-3 3 195 N98 max 0 3 .003 4 .045 4 5.035e-4 3 1.361e-3 6 6.928e-3 5 196 . -- ..H . : ' • -,•:- min ' -,12 , 6 , -.. 0 5 .L.538- 5. 1.011e-4 6 -1.454e-3 3 4.194e-3 4 197 N99 max .013 5 .002 4 -.009 6 1.201e-4 4 5.56e-4 5 2.745e-2 4 198 '', -.315 . - 4 , -.005 , • 5 : ''=';415 . • 3 -5:1856=5 5 -1.471e-3 4 4.883e-3 5 199 N100 max .115 5 -.008 6 .056 6 -2.544e-4 6 9.917e-4 5 2.255e-3 6 . 200 ' •: :,.. . in i& ‘ -.296 ' .• :' - .::.044 '8 • -. ';-:605 3 '. -1.246=3 3 • 2.634e-4 4 7.095e-4 3 201 N101 max .063 5 -.004 6 .046 4 -1.432e-4 6 5.915e-4 5 1.344e-3 3 202 ' : - min ' :-.297 • 4 • -.038 3 •-:538 :. 5 =1.102e-3 3 -1.531eL3 4 -5.001e-3 6 203 N102 max .002 5 .005 4 -.01 6 3.054e-5 5 6.288e-4 5 1.111e-2 4 204: '4. ::: •;.=: Wiin: ..•;r::::•14!. '4 - :::.=.001 ,.: . :5 '.. : r; £1416 3 4•.329e=4 4 ' -9.135e-4 4 2.266e-3 5 205 N103 max .004 5 -.005 5 .064 4 5.261e-4 4 5.838e-4 5 5.484e-3 4 •.2O6. iiiiifi ::::•:;-.121. '' ,•-: '., n'-.031 , i ;P4•••• r .-.: 459r - - , Eri .1.8286-4' 5 -1.71 6e-3 4 2.098e-3 5 207 N104 max -.02 5 -.003 5 .046 4 5.368e-4 3 2.17e-4 5 7.469e-3 3 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 Envelope Joint Displacements (Continued) DA Platform-UPS Tukwila,Washington Z finl tr Y Rnt firm Oct 25, 2004 3:15 PM Checked By: RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 6 208 mini -.078 4 -.017 4 -.539 5 9.185e -5 6 - 9.224e -4 it - 1.002e -2 6 209 N105 max 0 4 0 6 0 6 0 3 1.566e -3 6 0 3 210 min ' 0 • '5 0 3 0 3 0 3 -8.034e-4 3 0 3 211 N106 max .164 3 0 5 .07 6 1.609e -3 4 -1.269e-4 5 3.829e -2 4 212 min -.39 6 -.002 4 -.48 3 - 1.226e -3 5 - 1.496e -3 4 - 2.547e -3 5 213 N107 max .13 3 0 6 .056 6 1.173e -3 4 1.566e -3 6 3.367e -3 6 214 min -.309 6 -.002 3 -.473 3 -2.11e-3 5 -8.034e-4 3 -1.411e-3 3 215 N108 max .145 3 .025 5 .07 6 2.073e -3 4 - 1.303e -4 5 3.837e -2 4 216 min -.406 6 -.046 4 -.475 3 -3.761e-4 5- 1.078e -3 4 -2.546e-3 5 217 N109 max 0 5 0 5 .015 6 2.506e -4 6 4.582e -4 6 2.768e -4 6 218 min -.021 4 -.002 4 -.227 3 - 3.919e -3 3 - 4.098e -4 3 - 2.428e -5 3 219 N110 max 0 6 0 6 0 4 1.517e -3 4 4.968e -4 6 3.072e -3 6 220 min 0 3 0 3 0 5 -7.348e-3 5 -4.199e-4 3 -9.772e-4 3 221 N111 max .09 3 -.003 6 .067 4 - 3.364e -4 6 4.968e -4 6 3.086e -3 6 222 min -.283 . 6 -.012 3 -.523 5 - 2.735e -3 3 - 4.199e -4 3 -9.71e-4 3 223 N112 max .085 3 .021 3 .037 4 - 1.783e -4 6 8.419e -4 6 1.787e -2 6 224 - min -.34 ? ` : 6 ' • .004 • : 6 ` -:542 5 - 9.524e -4 3 . - 6.578e -4 3 6.838e -3 3 225 N113 max .127 3 -.014 6 .024 4 - 5.585e -4 6 3.324e -4 6 1.876e -2 6 226` min •'•:'::373 .=6 " -:073 ' 3 : : ::= :546 .. 5 - 2.86e -3 3 - 4.457e -4 3 4.726e -3 3 227 N114 max .108 5 -.092 5 .09 4 - 6.957e -4 6 1.434e -3 5 5.024e -2 4 228 min -.469: 4 • -.355 4 ' -:801. ' 5 - 2.533e -3 3 - 1.826e -3 4 - 1.382e -2 5 229 N115 max .064 5 -.134 6 .066 4 - 9.997e -4 5 9.735e -4 6 2.529e -3 3 230 in - :321 4 . - -.556 3: -.742 5 - 3.976e -3 4 - 3.017e -4 3 - 1.142e -3 6 231 N116 max .058 5 -.019 6 .056 6 - 1.155e -4 5 8.343e -4 6 9.104e -3 4 232 .:'': ° -.'•' min • -.347 ' ' 4 -:087 ; .3 ' = .599:• ', 3 -5.151e-4 4 - 5.506e -4 3 3.233e -3 5 233 N117 max .062 5 -.055 6 .054 4 -8.262e-4 6 7.501e-4 5 5.2e -3 4 234 ' ` ` . ': .. Thin •.:` =.336. :. 4 .. �.. -:174 ''• ,.3,' .:;i•: :583 -% :5' - 2.736e -3 .3 = 3.333e -4. 4 2.017e -3 5 235 N118 max .008 3 -.099 6 .087 4 - 7.56e -4 6 2.1e -3 6 1.674e -3 3 236 min' -:095 . 6 ` =:396 3 : `•=.782 • 5 - 3.629e -3 3 - 9.022e -4 3 - 5.993e -4 6 237 N119 max -.004 3 .002 4 .046 4 4.905e -4 3 1.313e -3 6 6.793e -3 5 238 min -.111 6* . 0. 5 . - .539: ". :5 1.008e -4 6 -1.511e-3 3 3.661e-3 4 239 N120 max .011 3 -.104 6 .093 4 - 6.062e -4 6 9.827e -4 6 7.677e -3 4 24(1° :]!;,:'•.: ` : " .2 'min` " .-.117 .6 -:41,9 3 .. - = ' 5•: - 2 :969e -3 .3 - 6.944e -4 3 7.565e -5 5 241 N121 max .014 3 -.083 6 .0 61 6 - 1.432e -3 6 2.337e -3 6 1.844e -4 5 242 ''4 "'° -f :: ''` Min". :. '4:089' : 6''.. •:374'. •::..3' -.753 ' 3 " - 7 :686e -3 3 . - 2:844e =4 3 - 2.808e -3 4 243 N122 max .023 3 -.004 6 .059 4 1.437e -5 6 1.028e -3 6 7.531e-3 6 '244: !.:,y -,ti?' .. 'min';.;.:, ;118.- :, :6` ,'..!:•.024 : 3 '. -.598' '' : 5' - 1 :468e -4 3 • 4.663e -4 _3. - 3.596e -3 3 245 N123 max .01 3 -.029 5 .039 6 - 1.543e -3 5 2.27e -3 6 9.951e-4 3 246, ' :'.'; ' mine :: =.09 ' 7 ' `- - :161.• .• A4 '. - :623: '• ' 3 ` = 7.806e -3 : 4 - 7.058e -4` 3 - 1.857e -3 6 247 N124 max .009 3 -.041 5 .011 6 - 1.777e -3 5 2.324e -3 6 1.054e -3 3 248; ,'.'. -;: .! ,,; ,.: •, mint .:'::: ',- `; ' 6 ' ` •- :197! 4 . - :561' . `,3 - 8:45e -3 - 4 - 6.917e -4 3 -1.7916-3 6 249 N125 max .021 3 .002 6 -.011 6 - 6.81e -5 5 1.208e -3 6 7.575e -3 6 250 " . .•. 'min •`= :117' ` -' 6 .• . =:021 ' ' 3 ' -.42 ... •3 - 6.873e -4 4 - 2.586e -4 3 - 3.089e -3 3 251 N126 max .073 3 -.081 6 .07 4 - 6.349e -5 6 6.816e -4 6 7.512e -3 3 252. ? .. .. ..i min . - :283' • 6'' .346 3 ` =:7 17' . 5 - 5.257e -4 3 - 3.078e -3 3 1.7e -3 6 253 N127 max .002 5 -.062 6 .067 4 - 3.176e -4 6 7.741e -4 4 4.73e -3 3 254' `' ` min - :104 4 -.246 3 • =.724 • '.. 5 -3.811e-3 3 - 2.973e -3 5 1.18e -3 6 255 N128 max .079 3 -.129 6 .095 4 - 2.041e -5 6 1.032e -3 4 5.412e -3 3 256 ~7;. ; ,. ..r;. . min' -,' = :282 6'• ': - :562 :•.::3: :•'-=:775 ' '5' - 4 :546e -4 3 - 4.944e -4 5 1.212e -3 6 257 N_ 129 max .005 3 -.093 6 .086 4 - 6.604e -4 6 6.355e -4 6 2.88e -3 3 258 min ..- :099 . 6 •,- :371 ,,: , 3 ':= .78:; --5 - 4.325e -3 3 - 9.338e -4 3 6.972e -4 6 259 N130 max .001 5 .004 6 -.01 6 - 2.836e -5 6 7.84e -4 5 - 4.865e -5 5 260` : - • • ruin .1:`'J :05`- :4:: •007 '' '3 i-'.418.: .3 := 5 :62e -4,. 3 - 7:191e -5 4 - 4.813e -4 4 261 N131 max .179 3 0 5 -.009 6 9.67e -4 4 1.008e -3 5 8.64e -5 5 ''6' '. a '` :?': ,, min ` `'- 253''- 6 :: "- 00 ' 4 : `y':- :4.16 ". ' : 3'• = 5 :608e -4 ' 5 ' - 7 :012e -4 '.4 -1.8116-4 4 263 N132 max .18 3 -.081 6 .105 4 - 9.464e -3 6 8.094e -4 6 4.496e -4 4 264 i:, ;:;•�._.. _x .. ;m '!::%:4:251- , :':': in'= . . _ . ''6 .. "• ., 3 . - ,=!'',7 ,= ';78' =:: .5 '- 2:37e -2` ''3. - 1:875e -3 '3 = 1.618e -5 5 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Displacements (Continued) Joint X tint Ic Y tint 1 Z fin Oct 25, 2004 3:15 PM Checked By: RISA -3D Version 5.0b [F: \...12004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] •�l�h Page 7 �`z5 265 N133 max .088 3 -.018 5 .068 6 1.815e -3 3 1.138e -3 6 4.091e-2 4 266 . : : : ' . , min -.153 6 -.153 4 -.484 3 -9.001e-6 6 -7.295e-4 3- 2.682e -3 5 267 N134 max .041 5 -.085 6 .121 4 - 1.45e -2 6 1.016e -3 5 - 8.8e -4 6 268 min -.266 4 -.263 3 -.44 5 - 5.383e -2 3 - 6.193e -4 4 - 2.767e -3 3 269 N135 max -.009 6 -.117 5 .106 4 -1.5416-4 6 4.244e -4 5 6.311e-2 4 270 .... , .: ? min -.097 3 -.44 4 -.796 5 - 5.652e -4 3 - 1.097e -3 4 - 2.158e -2 5 271 N136 max .148 5 0 6 .194 4 3.847e -3 4 4.105e -4 6 2.179e -3 4 272 min -.272 4 0 3 -.886 5 -6.964e-3 5 -1.161e-3 3 5.691e-4 5 273 N137 max .001 5 -.082 6 .108 4 - 8.125e -3 6 7.282e -4 6 2.105e -3 3 274 . min -.057 4 -.316 3 -:778 5 -1.416-2 3 - 2.076e -3 3 5.389e -4 6 275 N138 max .114 3 -.133 6 .118 4 6.941e-4 4 8.939e -4 6 3.856e -2 4 276 • - . min -.399 6 -.581 3 -.794 5 1.443e -4 5 - 8.768e -4 3 - 2.106e -3 5 277 N139 max .103 3 -.133 6 .114 4 6.929e -4 4 8.939e -4 6 3.856e -2 4 278 min -.17 6' -.581 • 3 -.794 5 1.439e -4 5 - 8.768e -4 3 - 2.106e -3 5 279 N140 max .112 5 0 3 .119 4 -7.337e-6 5 1.539e -3 6 1.013e -3 3 280 ' Thin: " -.313 ' • ' 4.' : -.001 '6 : -.765 .5 - 1.63e -5 4 9.764e -4 3 2.316e -4 6 281 N141 max .106 3 0 6 -.055 6 - 1.32e -4 6 8.48e -4 6 8.769e -3 5 282 min • -.283 ' 6 -.003 • 3 ' -:558 3 - 1.633e -3 3 - 6.267e -4 3 - 8.514e -3 4 283 N142 max 0 5 0 6 0 6 -7.01e-4 6 8.627e -4 6 2.442e -3 6 284 min- • -:. - 0 . • 4.; 0 3 . : =0 •,. 3 - 6.942e -3 3 - 5.708e -4 3 - 9.14e -4 3 285 N143 max .084 3 0 6 -.051 6 -2.496e-4 6 8.627e -4 6 2.433e -3 6 286 min -.224 • 6 -.003 3 • -:516 3 - 2.736e -3 3 - 5.708e -4 3 - 9.06e -4 3 287 N144 max .086 3 .028 3 -.054 6 1.007e -5 6 1.145e -3 6 9.408e -3 5 288 min -.258 6 .001' 6 • • -.553 3 - 5.588e -4 3 - 7.454e -4 3 - 8.566e -3 4 289 N145 max .119 3 -.005 6 -.055 6 - 2.172e -4 6 5.504e -4 6 8.656e -3 5 290 min -298 6 -.048 3 . -.56 3 - 2.105e -3 3 - 4.958e -4 3 - 8.889e -3 4 291 N146 max 0 5 0 5 0 3 1.353e -1 3 0 3 1.166e -2 5 292 min• .. .'0-''- , .4.,. . 0 4: - . : , 'C':;0_-.: 6 '. 'A '..3316-2 6 . 0 ... 3 - 1.441e -2 4 293 N147 max .139 3 -.019 6 -.093 6 -9.465e-3 6 0 3 9.255e -3 5 294 . - !jr:;- ...:..- 'min= = - :308 ...- :'6... - :176' ..:3 = :..: =:66 - . '.3= - 2.684e -2 . 3 . 0 3 - 1.073e -2 4 295 N148 max .05 3 .028 3 .043 4 2.402e -4 3 1.459e -3 6 1.372e -2 6 296_ :;:? - :, " . min -:253 - . 005. :•' .° 6:'" -:539 • :'5 .4.101e =5 6' . - 8.681e -4 ' 3 6.807e -3 3 297 N149 max .039 3 .02 5 -.054 6 5.07e -4 3 1.476e -3 6 1.154e -2 5 298: '" °' ' ' min' .. = :187 6 = :009'' •''•: :', '549' ‘:.'''3•` :9:1436-5' .'-7.5786-4 3 - 9.557e -3 4 299 N150 max -.004 3 .01 5 -.054 6 2.215e -4 5 1.78e -3 6 1.386e -2 5 300 -- . '` `= :'.;;: : ;;.:':, min i; '- '1:1:1:• : .- = :.: i6: -.0`I 9 °' = ; 4 : -: >'= :5 5:::., ''3: =1:791 a -4 4 4.951e4 3 - 8.037e -3 4 301 N151 max -.02 5 -.002 5 .046 4 4.826e -4 3 1.631e -5 5 6.826e -3 3 - 302 7.. .'.' . .4- '` 'min u 074'''i: :'. = .- :016 -` ^: :4 . •- :539 ;.; , ;5':: r9.085e -5 6 - 4.459e -4 4 - 7.947e -3 6 303 N152 max -.02 5 0 5 -.055 6 2.187e -4 5 2.401e-3 6 1.893e -2 3 304.' .: :` ;: ;•' . :• min- - •- :073' 4= ' = :002:: • •4 ;' :':- .551'" `3 - 5.222e -4 `4 4 :315e -5 3 - 1.193e -3 6 1 N2 max .197 6 5.979 3 1.043 3 0 3 0 3 0 3 . : : : ' . , min: _ . :: -.141 3 . • . . 1.286 ' 6 =' • ' . . 0 5 T : . : • '' -:057 : '. , : 6 0 . 3 0 3 3 N4 max .343 4 20.053 3 1.754 3 0 3 0 3 0 3 4 . min`` - :007.. 5: •`3 :896 ., , 6 • - :101 . =6 0. 3" 0 3 0 3 5 N13 max 6.238 4 16.349 4 .456 5 0 3 0 3 0 3 6 ; . .... , .: ? "min' x:216 ". `5 076' .. '5'` :4641'.' . 4:: 0` 3 0` .. 3 0 3 7 N15 max 4.778 6 10.076 3 .908 5 0 3 0 3 0 3 8 . min' . •- :396::- ;;3 ... = :10:926:: - :6 ' : -0 8 "a 4 : _ - • . 0 .. _: .. 3 - . 0 :' . 3 , 0 3 9 N17 max .293 4 34.663 4 1.874 3 0 3 0 3 0 3 �;10� �..wY : ' i i :: :. '..{.i ..+ �� ♦:... „��.:mit h: n !,.l •' �.. - ♦ :062:ri'n.. '5'. L:1 , '8:564, 1,5.:, i' '4• ��•n? : . . .:�14'.s " >�6��... :0- . {�� ••a.. •Air• �'' =3' •• i, 0''��'° '3. 0 3 11 N 19 max -.052 6 8.889 4 1.246 5 0 3 0 3 0 3 x12' - 'S�Z":4'. '' :.. :�' : .... c . n,. -min tLR J' ;154 , s�' -�37� . ' 3 � . :2 t '2:219'••: � �5`�.:Y;� 1 " ' ? 4.4 Y .I1 :01 �.4. ci , ; ;:720 : .:4 ', ,..0 , ;0:; ' 3 0 , , 3 13 N29 max .135 4 1.879 4 .869 3 0 3 0 3 0 3 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Displacements (Continued) oint X1in1 Ic Y in Ic Envelope Joint Reactions X fkl Y fkl EISESMEMEMMOttrowrmwow: 'rft",r' Z finl Ic X Rotatioj., Ic Y Rotation Oct 25, 2004 3:15 PM Checked By: Ic Z Ro tation f... Ic MY fk -ftl Ic MZ fk -ft l Ic RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 8 14 " min • .02 : 5 =:804 5 .5 6 0 3 0 3 0 3 15 N31 max .339 4 9.237 4 1.096 5 0 3 0 3 0 3 16 min -,082 5 1.137 5 -.368 " 4 0 3 0 3 0 3 17 N37 max .042 4 .425 3 .568 4 0 3 0 3 0 3 18 min ,: -.149 5 -.453 • 6 .297 5 0 3 0 3 0 3 19 N42 max 0 4 11.314 4 0 3 0 3 0 3 0 3 20' min:::.: 0 5` 2:996 • 5 ..0 4 0 3 0 3 0 3 21 N44 max .134 4 1.286 4 .828 5 0 3 0 3 0 3 22 min : : -.05 5 -.663 5 -.191 4 0 3 0 3 0 3 23 N105 max 0 5 3.282 3 1.058 3 0 3 0 3 0 3 24 min -.001 4 .547 6 -.009 6 0 3 0 3 0 3 25 N110 max 0 3 16.81 3 1.042 5 0 3 0 3 0 3 26 min 0 6 3.575 6 -.491 4 0 3 0 3 0 3 27 N142 max 0 4 4.191 3 .839 3 0 3 0 3 0 3 28 ,: min 0 5 .818 6 .09 6 0 3 0 3 0 3 29 N146 max 2.108 4 .932 4 0 6 0 3 0 3 0 3 30. .:•:. min 1 ":617 5:,. .062' 5 0 3 0 3 0 3 0 3 31 Totals: max 14.011 4 126.7 4 12.178 3 32;:' ; °: 'min .., ':276'' . • '5 "' . .30:844` . 5 .048:;" . . 6 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Reactions (Continued) X Fkl lc Y fk 03 Z Fkl MX fk - M Y rk -ftl Oct 25, 2004 3:15 PM Checked By: MZ r k - ftl RISA -3D Version 5.0b [F: \...12004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 9 Fzi 2 w e: .J U 00 w = N u_ w 2 g Q co o = d Z = t`- I- 0 Z • w 0 O - 0 1- W • W 1--H O .. Z w - 1 0 z [o37. Company : TM Rippey Consulting Engineers . Designer : RPH Job Number : 4359 C 0DE ) 1.1 = 1,7 Envelope ASD Steel Code Checks SPEGAAL s>✓.1sMIC RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] . Page 16 F DA Platform -UPS Tukwila,Washington LcAD ( ow\gt► -� 42.11 Oct 25, 2004 3:26 PM Checked By: 57 M57 W6X9 .069 2.689 7 .018 5.167 v 7 21.197 30 37.5 27.787 1 1 1 H1-3 58 M58 W6X9 .180- • 2.32 7 .033 0 y 7 21.197 30 37.5 27.787 1 1 1 H1-3 59 M59 W6X9 .099 2.425 7 .023 5.167 v 7 21.197 30 37.5 30 1 1 1 H2-1 60 M60 W6X9 • .361 2.706 7 .059 0 y 7 15.811 30 37.5 21.941 1 1 1 H1-3 61 M61 W6X9 .077 2.742 7 .017 5.167 v 7 21.197 30 37.5 27.787 1 1 1 H1-3 62 M62 W6X9 .167 2.636 7 :033 5.167 y 7 21.197 30 37.5 27.787 1 1 1 H1-3 63 M63 W6X9 .082 2.425 7 .024 0 v 8 21.197 30 37.5 27.787 1 1 1 H1-3 64 M64 W6X9 .071, 2:689 7 .022 5.167 y 8 21.197 30 37.5 27.787 1 1 1 H1-3 65 M65 W6X9 .185 2.32 7 .033 0 v 8 21.197 30 37.5 27.787 1 1 1 H1-3 66 M66 W6X9 .108 2.425 7 .029 5.167 y 8 21.197 30 37.5 27.787 1 1 1 H1-3 67 M67 W6X9 .241 3.729 7 .040 7.165 v 7 15.817 30 37.5 21.947 1 1 1 H1-3 68 M68 LL3X2X... .249 1.443 9 .061 2.828 y 8 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 69 M69 LL3X2X... .185 1.443 9 .059 2.828 v 8 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 70 M70 - LL3X2X... • :.659• • 1325 7 .024 0 • y 8 14.416 21.6 19.675 19.675 1.75 .6. 1 H1-1 71 M71 LL3X2X... .423 1.443 9 .058 2.828 v 8 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 72 HM72 • LL3X2X.:. . 1.199.. 1.328 7. ' :028 0 .. y .8 14,416 21.6 19.675 19.675 1.75 .6 1 H1-1 73 M73 LL3X2X... .319 1.443 9 .052 0 v 9 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 74 M74 LL3X2X... .429 1.443 -7 .109 0 y. 8 14.416 21.6 21.6 21.6 1.75 .6 1 H2-1 75 M75 LL3X2X... .570 1.443 9 .017 2.828 y 8 14.416 21.6 21.6 21.6 1.75 . 6 1 H2-1 76 '; M76 LL3X2X... • - -.428;'': 1.:443 9 :.044 0 y 10 14.416 21.6 21.6 21.6 1.75 . 6 1 H2-1 77 M77 LL3X2X... .464 1.299 7 .067 2.828 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 '4 7 8 : •r z • 1-13X2X::. ,. :.849 -r " t:328 7 ,- :.042 2.828 y• 8 '14.416: '21.6 '19.675 . 19.675 1.75 .6 1 F11 79 M79 LL3X2X... .466 1.299 7 .104 0 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 80 ' 'M80 W6X15 "•:722.: .7596:: 7: :Ti279 . 7.694 y 7 19.01T '.30 • 33.387 26.896 1 .6 .6 H1-2 81 M81 LL3X2X... .526 1.299 7 .283 0 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 . 82' 1.-M82: ,i, , :];','kt;:kni:: .: ..i:::,:-:■ ;':- -':', .. • . 83 M83 LL3X2X... .714 6.017 10 .011 6.017 v 7 6.684 21.6 21.6 21.6 1 .6 1 H2-1 84 M84 W6X15 1.197- :7.596 .9 • ;436 7.694 y 9 19.017 *30 33.387 26.896 1 .6 • .6 H1-1 85 M85 LL3X2X... .676 1.328 7 .132 0 v 10 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 -8. • .;' • 8. - .'..1-1.3X2X.. ..= 2 V:-' ' -- • • ; i7:1- 9'. • 10 14,416 21.6 19.675 19.675 1.75 . 6 1 H1 87 M87 W6X9 .105 2.531 .024 0 21.197 30 37.5 27.787 1 1 • 1 H1-3 88 ': ' '' 74. K 4 88 " W6X9 '7.026,'.'5:167 21:197 , 30 ' 37.5 '. 27.787 1 1 .. 1 H1-3 89 M89 W6X9 .105 2.689 .028 5.167 21.197 30 37.5 27.787 1 1 1 H1-3 Y•• .5.: ,.':; • i L . • ! ..? 1 4 8 , :, - 2C•197 , . , '..: 0 ,* •-1:. 7.5 ..• 27.787 1 • 1 1 • H1-3 91 • M91 W6X9 .630 3.657 .107 0 15.811 30 37.5 21.941 1 1 H1-3 ' '''''-;k:987'ti !2:689 A024 '''f: C.:=D!.';''''': - 21:197. ?ID: ' ':.. '. 37.5 . ' 30 ., 1 . 1 H2-1 93 M93 W6X9 .096 2.267 .026 0 21.197 30 37.5 30 1 1 H2-1 ''• '44.4 :'W6X9 "''.'..099'.`.' '2109 ;==:032 'Min -. ICY . ' .'. -37.5'--... -30 .-; -1 1 - 95 M95 W6X9 .080 2.373 .031 5.167 21.197 30 37.5 30 1 1 H2 •,• ;W ' :,,t'i:` : 4:2. ., .: .. ' 074 A:Mg.i 11i.:197: ';‘: 1 '-': ,37:5 - . : ..- 0 -. '_'.1 ... :1 . .H2-1 97 M97 W6X9 .085 2.531 .033 5.167 21.197 30 30 1 1 1 H2-1 ;.'.?: Jii ' .:.vi: ilW . X '.: 30 24 .:,.:i: V a NU 014.552: . i.. so: 20:58 1 1 . 1 H1-3 99 M99 W6X9 .256 2.94 8 .035 7.583 14.552 30 • 375 20.58 1 1 1 H1-3 " M100 W10X60 ' i'.076 : : '' 'a .1:066 .., 1;i0 .1 : . 21.585 21.6 . 27 23.76 1.7.. .596 .609 H2-1 101 M101 W10X60 .028 0 7 .024 0 21.585 21.6 27 23.76 1.8.. .599 .547 H2-1 1' 2' ' • '. ' : 'X --::::::: : . ''. • 7' .172 ' 11735 : . ' 7 ' - 21: • • -1 175 ' , .•1 .H2-1 103 M103 WT4X9 .124 5.867 fl .173 11.734fl 9.752 21.6 21.6 21.6 1.75 .6 1 H2-1 104 , M104 '..W10X60 . ':i.oza i '' , '.025:' :::':0 :'; '21..585 :21;6 - 27 23.76. 1 /.. .592 ..618 H2-1 105 M105 WT4X9 .101 4.805 .144 0 12.816 21.6 21.6 21.6 1.75 .6 1 H1-3 116 ' ,'''. ' t 6 WIOX60: - . :=. ' :.-': ' • • •4! :2t585 2 .:6 . . , .27 23.76 4 .6 H1 107 M107 WT4X9 .299 5.842 .254 0 HI 9.83 21.6 21.6 21.6 1 .6 1 H1-1 1 • . ' • • : ',5":4414 • ii 5' 74'i: ' ' 7 . : • .21:585 :'21 s -, : 27 ‘.• 2 .76 4.7- .593 .595 H2-1 109 M109 WT4X9 .312 4.80 8 .268 0 11 8 12.813 21.6 21.6 21.6 1.75 .6 1 H2-1 EllaMETMMTRILEMELETMIMPlinnzasIMINIEZEINI 111 M111 WT4X9 .380 5.851 8 .201 0 Pi 8 9.802 21.6 21.6 2 '.76 1.8.. .572 H2-1 21.6 1. .6 1 H2-1 KINEMIND 113 M113 AIM W12X26 -..E%'Rrf211E47g7EES,girrralttiEMEBEECE3IEIEIIEISElt:1EE .424 15.395 7 .199 9.912 v 7 5.491 30 37.5 1.6 , - 1 ' 6 1 H1-1 33 1 .85 .85 H2-1 Company : TM Rippey Consulting Engineers • Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope ASD Steel Code Checks (Continued) Oct 25, 2004 3:26 PM Checked By: ber Shaoe Code Che. v-v - RISA-3D Version 5.0b [F:\...\2004 Projects14359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 17 1 N1 max .211 7 .045 8 .21 10 1.706e -3 8 - 2.016e -4 9 1.077e -1 8 2 1 min -1.067 10 -.104 9 -1.25 ' 7 - 3.816e =3 9 - 3.257e -3 8 -7.51e-3 9 3 N2 max 0 7 0 10 0 10 - 4.729e -4 10 2.635e -3 9 1.113e -2 10 4 . min 0 10: `0 7 0 7-- 1.634e -2 7 -5.901e-4 8 -2.994e-3 7 5 N3 max .19 7 0 9 -.026 8 7.17e -4 8 3.067e -3 9 1.627e -4 9 .172 2.804 *Min =` = .751 �` -101: , : -.004 ' - : 8' -1' :183'- 9 - 1.08e -3 9 - 1.273e -3 8 7.501e-5 8 7 N4 max 0 9 0 10 0 10 2.09e -3 10 1.785e -3 9 1.143e -2 10 8. .6 min' :•:0. . . ":8':....:0.x: -;: . .... 0" .. 7 . - 2.294e -2 7 -9.381e-4 ' 8 - 1.767e -3 7 9 N5 max .204 7 -.003 10 .173 8 7.256e -4 8 2.061e-3 9 - 3.613e -4 10 10 • , . - • 'min' 2 .747 10' , :'::-1009' , :: '',:: 7 "''' . = 1'.722 9 - 1:7486 -3. 9 = 1 :055e -3 ' 8 = 1.766e -3 7 11 N6 max .061 7 -.078 10 -.241 8 - 2.699e -2 10 0 7 6.034e -2 10 :12;.'. . . . -,� :`•n'.';' 'min V:41173 3 . ='10' - 93 . 2 "_ � ' , `y �:7� l' "- 2:022 9 ' - 6:735e =2. . "7'.• °0�• 7= , ''1:8866 -2 7 13 N7 max .193 7 -.002 10 -.029 10 4.014e -4 8 2.635e -3 9 1.965e -3 10 .6 - Thin:.::745 =' '=:10 ' . "`= :`005':- " 7''' `. = 1148.: •14 • 7'. =4.583e -3 '9 -5.901e-4 8 - 2.827e -4 7 15 N8 max .188 7 -.006 10 -.016 10 1.147e -3 8 1.67e -3 10 8.449e -4 9 16. ' ' :: `:;: min' ' :. -:751 ': -10 `- :011 7 4.155 • < 7 - 2.435e -3 9 2.556e -5 7 - 1.218e -4 8 17 N9 max .162 7 -.003 10 .156 10 1.089e -3 8 1.785e -3 9 1.579e -3 10 18 8 'min = :751 10 ,. ..-::011 '' , 7`. . -1.646 ' ' 7 - 7.163e -3 9 -9.381e-4 8 - 1:758e -3 7 19 N10 max .21 7 -.015 10 .168 8 - 3.585e -3 8 4.43e -3 9 - 6.622e -4 10 `20' . - .. min •= .744.: :10: - :063' : 3.051 =1 :908 "`• 9" = 1.6626 -2 9 - 1107e -3 8 - 2.466e -3 7 21 N11 max .19 7 .002 9 .009 8 1.224e -3 8 5.027e -3 9 1.352e -4 9 '22' ` min • "'.'= .75` '`- A10 . = :003 , . 8: ` :> =1.335 9 =8 :4596 -3 9 - 1:323e -3 8 5.338e -6 8 23 N12 max .197 7 .019 7 .16 8 1.928e -3 8 8.945e -4 9 - 1.391e -4 10 24 min -.748 :' ' . 10 ' .001 - 10 -1.726 9 ' -7.121e-3 9 - 7.275e -4 8 - 7.688e -4 7 25 N13 max 0 9 0 9 0 8 2.944e -3 8 3.223e -3 10 1.107e -3 10 26: min; - 3 2 . - . 9 = 1:4076 -2 9 -7.863e-4 7 -3.145e-5 7 27 N14 max .004 7 0 9 .208 10 4.289e -4 10 5.457e -3 10 - 1.025e -4 9 28 "' - min` = :129 ;• ' .10 ;' `81.' = 1:259•' .7 = 6 :233e -3 7.' - 1.544e -3 7 -3.787e-4 8 29 N15 max 0 7 0 10 0 8 -2.685e-4 8 1.092e -3 9 2.45e 8 30 ' • ; �. ; , ;:;'; ' min" : =tY • :O „:. X10`:. ...:•0; ,`' :7+`. <4: ;: b};: 9.; -1 683e -2 ''9;. 6.1'53e -4 ..8 - 1:233e -5 9 31 N16 max .004 7 .014 10 -.029 10 - 3.89e -5 10 2.231 a -3 9 - 1.976e -5 9 3 %��: 2 ' - �:�� ti::��ta,: ; ':.::�� ,: . mina , -i ; � . _ r136��i,�: '•"•10., : 008- . :', - � 7 :�� ,., ':182.:'• •: �� -1 � 7 �> ; . '= 4:2376 ='4, `'7: 2:668e -4 : 8 - 6:477e -4 8 33 N17 max 0 9 0 9 0 10 2.251e -3 10 2.917e -3 9 3.284e -3 8 34' ., °;s :•:.': .., :, : 'Milt '.' . - 0: II ,, : B ; ,, ;.; , � : = 2.414e_2 7. :-7.571e4 8 4.285e -4 9 35 N18 max .015 7 -.007 9 .169 8 2.387e -4 8 2.604e -3 9 - 5.945e -4 10 • 36 • min: = ::149`:. :: ':1'0 ....- :018`` ::'- : 8 . : : 11711: , 9'. -2.286e -4'• , . 9 - 4.375e =4 .8 '- -1 :6776 -3 7 114 M114 LL3X2X... .266 1.443 8 .016 2.828 v 8 14.416 21.6 21.6 21 1 H2 -1 115 M115 W6X16 .223 2.812 8 .040 0 v 7 14.568 30 37.5 30 1 .6 1 1 H2 -1 116 M116 W8X18 .448 10.28 7 .392 2.056 v 7 6.541 30 37.5 30 1 1 1 H1-3 117 M117 W8X18 .202 4.5 8 .043 0 v 8 14.155 30 37.5 30 1 1 1 H2 -1 118 M118 W6X16 .172 2.804 8 .033 0 y 8 14.629 30 37.5 30 1 1 1 H2 -1 119 M119 W 6X 15 .406 7.596 7 .151 7.694 v 7 19.017 30 33.387 26.896 1 .6 .6 H1-2 120 M120 LL3X2X... .297 1.299 7 .084 0 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1-1 121 M121 LL3X2X... .045 1.299 8 .085 0 v 8 14.416 21.6 19.675 19.675 1.75 .6 1 H1-3 122 M122 W8X18 .850 8.367 7 1.768 20.5 z 8 3.739 30 37.5 10.382 1 .6 1 H1-3 123 M123 W8X18 1.200 0 9 .321 2.696 z 8 9.924 30 37.5 30 1 .458 .85 H2 -1 124 M124 W 14X38 ;892 8.343 7 .306 18.583 v 9 7.159 30 37.5 13.306 1 .6 1 H1-3 125 M125 W6X9 .109 2.758 7 .023 0 y 8 19.736 30 37.5 26 1 1 1 H1-3 126 M126 W6X9 .058 2.992. 7 • .025 5.75 y 7 19.736 30 37.5 26 1 1 1 H1-3 H1-3 127 M127 W6X9 .330 3.462 7 .049 0 v 8 19.736 30 37.5 26 1 1 1 128 M128 W14X38 .584 13.444 8 .241 13.444 v 7 10.29 30 37.5 15.953 1 .491 .85 H1-1 129 M129 W6X9 .099 2.934 7 .023 5.75 v 8 19.736 30 37.5 26 1 1 1 H1-3 130 M130 W6X9 .077 - 3.051 8 .010 0 y 8 19.736 30 37.5 30 1 .6 1 H2 -1 Company : TM Rippey Consulting Engineers - Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope ASD Steel Code Checks (Continued) Member Envelope Joint Displacements int n Z fin Cb RISA -3D Version 5.0b [F : \... \2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3 :26 PM Checked By: Page 18 F-36 37 N19 max . ..._.. 0 . _ 7 ..... 0 ._ 9 _ ..... 0 8- ... 8.594e -4 ... 8 . ....u .v. . . .. 2.165e - ice, 8 c. 1 \V10L1V 11 1... 1.35e -3 w 10 38 min 0 10 0 8 0 9 -2.24e-2 9 -5.05e-3 9 -2.448e-3 7 39 N20 max -.007 9 -.003 9 -.043 8 3.67e -4 8 2.681e-3 8 3.598e -3 8 40 - min -.184 8 -.007 8 -1.552 9 1.164e -4 9 - 5.606e -3 9 1.536e -3 9 41 N21 max .003 7 .001 9 .199 10 8.265e -4 10 3.803e -3 10 1.117e -3 10 42 min -.102 10 - .014' 8 -1.104 7 - 7.883e -3 7 - 1.283e -3 7 - 3.227e -5 7 43 N22 max .002 9 .011 10 -.026 8 - 1.34e -4 10 2.163e -3 9 7.343e -5 10 44 min -.15 8 -.007 7 -1.163 9 -3.852e-3 7 6.271e-4 8 -1.257e-4 7 45 N23 max -.009 9 -.007 9 .161 8 7.012e -4 8 2.917e -3 9 -6.41e-5 10 46 min -.178 8 -.017 8 -1.684 9 - 5.64e -3 9 - 7.571e -4 8 - 1.267e -3 7 47 N24 max .021 7 -.028 10 .169 8 - 1.999e -3 10 4.955e -3 9 - 9.868e -4 10 48 min -.147 10 -.072 7 -1.893 9 -1.321e-2 7 - 8.367e -4 8 -2.491e-3 7 49 N25 max .003 7 .003 10 .003 8 3.563e -3 8 4.23e -3 9 - 6.926e -7 9 50 min -.139 10 -.012 7 -1.35 9 - 1.323e -2 9 - 8.728e -4 8 - 4.6e -4 8 51 N26 max .007 7 .009 7 .17 10 2.386e -3 8 1.48e -3 9 - 2.027e -4 10 52 min -.15 10 0 10 -1.737 7 - 1.049e -2 9 - 7.897e -4 8 - 6.834e -4 7 53 N27 max .067 7 -.002 9 -.051 8 1.052e -4 8 2.165e -4 8 3.147e -3 8 54 min -.131 " 10 -.006 .8 -1.54 9 -4.61e-3 9 - 5.05e -3 9 1.17e -3 9 55 N28 max -.007 9 -.041 9 -.028 8 - 6.3e -3 10 2.395e -3 8 3.509e -3 7 56 min -.184 • : 8 -.096 8 -1.794 9 - 1.029e -2 7 - 8.172e -3 9 1.496e -3 10 57 N29 max 0 9 0 9 0 10 - 4.905e -4 10 - 1.065e -3 9 7.121e-3 8 58 min 0 : 8 :. 0 8 0 :: - •T - 1.634e -2 7 - 6.818e -3 8 - 9.728e -4 9 59 N30 max .111 9 0 9 -.027 10 2.159e -4 8 1.502e -3 9 5.209e -2 8 60 min -.725 ` ' 8 '= `:001 8 - 1.183`' `7• • - 5.953e -4 9 - 3.085e -3 8 7.651e-3 9 61 N31 max 0 9 0 9 0 8 2.826e -3 8 2.623e -3 9 4.516e -3 8 62 min 0 8 0 8 0 9 -2.306e-2 9 1.032e -3 8 -6.532e-3 9 63 N32 max .47 9 -.003 9 .164 10 - 3.004e -4 10 3.317e -3 9 - 4.538e -4 10 64 , ' ' min ' :' -.244 . • 8 = = ' -:006 8 -1.724 7 - 2.323e -3 7 1.096e -3 8 - 1.362e -3 7 65 N33 max .089 9 .002 9 -.03 10 4.186e -5 8 - 1.065e -3 9 5.406e -3 8 66 " min " -.603 '= 8 . =:001 8 • •-1.149 7 - 4.25e -3 9 - 6.818e -3 8 - 9.482e -4 9 67 N34 max .452 9 0 9 .178 8 3.335e -4 10 2.623e -3 9 - 9.9e -5 10 68 _ min ... -:27 8= : ' =:006''_ `8`' : =1.648 9 - 7.186e -3 7 . 1•.032e -3 8 - 1.788e -3 7 69 N35 max .152 9 -.057 10 -.034 10 - 1.406e -2 10 5.327e -3 9 - 2.176e -3 10 70 min -.496 8 • " :.113 7'• -1:505 7 - 4.343e -2 7. - 2.46e -3 8 - 4.393e -3 7 71 N36 max .469 9 .026 7 .163 8 - 3.056e -3 8 1.52e -3 7 - 3.832e -4 10 • 7Z • . .„ .,; °'`- - min: ` ";;:245.?' :: ''8 :` :. ;;:� <.007HH '10 = • • - .1.697`'•.. 9 - 6.795e -3.. 9 2.279e -4 10 - 1:235e -3 7 73 N37 max 0 9 0 10 0 9 -3.744e-5 8 1.55e -3 9 2.567e -3 8 74 min :;. 0 - .., „ ,,.,.., ; ,, ; - = ,, >,0-,: '8•. - 2.5076 =2 '9 1.234e4 . 8 - 7.266 -3 9 75 N38 max .464 9 0 10 .339 8 2.665e -2 8 1.566e -3 10 1.695e -3 8 76•; .:: ` -: min . .-:.259:: . . , . 8':.::: ;;0 :;:::;`;7:, ;.:- 2.674.:; ..•9 6.8636-2 '9 - 1.922e :3 .'7 .4.644e -4 9 77 N39 max .474 9 .001 10 .17 8 5.873e -3 8 1.55e -3 9 1.807e -3 8 78" '- Thin =.213 ' - '8 `'0 - "' `' 7• -2 :189 9 - 2.104e -2 9 1.234e4 8 ' - 8.884e -4 9 79 N40 max .469 9 -.015 10 .178 8 3.658e -3 10 5.37e -3 9 - 5.205e -4 10 80 min • -.242 8 , - :04 7 . -1.903 9 -1.391e-2 7 -1.091e-4 8 - 1.35e -3 7 81 N41 max .463 9 -.012 9 .342 8 2.339e -2 8 1.394e -3 10 1.56e -3 8 82 min -.259 8' =.043 • 8 =2.659 • 9 - 6.138e -2 9 - 1.463e -3 7 5.305e -4 9 83 N42 max 0 9 0 9 0 10 1.281e-3 8 2.419e -3 10 4.264e -3 8 84_'- min 0 10 . ,0... 8 "- 0: "? ° 7 - 1.898e -2 9 9.859e -4 7 . - 1.959e -3 9 85 N43 max .227 9 -.004 9 .149 8 - 2.722e -4 10 2.419e -3 10 3.865e -4 9 86' min -.495 8 • =:01:' 8 - ' -2.201 • • 9 - 7.453e -4 7' 9.859e -4 7 - 1.177e -3 8 87 N44 max 0 9 0 9 0 8 -2.775e-4 8 1.897e -3 10 6.31e-3 8 88 min 0 .'8 0 8 0 9' -1.9536-2 9 - 2.17e -3 7- 3.175e -3 9 89 N45 max .229 9 0 9 -.043 8 - 3.766e -4 10 8.188e -4 10 1.688e -3 8 90�` :.: .•.: �: �:��':�`:•min" ;;.:- . 504:, ; . ; .. $, '' 0. • • 8 �.�1.551. • ' 9 - 3.908e -3 7 - 1.542e -3 7 - 4.115e -4 9 91 N46 max .22 9 .002 9 -.031 8 - 4.555e -4 8 1.897e -3 10 2.428e -3 8 92 • , min' -.462. 8 0 ,. ' • 8 " , • =1.441 . '9 = 7.384e -3 -9 . -2.17e-3' 7 - 8.069e -4 9 93 N47 max .228 9 .009 9 -.013 8 - 3.59e -4 10 2.133e -3 8 9.2e -4 8 Company : TM Rippey Consulting Engineers , Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Displacements (Continued) In X Rotation RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:26 PM Checked By: Page 19 F 3l z �_ 2 _ U U 0 u) o w J = t-- 2 u w 2 LLa =a �. w z = t- 0 w ~ U� O D- O }- w 1- 0 - - 1 0 z 94 min -.501 8 -.038 8 -1.699 9 - 4.443e -3 7 - 9.975e -3 9 - 1.436e -4 9 95 N48 max -.002 9 -.12 10 -.015 8 - 2.303e -2 10 2.147e -3 10 1.885e -3 7 96 min -.173 8 -.282 7. -2.458 9 - 3.782e -2 7 - 5.13e -3 7 7.913e -4 10 97 N49 max .464 9 -.033 9 .332 8 1.853e -2 8 1.524e -3 9 8.113e -4 7 98 min -.254 8 -.093 8 -2.588 9 - 5.058e -2 9 1.459e -5 8 3.166e -4 10 99 N50 max .009 7 -.133 10 .147 8 - 1.158e -2 10 2.167e -3 9 - 3.765e -4 9 100 min -.155 10 -.316 7 -2.477 9 - 3.392e -2 7 5.981e-4 8 -8.81e-4 8 101 N51 max .468 9 -.035 10 .245 8 1.059e -2 8 5.644e -3 9 - 2.715e -4 9 102 min -.245 8 -.087 7 -2.241 9 - 3.295e -2 9 - 8.919e -4 8 - 8.744e -4 8 103 N52 max .022 7 -.075 10 .178 8 - 5.478e -3 10 5.374e -3 9 - 1.146e -3 10 104 min -.147 10 -.186 7 =2.242 9 - 3.389e -2 7 - 8.609e -4 8 - 2.703e -3 7 105 N53 max .469 9 .07 7 .138 8 - 6.723e -3 8 5.709e -4 7 - 3.396e -4 10 106 min -.245 8 .02 10 • -1.716 9 - 1.459e -2 9 - 4.089e -4 10 - 1.133e -3 7 107 N54 max .003 9 .01 7 .155 8 5.805e -3 8 1.731e-3 7 1.983e -4 8 108 • • min • • -.151 8 -.001 10 -1.8 9 - 2.677e -2 9 - 1.279e -3 10 6.699e -5 9 109 N55 max .003 9 -.004 9 .096 8 9.712e -3 8 4.292e -3 7 1.737e -4 7 110 min -.145 • 8 -.014 - 8 -1.671 9 - 3.399e -2 9 - 1.535e -3 10 - 9.83e -5 10 111 N56 max .193 7 -.117 10 -.045 8 - 2.699e -2 10 2.405e -3 10 3.202e -4 8 112 min -.748 ' 10 . =:387 7 -2.631 9 - 6.54e -2 7 - 4.276e -3 7 -2.051e-4 9 113 N57 max .206 7 -.1 10 .141 8 - 1.453e -2 10 1.959e -3 9 - 5.844e -4 10 114' ' min -.744 10 -331' . . 7.:. • -2:598 9 -5.41e-2 7 7.159e -4 8 -1.821e-3 7 115 N58 max .213 7 -.048 10 .16 8 - 1.007e -2 10 5.208e -3 9 - 8.773e -4 10 116" min -.742 10 -.173 7 -2.27 9 - 4.068e -2 7 - 9.38e -4 8 - 2.822e -3 7 117 N59 max .191 7 .024 7 .147 8 3.839e -3 8 1.269e -3 7 1.268e -4 8 118 min -.749 ' • 10 ' ' '.002:.'' - 10' • -1.754 -9 - 1.562e -2 9 - 9.006e -4 10 - 5.902e -6 9 119 N60 max .189 7 .007 9 .065 8 2.026e -3 8 4.626e -3 7 2.493e -4 7 120 min -.75 10' =`' - .003 • 8 -1.614 .- 9 - 2.015e -2 9 - 1.316e -3 10 - 3.412e -6 10 121 N61 max .12 9 -.038 9 .14 8 - 7.596e -4 10 1.607e -3 9 1.2e -2 10 122 ' • • =' ' ..: 'min : <' =.566 =.-•_ .:.:13.1-`,1:01088-':.',. , :8:, , 2.206 • 9 - 1.797e -3 • 7 -1.691e-3 8 1.217e -5 7 123 N62 max .126 9 -.014 10 -.043 8 3.857e -4 9 3.205e -3 9 1.91e-3 7 124 .. • : ; • mine -;.438:.' :8 ! : :: ::- :122'!;: -71 :::'= = =1 :55 9 - 1.996e -4 8 - 2.967e -3 8 - 3.473e -2 10 125 N63 max .023 9 -.092 10 .136 8 - 8.598e -4 10 1.337e -3 9 5.325e -3 10 126' ••_... :! :: '�:.... min...• -.- 328•: " 8 -s ..= :2.1;5`: , 7:'• : :-.` •2:033e =3• 7 - 4 :107e =3 8 1 :691e -3' 7 127 N64 max -.039 9 -.008 10 -.043 8 1.343e -3 7 1.448e -3 9 2.396e -2 7 '128 ' 7t • ° : " _ :min • - - :191: ;4 •� " 8 ' . =.025" • =7:g - '= :1 :55' :: 9 1:659e -4 10 ` 3.081e 8 -4.231e-2 10 129 N65 max .113 9 -.157 10 .231 8 1.203e -3 8 2.012e -3 10 6.761e-2 8 130: ; :::'' =;,; : ;..;ti. 'mi'ri` 'Y. .518 1 :i'8:'-' :• .365 :' ` : 7 °''•�.275:' :• '9 5.389e =4' 9 ' - 1:844e -3 7' - 2.69e -2 9 131 N66 max .315 9 -.173 9 .216 8 - 2.169e -4 10 1.45e -3 9 1.578e -1 8 132 min: ' ' - 1.004 •:" 8 : - .395 ::•-• ' 8 - 2.281• 9 - 5.355e -4 ' 7 - 4.697e -4 8 - 6:332e -2 9 133 N67 max .031 9 -.153 10 .222 8 4.863e -3 8 1.08e -3 9 1.267e -3 9 134. ::._: ; :,.:: ': "min: < - .312.': -. 8:.: .. - .367, :. :7-.: ::: =2:099 - :9 % 1 ;9926=3 9 :: - 4.936e -3 • 8 - 2 :729e -3 8 135 N68 max .132 9 -.234 10 .205 8 8.296e -4 8 1.655e -3 9 3.873e -3 10 136. • =' min -: =:547 , 8'" - .564 '.' 7 -2:106 9 2.649e-4 9 - 1.216e -3 8 - 2.57e -3 7 137 N69 max .011 9 -.007 9 .172 8 7.191e-4 7 1.721e-3 9 2.164e -2 8 :138 min • -.384 - • ' 8 '= •.036 " ' 8 • •1.705 ' 9 „ 2.9536-4 10 - 3.415e -3 8 8.696e -3 9 139 N70 max .098 9 -.034 10 .169 8 8.287e -4 7 1.544e -3 9 2.89e -2 8 140 min .627 ` 8 ' -.094 ' ' ' 7 - 1:703 9 5.989e -5 10 - 1.535e -3 8 1.059e -2 9 141 N71 max .035 9 -.06 10 .147 8 3.435e -3 7 1.227e -3 9 1.133e -3 8 142 ... ` • .. , • Min. Mi n. : =:•.:- .325 "';' :•8•� - :118` "l' 7 ' - 1' :71' 9 ,. 1 :585e -3 10 - 4 :45e -3 8 5.456e -4 9 143 N72 max .138 9 -.142 10 .06 10 - 2.428e -2 10 2.33e -3 7 1.772e -3 8 -144 . ••';'! • . <:: :;? m'iri: : :5 ' •: 8 : 9 ..= :297:•: -.064 7 :: • 10 ,''.11.:931..: .075 8 = 6.883e -2 2.949e -3 7 7 - 4.969e-4 1.245e -3 10 9 9.017e -4 4.91e-5 9 10 145 N73 max .038 '146 ,•:,- �,i:: ,:• <. min`' = :321:°• ; . 8: ` ` ?127. -.:." , :7 `: i"-1 :56 '" • 9 >. 1A61e -3. 10:':-4:538e3 • 8 • !:6.569e -4 7 147 N74 max .148 9 -.128 10 -.058 10 - 3.724e -2 10 2.899e -3 9 - 1.297e -3 10 148': r ' ,. ' min �= ..: • 8 '. = - :259:` 7 .:5.;.1:914• Ts 7 ` - 1:135e -1' • `7 "7'' ,'4:6463:.• 8 = 2.64e -3 7 149 N75 max .017 9 .012 8 -.027 10 1.739e -4 9 1.644e -3 9 3.443e -2 8 150 min`' :'?.-.423 : '-; `9` - 1:177". `7 •.203e -5 8 - 2.278e -3 8 7:063e" -3 9 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Displacements (Continued) Joint in Ic Y fi RISA -3D Version 5.0b [F : \... \2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:26 PM Checked By: Page 20 Fg 151 N76 max .12 7 - _ . .. 2 ... w 10 ' 3 ' 1 U IQU17e -3 U I l ... 10 i L" e - UUI 2 I ... I8 c 152 min - -.866 10 -. 7 -2.236 9 -5.41e-4 7 -9.431e-4 7 - 1.246e -3 9 153 N77 max .036 7 .039 7 -.049 8 - 1.739e -4 10 2.99e -3 10 5.172e -2 10 154 min -.963 10 .007 10 -1.555 9 - 7.226e -4 7 - 2.956e -4 7 2.86e -2 7 155 N78 max .136 7 -.198 10 .237 8 1.245e -4 10 2.401e-3 10 1.12e -1 8 156 min -1 :138 10 =.527 ' 7' -Z276 9 -1.281e-4 7 - 9.537e -4 7 - 6.259e -3 9 157 N79 max .129 7 -.232 10 .203 8 1.182e -4 8 3.524e -3 10 - 8.714e -5 10 158 min -.808 10 -.671 7 -2.107 9 - 2.502e -5 9 - 1.245e -3 7 - 3.576e -3 7 159 N80 max .137 7 .033 9 .166 8 6.061e-4 9 4.31e-3 10 4.135e -2 10 160 min -.929 10 -.05 8 -1.704 9 -1.821e-4 8 - 2.056e -3 7 - 6.542e -3 7 161 N81 max .118 7 -.167 9 .131 8 3.415e -6 9 3.56e -3 10 1.744e -3 8 162 min -.811 10 -.493 8 -1.691 9 -4.581e-5 8 - 1.233e -3 7 - 3.706e -4 9 163 N82 max .117 7 -.203 9 .056 8 - 4.378e -6 9 3.539e -3 10 3.974e -4 8 164 min -.806 10 -.558 8 -1.533 9 - 4.772e -5 8 - 1.25e -3 7 - 2.644e -4 9 165 N83 max .121 7 .018 9 -.029 10 3.927e -4 9 4.281e-3 10 3.83e -2 10 166 min -.918 10 -.052 8 -1.176 7 - 1.82e -4 8 - 2.162e -3 7 - 1.468e -3 7 167 N84 max .163 7 -.196 10 .134 8 1.217e -3 8 9.331e-4 10 2.214e -2 8 168 min -.954 10 ' -.55 7 -2.233 9 2.368e -4 9 - 7.757e -4 7 - 2.782e -3 9 169 N85 max .093 7 -.004 10 -.056 8 -5.651e-4 10 1.74e -3 10 5.194e -2 10 170 mih' : -1 :043 10 `` `- :013 7 ' -1.564 • • 9 - 2.443e -3 7 1.42e -4 7 2.098e -2 7 171 N86 max .178 7 -.184 10 .247 8 1.422e -3 8 2.988e -3 10 1.071e-1 10 172 = Min -1.204 10` •.. -.508 :.T.. ... 2.272 9 427e -4 9 - 9.21.1e -4 7 - 7.477e -3 7 173 N87 max .17 7 -.209 10 .215 8 3.264e -3 8 8.086e -4 10 3.755e -3 10 174 in =.899 • • . •10 . = :616 7 .. = 2.102 ' 9 1 :068e -3 9 =9.431 a -4 7 - 4.388e -3 7 175 N88 max .158 7 .051 9 .168 8 4.068e -4 7 1.952e -3 10 3.511e-2 8 176 min -.991::. . '10 - : :051 , 8 _' • =1.706 9 3.623e -5 10 - 1.797e -3 7 - 2.955e -4 9 177 N89 max .164 7 -.147 9 .144 8 3.196e -3 7 8.6e -4 10 5.223e -3 10 178 •' • ='r'' • " ' ' "min ''- .903-% 7' 10' ! "'' .8 ` ::?;.1.686 "' 9 ` 1 :126e -3 10 - 9.088e -4 7 - 2.201e -3 7 179 N90 max .164 7 -.18 9 .071 8 3.508e -3 7 8.737e -4 10 4.473e -3 10 180 ` = min : - :901 , :,.. 10 :. '` =`= :498 :: . 8 ' .' -1.527 9 • 1.324e-3 10 - 9.133e -4 7 - 2.213e -3 7 181 N91 max .142 7 .03 9 -.028 10 4.575e -4 7 1.876e -3 10 3.284e -2 8 182 .'' : `min ` _..= .985 '10" • ` -.051 8 : - 1.175 7 6:976e -6 10 - 1 :848e -3 7 5.371e -3 9 183 N92 max .139 7 -.011 9 .206 10 3.533e -3 7 3.379e -3 10 1.152e -1 8 184 : ' ' �" min' '' 1.142 '.: 10 • _... - ;.135 . ; 8. - :229 7 ` - 2.268e -4 10 - 7.032e -4 7 - 7.932e -3 9 185 N93 max .042 7 -.009 10 .206 10 - 4.623e -5 10 6.654e -3 10 2.407e -2 8 186 • `' Min a •,: =:353 2•' ' 10' ..14 _:. = :. 7." : :.:•= 1.252 .7 =4 :2056 -3 7 . =1.245e -3 7 -1.751e-3 9 187 N94 max .034 7 .01 10 -.029 10 1.324e -5 9 3.833e -3 10 2.251e -2 10 •188 ;.;' = : :. min .: _ . .355: :10 = .022:. :• 7 - ". -'- 1.:181 • -7 - 5.771e -4 8 1.021e -4 7 - 7.674e -3 7 189 N95 max .218 7 .026 9 -.026 8 6.947e -4 8 9.471e-4 9 1.019e -2 10 190• i', . . min. = :844' 10' '" -=.0211'. `8,. _ = 1.1.79 , 9 - 6.1426.4 9 - 1.168e -3 8 1.75e -3 7 191 N96 max .04 7 -.006 10 .166 8 7.767e -5 9 3.361e-3 10 2.235e -2 10 192 _ `, Min :' =;356 :., '�10- :- .027'::'> ` - - 1.708. 9' - 1.326e=4 8 3.492e -4 7 - 9.479e -3 7 193 N97 max .223 7 .041 9 .172 8 6.381e-4 8 4.619e -4 9 1.054e -2 10 194' "'' " : Min' • , - .842:': 10 : - .027 -•-' 8' -' -1:71-5 : 9 - 1.035e -3 9 - 9.604e -4 -8 - 1.27e -3 7 195 N98 max -.026 7 .002 8 -.043 8 5.755e -4 7 3.945e -3 10 1.988e -2 9 196 : . min' "= :345 ' . 1 .: `: 0 :' =: =" 9 = .• =1.549 9 " - 1.4856 -4 10 - 3.465e -3 7 . 1.417e -2 8 197 N99 max .077 9 .004 8 -.027 10 2.152e -4 8 1.526e -3 9 4.52e -2 8 198 min . = :604: • 8 ` ' =.013. • ,' 9.' :. 1 :179 7 . ` - 1.509e -4 9 - 2.973e -3 8 7.392e -3 9 199 N100 max .372 9 -.01 10 .164 10 - 3.42e -4 10 2.964e -3 9 6.646e -3 10 200 . 'min -. :, .. 34: ' .... -.064 ':7,; ' :• -1 :719 7 - 1.744e -3 7 2.25e -3 8 2.442e -3 7 201 N101 max .211 9 -.009 10 -.043 8 - 2.822e -4 10 1.99e -3 9 9.946e -4 7 202: min -:: =:495 • ' •`8 • ;-..094=''' ° ' 7 - • -1 •.549 •9 - 2.547e -3 7 - 9.37e -4 8 - 1.468e -2 10 203 N102 max .015 9 .013 8 -.028 10 1.217e -4 9 1.72e -3 9 2.441e-2 8 ;204 ... , . , Amin: '. "- :333'-: `• .8. - :003,' 9 . .• -1 :178 :: ,.7 . - 6:849e -7 8 - 1.893e -3 8 5 :04e -3 9 205 N103 max .013 9 -.003 9 .171 8 5.2e -4 8 1.842e -3 9 1.504e -2 8 -206- :: : `:' : :; ;:, : min. : !. - :306• .• :. 8 :: , ::-.:029 : '43.: ;,:- :1:706 ..<_ `.9 :. :2.6586=4 9 .. `-3.026e -3 • 8 6:011e-3 9 207 N104 max -.05 9 -.003 9 -.043 8 9.026e -4 7 6.22e -4 9 1.806e -2 7 Company : TM Rippey Consulting Engineers . Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope Joint Displacements Continued) X tint In Y t .207 int I 10 .1 I r X R3.177e -7 ot at i o n Oct 25, 2004 3:26 PM Checked By: RISA -3D Version 5.0b [F: \... \2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 21 ��3 208 min -.167 8 -.6.16 8 -1.56 9 - 1 . .6 - 0 - 2 - e - L4 - 1 L1 .7 ' 8 ' - -279 ' 68 - e “ -2 I 10 209 N105 max 0 8 0 10 0 10 0 7 4.594e-3 10 0 1 7 210 min 0 9 0 7 0 7 0 7 -1.02e-3 7 0 7 211 N106 max .194 7 0 9 .21 10 1.883e-3 8 -2.087e-4 9 1.08e-1 8 212 min -1.14 10 -.002 8 -1.25 7 -3.88e-3 9 -2.733e-3 8 -7.514e-3 9 213 N107 max .154 7 0 10 .18 10 1.836e-3 8 4.594e-3 10 9.85e-3 10 214 min -.904 10 -.003 7 -1.165 7 -6.259e-3 9 -1.02e-3 7 -1.671e-3 7 215 N108 max .178 7 .082 9 .21 10 2.032e-3 8 -2.227e-4 9 1.082e-1 8 216 min -1.183 10 -.051 8 -1.241 7 -1.6e-3 9 -1.563e-3 8 -7.513e-3 9 217 N109 max 0 9 -.001 9 .045 10 7.724e-4 10 1.379e-3 10 8.01e-4 10 218 min -.057 8 -.003 8 -.61 7 -1.052e-2 7 -4.452e-4 7 -3.648e-5 7 219 N110 max 0 10 0 10 0 8 1.417e-4 8 1.585e-3 10 8.973e-3 10 220 min 0 7 0 7 0 9 -2.141e-2 9 5.402e-4 7 -8.125e-4 7 221 N111 max .074 7 -.004 10 -.023 8 -6.637e-4 10 1.585e-3 10 9.015e-3 10 222 min -.827 10 -.012 • 7 -1.512 9 -6.189e-3 7 5.402e-4 7 -7.903e-4 7 223 N112 max .054 7 .032 7 -.05 8 -2.709e-4 10 2.568e-3 10 5.166e-2 10 224 min -.99 10 .006 10 -1.557 9 -1.171e-3 7 -2.037e-4 7 2.629e-2 7 225 N113 max .091 7 -.022 10 -.061 8 -8.441e-4 10 1.121e-3 10 5.424e-2 10 226 min -1.093 10 -.087 7 -1.566 9 -3.268e-3 7 5.071e-4 7 2.019e-2 7 227 N114 max .352 9 -.135 9 .205 8 -1.026e-3 10 4.369e-3 9 1.153e-1 8 228 • • • . . min .. L.838 8 -.318 - 8 -2.286 9 -2.321e-3 7 -2.095e-3 8 -4.183e-2 9 229 N115 max .219 9 -.2 10 .187 8 -1.484e-3 9 3.017e-3 10 4.432e-3 7 230 •-: . , min • -.49 • - 8' -.489 .- '7 2 -2.113 9 -3.527e-3 8 1.763e-3 7 -3.28e-3 10 231 N116 max .204 9 -.027 10 .164 10 -1.075e-4 9 2.648e-3 10 2.205e-2 8 232 Thin --'; -.562 • 8 -.113' ' :7 -t709. -5.005e-4 • 8 1.309e-3 7 8.967e-3 9 233 N117 max .216 9 -.084 10 .155 8 -1.232e-3 10 2.375e-3 9 8.381e-3 8 234 min -.522 8 -.168 -1.663 ; 9 -2.772e-3 7 1.641e-3 8 4.97e-3 9 235 N118 max .013 7 -.145 10 .111 8 -1.123e-3 10 6.154e-3 10 1.738e-3 7 236 ' , - , min .-.273 10 - , . 7 -2.241 9 -3.336e-3 7 -1.076e-3 7 -2.19e-3 10 237 N119 max -.036 7 0 8 -.043 8 5.287e-4 7 3.801e-3 10 1.947e-2 9 238' -% '.":"' ' • -. min• -• .319 . ' 10 0 ,.< : ''9 ' -1.55 • 9 1.461e-4 10 -3.697e-3 7 1.246e-2 8 239 N120 max .016 7 -.153 10 .214 8 -8.946e-4 10 2.91e-3 10 1.996e-2 8 240' . • . ,, . - .: min - L.336 . - 10. . %-:375 :- .7 -2284 .9 -2.676e-3 7 -7.571e-4 .7 -6.065e-5 9 241 N121 max .015 7 -.122 10 .183 10 -2.134e-3 10 6.632e-3 10 7.614e-4 9 242. .' ' - min .257: 10: 326 7 -2123 7 -6.471e-3 7 -4.439e-4 7 -6.977e-3 8 243 N122 max .043 7 -.006 10 .167 8 2.258e-5 10 3.018e-3 10 2.161e-2 10 244 • _ min ,-.339 10 -.026 7 -1.708 9 -9.998e-5 7 5.654e-4 7 -9.603e-3 7 245 N123 max .009 7 -.044 9 .122 10 -2.298e-3 9 6.598e-3 10 1.816e-3 7 246: , , - .:. min, '..:.'-.:.259 *, 10 :L..139 -1.717 . 7 -6.579e-3 8 -7.716e-4 7 -5.424e-3 10 247 N124 max .008 7 -.061 9 .04 10 -2.641e-3 9 6.755e-3 10 1.945e-3 7 248' 1 : ' - ' ' ''':',,*' 10: :-'-:17: .!8 ' 2i.4.656 •7 ' -7-.207e-3 . 8 -7.492e-4 7 -5.255e-3 10 249 N125 max .036 7 .011 10 -.029 10 -3.088e-5 9 3.517e-3 10 2.191e-2 10 . 250' . ' . - - - - min . -;.338* . 10 '..=.02 • 7 ..-1.181 . 7 -5.475e-4 8 3.07e-4 7 • -7.931e-3 7 251 N126 max .099 7 -.119 10 .036 8 -8.881e-5 10 1.952e-3 10 7.008e-3 7 252 -- min • -.818 10 ';.:306 7 -2.058 • 9 -6.346e-4 7 -8.658e-3 7 2.507e-3 10 253 N127 max .009 9 -.092 10 .033 8 -4.734e-4 10 2.016e-3 8 4.235e-3 7 254 i . • . min' •• ' L.287 8 ; • 7 • . .-2.078 9 -7:9e-3 7 -8.543e-3 9 1.734e-3 10 255 N128 max .104 7 -.191 10 .104 8 -1.912e-5 10 2.204e-3 8 5.174e-3 7 256 % :. ' :,...,,';.. ' min'. . - 10 . ', -.51 " .7.* , -2226 9 -5.617e-4 7 -1.551e-3 9 1.774e-3 10 257 N129 max .011 7 -.137 10 .097 8 -9.809e-4 10 1.909e-3 10 2.572e-3 7 rhe ..... ..::283 ' 10 - ' -.333 . 7 ._ =2238 . 9 • -6.2076-3 7 -1.981e-3 7 1.011e-3 10 259 N130 max .003 9 .013 10 -.03 10 1.801e-5 10 2.214e-3 9 -9.135e-5 9 260 • •. min -.142 . 8 -.008 • 7 ' -1:183 7 -6.647e-4 7 3.569e-4. 8 -8.365e-4 8 261 N131 max .191 7 -.001 9 -.027 10 6.717e-4 8 2.959e-3 9 2.592e-4 9 262 : .:.' . ' min' ,,, =.754- - 10 '.004 8 .', -1179 , 7 - -1.862e-3 9 -1.102e-3 8 -3.79e-4 8 263 N132 max .194 7 -.117 10 .121 8 -2.699e-2 10 2.405e-3 10 3.204e-4 8 264 *min . '-.748 ' 10 ' -.387 7 -2:242 . 9 ;6.54e-2 7 -4.276e-3 7 -2.05e-4 9 Company : TM Rippey Consulting Engineers . Designer : RPH Job Number : 4359 Envelope Joint Displacements (Continued) DA Platform-UPS Tukwila,Washington Z fin] Ir. Pninfinn Oct 25, 2004 3:26 PM Checked By: RISA-3D Version 5.0b [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 22 F34 Makalt.AS*; • .•••••,.., • • 265 N133 max .094 7 -.011 9 .207 10 3.533e -3 7 3.379e -3 10 1.152e -1 8 266 - . . ., . min -.453 10 -.135 8 -1.25 7 - 2.269e -4 10 - 7.032e -4 7 - 7.932e -3 9 267 N134 max .14 9 -.128 10 .205 8 - 3.724e -2 10 2.899e -3 9 - 1.297e -3 10 268 �a° {$2 ,4a�T ir .• '.,�...€•�..._. :�,.�:n..w min -.517 8 -.259 7 -1.272 9 - 1.135e -1 7 - 1.64e -3 8 - 2.64e -3 7 269 N135 max -.011 10 -.173 9 .219 8 - 2.161e -4 10 1.45e -3 9 1.578e -1 8 270 ; ��. . n'=� min • -.111 7 -.395 8 -2.28 9 - 5.352e -4 7 - 4.697e -4 8 - 6.332e -2 9 271 N136 max .471 9 0 10 .297 8 7.026e -3 8 1.369e -3 10 2.097e -3 8 272 = : ` ' min -.246 '8 0 .:= 7 ` -2.552 9 - 2.024e -2 9 - 1.217e -3 7 9.437e -4 9 273 N137 max .003 9 -.12 10 .127 8 - 2.303e -2 10 2.147e -3 10 1.885e -3 7 274 min -.161 • ' 8 -.283 7 -2.236 9 - 3.782e -2 7 - 5.13e -3 7 7.892e -4 10 275 N138 max .15 7 -.194 10 .242 8 6.845e -4 8 2.707e -3 10 1.092e -1 8 276 min -1.158 10 -.525 7 -2.274 • - 9 1.253e -4 9 - 9.565e -4 7 -6.181e-3 9 277 N139 max .115 7 -.194 10 .238 8 6.813e -4 8 2.707e -3 10 1.092e -1 8 278 min :=:504 * 10 - .525: ' .7 . -2 :275 9 . 1.242e -4 9 - 9.565e -4 7 -6.181e-3 9 279 N140 max .366 9 -.003 7 .155 8 - 2.914e -5 9 4.466e -3 10 9.523e -4 7 280 - _ ' min' -!'-:-',362 $ =.005 .10 -2.199 9 - 5.086e -5 8 3.609e -3 7 3.031e-4 10 281 N141 max .082 7 0 10 -.082 10 - 1.979e -4 10 2.597e -3 10 2.54e -2 9 282 min ' : • -i83-" • : 10 =.002: 7 -:775 7 -2.581e-3 7 - 1.682e -6 7 - 2.12e -2 8 283 N142 max 0 9 0 10 0 10 - 1.051e -3 10 2.638e -3 10 7.166e -3 10 284 ''','` • '• `• 'min' -'? : :: Q ' • • 8 "' 0 :'.-- •7 ; : 0" T - 9.426e -3 7 1.415e -4 7 - 7.221e -4 7 285 N143 max .066 7 0 10 -.077 10 - 3.744e -4 10 2.638e -3 10 7.14e -3 10 286 - ruin -:659 - 10 • , - :003. '•. 7 't-2 709 7 - 4.007e -3 -7: 1.4156=4 • 7 • - 6.98e -4 7 287 N144 max .07 7 .05 7 -.081 10 1.51e -5 10 3.443e -3 10 2.719e -2 9 `288 , • , `' `° ` min . -.755 1 10' ' `:002' '' 10' : ' 7 - 1.302e =3 7 = 3.7096=4 7 - 2.162e -2 8 289 N145 max .079 7 -.007 10 -.083 10 - 3.258e -4 10 1.746e -3 10 2.506e -2 9 .290 . ' min =.877 ' ' "10• '-i'-'-.071. --, 7 . : 7 - 3.02e -3 .7 3.741e-4 7 - 2.232e -2 8 291 N146 max 0 9 0 9 0 7 1.876e -1 7 0 7 3.39e -2 9 '292' •.;ii:i':!nf i `:`r `;.� ., .r '`triin l ;� -' ,�; fl ;.i z � 8 '" *. i .,, .�0��. �g ;:r ,_,.�.>. � :�.0.:... =1 '0 . -1 :9966 -2 10 0 : .:. . 7 - 3.518e -2 8 293 N147 max .04 7 -.029 10 -.191 10 - 2.699e -2 10 0 7 2.677e -2 9 :'294::. , .: , :; ; - 4 : • ' train - . ,;= `:916 - . �1 M: _ " 2.45 - 7:: 1;067 ` =7 . - 7 :438e =2 7 ' +.:0 . - 7 ; - 2.756e -2 8 . 295 N148 max .042 7 .037 7 -.045 8 3.899e -4 7 4.301e -3 10 3.959e -2 10 ;296 ' •.i ;,: ii j`k ;: 0 mr i iiirs 733 }1 ?TO;: M :P00)3St 1 ;i `- .:55u!;':; . ,f9 ' :;t :'.6:818&5 .10 - 1.083e -3• `7 2:444e =2 7= 297 N149 max .018 7 .061 9 - .081 10 4.351e 7 4.371e 10 3.324e - 2 9 .2g8• -, 4WAnmin� - x.:545 -W -MA i;gO09 7 ' • s VA762 {.., 7:,, :Ak' T' _4 , -10 .- 6:4326 =4 'T = 2:4936 - 2 8 299N ,,(( 15 .e 0 � max - .036 7 • .034 9 - .082 10 7.073e - 4 9 5.205e - 3 10 3.992e - 2 9 i ',300: (( r 'YfT.'Y1 `T`�.;'f'l IY y;1:i�, K x tii' .�nlik..a�� '1' Y:1. :819. "�� '! �•t0' . t ^ s „��"�'t ='��.: =� .. 0�•, i''! �. :74.126f4'4.;. . - ; � �1�:682e =4..8' = 2:5846 =4' `.7: - 2:031 a - 2 8 301 N151 max - .051 9 - .002 9 - .043 8 6.808e - 4 7 1.018e - 5 9 1.535e - 2 7 302 - • :'=` - : tx - min` max : . 16 . ` - -.05 - '8 , v'' 9 .•:013.� .003 - =8 ::Y 9 .'x:1 551 -.082 - 9: 10 , 1..396e -4 7.976e -4 10 9 - 7.826e - 4 6.898e -3 8 10 - 2.383e - 2 4.725e -2 10 7 303 N152 ;304" ;v : = '_ :.n irr :' :;::;t!'-::156 ' :H8 ' • - 002 :� -8 ` - 162 °f 7 = 4:6126 =4 .: 8 6 :276e -4. 7-. - 4:518e =3 10 1 N2 max .586 10 6.486 7 2.422 7 0 7 0 7 0 7 ,t2. - . . ., . 'Min - .. - :1:73',•. `7= : •:=2:1.63::10 w : :::: A0 - 0 .. 7 0 :. 7 • 0 7 N4 max .911 8 19.958 7 4.545 7 0 7 0 7 0• 7 �.P� �'� :,,4. r. �a° {$2 ,4a�T ir .• '.,�...€•�..._. :�,.�:n..w -rt- .Cn�; ii41• 1. �Gi': __- .01 _9� 'rr'I . ,:T x..�•6:4.'�#1� :/ :A , :8 L 4 .�...�55 . .. ; l :. .1.0 � . : ;a'^. ':�. 0' =.:.Ji- . 7 .. ;', :..,. �, .,� •i.'. 0 °7 • - a 0 7 5 N13 max 15.649 8• 40.518 8 1.404 9 0 7 0 7 0 7 .. y�6� . 7:.:. , V4„ ; ��. . n'=� ehln. Y i ice �,,,. qq 2 �y : , ':tb .176G•.x?"i � a x": . '�"•• :� ' , i '1 • --. x .. �� .��.. ;ran 11'�. u . ,, 1.'.': ^�Cr. Q':'�'1L � °..: i ::-. :w J. : �� „" -A,. Q' .. 7 N15 max 13.849 s 10.917 7 2.623 9 0 7 0 7 0 7 • s.: j . ~ •.. `t C ,..:.�;�r�1:z �.'�¢�;in.. w . �:Ys: i �.� . �= y : �11>�,�,m:d - .. ��ra�.�:�:. ... ��. i x < •. . � :�:;�� i - . T'�� ...,� :...�._ , - ; , �0 7 9 x(0;.1`. 11 13 • N17 max max f 7� liti max .37 g} 'DPITO -.015 MIL�tI� U .11 8 FED 10 T 8 31.454 SN' 7.948 7.9 L /l 1 .� 1.657 8 MEilla 8 l 8 5.259 2rA : • 3.547 trl fi 2.417 7 Eta: 9 iG1'Yl i 7 0 - •F; � e 44 0 • ---.. . •V.• =• . 0 7 77 �p�� lLG/®ll 7 0 - :r:,ire a : ht . - 0 y ,i , ,5. ^d 1 0 7 :4,7 -'` 7 4,74 7 0 ` <, �`ig.0:.t . 0 :.)f . t f 0 r- ti 1..- r- h'. �,'iH`�' tiktN 't...'-z.,J". ,. j. , f� 410..hu f4s N29 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Displacements (Continued) Envelope Joint Reactions Y rkl Ic MY rk -ft l lc Oct 25, 2004 3:26 PM Checked By: MZ rk -ft lc RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 23 F3 14 min :002 .4:327:. 9 :101a 10 0 ' : •:. 7 0 7 0 15 N31 max .304 8 8.488 8 3.23 9 0 7 0 7 0 7 16:: min =3'12`' .. 117;=A :9 .561, ., 8' a .:."0 7 . . 0 7 0 7 17 N37 max .049 8 -.134 7 1.179 8 0 7 0 7 0 7 ,18�.... •? °;':art:- min '12:1407-'3' •10 :803.: 9 0 7 0 7 0 7 19 N42 max 0 10 11.358 8 0 7 0 7 0 7 0 7 20 •.. • min 0• 9 4.973 9 0 10 0 7 0 7 0 7 21 N44 max .248 8 .811 8 2.422 9 0 7 0 7 0 7 .22 .. ,:.;: ;••...:. min =:151 9. - 2:395 '...035 8 . 0 7 0 7 0 7 23 N105 max 0 9 3.813 7 1.991 7 0 7 0 7 0 7 24: min • -.003 _, , .748 10- - +1.53 . 10 :... 0 7 0 7 0 7 25 N110 max -.001 7 17.324 7 3.12 9 0 7 0 7 0 7 •':26 :: min ' - . -:003 . - -10 :5.391:. •10 , -.244 8 0 . .:. 7 0 7 0 7 . 27 N142 max .002 8 3.817 7 1.08 7 0 7 0 7 0 7 28.' min -.002 • 9 1.227 10 .135 10 0 7 0 7 0 7 29 N146 max 4.317 8 .797 8 0 10 0 7 0 7 0 7 30_r , . : � ,� .. -min 1:535 .: ■:9` >. ;;;.09: .r9. . •, 0 .. :7: 0 7 0 7 . 0 7 31 Totals: max 35.996 111.884 8 34.094 7 .32 MF • � ��:,, = ''...,4'..:: f.i� -') i �i�riin' 7si a -,4 ,.H„ .41"4. �: ) 8 f . . �9�: • :;., t �1 �462tii;.:- h rt�9:.- . • � 1:172'.. � .s'TO' ... ,.. • .. -_ . Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Joint Reactions (Continued) Z fkl Oct 25, 2004 3:26 PM Checked By: RISA -3D Version 5.0b (F:\...12004 Projects14359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 24 F3(4, 1 M1 1 max 6.486 7 2.422 7 .586 10 0 7 0 7 0 7 2 :... 'Y ' • . min 2;163 - 10 - ' ;097 10 -.173 7 0 . 7 0 7 0 7 3 2 max 6.399 7 2.422 7 .586 10 0 7 2.83 10 -.47 10 4 min 2.098 10 .097 10 • -.173 7 0 7 -.837 7 - 11.708 7 5 3 max 1.709 8 .091 10 -.13 7 .003 8 0 7 0 7 6 min -8.683 . '9 -8.252 7 -2:636 10 ' -.002 9 0 7 0 7 7 M2 1 max 19.958 7 4.545 7 .911 8 0 7 0 7 0 7 8 min 5.414' 10 -.355 10 -.014 9 0 7 0 7 0 7 9 2 max 19.842 7 4.545 7 .911 8 0 7 4.404 8 1.715 10 10 min 5.327 10 -.355 10 -':014 9 0 7 -.067 9 - 21.969 7 11 3 max 7.371 8 1.359 10 .053 9 .001 10 0 7 0 7 12 -, min - 13.084 •9 - 17.424 7 -3.494 8 -.003 7 0 7 0 7 13 M3 1 max -3.114 9 4.396 7 2.025 7 .47 7 .458 10 31.49 7 14 min -8.617 .8 -.591 10 -.212 10 .124 10 -8.49 7 11.041 10 15 2 max -2.31 9 .862 8 .722 10 .149 10 5.639 7 -9.23 10 16 min -2:678 8 •' i344 ' 9 .323 7 .135 7 -2.512 10 - 27.136 7 17 3 max .642 8 -1.793 10 .35 8 .017 7 0 9 0 7 18 min -239 9 . -4.947 • 7 -.986 9 0 10 0 8 .0 10 19 M4 1 max -1.802 9 1.269 7 1.74 7 .358 9 .401 10 2.094 10 20 •' ' ,:-:- -. - ` min • = 3.093 8 : -. ; - .793. :. 10 -.066 10 -.025 8 -5.838 7 1.163 7 21 .. 2 max -1.409 10 -.209 10 -.092 8 -.034 8 2.62 9 1.639 9 22' • ' • min ='=1 ::866:-. ,, _.-s ._ = 2 :348' ' .,.,. r:'..239' 9 .085 • 9 -.357 8 -.408 8 23 3 max -1.321 10 -1.415 9 .298 8 .058 8 .945 8 31.412 7 24: . .. . . ; {;,_: ';',";:7,',1. :: :,. ,;-i::; min = 5:378. 7 . 2:872 ':: .; :8::::-1:071 ..,9 ' .:: '- ':261 '9 -3.365 9 8.532 10 25 M5 1 max .003 9 .401 8 .096 10 0 8 0 7 0 9 :26'''' r......1ri; : - min' Y-,..,:4g , . g• . g::= :'183`?:'' .9 = - .= :045';: ,7:... :0 :g .:0 7 0 8 27 2 max .003 • 9 .124 10 .096 10 0 8 .344 10 .807 9 28:� .. ° "' - : .^'.r ' 'w' min's!. 241' ...8; :- :369 7•• ': - 7 0 '9 -.249 7 -1.003 8 29 3 max .422 10 .406 7 .096 10 0 10 .688 10 .732 9 30' ;:•,,', :G�' --M ` ;ay -, min "I=t1'5:6 '-' 7 •= .`.r:'4.43: '; 10 =:17 =- 7. : :t002 .:7 :778 7 _ .. • .362 8 31 M6 1 max 1.645 7 .007 7 0 7 .002 7 0 7 0 7 ;4'4 r= '4., ; -:z- n -; ;; 'mini = 042?; 40: • X5:006` :' :; � w ,: '?r. R °1 :0 ; 10 0 .. 7 ' 0 7 33 2 max 1.637 7 0 7 0 7 .002 7 0 7 -.004 9 min =1' :048'•.1'0 =0:_. . ;7 :, 0,.:-: _ .7.. a;0'. 10 : 7 .005 7 35 3 max 1.63 7 -.006 9 0 7 .002 7 0 7 0 7 '36 - .:.:•.5 s41'," ;s; '•',:, :':: :' ',.i `min •• >= 1.053': X10: <:: = :007.,, :. : . 7 . Os:. : 7 . 0..;. 10 0 7 0 7 37 M7 1 max 9.358 8 .007 7 0 7 .003 7 0 7 0 7 38'' :, s , , •,.:. min 1.055 :'.: ;9 . :.4,X006 ;.. • ...9 0 .: '7 • .002 10 0 . 7 0 7 39 2 max 9.35 8 0 7 0 7 .003 7 0 7 -.004 9 40 w : .r Y� s:' { .« 04 1;if ? min l 1 051x:: '. --: ;.s i Q - - T : �: - ' : �0' r•. :_,.7 � '4' 002:'• 10 0 . 7 • . -.005 ' 7 41 3 max 9.343 8 -.006 9 0 7 .003 7 0 7 0 7 42 �:.:.�.:::.��• . ; ��. � - •t� '� .. ..- min. ; x;1'-:044'.::. • 9 :�; .: _0 7`a. ... 0 '' -s. 0;:_::,. :.'` •7 <� :002 10 -0. 7 0 7 . 43 M8 1 max 2.864 8 .007 7 0 7 0 9 0 7 0 7 44, 4. , ,�'', '..:' .; :.. . .,. min - z. ' ;035' , r ' - � 9_ ' : 006��'�� '9 �w'':r0'� -- .".:511:r4:.'': ... `::.' � ?` '0 . .. 8 0 7 0 7 45 2 max 2.856 8 0 7 0 7 0 9 0 7 -.004 9 46: .,.... ;.',,: ,, :. • .. 4' ' min ',= .03N ':'.•..,:0:'.. '.:7; _ ; '0 -..: 7;' ...'0... 8,. 0 :7- ..... '.005 7 47 3 max 2.849 8 -.006 9 0 7 0 9 0 7 0 7. 7 �,,-48.' ,,-48.' .,.1 r�:�.�.�... E '' , g:1 '0,,'� ir{��:U {'4..:6 ,r.,..r.r. ,r . -��, iliin , q.` ,r=�024.a•: g :.; ` ;,- " ::4 , ;:' . � :'- :047Y: - a .,r-';-!4" . .,0; -•:� . =7�� - t•0 ~'�, :: ^'.w' ... .8 ; 0 .. • 7`, ,i:^.0 ... . - 49 M9 1 max 5.047 7 .007 7 0 7 0 7 0 7 0 7 X50• .; • : tip ";,,, # r *;;; a :r�.- r}r�4 - min xii-- 769`x; 40: , :k,: ;:006'',`- ; 9 :1. ; '0..:•;--:, -,7 . :0 .. 10 .' 0 '.. ,:7 4 0 7 51 2 max 5.04 7 0 7 0 7 0 7 0 7 - .004 - .. 9 : •L ,, , ,52�; _ : i era '�..tit aw.y ...•_, � {. I '�. , A- MAO?: • inin`'�i� ,'• , ;' �!+.S � 774. ;1;0i : , :.: , : , f.' ,.:1:N .,:.. 0 .�;. , 7:. ' ' °7.!: tom: �.. d'�'�'��.;. 10 ��: 0 ..:.7... �... . .005 - ' 7 53 3 max 5.032 7 -.006 9 0 7 0 7 0 7 0 7 .,;,. ,::1',4•'-'1 .: =:•�4a • '�� min"'!M= :78':` .r :it_;OOT;;; : _.;7: ; .: .;,:., .0:;... 40 ,,: -_ 10 - J f 0" • 7' ' 0 Y 7 55 M10 1 max 19.384 8 1.399 9 0 7 0 9 0 7 0 9 '56:, ;:. "Vi4s ;at -;: �; -;� 7;r;,. ' min ' T:49$`' ' 9 •' . - ;- ';588: ..t ' $:- ::ice -", F� 0'. . 10 ',; 0 -,•.41 `8 .. '0- .... '7. , 0" .. • 8 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces sstsrnlc. t-o AC> c t.1 Ai S ember Sec Axialfkl Ic v Shearfkl Ic z Shear fkl Ic Torauefk... Ic v -v Mom•,. Ic z -z Momentfk- RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 1 Oct 25, 2004 3:42 PM Checked By: 57 2 max 19.296 8 1.399 9 0 7 0 9 0 7 2.84 8 58 min -1.564 9 -.588 8 0 10 0 8 -.003 10 -6.764 9 59 3 max 16.475 10 2.253 8 0 7 .001 9 0 7 0 7 60 min 5.011 7 -5.365 9 0 10 -.006 8 0 7 0 7 61 M11 1 max 10.127 7 2.627 9 .158 8 0 8 0 7 0 9 62 min - 15.779 10 -.012 8 .002 9 -.001 9 0 7 0 8 63 2 max 10.04 7 2.627 9 .158 8 0 8 .761 8 .058 8 64 . - min - 15:845 10 -.012 8 .002 9 -.001 9 .007 9 - 12.697 9 65 3 max 5.081 7 -1.472 8 -.184 9 .001 8 0 7 0 7 66 .:: : min - 15.308 10 - 10.618 9 -1.719 8 0 9 0 7 0 • 7 67 M12 1 max 31.454 8 5.259 7 .37 8 0 7 0 7 0 7 68 min 12.471 ' 9' -.452 10 •'.09 9 0 7 • 0 7 0 7 69 2 max 31.338 8 5.259 7 .37 8 0 7 1.786 8 2.183 10 70 • min 12:384 9 =.452 ',' 10 .09 9 0 7 .436 9 - 25.417 7 71 3 max 11.31 7 1.731 10 -.345 9 .003 9 0 7 0 7 72 ;: , .: - : : < - : : min ' 4239' 10 :=-- 20:16 7 -1.421 8 =.003 8 0 7 0 7 73 M13 1 max 7.948 8 3.547 9 -.015 10 0 7 0 7 0 7 74 ;. ::::° min .`2 :976 9• •• :192 8 -.331 7 0 7- 0 7 0 7 75 2 max 7.861 8 3.547 9 -.015 10 0 7 -.071 10 -.93 8 76 .; s _ , -, : : ;, ...,.:. min ':2:91: ' '' '-':192 . ." 8.' =:331 •: 7 0 7 -1.6 '. .7 - 17.147 9 77 3 max 5.985 8 -.739 8 1.264 7 .002 7 0 7 0 7 78 - min 2.362 =13:6 • •� "9 -:06'' 10 - • 10 0 • 0 7 79 M14 1 max 10.882 10 5.984 7 3.848 7 .� 7 2.966 42.267 8 80 min = 5.31'• 7 . 1 :701 : 10 '= :787 10 .119 . 10 - 14.889 7 •17.223 9 81 2 max 14.602 8 .05 10 2.279 9 .242 10 9.331 7 - 19.817 10 • - " ;• .•; :::.: >';; :: -: :•: ;,: ; •'•,•::•::: ,:••• min ;:':663' :. 9 ::--- :496:;;:: 7..• :: ,, : °�: 8 .082 ,.7.: - 3.823 10 - 47.001 7 83 3 max -.35 10 -2.508 9 -.129 8 -.351 10 -1.43 8 2.03 7 84. •. = 7 . .= . '::: min = 2:962' - 7`' -6 :026 = - • 8: :: -4:96 ' '9 -:581 :-7 - 16.611 9 .795 10 85 M15 1 max 13.458 10 .306 7 -.049 10 .001 10 .81 8 .123 7 :$6= ; ==<� �, � _, ,,,., . � 1 �. ,a ,;T�,�; :: .��:.- min �_ 544 � ° : . , :'� �'j7r .. .. : :10 ' _ , a. :.. 1.25 � •, .. :7.' =:015 � 7 . :134 • 9 . -3.337 10 87 2 max 13.405 10 -.008 9 -.049 10 .001 10 .619 10 .155 10 88 - . • `w: • =:'., min •=;544'; ::•7 -1 :1 .8 .- =:176 • .7 -.015 '; : 7. -.387 7 -.434 7 89 3 max 13.316 10 -.154 9 -.049 10 .001 10 .444 10 4.948 8 90 " , .. j; , 1<<;` .r> .. mrn' ',4 ;544t ' 7: fa:_1�:568`= :.8, +` -:262 ; 7 - :01'5 = :: ::7 -1 :227 :7 153 9 91 M16 1 max 11.334 8 .007 7 0 7 .002 7 • 0 7 0 7 92 � . -C "J J'.• - -� s , . 2 - j - s�f. _ min : ! .4 � 4:1 Y M >(., ...� 006:,,.1, • �. li41 9::r 4 . F C O �?- jy ::.7, : .:001 ` 10' 0 7 : 0 7 93 2 max 11.326 8 0 7 0 7 .002 7 0 7 -.004 9 94' - . ' V : , ";:.= �: � -' rriin :24::40 �9'; - , ;' 0; : =;� 7.; , . ,0 . 7 : ':001 10 0 7 ::005 7 95 3 max 11.319 8 -.006 9 0 7 .002 7 0 7 0 7 96 a N ` .. min '. 4:099'`' '9 ';;:=:0.07. x= ' -7:'. :�1';0 - . ~: 7' X001 • 10 0.. 7 .. 0 7 97 M17 1 max .594 8 .007 7 0 7 .003 9 0 7 0 7 , 98 V:::.;'''- . - '::'�• Min e :t'' ::1'01` .9 '_µ' `:006•_ .- :9: . , . :0. . 7 0 g ; 0 ... 7 0 7 99 2 max .586 8 0 7 0 7 .003 9 0 7 -.004 9 100 ; . . ;.,, ,:; :' . -. - :' min •: x:1'O6 -. • g ... = '0• =: ..:7. .... -0:� ' 7 " 0 8 0 7 -.005 7 101 3 max .579 8 -.006 9 0 7 .003 9 0 7 0 7 102 .. , • �<v=i4 'L= • min . - ::112 =:. ''9 =' ... : .007.: .`0 _ .- .7'. :: 0 8 0 7 0 7 103 M18 1 max 8.801 8 .007 7 0 7 0 8 0 7 0 7 '104: • , :17 ...:�_ . . min �3494=�� , :9�:;�ti.::006......•;?' - .g'. • .: - r 0 <;,: .:7' - , = - .001 . .. 9 ... 0 7 . • 0 7 105 2 max 8.794 8 0 7 0 7 0 8 0 7 -.004 9 106 .. a{. , . . ;. . ..:5:.`A-':';: :: s s.L min ;. 3.4$$ - �:�: - , 9 �:F;, , :,., ;0�� .�;.; �7; . ' r:� 0�'�' �. :7 .; . =:001 9 1 0 .. 7. ' .005 7 107 3 max 8.787 8 -.006 9 0 7 0 8 0 7 0 7 '108 " ,=;, ... r y vvrn �t� � .' mIn max :1F 3:4 2.263 �9.. 7 'Sl - 007�� . t' ' : .. _ .007 - r`; - " - <' 0° 0 7 7 t ., • :001 -.001 � 9� 9 �0� 0 7•: 7 .. '7: 0 7• 7 109 M19 1 1 1.:T �N• V -. y 1 - . . -:� �c .. I :sr i in 1Srl rx:t.1 Y" � I• :r0" ..11gb � ' P 006=` ,v i E i Y.�0: : = 7's . :i . t ♦ .x.}}. 004 • 1 . j • ; i 8 a•. :; ft :3 ::0 ?. 7 .t.� Y:.. 1M1 :a -..7 . .. '�! p., „ : : . ,7 111 2 max 2.256 ! 0 7 0 7 -.001 9 0 ri rd ti+ -.004 rn ti ti - S • •'�} >�� 113 �1�` y t/ �� y ,';.�'�•�+' • 0: ^� >. 1•' Y f.Ol.V 7 i' J �ii•In . � V1�0� M t,�:�.�.r A y :3 �1:� ' ��...`.� r�;� 1• -7 =: - f ' ` x004'i 2 � • y � 8�A : 7. •• ' 0�` ic� :4: - �'�t� 05 '• .: =. • , 3 max 2.248 -.006 9 0 7 -.001 9 0 0 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) RISA -3D Version 5.0b (F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwiia (TMR).r3d] ',r'"5,'•.i �' 7� :��«fiii.�?i?1.'e�.%:lS�� *qf ^�: Oct 25, 2004 3:42 PM Checked By: z z M ftl 7-7 Page 2 F: 81E3 z w QQ : � j O U 0 N 0 J = I- 2 w w 0 2 � co = a w z � I- 0 Z I- w • w U O D- O I-- W H -- U. O w Z U ( I ) 0 ▪ H O z 114 min - .1 10 -.007 7 0 7 -.004 8 0 7 0 115 M20 1 max 1.657 8 2.417 7 .11 8 0 7 0 7 0 116 min -3;327 9 .101 10 -.002 9 0 7 0 7 0 117 2 max 1.569 8 2.417 7 .11 8 0 7 .529 8 -.486 118 min - 3.392 9 :101 10 -.002 9 0 7 -.008 9 - 11.684 119 3 max 8.708 7 -.387 10 .005 9 -.01 9 0 7 0 120 min .928 '10 -9.271 7 =.425 8 -.014 8 0 ` 7 0 121 M21 1 max 8.488 8 3.23 9 .304 8 0 7 0 7 0 122 min '.117 9 =.561 8 -.312 9 0 7 0 7 0 ti 123 2 max 8.401 8 3.23 9 .304 8 0 7 1.471 8 2.713 124 min .051 9 -.561 8 -.312 9 0 7 -1.51 9 -15.61 125 3 max 15.15 7 2.152 8 1.197 9 0 10 0 7 0 126' min ''.391 10 - 12.381 9 -1.167 8 -.003 7 0 7 0 127 M22 1 max .763 8 .007 7 0 7 .013 7 0 7 0 128 min -.004 9• .006 9 0 7 .004 10 0 7 0 129 2 max .756 8 0 7 0 7 .013 7 0 7 -.004 130 min -.01: ' 9 .0 7 0 7 .004 10 0 7 -.005 131 3 max .749 8 -.006 9 0 7 .013 7 0 7 0 7 132 ' min - :01 " 9 - • * -.007 7 0 7 .004 10 0 7 0 7 133 M23 1 max 3.586 7 .007 7 0 7 0 7 0 7 0 7 134 .-• '' min ::414 -: " 10 '.006 t •• 9• 2 0 7 -.001 10 0 7 0 7 135 2 max 3.579 7 0 7 0 7 0 7 0 7 -.004 9 136 min • =:409; . 10 : 0 :::,' ";:7 .. " °0 • 7 -.001 10 0 7 -.005 7 137 3 max 3.571 7 -.006 9 0 7 0 7 0 7 0 7 138 � " :, .... � . . ,. .... ,. , ..4Q3�.�. 10 .. ::::007.:::. 4. :. .. 0 .. 7 " '-:001 '� {. T . 0 7 139 M24 1 max -.134 7 1.179 8 .049 8 0 7 0 7 0 7 140 • ._ :... °, .. . r: min -1:477 10 • :803:.x:.. - "..:407:. . ... 0 .,.: '7.• 0 7 q 7 141 2 max -.221 7 1.179 8 .049 8 0 7 .235 8 -3.88 9 142 ' '; 7,i,4 _ ' , ; ; ? ? A D . " . ' • . -% min , = 1 1 • . _ •:803'- i • • • - "9. .. - :407 • 9 0 . 7•- ?;-1.967 9 -5.696 8 143 3 max 6.871 8 .115 8 3.128 7 .011 9 0 7 0 7 . 144-. T.:."-- ;;> .:, -_ • ` . ".. '-.F min -2:64 ` 1`` °9'. '' '` -2 3'': _ 3 9' - :1:907' 10' -:003 ° 8 .. . . . 0 7 • 0 7 145 M25 1 max 3.277 8 .007 7 0 7 .002 " 9 0 7 0 7 146 .'i' : : ,Sr '. : : : � , . . >rd:4 s,imin ' ?r 669'5= '9 '' X3=:006 :• .,: `9":.. "_.:0 t;..'. :7 ` • - :001• '8; •= ',`:"0 7 .., .. "0 7 147 2 max 3.27 8 0 7 0 7 .002 9 0 7 -.004 9 148 .. . . _ • ..... min : :':664 : „ '9- . •0:" 7. " -0. 7 :001 , 8 : 7 -.005 7 149 3 max 3.262 8 -.006 9 0 7 .002 9 0 7 0 7 150 ` ..,.... ; ; ;, • min ... :658': .. ;9 ,.: -:007. _ , 7 :::0 7 -.001 8 0 7 0 7 151 M26 1 max 2.141 9 .007 7 0 7 .007 8 0 7 0 7 .152 " . - .. .... • : ;; r,•,; min ' -1 -.445 = '..8' • ``?x ::006 •" 9 : 0 :- .: 7 -.016 9 ' 0 7 0 7 153 2 max 2.135 9 0 7 0 7 .007 8 0 7 -.004 9 154 .._ .:;' •.... `: min .- 1:452; :.:8 • :.: : -'' i ;,0;' , ;•' ;- - 7 - .' :0 • , 7- 1 . , :.016 . .. 9 ... ":0 7 :005 7 155 3 max 2.13 9 -.006 9 0 7 .007 8 0 7 0 7 156' ''';'.,..i,':•-•::'''''',":' : : - - : 4 ': min ' " • :-8. : 1_.007•` • 7 ''' :7 : r:-;.016": 7 0 7 157 M27 1 max 11.358 8 0 7 0 7 0 7 0 7 0 7 158 ::., ::. :::::; min " 4.973:' 0.. :.,.: '7 ;::'' q::':' 7 Q 7 0 . , :7• . 0 7 159 2 max 11.271 8 0 7 0 7 0 7 0 7 0 7 •160. ' . -... 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". . , , ::y,:.' ° _�i' . min - 2:461 9;: s: :0 :' . 8 1.1:51 : °iu - .58 :9' ...:0'., IC . ,7.: - :731 :9` .. -1"1 :708 9 167 3 max 8.639 7 .136 8 9 .004 8 0 7 0 7 . 168;` ,, :..... :,' : =4. :: min ' :1'433 "` 10 9 284 r = 9" = :948 ',:i;8"'"'`:400.3•' .. .10 r :;;N::7 0 .•.: 7 169 M29 1 max 1.04 9 .007 7 0 7 .005 9 0 7 0 7 .170.::;,. .,, l':.,',4' ':.•.k"1:'' -;:' :: min` . = 68`4 =`> '`8 ::`, T 006 : *. g Q;. ,::•` .7. `. $" q .... ,.1.. Q 7 Company : TM Rippey Consulting Engineers . Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) Member Sec Axialfkl Ic v Shearfkl Ic z Shear[kl Ic Torouefk... Ic v -v Mom... Ic z -z Momentfk -ftl Ic RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] • Oct 25, 2004 3:42 PM Checked By: Page 3 1` 171 2 max 1.034 9 0 i 6 .666 6 O 7 - .0 04 172 • ' • min - 1.692 . 8 '. 0 • • 7 • - 0 • 7 0 • 8 0 7 -.005 7 173 3 max 1.029 9 -.006 9 0 7 .005 9 0 7 0 7 174 . • min -1.699 8 • -.007 7 0 7 0 8 0 7 0 7 175 M30 1 max .805 9 .613 8 .135 8 .002 9 3.054 9 .133 10 176 - • '' - min - '.101 8 -.058 9 -.779 9 0 8 -.383 8 -.112 7 177 2 max .805 9 .294 8 .135 8 .002 9 .2 7 .439 9 178 • • ., min :045 8 . -.162 9 -.832 9 0 - 8 .098 10 -1.834 8 179 3 max 1.186 8 .457 9 .135 8 0 8 .586 8 -.027 9 180 . ",:':.:..", • min '':..073 ' 9 -11232 ' • 8 -.885 9 0 9 -2.9 9 -.069 8 181 M31 1 max .253 10 .971 8 -.657 9 -.045 9 5.059 7 5.171 7 182 . min -10:161. •7 -8.758 9 -.737 8 -.281 8 .289 10 -.105 10 183 2 max 1.092 8 1.05 9 1.003 10 .122 8 .532 10 -.347 10 184 • ;' '':-.-::: :',.. min •::.:636: -9 • .2.032 '8• ' ,. :403 7 .046 9 -1.389 7 -6.373 7 185 3 max 10.949 7 .359 8 -.036 9 -.007 9 .014 8 -.301 10 186 • • .• I. .: • .,... ...' .- ; :: Min ::'' 10 ' '-7.075 - . 9: -..198 8 -.191 8 .01 9 -6.027 7 187 M32 1 max 1.827 10 3.102 8 -.67 9 -.007 9 5.441 7 10.976 •188 .. :.' • . ::'':.., ''..1:. ' Min •-20.478 7 - :16.906: 9 '''-:92 8 -.485 8 :17 10 -.733 10 189 2 max -2.305 10 3.029 8 4.298 8 1.162 8 13.69 10 18.668 7 190 • ' '-''''''' • !t." ,. . -, min =15:096 7.. ' A0:544 :- 7 • -1.942 9 -.44. 9 -7.226 7 6.958 10 191 3 max 14.473 9 .542 10 1.341 10 .333 8 5.043 10 1.328 8 192 • . , . ' ... --.":... . min ::2:28.. ::=151054 '7 :,'''.028 .. 7 :138 9 -1.542 7 -7.873 9 193 M33 1 max .045 7 .183 9 .003 9 0 9 0 7 .002 10 194 - :: •:, .:, '-'''- ‘ ' min : 10 • - =:401•'.?' ."•i'' • 13 F.:-.003 8 0 ' 7 -.001 7 195 2 max 1.849 7 2.438 7 .081 8 .263 8 .022 9 .946 9 196 ' ... • . .,. s: ','.: min :=::‘,368 -'. 10 i. =.34 .-. 10 :... 012 9 -.018 9 =.843 8 -3.778 8 197 3 max 5.246 9 • 1.258 8 .275 8 .257 8 .817 8 .585 8 198 ' ''; :"." -. ' min .42 "8 , . .-5.524:':: " ' 'i:012 '9 -.017 9 •:132 ' 9 -1.39 9 199 M34 1 max -3.385 9 .634 7 -.035 7 .002 7 0 7 0 9 200 :- .: ';:•:.ij.. Min it=7;451-% IV... A04: !-=:342 • 10 -.048 ' .10 ' .0 :: .:•:".7 : • 0 . 201 2 max -4.375 9 -1.435 9 .049 9 .083 10 -.116 9 10.198 7 202' i'-i..r t Miii4g7;451g8:=.: F;F:'43ACig , ;8:".: :: ' ': •••:-'f001 :i:7';. =2:926 '8 • '' .; 4.713 10 203 3 max 1.015 7 .-1.754 7 1.144 7 0 9 0 9 0 9 204' 4.:?-`_;:fit., /:k.*:Y;i4V. r iiiii: 3837'15; "la: V :: 1'0 '7 ' 8 ': , ..:':".11,) :..f:: , :8 : ' • ,' 0 8 205 M35 1 max 18.472 8 3.198 7 -.12 8 .221 9 0 7 0 7 206' ;4';',:.::4;•''ggi,:ei 'MOM*. fiiih: igar824 6 239..':' ' ',. 57• .'' - , 0 . 10 207 2 max .603 10 -.323 9 .419 9 .227 10 2.162 8 -7.763 9 208..: . l's,;: ':. min g'4628 1:;',T;' '." ''' ' ' =119 7 =2.695 '9 -17.111 8 209 3 max .603 10 -1.243 9 .246 7 .444 8 0 8 0 8 216': ::i:'; , ' - X2AV..:W4: nig *WO i'i74'4%.;,V;3T531P: ( 8' , K"::t;181'.;%10 - ''' ''9''. ' - 9 .' • - - '' 0 ::' 9 211 M36 1 max 2.439 9 2.471 7 -.116 9 .001 10 0 7 0 8 212 :: , .-7". , "..M: , f..- -, ,,: , ..:t.-.:::;-.,:::-;.*:::: Min 2'1 t` 'F. ' "':'''''4:076: :1V it;:: . ' ''. 412 -; •7:' '.i 0 :,•." '7 ''.::' ,• 0 . • 9 213 2 max .234 10 -.028 7 .219 10 .021 10 -.145 7 -5.054 9 214: '''' ''':' • .:' ... Min ' :7:.= - .-:112:.'''''' 10' :•:•'.206 ' 7 . :•-.021 ' 7 4.469: 10 ' -12.431 8 215 3 max .234 10 -.909 9 .231 8 .011 7 0 9 0 7 216 , .• - r ,,'• • .-.- min :::,823'.' 7 • ... -2.432. S8 • 097 :. 9 -.006 10 0 8 0 10 217 M37 1 max -1.761 9 3.655 7 .045 7 .009 7 0 7 0 9 218' ,:.:.::‘!::n .:.),Ir. 'MIR 516242 Er. '134:39Tiz l'a , .:',.-544.: 10 , ::=.079•: • 10= .. - 0 ,'..' -... .7 ' l. '.: • 8 219 2 max -4.706 9 -.514 9 .267 8 .065 8 .137 9 -8.668 10 .220' '42:5:',i4:4 : iiiifil&ilatt 4f. 1.?"464*: . 443 . ' .1'4'::":058'1 ' '': •-• 7.4 , =2:564 :13'.4.- -'.=21:949 . 7 221 - 3 max -5.219 10 -1.736 9 .017 10 .002 9 0 7 0 8 222'. :!1•5i.. t'';4;'...*;.,i'4'...W0k 6 481101;x . t4i' 5 , i - 77 , :' ' = ' :F.i -.. 10 ' ::- '::' 0 . ', . 9 223 M38 1 max .326 7 3.357 7 .028 7 .024 9 0 7 0 7 224 ., ' , :ii:?:aVit4": ' MR iigiV25c's,CifP:ig.f 1*fiY 'i:ti ' 10' .:4' ,..;: .:gz ,i - 7, , ' .):' ::` '..'; 10 225 2 max 19.779 8 - .463 9 .059 9 .282 10 .026 10 - 7.881 9 'i.226:*. Zi.:t41::, lXitigirlitt fn ii A1142V iiff,, a '74 "1.q11.15k1 ',V , '!4V - 419:636 .•'..,. 8 227 3 max 19.779 8 -1.378 9 .127 8 .284 8 0 7 0 8 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope Member Section Forces (Continued) Member RISA Version 5.0b [F:\. ..2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] v-v RAnm Oct 25, 2004 3:42 PM Checked By: Page 4 F4t 228 min 5.757 9 -3.494 8 .07 9 .004 9 0 10 0 9 229 M39 1 max 1.255 9 2.625 7 .036 9 .003 9 0 7 0 9 230 . ' min .289 " • 8 .897 10 -371 8 -.01 8 0 7 0 8 231 2 max .416 9 -.199 9 .175 8 .019 8 .115 7 -5.014 10 232 min 289 •8 -.546 8 -.075 7 -.007 7 -1.325 10 - 14.453 7 233 3 max .291 10 -.99 9 .266 7 .025 7 0 7 0 10 234 min -.692 7 -2.824 8 -.211 10 -.043 10 0 10 0 7 235 M40 1 max .749 7 2.628 7 .051 7 .005 7 0 7 0 8 236 min -:401 10 .926 10 -.362 10 -.011 10 0 7 0 9 237 2 max .357 7 -.251 9 .164 10 .017 10 .057 9 -5.263 10 238 min - :401' 10 -.63 8 -:103 7 -.01 7 -1.335 8 - 14.722 7 239 3 max -.29 7 -.978 9 .136 7 .013 7 0 7 0 9 240 ' ' m i n •-.401` . '1 - -2.793 8 : =.224 10 -.043 10 0 10 0 8 241 M41 1 max 1.868 9 2.881 7 .053 7 .005 7 0 7 0 8 242 ' min :04 .8 • 1.052 10 -.372 10 " -.009 ... 10 0 7 • 0 9 243 2 max .814 9 -.306 9 .185 10 .02 10 .054 9 -6.112 10 244 min .04 8 -.742 8 -.108 7 -.01 7 -1.284 8 -16.29 7 245 3 max .08 10 -1.158 9 .146 7 .014 7 0 7 0 9 246: ' ' ''' '' min -:;599.' ' 7 -3:085 8 .. -.172 10 -.04 10 0 10 0 8 247 M42 1 max -.441 7 .322 7 .107 7 0 10 0 7 0 8 248 min - .539•.. 10 .105 .• 10 :. •0 . 8 0 • 7 0 7 0 9 249 2 max -.441 7 .003 7 .001 7 0 10 .255 7 -.223 10 250 : ' ' min = ,649 10 0 10 "' :' 0.-. ' ' 8 ` 0 7 0 8 -.709 7 251 3 max -.441 7 -.104 9 0 8 0 10 0 7 0 8 252 min - :764 10 = -.317 8 -,11 ' 9 0 7 0 7 0 9 253 M43 1 max 1.442 9 .228 7 .098 7 0 10 0 7 0 8 254 • �- ,a» .:�� , = 1;9Q6� '8 -... :08•. .'1 :,. 0) 8 -.001 7 0 7 0 9 255 2 max 1.442 9 .105 7 0 7 0 10 .23 7 -.178 10 256 ' ::..._., • 4a.;�_ 4 : 7, = ruin '- 2 : :8:" : ;.:•:.10 •,:•10 7 -.001 -7 .0 8 -.537 7 257 3 max 1.442 9 -.091 9 0 8 0 10 0 7 0 8 258:: • ' � ..,, : • �_. « r's: <. � f � �: r_��5� train f ti = �2a1,'f��. • „8 -� -:�;� y. � ..q ,f 2 7 �� °�: ° :098 : � - F . 9' -.001 ° 7: - 0 =7. ..... 0 9 259 M44 1 max 1.35 9 .315 7 .213 7 .002 8 0 7 0 9 260'. ....f...,. '� ..1C:wa4K. gTi'i min : :',1 +;' x163 -c ;;8 •4, +-i 4 169'=`L: �'_9 ::: ,.:t 0 " - : - .8. ::0 ._ ._ •.9 ;,0 . 7 : :. . 0 8 261 2 max 1.35 9 -.008 9 0 8 .002 8 .135 7 -.176 9 262•. .. .. ''r : . = :; • •,7;.M::' }A m'in .f.1383t :8;; ":..- 029 :";:' ,7... ' - :005....9 :0 . 9 0 . • ... .325 8 263 3 max 1.35 9 -.103 9 0 8 .002 8 0 7 0 9 264 min '1:459 ' ::8 , '•"y • - '.21:.;.. .7::.: = :078 :.9.: 0 9 . 0 7 - 0 8 265 M45 1 max -.196 8 .23 7 .19 7 0 8 0 7 0 9 266: "' . t min 505 rv ' • 9` 107> 9 .. '.: 0. .. g -0 9 0 7 . 0 . 8 267 2 max -.398 8 -.005 7 0 8 0 8 .11 7 -.126 9 268 . , :...... , ',.,.: ; .. - min ' •'•.: :91'; -- . . . = :009:'. '9 .. . :0 • , g ::0 , .: • .8 :1 . -.338. 8 269 • 3 max -.416 7 -.075 9 0 8 0 8 0 7 0 9 270•::. , _ > > , . = t•. min = 542' '10 . .205 . ••'- '.7 -.063 ' 9 0 9 0 7 0 •. 8 271 M46 1 max 1.581 9 .671 7 1.157 7 .002 7 0 7 0 8 272 min '== "f488` ` 8' :. ;326: '.. :9' .: - :, 0 8 0 - 10 0 7 0 9 273 2 max 1.581 9 -.229 9 0 8 .002 7 .395 7 -.658 10 274' ,' jar ,: min 's := ''1:787': 8. ' - 47874•' - 7. • 7 , ' 0 10 0 8 -1.328 7 275 3 max 1.581 9 -.321 9 0 8 .002 7 0 7 0 8 276'' , . • '�:._ -� ,:. „�., ....��. ,. .:,. ,'.. rfiin •F- 1:823'f a ' : �$a �. b = ::�= .3:.::627�� 7�; _ ,173'';;:•7`:. ' - ' :10 0 7 •• • - 0 .. 9 277 M47 1 max .876 7 .784 7 1.182 9 .001 8 0 7 0 8 278: . : : � :, . .. . �., ,,� � /::7. ... ' } : ��,:: w w .. .r min ��1�:474 � 10. ti ,. - �:38;.,:;�.:'. . .:,E:...; �0:� ; � =:005' �8 .0�, . , ..... g ,,;:, p: • 7 . .,. , •. 0 .: 9 279 2 max .881 7 -.228 9 0 10 .001 8 .421 9 -.758 10 X280» ,%Vc F' -A-=; st ' ;;jf' , in 21797' �101k Z437af 't -139 ;:s 7 ' "':::'4-•`...v... ,9 :002 . '8 • - 1.538 7 281 3 max .882 7 -.354 9 0 10 .001 8 0 9 0 8 f Q ' 2$2�• � \v7 � . � • ; M.. � f� �f•}s: ,�� Y �.� ., <_ : ;x min �� 2:841 ". � ',1.6 �., ;YYe i , � W �� ;15 ' , . � ' , f a � .., ' r �8�.$•(` , 7.. : _ r'. ., s:;+ .. • c;• • r o l . h. � • "8 0 " 9 283 M48 1 max 1.408 9 .293 8 .196 7 0 9 0 7 0 8 "284 •.1 . r•. . , - . r:. r. ° -i fir^ 41J.: ; SF: 4i -�.� ". � � :':�:�r: tri' ��; a. fm 079��- ..:� &• ,:k t7.14740.:* �;�.. . .l' ' t �.. � , ;;wr .,0-Y ,$,. -:003 '.i h 8 " . . %: {'. ", .. ... ,, :7.: i. ' - .. , ; ^MO "' 9 Company : TM Rippey Consulting Engineers , Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) e Oct 25, 2004 3:42 PM Checked By: Axialfkl Ic v Shearrkl Ic z Shearrkl Ic Tor auerk.. Ic v -v Mom... Ic z -z Momentrk- RISA -3D Version 5.0b [F: \...12004 Projects \4359 UPS - Tukwila \4359 - UPSTukwiia (TMR).r3d] • Page 5 285 max 1.408 .. -.041 • 10 _.............. .. ._ . . _ .. .•.....,, . .143 ..., - ,v,... , , ia IS -.192 I L 10 286 min -.281 8' - -.093 7 -;:. -;.004 7 -.003 8 0 8 -.358 7 287 3 max 1.408 9 -.113 10 0 8 0 9 0 7 0 8 288 . min -.363 8 : ; .9 : 7 -.083 7 -.003 8 0 7 0 9 289 M49 1 max 1.168 7 .171 7 .068 9 0 9 0 7 0 8 290 '. •:::::: '''';;',:‘-. :' ' min 683 • 10 :062 • 9 0 8 0 8 0 7 0 9 291 2 max 1.168 7 .014 7 .006 9 0 9 .115 9 -.109 10 292 min -1.747 10 • .006 - 9 0 8 0 8 0 8 -.316 7 293 3 max 1.167 7 -.112 9 0 10 0 9 0 9 0 8 294 min -1.839 10 -.254 7 -.082 7 0 8 0 8 0 9 295 M50 1 max .641 9 .287 7 1.06 7 .002 7 0 7 0 8 296 min -.517 8 ' .114 9 0 8 0 10 0 7 0 9 297 2 max .641 9 .026 10 0 8 .002 7 .628 7 -.216 10 298 • ' •..; , . min -1.798 .8 . ...007 7 -.218 7 0 10 0 8 -.51 7 299 3 max .641 9 -.544 9 0 8 .002 7 0 7 0 8 300 • ' : - ;: - • . min • 1.84 '8 -1.054 7 -.259 7 0 10 0 7 0 9 301 M51 1 max 1.322 10 1.246 7 1.734 7 0 10 0 7 0 8 302 r. ' ; ' ";;: - ; min ..:365. 7•• • .633 9 0 • 8 0 7 0 7 0 9 303 2 max .529 9 -.272 9 0 8 0 10 .401 7 -.835 10 304 -- ' . • • - min .'-'.:75 8 • :.• •-A96 ' ,' 7 -.098: 7 0 7 • 0 .. 8 . :-1.708 7 305 3 max .529 9 -.338 9 0 8 0 10 0 7 0 8 306 ,•-•,' •:,, :, '• , '• ',.'. ' • ; Min '4' ... :,8 . .;..'-:'.692 7 " ...1 '.:. '7 '• H---'0 . • 7 :-.- " 7 - 0 9 307 M52 1 max 1.267 10 .231 8 .173 9 0 10 0 7 0 9 308 !;'' '' '..".•''' '.-'; %. ''''': .....:',..7 rhiri 1 5283 - .,: ,- . :i7,5.t.:5*.f.: ' g' - -1).:''''': . .7 8 li f- "' 7' ' ' 0: 7 - : 0 8 309 2 max 1.087 10 .035 8 0 8 0 10 .133 9 -.176 9 310.' : - :-''. iiiiri••%283‘::::' :i 9 005-: - '-7:: '.::-;:002- 7 . .-- 0' --:.' 8 .':- : = 8 311 3 max .993 10 -.151 9 0 8 0 10 0 7 0 9 312 •:.' i;'.' '.:-', iiiirf ' 7.; `i4 7 : ;.096' ' 7: , ;.002 '• 7 . ' '0 ..=:- 7 .:`..:,? ' 0 8 313 M53 1 max 2.011 8 1.811 8 1.514 7 0 8 0 7 0 9 Mih' Oir768'i' ;-: ''''f '::f -9 ' :::.:1034 • 10 :, 0 ' . 9 0 7 :::'.. 0 ' 8 315 2 max .109 8 .356 8 .079 9 0 8 1.224 9 -1.091 10 31 l'-'.:...j. ,.' iii ' 9.149 -Y9 .,' -1%i:055 '.. 8 .''' 0 .. ''.. 9 ' 03 8 - :' '7 ' 7 317 3 max -.663 8 -.568 10 .01 8 0 8 0 9 0 10 313:'... [;:&.t:-."4:4X:fil min ;1'4168 q 9'. !-):f;:111843. 7 .. .:: . 9 0 ::9 ' -.:. , 0 ''. ' 8l:. . 7 319 M54 1 max 1.964 8 .334 7 .054 7 0 7 0 7 0 9 ;VW "; - :;.':,"iyi.:::4241.f . .4ifili-i fp.t 4'0 7.;;,;Rty. ,- Er : ;10. ',:'. -, .:0 .*: .'..= '7 ' . , - , i-r:0 . ;.- : 8 321 2 max 1.923 8 .035 7 .014 7 0 7 .1 7 -.157 9 3222: ,:;-!;:'.).... ,.::',1.;.!:'.-: thin :.• '' '', .:1.. 10 ::::::-. ' :1; :. -.. ...:•0 . . 10 : 0 ' . 8'. .:"-.52 8 323 3 max 1.841 8 -.106 9 0 8 0 7 0 7 0 9 , 324';' , :lkr6i-V'' ,1 .;:i:t `,4t;1;;,?0,4 ail :475 Wee: Akiell34 .',4 :: .:., .r.- , ' - ...,•:7.0'-' '-:,' '10 0 - ', ..." 0'.: ' . 8 325 M55 1 max 1.352 8 .561 7 .547 7 0 7 0 7 0 10 ;tt 21V10 :&. "'''''' 0 ' l' .::'; 10 :,. 0 ' .. . 7 ''. -".-- - 0 7 327 2 max .752 8 .221 7 0 8 0 7 .24 7 -.448 10 328';'. ;,!:,.'.'"‘.:'-.';':.-;`-' ....` Min 4'.712'.9 o , 7t .- 45 . 1 , '7 -'; '' 0 .".:.', 10 ,.-..- 0 ', 8' . -:-.1.097 7 329 3 max .691 8 -.237 9 0 8 0 7 0 7 0 10 330-. ' .'(..',.', . min ;TI:7424 ..; : 'it,glIA-,;.: :7.:t; ..., .: 0 ':' ., 10 '.' :: 0.• )‘ . - 7 . : ' '-'..,*. 0' . ' 7 331 M56 1 max 1.575 8 .333 8 .058 7 0 9 0 7 0 9 332i' ?ii-7.•.W.::Ig-':4Q6 :':0':;C:::',:leiN min "M.tritOVV ; • Y - . 8 ',.‘,..:'. 0 ;-:' :7', :'' .. . .8 333 2 max 1.502 8 -.013 10 0 8 0 9 .097 7 -.15 9 334. ''ti-:: , .'..$t.a-!;=...f.:::r!-,t,-; iiiiii - ,'Alli7.44a.),Vf.;:.,b: . ;.;, 4 .049 - 1:.c.!,;r: i;r.;:011.' !'. 'T'i 8 , ' :::'1' t '::::"- "8 - •:/: - 8 335 3 max 1.458 8 -.101 10 0 8 0 9 0 7 0 9 336' :.;..',.:4=4145.V,F,Ii 4.e.0.4.:.?At144 "riiiii :p217.14 :0:::3"2t;',.';;Iti ::.;1";;; :,.•:.:!:054: . . ::.8 :: ;,;-,.10,-,,,,,,,:!; 7 '..? ,..'..:.z :: :. .: 8 337 M57 1 max .658 8 .338 8 .057 7 0 8 0 7 0 10 438'... Az, 41:V.%4'1 'thin' ..t. :`,9':f .:4Ail04 kg,t !**bit :'8',!. :'5',.'Cr 4:1'r;0:14 I.i.: t;.'fr,04; O' '. 7.; 339 2 max .603 8 .039 8 .004 7 0 8 .102 7 -.154 10 ?340'tk,tt.r0igiAlf74 : A ;MAW !fr'ilil 4;0156N;TO gti614,40 10::',Vs#0 - = 7 8 . ' - f':47:40 1 -tiPil >IV } Krir4 . :P-Lal : j1P U' 5O9 :7T. 341 3 max .533 8 -.105 10 0 8 0 8 0 7 0 10 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope Member Section Forces (Continued) RISA-3D Version 5.0b [FA...12004 Projects\4359 UPS - Tukwila14359 - UPSTukwila (TMR).r3d] fr. v.AflUnm Oct 25, 2004 3:42 PM Checked By: Page 6 F42 342 • min -256 9 -.342 7 -:063 7 0 9 0 7 0 7 343 M58 1 max 1.57 8 .659 7 .745 7 0 10 0 7 0 10 344 = min =:305 9 '.286 '•• • 10 0 8 0 7 0 7 0 7 345 2 max .752 8 -.148 9 0 8 0 10 .261 7 -.553 10 346 '. min =.305 9 -.257 8 -.071 7 0 7. 0 8 -1.237 7 347 3 max .697 8 -.258 9 0 8 0 10 0 7 0 10 348 min •= ;305 ' . 9 - :- - :617 8 -124 7 0 7 0 7 0 7 349 M59 1 max 1.982 8 .4 7 .232 7 0 9 0 7 0 10 350 min : =:359'.' ; 9 .. :135 .:. 9 . 0' ` 8 0 8 0 7 0 7 351 2 max 1.731 8 .019 7 0 8 0 9 .161 ,_ 7 -.233 10 352 min •:359 ` 9 i `'':019 `' • 9 = .017 7 0 8 0 8 -.671 7 353 3 max 1.666 8 -.164 9 0 8 0 9 0 7 0 10 354 min =, 359 • 9• • ' - - :454'' -: 7 : -.079 7 0 8 0 7 0 7 355 M60 1 max 1.64 8 1.097 7 1.179 7 .001 7 0 7 0 10 •356 ::::;: ;- : ;;,.:;.:, ....: min '':521' :, . : ,..: : :.. :448 - 9 ' 0 --:•• . 8 0 10 0 7 0 7 357 2 max .527 7 .041 7 0 8 .001 7 .612 7 -.596 10 '358 : . min ':: :354•> 10 : 03 * 9 - :097 7 • 0 • 10 0 8 -1.631 7 359 3 max .527 7 -.428 9 0 8 .001 7 0 7 0 10 360 ` :::;::.; _: ;: '. - :::;....: • min • A231` , - '10 • , _.979.' = : 7. '''-.215 .7 0 - 10 0 7 0 7 361 M61 1 max 1.38 8 .322 7 .052 7 0 7 0 7 0 9 • 362 min • :605 • :' 9 • `1:1 • 10 0 = • 8 0 10 • 0 7 0 8 363 2 max 1.336 8 .045 7 .01 7 0 7 .092 7 -.153 9 364' ' min : `•:605: 9 : ::012 •- 10 . , 0- 8 0 10 0 8 -.506 8 365 3 max 1.266 8 -.104 9 0 8 0 7 0 7 0 9 "366° .. • • . .min =x`605 - 9 • � ;,.• � 1 337� ' :�L - 8'. • =:057 - 9� � '0 10 • 0 7 0 .. 8 367 M62 1 max .791 7 .546 7 .549 7 .001 7 0 7 0 10 =368- • ., . .j .... ...._ .' :u: :':'64fi:: .:tf21.3-"= :'.10 .. -�- 01. ::: '8 • . :0 10' ..0 7 • p.. 7 369 2 max .791 7 .206 7 0 8 .001 7 .237 7 -.446 10 370" f :- .;::ar r ��•` . - min �•�046�= 10 ..r. �tix ..: �• ?108 �1 •;. •• :049 7 0 10 0 8 -1.089 7 371 3 max .791 7 -.236 9 0 8 .001 7 0 7 0 10 372`: ;:: .... = ;:::.:;,: :'''''''.. : :: thief 4015`` `10 :.x: ' 59 :: '8: '- = :1 07 '::,7:, • ..0 ,• 10 : 0 . _ . 0. 7 373 M63 • 1 max .865 7 .353 ,_ .058 7 0 9 0 7 0 10 =374,: ,• �. ,:�hr>:; l�.��' rc- L_ ,�,•�i�: -, -�•� mih. � 4{14�:.::1Q:.:��El?8'��;9':, r� ` T i k : may; , x �,0:.�:.::,•$ `I , . . -:002 . 8` ;; �,• 7 :, ,•.:. � . . .. ;,,O :.. .. 7 375 2 max .865 7 -.013 10 0 8 0 9 .095 7 -.151 10 .876'; _ .;. . � +` ; T�!':� ' ��: �4� '- ; q s� : r x:.��' � Lp mltt . i M . r 's{= :4Q4 •-�'til �F' 11 /y�,t mr '._�V`t9'u�: r'7� , �, ,., .U09 - -' `7' - .002` . ;4:3', , ..:0' -�: ;.., r' ' 8 -' ` - :504 . 7 377 3 max .865 7 -.095 10 0 8 0 9 0 7 0 10 378' tC£t :,rr• •' (L r ,'Xf'�ti'ctt v s t . 's. min:.- .: .353 '' r 30 :. 24. r: -.306 . <, .7 :•. - ,05 8.:: =7 - :002 ' : . 8' . " 0 7 , .. 0' 7 379 M64 1 max .274 9 .326 8 .055 7 .002 8 0 7 0 10 380'' .•... , ,:,'' .. ., �;� ,r :min = :087 "• -4 $'- `'` :-::101 9 • ,... 8 . 381 2 max .274 9 .049 8 .002 7 .002 8 .097 7 -.15 10 438 2 :: <. ' - ' � �:••...:; . "-:' ;<-,; min ��1 42 >�=. , �8` :f ;01:3 . 9:• " %' �•0�`:' 8 .. O ....; , 9' • 0 8:.. - .. :495 7 383 3 max .274 9 -.103 10 0 8 .002 8 0 7 0 10 • 384•' ,, ;,'. ,,�; . - t '.: ;' :i min ' = 207 ` •r8; .i; ::= 3` :33;' 7 `, 41.:461:-•;: :7 ' .; : 0 9 0 .. 7 . 0 7 385 M65 1 max .517 10 .645 7 .74 7 0 8 0 7 0 10 386.: .. . _ :;; .:� , . , .... ,:r miri ;xf •r•.389' 7•� . :7 .:t , ' . .282':' ,. ' ` ' '1 0� : .. ';:.:, • : 8 0 .9 :0 . ... 0 7 387 2 max .403 9 -.151 9 0 8 0 8 .257 7 -.549 10 388 : ,. :;.'• . .:. - "t :. ? ' ruin - 31 "1 ° .":.8'= - " -': � :27- ' •: , 7-f : -:071 - . 7 0 9 0 8 • -1.223 7 389 , 3 max .403 9 -.256 9 0 8 0 8 0 7 0 10 390 ..: N.<.r. r: %'l : : * k4 4 min 3622F4 A �_ ., `�c.::''7 - .6'1x.. i• ivy ==12 i ° ; :: �. " - :• , :::::::::0 , !; , , . 9 . . 0 . 7 : . . • . ... : 0 - 7 391 M66 1 max .551 7 .383 7 .233 7 0 9 0 7 0 10 392 : ;��, °t -•V1k : ":mss :i 'isa' rniit »1 2; 41, :• ,5 1 10 k LUi t, �'t3. '10' ' 4. 0.4., 0 :'$° r: 0 . :0 2' �8 .. . '0' :'' ,: 7� 0� , ? .- 7 393 2 max .551 7 .022 7 0 8 0 9 .161 7 -.231 10 394' :A;N- 4 4 A r1 4: emit vZ c4oi X024 1G 1 O16VAf iK41002 '0i r � :8'.; : ,663 • .ii,s' _ ' -7 395 3 , max .551 7 -.164 9 0 8 0 9 0 7 0 10 :396• . M. t s7��, L x?� aYJ mir'. I r, 06� '� �'�b «�5'�� 7H.. ;.�0.78�w• - '.602'..1'.',',,8'': . . .�;�0 :..':7. 1 a d ..1 L.'. �.. •: ,,:. 0�,;•�:. 7: 397 • M67 1 max 1.545 8 .691 8 .127 7 . 901 7 0 7 0 7 �hr "1a.'+� �.�, 398..�,.,..��. ..�. - S�:,fij�x ��t�� ....:�... min • •5�.� �.f L X092 T )/i �9. .2 4.. .,?Y �,! .'9:�w . �O.k�:a =: ; :8 :':^ 7 ,2�, -" ... - 10 i'n••`. J , ::- :- 0�,�.:::? r �;:� %1 •7 -.. . 0:.. 10 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] rea Oct 25, 2004 3:42 PM Checked By: Page 7 F43 z w re 6 i 0 00 w J H 2 w g < coo I - ▪ w z � I-- O Z h- w • w O ( O I-- w W H C.) LL z ui U 0 ~' z 399 2 max 1.443 8 .008 8 .029 7 .001 7 .281 7 -.468 9 400 min -.092 9 .002 9 0 8 0 10 0 8 -1.626 8 401 3 max 1.29 8 -.21 10 0 8 .001 7 0 7 0 7 402 min -:092 9 -.716 7 -.118 7 0 10 0 7 0 10 403 M68 1 max 4.024 8 .007 7 0 7 .008 10 0 7 0 7 404 min -9.56 9 ' .006 9 0 7 0 7 0 7 0 7 405 2 max 4.017 8 0 7 0 7 .008 10 0 7 -.004 9 406 .. min -9:566' 9 0 7 0' 7 0 7 0 7 -.005 7 407 3 max 4.009 8 -.006 9 0 7 .008 10 0 7 0 7 408 min -9.571 ' ' 9 ' .007' ": 7 0 7 \ 0 ' 7 •0 7 0 7 409 M69 1 max 1.259 8 .007 7 0 7 .008 8 0 7 0 7 410' : `' min • =7 :099'' ' 9 .006 :: 9' . "'•: 0 7 ` =.002 9 0 7 0 7 411 2 max 1.251 8 0 7 0 7 .008 8 0 7 -.004 9 412 • min - 7.105:9 0 7 0 7 -.002 9 0 7 -.005 7 413 3 max 1.244 8 -.006 9 0 7 .008 8 0 7 0 7 414 min -7;11 •• 9 - .007 " 7 0 7 -.002 9 0 7 0 7 415 M70 1 max 17.048 7 .007 7 0 7 0 9 0 7 0 7 416 . min :919 • ;. 10 • .006 9 0 7 -.003 8 0 7 0 7 417 2 max 17.041 7 0 7 0 7 0 9 0 7 -.004 9 418 :.:'�:... min '':914:;' '10 ' 0 7 • : :. 0 .: 7 -.003 8 0 7 • -.005 7 419 3 max 17.033 7 -.006 9 0 7 0 9 0 7 0 7 420= min .908 10 -.007 • 7 0 7 -.003 8 0 7 0 7 421 M71 1 max 5.801 8 .007 7 0 7 .008 8 0 7 0 7 422 =° min -16 :347 9 .006.: ._ .9 0 7 -.003 9 0 7 0 7 423 2 max 5.793 8 0 7 0 7 .008 8 0 7 -.004 9 424 .. ,: < • •min = 1.6:352' ... 9 •. •0'' =!= .7 • ::*10 •• 7' .003. 9 0 7 -.005 • • 7 425 3 max 5.786 8 -.006 9 0 7 .008 8 0 7 0 7 426. : .-:,.�.,�:. ,: *-'• .. > m='i in ' 6: 358t ;f T :9 . f - :::007.4•A' - - , 7.�• ,•0:. , ; 7' ..._:003''" 9 , :'0`' 7 0 7 427 M72 1 max 31.077 7 .007 7 0 7 0 9 0 7 0 7 428 ::.:..:..:.::". :, ' min Y =2 419 .40 .. '00 , '-±�` 6 '9 - " :0 •7 - , 004 8 0 7 0 7 429 2 max 31.069 7 0 7 0 7 0 9 0 7 -.004 9 430 a =N '' ,. , . :j: ;.;;. min x' ;2 424 1'Q u ^0r� :'. -7 .... "0 . 7 .004 8 0 7 -.005 7 431 3 max 31.062 7 -.006 9 0 7 0 9 0 7 0 7 `432 ; ' .-.' -' 1,h • _ ;:� : .. ;; ' ;'l mMITI _ V=2 ° 43!'} 1p . ; :::OOT ;9 7 " ' ;',., 0 ` ; .004 8 0 7 0 7 433 M73 1 max -.101 8 .007 7 0 7 .007 9 0 7 0 7 .434� :�.n,,. .' ; . ••t�;. , ;x:. ':, � -:� �. min' y1 :2 2 '2 8 g ,� 1 . �OOg �,'.�. , g . ,_• J a,0::. 7-'4 ..:003: :8 0 '� 7 0 7 435 2 max -.109 8 0 7 0 7 .007 9 0 7 -.004 9 436' ••• P'`'i'`':•: ' "4::. •.; . ;' ,' thin =12.2 `9 ' ::�� a0: :. ::= ;;•! ::7 :: . ;:0; ::. 7:. •' .003 8 0' ` ' 7 = :005 • 7 437 3 max -.116 8 -.006 • 9 0 7 .007 9 0 7 0 7 438 ''.'.:�''•:•:;�,.;:...:, min =12 :293* 9' -= :007. 0 7 •.••:003 8 0 7 0 7 439 M74 1 max -.684 10 .007 7 0 7 .015 8 0 7 0 7 •440 v : jr �: '-: .; .. 4+ ' , ; .. : ,�'� . " :min = 1'6':523 ' 7: � - , = t006�' •- `'9 . S0 ` 7 . .002: 9 0 7 0 7 441 2 max -.689 10 0 7 0 7 .015 8 0 7 -.004 9 442' •., ,:.. .. ..-; min. - !- 16 :53= ;.7 ,;0;'•,:'...:7 : 0' ; .7 -- •:002 9 0 7 -.005 7 443 3 max -.695 10 -.006 9 0 7 .015 8 0 7 0 7 -4 44 ` .. r:. . } :_:� � . .... `:... min - . 15:538: • ?7:. - -i; ',007`.:: " , �.� .:0 •. • --7 • .i 9 . :.0 7 . 0 7 445 M75 1 max 3.844 8 .007 7 0 7 .002 8 0 7 0 7 446 .. • .�:...:..<•_. :.:; . .... .. _ i ;.; . .� ,_. 'mi n - 22 ':079.; : X006 '` # : . 9 .' .; , •� °Q -- . ,. '7 • x•002 • . 9 • 7 ' • . ,0 . 7 447 2 max 3.837 8 0 7 0 7 .002 8 0 7 -.004 9 f 448 r: fl ' .N . .Y :�t�.; om; , ;�x.: `Jf;2F.1:.rhi"3t'.J.f .�: 'min' -Y - 22:476 ��9' � ' ,'y �� a.7,� 9 , : . • 1 � , �s:: � :. 0 ° 7:` 7 :002 " : :::: .002 9 8 ... =0 0 7 7 - :005 • 0 7 7 449 3 max 3.83 8 -.006 450 :' :: 1 y " .. :.:4 tl• ! r ( Zf •t .':!'!��':':1 .:. 'm�n � �. Q82' `•�7''� -‘•;* QQ '�'' C "7U . ? . ;C( .o ,•r; . . .. • ' 7 451 M76 1 max .25 8 .007 7 0 7 0 7 0 7 0 7 452:' 'r�:�..% �nfr i'r4 . :6?55p::g • .. ,fin��p;r ;..;s7: t x:0'06 ;t -10 .:'':0 %; , %7' ,.. 0 ,:' 7 453 2 max .242 8 0 7 0 7 0 7 0 7 -.004 9 454 • :'(.1' «� . T .., :. : FT: ' :J tr: ��r; .7 :•+,' r,;. .. � 3 min; •, - x'16, 555: g.;: -J'• .v�1�.. • • . ti . ... �f . ? t R e. 7.:- "1171. ,'•'. •'! ni.:: •' •,•,�:Q.; � , ::7 ; ..:006` 10 •:t.::t. •. . >0,..... ;7. . G '.' ...x005' ..:7. 455 3 max .235 8 -.006 9 0 7 0 7 0 7 0 7 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) Axialfkl lc v Shearfkl lc z Shearfkl Ic Tnrqu In - Mom Oct 25, 2004 3:42 PM Checked By: RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 8 F44 456 - . - : min - 16.561 9 -,007 7 0 7 -.006 10 0 7 0 7 457 M77 1 max 12.002 7 .007 7 0 7 -.002 9 0 7 0 7 458 : -'. min . - 939 10 • .006 9 0 7 -.009 8 0 7 0 7 459 2 max 11.994 7 0 7 0 7 -.002 9 0 7 -.004 9 460 min :• -.944 10 0 7 0 7 -.009 8 0 7 -,005 7 461 3 max 11.987 7 -.006 9 0 7 -.002 9 0 7 0 7 462 min -.95 10 .. -:007 T 0 7 -.009 8 0 7 0 7 463 M78 1 max 21.976 7 .007 7 0 7 -.002 9 0 7 0 7 464 min .338 10 .006 9 0 7 -.006 8 0 7 0 . 7 465 2 max 21.968 7 0 7 0 7 -.002 9 0 7 -.004 9 466 min .332 • 10 0 7 0 7 -.006 8 0 7 -.005 7 467 3 max 21.961 7 -.006 9 0 7 -.002 9 0 7 0 468 min .327 10 -.007 7 . 0 7 -.006 8 0 7 0 7 469 M79 1 max 12.042 7 .007 7 0 7 .014 8 0 7 0 7 470 •' min 114 10 `" - 9 0 7 -.009 9 0 7 0 7 471 2 max 12.035 7 0 7 0 7 .014 8 0 7 -.004 9 472 min 1:135 10 :: `0 7 0 7 -.009 9 0 7 -.005 7 473 3 max 12.028 7 -.006 9 0 7 .014 8 0 7 0 7 474. • : ;. „ ':. ' � • . .; -,� .. : ", m in �- X1:129 1 X10 : � � rr; :� :007 - � 7.= . , ' 0 - 7 . -.009 9 0 7 0 7 475 M80 1 max 3.813 7 1.991 7 0 9 0 7 0 7 0 7 476' .. •;;.; �.:• .::.: -:- :;; ,i. - et .;: • ., hilt) 4 f :•748 '•:- - 10 s ;:, - :153`: '10. • -.003 - 8 0 ' 7 i 0 7 0 7 477 2 max 3.726 7 1.991 7 0 9 0 7 0 9 .741 10 478. :min . ' :683':'' 10` ;,. = :153'' - .10• -.003 8 '0 7 -.013 • 8 -9.624 7 479 3 max 1.429 8 .587 10 0 9 .027 8 0 7 0 7 480 min :- 6.076 = 7: :: 633 7• •• 8 =:002 e 9 0 7 0 7 481 M81 1 max 13.618 7 .007 7 0 7 .002 9 0 7 0 7 48 482 •,::. • , .. - , . • min -1 .0 42 ;10 ,j ,. 0 0 6• :.: -: ��9'.� ` � = =:0 .. 7 • � .038 " , 8 0 . 7 0 7 483 2 max 13.611 7 0 7 0 7 .002 9 0 7 -.004 9 '484:.... - ;:, >. ;.:;., min , ;t0 - 4T:.1 0 41.;:;,:;•: . Q , : ::: :i..;7 : ..: Q . �. 7 . -.038' • 8 - 0 7 -.005 7 485 3 max 13.603 7 -.006 9 0 7 .002 9 0 7 0 7 486' :� - . `'.. { ' _ .•- ', ,, =:r � min . 053 ' i:''t 1 0 ,. I��' , .... `:00T -�`�" a7;.� _ :r, ; 0 • 7 -�0 38 8 •0 7 0 7 487 M82 1 max 26.191 8 .015 8 .026 10 0 8 0 7 0 7 488. • , min .:: .wgt. <. • .006'. ::: -. :9' '.= :009 .7• • -.002 9 0 . 7 . .0 7 489 2 max 26.262 8 .011 8 -.005 9 0 8 .157 10 .03 7 490: . .. . ;~ -,= = ° ' min :•' 5914 �,�f9 ;4 .:01 :8 , :1;', =; X026' - 10 .. '.002 • 9 . • -:052 7.: :023 10 491 3 max 26.298 8 -.007 9 .008 7 0 8 0 7 0 7 :q.g2 .: .. ... ... •;3': min =:�fi'18�:� � 9= - .0'18 �8�' � .026 . •.10.. ••:0 . `9 ...:0 7 0 7 493 M83 1 max .974 7 .012 7 .008 7 .001 9 0 7 0 7 •'494 �: •• ','. f'. �;�, ; x• r,• . -�', S:,, .,t. k :� , �:�.:. ; �:. . � ,. t?? min := 23:004 - 4t; ti }00 .;,, � 3i� G :� 10 ..- 0 6• - ;: "'�` 10:. . . , 8 • 0 7 0 7 2 max .939 7 .016 7 -.005 9 .001 9 .052 7 .042 8 ' 495 496`:. " `• L x.;1.1. 4�� :4 . iAi kF>" �: MIA i423:0 23 Q34: '. 10'... ='02 . ,t . �� 8 �:.t =:026: .:10'• , Y - 001 : 8 - ::157 . . 10 ..012. 9 497 3 max .875 7 -.004 10 .026 10 .001 9 0 7 0 7 498 °.::. .. , . _'' .•,, ,:., min =23 :06.1. 10 : '-�'' :.7: -009 • '7 -• • -- :001.. 8 0.. ... 7 0 7 499 M84 1 max 17.324 7 3.12 9 -.001 7 0 7 0 7 0 7 500; ... " min `5:391'.:10 ::244:: `• 8 ' ' 10 • . 0: 7. 0 7 0 7 501 2 max 17.237 7 3.12 9 -.001 7 0 7 -.007 7 1.181 8 502 • ; `''-`• Min Min ''5;325:= 10 ` •= '.244'., ;8 -. '-:003 10 '`0 . • 7 - .013 10 - 15.079 9 503 3 max 5.951 7 .937 8 -.001 7 .002 9 0 7 0 7 '504'' ^`w .. . , ., .-,:'..;t - :. min . =:'2 :01;:;x' 10 = ° = =9 ` :003 -`x: 10 '0 : :• r ' :8 Q ' . 7' 0 7 505 M85 1 max 17.489 7 .007 7 0 7 -.011 7 0 7 0 7 506 . -, ;4.;. min :;x:2:541 -. 1 0 ... ;'? :g . :::: :0... 7 -,018• 10 0 7 0 . 7 507 2 max 17.482 7 0 7 0 7 -.011 7 0 7 -.004 9 'SQ$..;:;: „r.'�.- - ;,. - .�z� :•:rai' rte.' i .s. ��.� J. r iiin�;��25�5 P- :10: _ .t q,K;;��: 4 i :•,: :i7" ;: rr �q' ., , ::7,. :018':', 10 _0 �... 7 .. .::005 7 509' "- 3 max 17 :475 7 • -.006 9 0 7 -.011 7 0 7 0 7 51'0 r� :h ,i apS ::t .t : :.j^.: . TJ1: t { • Nei- /.% . i=,`ai':3 .. 1in ii , 1 53y . 7 40 6 R: ;0� =da7r`i, if7. ' Cr: t T ;, . 0 . :71; ; _ . :. . .'� - e 01$..*:::= `10 :{ ; r ; ' 0' t ' .7: 0 .. 7 511 M86 1 max 6.675 8 .007 7 0 7 .019 10 0 7 0 7 512'‘'. ' X : 42 : • ; ?i' • . ? �k m n ; -6:29 9 X006" - �ly t ! �. 9 "' .�:� . 0 ; ' . � ,k ' :.;:x. .. . .. .s �T t.. ! :ry 0 ..7; t , �0 '' 7 Company : TM Rippey Consulting Engineers _ Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) Ic y -v Mnm RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d1 +•� �' �-� ( " � '' �• T�F' �" �Y�' Y, Y� ..q^"rf[�5ts.�?R.7�Yyt,�!'(yi�� Oct 25, 2004 3:42 PM Checked By: Page 9 44-5 513 ' 2 max 6.668 8 0 7 0 7 .019 10 0 7 -.004 514 min -6.305 9 0 7 0 7_ .009 7 0 7 -.005 515 3 max 6.661 8 -.006 9 0 7 .019 10 0 7 0 516 min :=6.31 9 -.007 7 0 7 .009 7 0 7 0 517 M87 1 max 1.06 7 .415 7 .197 7 0 10 0 7 0 518 min •:347 10 .156 . 9 0 8 0 7 0 7 0 519 2 max 1.06 7 .007 7 0 8 0 10 .123 7 -.211 520 min .139 10 -.005 • 9 • -:008 9 0 7 0 8 -.659 521 3 max 1.06 7 -.129 9 0 8 0 10 0 7 0 522 min .08 10 - -.406 7. -.065 9 0 7 0 7 0 523 M88 1 max 1.118 7 .407 7 .194 7 0 9 0 7 0 524' min - . _.074 10 .15 9 0 =. 8 0 8 0 7 0 525 2 max 1.118 7 .01 7 0 8 0 9 .185 7 -.27 526 min .' -:304 ' 10 -.002 - °•' 9 =:032 7 0 8 0 8 -.737 527 3 max 1.118 7 -.186 9 0 8 0 9 0 7 0 528 min 1 -:363 10 -.482 7. -.089 7 0 8 0 7 0 529 M89 1 max .774 7 .375 7 .077 7 ? 7 0 7 0 530 • . • . • • min • 1 .377 10 .' . 9 0 8 0 10 0 • 7 0 9 531 2 max .774 7 .047 7 .004 7 ? 7 .132 7 -.233 10 532 min :301 10 .025 '' 9 0 8 0 10 0 8 -.688 7 533 3 max .774 7 -.151 9 0 8 .002 7 0 7 0 8 534 • `. min :22 ::: • : 1=:435 _ . 7 ". - :075 7 0 10 0 7 - 0 9 535 M90 1 max .425 8 .499 7 .33 7 0 10 0 7 0 8 536 . - min '- -.259 9' . `:219 10 .. 0 8 -.001 7 0 7 0 9 537 2 max .343 7 .023 7 0 8 0 10 .223 7 -.336 10 538" • " • . .•t` = " min :021 `10 :• 'i 007 :.'••, 10 -:028 9 -.001 7 0 - 8 -.825 7 539 3 max .343 7 -.228 9 0 8 0 10 0 7 0 8 540 ' , ; ::. :.,: ;: ,:;:: = +:..' min ::_:.102 >' 10' � '= 538" ' 7- : = -' 107 :: - 9' - • . _.001 - : 7 '0 7 0 9 541 M91 1 max 1.132 8 1.433 8 .956 9 .012 9 0 7 0 10 542: .. ,; '- k? ..-;A.: ; . ar' min " =i 64Z 9 :. :*-:156' -' 1 8: = :001:. • 8 0 : ... "7... 0 7 543 2 max .921 8 .384 8 .208 7 .003 9 1.299 7 -1.1 9 :.; -,K., r;;;?�h: =� min cs'C:64 ��k:0:iN- V-040. 3:` 10 - :001''r 8 •.008.' 10 -2.536 8 545 3 max .661 8 -.369 10 -.003 10 0 10 0 9 0 10 �• '54'6> > ?�:�:r;•;`4�. � } �: �� "- `'. min' '= �1'�642 -� "9 = : , =l = , =7;� ::'':399'• :�:7 :007::. 7 .0 : . 8 0 7 547 M92 1 max 1.827 8 .405 7 .191 7 0 7 0 7 0 9 '541r t. . c-r- .._ . • i�>.=.. min : 1 :674• 9 ; ' :10 . 0 . ;: 4 ; . g • 0 ' : . X1 0 7 . " 0 8 549 2 max 1.643 8 .021 7• .008 7 0 7 .112 7 -.205 9 ''550 gig :: r ... , y - "h _ s >. , , min - 1.:674: ;:9` : . - :004'•' =' 10: '•::_ :0: ^,.'_; 8 ;0: ;. 10 .0' • . :-8 - :527 8 551 3 max 1.545 8 -.16 9 0 8 0 7 0 7 0 9 552' ..,..:' ' . . "_ ...., min = 1.674` '9'f; - :387: .:7 : ::...- .087`:.:7 0 .. 10 .... _7 0 8 553 M93 1 max 2.072 8 .362 7 .18 7 0 9 0 7 0 10 ?554=. , :.; . , -:�; �� :a • .. ,,.,.� n �. -� .....,_t• ~ 'min .- 1:762 °::,:9;< -1' ; . s - : '10':......;0 , ,. • "�'• '8 -:002 8 •0 . . 7 0 7 555 2 max 1.873 8 0 9 0 8 0 9 .141 7 -.166 10 556 min . -1:7.62 •9 -.005 .7 =.017 9 -.002 8 0 8 -.492 7 557 3- max 1.822 8 -.146 9 0 8 0 9 0 7 0 10 :568_ :.7., . _ -.i!z ,, .:4 iimn = 11762 :' '9 •- - :362' ' ',,7:` _ -� 466: 9 . - -.002" 8 0 7 0 ... • 559 M94 1 max 2.769 8 .399 8 .184 7 .004 7 0 7 0 9 560 . ' : i - ,, 1 < a : a miiif :g1 468 ' ?i,9 0 : Wi '8' :001 < ' 10' ;, 0: ': • :7 :... , . , 0 ... 8' 561 2 max 2.559 8 -.047 10 0 8 .004 7 .116 7 -.223 9 '+�' �562•.�... 1 f;h : {, ivX ..�,. '‘,..,W7144 . i 'min>Y..1�9�.� : j.41 . , • , .9- y i1 n 7-T .1•.:y:-'� f��- :0�8. 1 , •t,'~ ` _. }.a 02d� "�V- T �•�7� •r `�'�;: • 1'�•Y�:T 00� 0 ;f ., " ,:0;- � �8�.` :. : 544' 8 563 3 max 2.523 8 -.124 10 0 col .004 7 0 r- 0 9 '564` -4.-� . a:, :' ..; 'tti: , 4 : � ?; ' .� j iri w :y ' .:t x :97 rgY, � .324�� Al • ' Vii: . 7•: :, . . ,,. -.058 -: : .00'F` '10 '''',::0::''.:":- ..... 8 0 . 565 M95 1 max .25 8 .283 7 .154 -.001 9 0 0 10 'r566< ,.o;_.{ :, � ;sti; • ':; r � : ' min : 581 H 9 , pg ; ;ik 0!: 004 i ..&: 8 , l';.'''.004" . .:!': -.001 :,8 ': 9 -;, ;0- .... .147 7. 7 : ' - 0 • .. .: -.135 10 567 2 max .072 8 047 7 0 �0 &�:�� : �' � mtr.' a581t� 'r9 +� , :��`0:14.'i�AQ�••�= z022?� '4.3 ..s- : ©04.• n :8��::.: °,.�;` . . r 427::5. '7 569 3 , max .016 8 -.15 9 0 8 -.001 9 0 7 0 10 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) xiai[kl Ic v Shear(kl Ic z Shearfkl lc Torquefk.. Ic y -y Mom... Ic z -z Moment(k -ftl Ic RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] . .:rl s. ' 1:11 59Ki W{t. 13,,,.+ rr,p4a ^�w�...:..��..:.G. :: Oct 25, 2004 3:42 PM Checked By: Page 10 F Z w 00 ro cl W • I Q w w 0 2 gQ cn = � Z = F•- H 0 w ~ O • N 0 W w u_ .. Z W 0~ Z 570 min -.581- • 9 -.372 • 7 -.076. 7 • -.004 8 0 7 0 7 571 M96 1 max 1.086 8 .372 7 .193 7 0 10 0 7 0 10 572 • . • min .: =:738 9 '.161 ' 10 0 8 0 7 0 7 0 7 573 2 max .892 8 .016 7 .002 7 0 10 .101 7 -.18 10 574 - min -.738 9 .014 10 0 8 0 7 0 8 -.502 7 575 3 max .82 8 -.125 9 0 8 0 10 0 7 0 10 576 ' • „ ' min •.738 9 -.33 • • 8 • -.069 7 0 7 0 7 0 7 577 M97 1 max 1.865 10 .324 7 .166 7 .004 7 0 7 0 9 578 min -.918 7 .117 9 0 8 .002 10 0 7 0 8 579 2 max 1.692 10 .018 9 0 8 .004 7 .123 7 -.203 9 580 min -:918 7 .005 7 -.005 7 .002 10 0 8 -.532 8 581 3 max 1.609 10 -.175 9 0 8 .004 7 0 7 0 9 582 min -.918 7 -.4 7 -.085 7 .002 10 0 7 - 0 8 583 M98 1 max .388 9 .77 7 0 7 .001 7 0 7 0 8 584 •• min -.065 -. 8 .298 9 -.695 8 0 10 0 7 0 9 585 • 2 max -.015 10 .063 7 .074 8 .001 7 0 7 -.666 10 586 .w;,a.... -. - :: ::, .'::. • min = ',._:427 = :;' 7 • :.043 •: :9 0 7 . 0 10 -.487 8 -1.718 7 587 3 max -.015 10 -.345 10 .171 8 .001 7 0 7 0 8 588 : , . :.. ' ' .: min ::= =`:52 :. 7 = :83"-:: -''; -: •: : 0 : •' .: 7.: .' 0. • . 10 0 ... 7 - _ 0 9 589 M99 1 max .231 7 .607 7 0 7 .001 7 0 7 0 8 590 min *'.:047 • ` 10 •.::254 • • '.. '9 • - .652 8 0 :.. .10 ' 0 •::. 7 0 9 591 2 max .211 8 .045 7 .071 8 .001 7 0 7 -.549 10 592 , ., `-`'': • min - :655 • •9 - .039••'• •9 0 :• 7 '•0 10 -.383- 8 -1.281 7 593 3 max .211 8 -.294 9 .127 8 .001 7 0 7 0 8 594 :: : , . :..- ,:, ,, , :- :....., . min -= :709 •'. 9 - -- ::- r,- ;: • 7 0 7 '0 10 •0 .. 7 ' 0 9 595 M100 1 max -.039 9 4.054 8 -3.178 9 0 7 3.142 8 2.072 8 596 '`'f,: . , ��; ; • min • •- :052•• .- 2:031:' k. , ' ;.'9- - 6.34.1 :Y' 7 1.604`. •- 9 • . :992 •'9 597 2 max -.039 9 4.054 8 -3.178 9 0 7 1.557 8 1.058 8 598 , ':a; :';.. .- „ <a , 'Y':': • • 052..,_ ._7.... �2:03'1' : ' ;9'' -6 :341; 8 0 .. 7. :809 : 9 • .484 • 9 599 3 max -.039 9 4.054 8 -3.178 9 0 7 .015 7 .045 . 10 600' 'i `- ` - •''' min = 052•'i 7 • 2 :031 - ; "9 - -6:341. ? 8 0 7 -.029 10 • -.024 7 601 M101 1 max -.095 - 9 1.471 8 .617 10 0 7 1.434 7 .653 8 602:. `A.Ii" * `. ;.=:' ..: m•ri . = :126.` 7. :.. 1`= :102• - ;', 9 -2.873 •7` . 0 7. • -.309 . 10 -.045 9 603 2 max -.095 9 1.471 8 .617 10 0 7 .716 7 .285 8 '604. ; t, �..,.. , ... , i-1 D . min : `- 126' :...41:02 _: ;9 =2 :873. ,:7 - ...:i.,-;-:.0 , - 2 - :154. '10 -.019 9 605 3 max -.095 9 1.471 8 .617 10 0 7 0 10 .006 9 t ':606 � =�v, . . -, . t'S.t ., , !' ;,° , ' , �: ::�:»" :��':� min - 'ri= 126�� -' }T:; .: r:..� .:�- :- 102� .9,� = 2:873....7, -. -; 0 7 - .002 7� - :083 8 607 M102 1 max -.808 10 .063 7 0 7 .005 9 0 7 0 7 "608 •.: ".• , ,:.: •:r;,, min .- 1:738 :7:i: • :047 • ' 10 .; :0''; :7:. =•052 - • 8 0 7 "' 0 7 609 2 max -.808 10 0 7 0 7 .005 9 0 7 -.139 10 51.0': n' =' ; ,:�,,, .3:. W _ ' ;-! 6£�• - ?• ::x = , t miri. ��.7:38 �7 i.:::f 0=� ' ..._ .7: .;: , : :0_�.::�;:.7'' • :052 -, �8> 0" 7 -•. -:185 7 611 3 max -.808 10 -.047 9 0 7 .005 9 0 7 0 7 61.2 .. .. -' " ',:?' •r'riin • 't :1- :738 .7" .:_ :063 •' . .7 = { � 0. .: 7 . - %052 8 0 - 7 ' 0 7 613 M103 . 1 max 1.89 7 . .063 7 0 7 .052 8 0 7 0 7 ;614 <M 5*!,:r F . , . :, •:k min . 4';587.. -10 , .• 10 ...` ;TO ,'::. . ::7 - :002 . 9 ' 7 0 7 615 2 max 1.89 7 0 7 0 7 .052 8 0 - 7 -.139 10 616.:.. .. . : Min '. _1 :587 1 .._ ' .0 :.,; ; 7 •:!"?;:.''',' 7 "k 0 • 7. - ••'.;.002 9 0 .. 7:" _.18 7 617 3 max 1.89 7 -.047 9 0 7 .052 8 0 7 0 7 .618' ..i.,. 4; a; , , . - = m in '.ti= 1::587, .10 : :.W. 13 ; w :0y: :.. - . , 002. `9 : 0' 7 .. - ' 0 . 7. 619 M104 1 max -.039 9 1.528 7 2.397 7 0 7 -.29 10 .8 7 620 's,>;:Y �:; ;.,. ,, :. ;. :.; - min i- = °:052 , ,.8 ::4:.` '. : , 10 4:596 ..:. 10 -.0 - 7: -1.175 7 ' - .202 10 621 2 max -.039 9 1.528 7 2.397 7 0 7 -.141 10 .419 7 . :6.2 ...... :-' ; ; ti : ,, . , : 1 ; : i , 'ml'n ': ; = } } 0 5 2 < . O T _ " 38''� ;;10 . f , :596 •r' 110 .: ' 0.. ' :. 7 : t = .576.7 .107 . 10 623 3 Max -.039 9 1.528 7 2.397 7 0 7 .023 7 .037 7 - 624` a ''';1,':';'.1'1.,-0 , F iY. .;.' a;.... ��x;- .,�. >.,!. . ii f r . = �= .052' :< -�$" �y ICY. t " :t' . :;��, 3 8 • :�::�0'` \ t^ n.• w�596�: :1.0' : ��: , ;.- ...:.0'.... �7�� :008` • 10 :012 10 625 M105 1 max 2.842 7 .052 7 0 7 .043 7 0 7 Q 7 ,: 626 - a :„, ��a,�:' : : i , t. } ' f, .; �- ,�,�c�:M r . r 1 ; :- "' Tlt, ': r 4.4 miri ��707,�." 1:0: ��.03 - 9_.�..,�9�:;:.x� -.0,'� , f. . t ��7 • dhr; ��..01�4`�� 6'f ,i: c ?' ;i.':'i:: 0' �7 i .. .... . • =.0 . 7 Company : TM Rippey Consulting Engineers . Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) Ic v Shearfkt _Ic z Shearfkl Ic Tor k... Icv -v Mom... Ic z -z Mom entfk -ftl Ic RISA -3D Version 5.0b [F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d) Page 11 :F47 Oct 25, 2004 3:42 PM Checked By: z 00 t/) w _1 _ w 00 } u_ d _ W !- z H O w O N 0 111 O w z co z 627 2 max 2.842 7 0 7 7 .( 7 77 -0- ,. 7 -.093 9 628 min .707 10 0 7 7 .( 10 0 7 -.124 7 629 3 max 2.842 7 -.039 9 0 7 .043 7 0 7 0 7 630 min .707 10 -.052 7 0 7 .014 10 0 7 0 7 631 M106 1 max .639 8 17.938 8 4.488 8 .006 8 1.06 9 8.987 8 632 min .049 9 3.218 9 -2.255 9 -.003 9 -2.107 8 1.595 9 633 2 max .639 8 17.938 8 4.488 8 .006 8 .496 9 4.499 8 634 .. • :• . min .049 -• 9 3.218 9 -2.255 .9 -.003 9 -.984 8 .79 9 635 3 max .639 8 17.938 8 4.488 8 .006 8 .139 8 .01 8 636 min • .049 �" 9 3.218 ' 9 -2.255 9 -.003 9 -.068 9 -.015 9 637 M107 1 max 6.859 8 .063 8 0 7 .078 8 0 7 0 7 638 min - 4.246 •9 .047 9 . 0• 7 -:028 9 0 7 0 7 639 2 max 6.859 8 0 7 0 7 .078 8 0 7 -.137 9 640 'r.; :. min :4 - .246: ,_g- ..,'r:: Q . , .7 . 0 . _ 7 -.028 9 0 7 -.183 8 641 3 max 6.859 8 -.047 10 0 7 .078 8 0 7 0 7 642 . _• ...._ .. °. rrlin a `4; 246; ; -9 ':':;'''.063 = ' ' ' 7 Q 7 -.028 9 0 7 0 7 643 M108 1 max -.09 10 -2.656 8 14.635 8 0 8 -.769 9 -1.311 8 644 =• min -422c•:. -7 :• - `- =4:326 9 •:t.461 ' •9 0 9 -7.193 8 -2.193 9 645 2 max -.092 10 -2.656 8 14.635 8 8 - .403 " -.647 8 646 min - :122`•- `.7 ' : -4.326 ' 9 .. - 1.461 9 - . 9 -3.534 -1.111 9 647 3 max -.092 10 -2.656 8 14.635 8 8 .124 .017 8 648' " , ,.. : ! '::::'1:: . . rain - = :1'22- . .7_: : :- 4'.326' `:.: 9 ' ; a1 :461 9 . :. 9 •=:038 `.• -.03 9 649 M109 1 max .701 9 .052 7 0 7 .( 9 0 0 7 650 . . ,4 :..,.:•:.r. -;'- _. �:, ...,.. .. ,..:: -",:'*'---;•-•:- - ,.. ..i,. mm = _ 13:992...8 . , ; • - ...... ; -. � r .9 . ; `:::0 � _ 7 . . _,':�� ' 8 0 . .. I � � 0 7 651 2 max .701 9 0 7 0 7 .051 9 0 7 -.093 10 652.. ' ; , . . , 1`4!•.. ..x?:: ,' , iiri s. r ;' mI �n - 'l _ 3 ?992. ',$...; .: , :: -;7: >. . . 0' . 7 : ':082 8 0 7 - .124 7 653 3 max .701 9 -.039 9 0 7 .051 9 0 7 0 7 654 , . • . Y;i . , •� 7 s.: min '-:18-..992 '8' :052 " »� .7: :l . -.. �. . ... - 7 655 M110 1 max -.086 9 3.06 8 20.796 8 0 7 -3.474 9 1.431 8 ,656'• ...,::', Fa.i ii crl in 1 ^ , ' r „7;: 4 '.. -1 . 93 :: - 4!:.;9 = f? 912. �9:; � :F i :0'. . ; : ;: 7 - 1.0:396 '8. -.078 9 657 2 max -.08 9 3.06 8 20.796 8 0 7 -1.746 9 .666 8 6 658.�''..� ^°�.- 5 .Si!! .i.:;')'7 r:a mid I 1 14 -4 y>1 ? t ' " _�•. 1tgit,1 '!4 -93` - .'' 3 9'�- �t :691'2 � '9: r,; 7,74: : :0' = ..� . , 7 =.' ' - 97 : 8 - :03 9 659 • o 661 -% ^T L' ,01i 'itY � M111 R► _ YYStRY.Y 1 max � a. max -.086 = � -4.162 9 � i r..1 9 3.06 .063 '• 8 - & 7 20.796 il• - 9.'12i:� 0 . }f°n`3 g��u�/�r_ 1,3;,Y 8 9`7'.:�•:L:f. 7 •. 4 '' 0 i .061 :?? Q06.•. s: . _ t•.:;• .002 _ T c2 .019 7 '�. 0 0 7 662: :Y% -°r:"� :,11-, ' � fl<l '3 MBI �� 510,4047-40:7'4a ;.,ti Q;'�. -t.� ' : ;:• i.a::�� O. rl;i i t - r . ,. ' " . 7 663 2 max -4.162 9 0 7 0 7 .061 10 0 7 -.138 10 . '6fi4 l �4!rv"��« :.{•z' '; '- "K. . ._� �; 'a }4f iiir m in .•� 1'6:�4� r_It �g�. n iVII.'? "; t :w.;,►Q..;�:r ;7:. _ ti's 'Q .. r� �:7:Y :006 . :.7.: - . 0':` =';c •:7 . " .. :184 7 665 3 max -4.162 9 -.047 9 0 7 .061 10 0 7 0 7 66fi= -' i??�r >r.,:�. 'min1fi. t;, .8.:: :063 ti '7.' . 0: ,�. . - :006' . .7' . .:0 .7 . . ; . 0 7 667 M112 1 max 7.526 8 .052 8 0 7 .028 7 0 7 0 7 ; 68 } Sy.., Y - ' .+. 1 ' 7 :4:1:fr.. ,�.�>± "4f. . ^ :4 1',1 R\ :�13L`JF�:.• »•. ,�. mii ..w .. IY 3:7�T1.- V: $ =1 . -• . �.. p.F., 03 '9''': ., 1, ��.g := :w =l. .O: .l :rr, r�M. t 7 . ,f7 ' vim•' 053 .<�. 10 ' ! « ��0.• h:-. 1 :7 � . , - - • ' � :�0 _.. _ .. 7 669 2 max 7.526 8 0 7 0 7 .028 7 0 7 -.093 9 670, . ' ,. t min 't3.`:771 -..9 , " «� .•' . ,Q r';x 7 - 0.. E' 7 - "' 10 .0 7• - :124 8 671 3 max 7.526 8 -.039 10 0 7 .028 7 0 7 0 • 7 .67'2: i..':.:%:,-::'d ::`:x- :-� rain = ;'5:771:.,; , =: - '.0 ! -7.:' :�..r:0 ix`'_ :;.7:' :- `* - n ...053'" .10 .' * .7 0 . . 7 673 M113 1 max -.111 9 -.281 9 -.35 • 8 -.059 8 0 7 .064 8 A :6 * i. !::' '.v } O'.^f� ?':�= i:7F'.Si1�'.i.X7:!lii " S f/P ,R i t% A' t. ��tir � R1Tr1• ley# 1 ^'` '�'26= ;..t,i i�� r$ '^. : . f:�n� w, 2, j :us^._ • , 78�= ' i :; ' . '�i - '•: 44 1 � =. �9`� • i 1 ^Lv -27,.x. . . : • : ' ;�'Q= �:: ':�:.:. : 7. :;031 9 675 2 max -.442 7 1.011 8 .468 7 .175 9 1.779 7 -4.324 10 ��676 =' � r `' . �, `mI P 63 4 f° -1 - s•1O ' 9 c I* 1. a M „ O79�:' -;8: `"; 40 6`: 10 • ' 7. !41:932 ' 7 677 3 max - .911 8 - .228 .302 10 .186 ,tto .003 8 1.678 7 >'6i8' itet- , tOM W: t n 3 .3.10ti :94'9`; ' :_ - ' - :81:T K t: ;+ .Y O64;,� �.�rr011' . ..1:9 ; ''''144:022•--, x::... 679 1 • o 681 a �I 683 M114 r g .. 7L�' -}�nV . 1 ;ki i? ';- x �;z . 2 z • "L�.:J 1 .� 3 max I ' max j� 11 max -6.844 =1 "z� • ' -6.85 ilnM it _ .�.�. -6.855 • _ = 9 ..i/.71(�:.� 9 .007 i-j iii : 0 a ^' :�M -.006 7 `' .n 7 iiiJd.lti 9 0 .:' 0 �.3 �i:7 0 7 7 7 0 ' 0 �Yel ^ I I 0 9 �1 9 9 0 0 Al" 0 r r— t•- I I 0 N-1 t■ 1'1'4 t et ' ).,r. �� "x.41 f �= (; �. - -.004 '^• •'• •• J� ' 0 Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) Axialrkl Ic v Shearfkl Ic z SI k Ic Tor! RISA - 3D Version 5.0b [F: \...12004 Projects \4359 UPS.- Tukwila \4359 - UPSTukwila (TMR).r3d] Oct 25, 2004 3:42 PM Checked By: Page 12 F4-6 684 min -10:21 8 . 007 7 0 7 -.002 8 07 0 7 685 M115 1 max 1.545 9 1.138 7 -.054 7 .005 7 0 7 0 9 686 ' Min ' - 43 .• . . 10 -.294 10 0 10 0 7 0 8 687 2 max -.337 9 -.268 9 .089 10 .007 8 -.114 7 -1.205 9 688 min -.638 8 ':'' -.542 8 .028 7 .004 9 -.651 10 -2.355 8 689 3 max -.447 9 -.327 9 .204 10 .007 8 0 8 0 9 690 •.' min -.638 8 -.62 8 .028 7 .004 9 0 9 0 8 691 M116 1 max .039 9 1.691 7 1.729 9 .282 7 0 7 0 9 692 min -.227 8 .86 10 -.116 8 .093 10 0 7 0 8 693 2 max 1.641 7 -.184 10 .439 7 -.033 10 .26 9 -5.737 10 694 • : * • - , min -2.71 . 10- • -.264 - 7 -.002 10 -.114 • 7 -.416 8 -11.084 695 3 max 1.423 7 -1.633 10 .067 10 -.062 10 0 7 0 10 696 min -3.387 10 -3.199 7 -.312 7 -.177 7 0 10 0 7 697 M117 1 max -.192 7 .777 7 -.148 9 -.012 9 0 7 0 9 698 min -.442 10 ..31 10 -.301 8 -.019 8 0 7 0 8 699 2 max -.35 8 -.076 9 .166 8 .02 8 -.582 9 -.979 9 700 • - - • • -.:,•,-:•'• s '• Min - s • 9 - -159 8 .111 9 .012 9 -1.131 8 -2.464 8 701 3 max -.35 8 -.281 9 .26 8 .02 8 0 8 0 10 702 ' :y.•. • ' :i' thin ' ; 92- • : '•=7- :•'. ' 8 - ..11-12.: - '9 .012 9 0 9 0 7 703 M118 1 max .698 9 .861 7 -.044 7 -.003 9 0 7 0 8 704 •'.• :' .1 --'.':. r'-':' •::,-"- •:'-'• *- '.' eriin ' • '',. 5..1:4. , .392 10 s•-.272•'•*.• •10 -.006 8 0 7 0 9 705 2 max -.372 10 -.162 9 .075 10 0 10 -.095 7 -.772 9 706 - - -• :- , s .‘: . • - Min :'4.605 7 .367:. 8 023 7 -.003 ' 7 -.606 10 -1.643 8 707 3 max -.372 10 -.22 9 .201 10 0 10 0 8 0 9 708• ..• '.. - i..4 ''':,rs Min . :4:-4•=: :'-‘•;• i ' 023!' :: 7 -:- ''.003 • 7 ' . -- ' 0 •• ' • 9 • • 0 " 8 709 M119 1 max 3.817 7 1.08 7 .002 8 0 7 0 7 0 7 710 • .1 ;WC. .,'. rtiiti.:iA 10 -• ...'.•••••1•35 ','.'.. ta - -9 - ' ,• 0 -''.::•• 0 • r 0 7 711 2 max 3.73 7 1.08 7 .002 8 0 7 .008 8 -.653 10 742' , '•'-'4 7 .•:?; , , , :'• ,- ..4=4..: ..41V-:#:•31 'af:?162. 10. M354 10 ':.. ::9. • -• 0 .; ' .7 .008 9 . -5.222 7- 713 3 max -.216 10 -.518 10 .002 8 0 7 0 7 0 7 714 '.'• ;:. MI6 4:985; - 7': - .::.:•=4:142.'.:'' • 7! .:::.002 :i -. 2is••:. - Hs' 10 , 0 *. - 7 0 7 715 M120 1 max 7.664 7 .007 7 0 7 .011 8 0 7 0 7 716 .411:',:t4.5, •;;M:,•;•:;:'•.: Min :i1: :i006 9 .' :.:ZITiz.0.-. 7 . .: - "9 - ". 0 .,.' ::7 .. 0 7 717 2 max 7.657 7 0 7 0 7 .011 8 0 7 -.004 9 .. 71•8:7 , .. ; , ,,, , , ,, ...77;:,:::... , .....,t,,- ; ),..-,?;;:;:‘,- :-.' hiiii fI0 . a: - C.:110'.•:t-,..7..v , i •7 ' .::;:011 -.9 : ',..,: 0 ' ' , 7 :,::' ' .005 7 719 3 max 7.649 7 -.006 9 0 7 .011 8 0 7 0 7 720 ' ''..::,?:.,,:,.'•---. t:- s ''sf Min 7 . :11 . 370 ' 7 ' -, " - .^.;:011':' 9. `:. ' 0 ' 7 ' 0 7 721 M121 1 • max 1.125 8 .007 7 0 7 .01 9 0 7 0 7 722 '.' :•4 friih.:-:385 :!•';''.006 •.i**••• 9• •7.: ' 0 ' 7 .:.011." ' 8 - 0 7 0 7 723 2 max 1.117 8 0 7 0 7 .01 9 0 7 -.004 9 124', ,Vg-iti.ili'':,:1411; zAci*AitiWkt With, iV•13914P49iii !.:ti': ,4 :: . ' ....,:'.4011: : : '..:;.;•....O rf•- :7 - • , -.._•-.005 7 725 3 max 1.11 8 -.006 9 0 7 .01 9 0 7 0 7 726' ' Y= thih :'-'3.';395.'F : r -.:il007:::,i 7;'• :';' - T . :: 2•-•Za:011 :8 ••='!..:: 0 ' -Y *7 - -, -.; 7 727 M122 1 max 0 8 -.083 10 .054 9 .005 9 0 7 0 10 728: •,‘'•Iiii: •!: .. ,;041 . 'f i 9'.• '..':';:e254Z ;;T' ;.'-i166 -'- !8"i• -, 415 ' 8 '7 0 ': • . 7 . 0 7 729 2 max .791 7 1.86 7 .127 10 .011 10 .147 9 5.693 7 730 ' ,, •: '. . min '" • :: "10 • •• • 7 ';;. 02 • '' 7 ;-.434 8 .456 10 731 3 max 0 7 .09 9 4.317 8 1.464 8 0 9 0 7 732! :',::&=4 'iss'i'4',',:•?2 imin :',2 .',.81, .,111535.: ' 9: :-.521'..l ' 9 : ‘.: 0 ,:- . '13 • 0' 10 733 M123 1 max -.954 8 .018 8 3.58 7 .464 8 2.187 10 -.164 10 734 _t .r;'iltir.41Fitnfl':::6 'thin :14:95644` T.9 ;..`4:1286 '1 0 ' '. 9.: -43:276: 7 ' : - 7 735 - 2 max -.1 8 3.097 9 .188 9 .123 9 -.234 7 -.724 10 436' „:4: 1 -"?.%):=W: .,, :ii5c ::'; e6iii r:1;;1368.59 -...gat`47- 48 :::::tz,565 flf : • . =:";=:;687 ': . -";,..: , :-5.212•1•••'. 7' 737 max 10.169 9 -.408 8 .653 9 .011 7 2.903 9 .217 .,- 1 1 38 '" "" niiii ..- " -•;:; `81 i42 10 ;' '-' 8 , ' • '. 033 ' 8 739 M124 1 max .35 8 -1.867 19 • .185 9 .085 8 . 0 7 0 740 .* '•,','•••:,.'"--.;,'•;:;;-, 4025 ...9 ._. = - %-5169 ' .'•.'" : 7:- , . L393. ' ::-...;.018 9 0 ' . ' • .7 - 0 .-. • 8 Company : TM Rippey Consulting Engineers - Designer : RPH Job Number : 4359 DA Platform-UPS Tukwila,Washington Envelope Member Section Forces (Continued) *A; Oct 25, 2004 3:42 PM Checked By: heariki lc z ShearFkl lc Tor - z-z - RISA-3D Version 5.0b • [F:\...\2004 Projects\4359 UPS - Tukwila\4359 - UPSTukwila (TMR).r3d] Page 13 11--.41-61 741 2 max 1.557 7 8.594 7 .E 10 .552 9 38.283 7 742 - min ' . .1 , 10 2.08 10 .35 8 -.173 9 -2.912 8 8.156 10 743 3 max 9.0.25 9 .154 8 2.195 9 .651 9 8.438 9 -.506 10 744 min -.086 8 -4.798 9 .654 8 .321 8 3.522 8 -4.293 7 745 M125 1 max' .115 7 .442 7 0 8 0 9 0 7 0 7 746 min =.121 '':. 10 .133 "" 10 -.082 7 0 ' 8 0 7 0 10 747 2 max .115 7 0 9 .016 7 0 9 0 8 -.233 9 748 - min ' ' -:019 10 -.002 7 0 8 0 8 -.143 7 -.79 8 749 3 max .115 7 -.122 9 .075 7 0 9 0 7 0 7 750'• ` - :::?:.min .: :042 °:: 10 -:4 ` • 7 0 8 0 8 0 7 0 10 751 M126 1 max .248 8 .222 7 .038 7 .004 7 0 7 0 10 752" <::' : •'- ==_:' mm • - .054:9 .074. 10 :., ; 0 8 . 0 - 10 0 7 . 0 7 753 2 Max .215 8 .007 7 .007 7 .004 7 .067 7 -.145 10 754. . -.. ;:'M;;- min :054 9` =..- -:002. 10 ;0 . 8. • .:0:,.. • 10 0 8 -.46 7 755 3 max .166 8 -.083 9 0 8 .004 7 0 7 0 10 756 :... . , : ,:.. . .........._, �:...,., ....�: m n ,... = =;054' :� . ��• =� ' =;254 8 • .:: - .041 � 7 . , 0 10 0 7 0 7 757 M127 1 max .272 10 .983 8 -.135 10 0 9 0 7 0 7 758* : . ' -' min . 0''= 7:. • 9 -.58 7 0 8 0 7 0 10 759 2 max .364 10 .106 8 -.019 9 0 9 -.142 10 -.407 9 , 760 :'J :::..::.: '4:' �--::` ;min 0 -1 ' y i -.7 , ;;::028, .:. g , - :118: ::•• 0 8 -.668 7 -1441 8 761 3 max .425 10 • -.209 10 .341 7 0 9 0 7 0 • 7 762: min . •; :_,., :{ .7_ .. ,.... :725: 7 • •.072 10 0 . _; 8 • . 0 . .'7 -0 " 10 763 M128 1 max . 22.374 8 2.107 7 2.1 7 .527 9 4.071 10 .594 7 764. .: , . .. .,.,:,.(i. .. mtn `1 =$7 AJ .. .:g::045 .,, '... 10 .._.763 10 ' - :1 ' 8' : :- 7.706' 7 - -6.547 10 765 2 max 22.51 8 • -1.454 9 -.084 8 .061 8 2.752 9 .382 9 766. • _ in • .29 ;,'. ; 9 . -3.663 8 -.16 .. 9 -.113 9 - -.329 8 -3.516 8 767 . 3 max 18.986 10 -.824 9 -.096 8 .087 8 -1.043 8 , 40.616 7 768 i .. - - w ; .,:, ... � min = '4529t.' �:7 , ::V2:1T2 -: '• '8' :.•1`:344 9 - x:414 "• 9 ' -4.351 9 16.004 10 769 M129 1 max .312 8 .439 8 .068 7 0 8 0 7 0 7 770`- = ..-x-w` -_-. ; ::,..:t, : , = ` Tg min -:: - '�.�. Oi,?5� �.9 y'-: g�•.':, 1'33`., .. ,g , ' Y -;_ - ,0; : _= : '� : 8 : '' ... 0 . ;9' 0 7 0 7 771 :77,2;:.." 773 774 :. 775 ; .. ?.. :v� - , .:,.� ' % . , ti :-' �iG.r' 'dr= M130 2 / : ° - .',ru�i��'mtn 3 y < : � ; �. r . w . ,:.F }_n'11n 1 max % 'max . max .251 �'H..at��;�� 01. .164 r 1 �,?riz,�.Qd�., t, -1.599 ! [corgi cor' r3) -.001 10 .01 7 0 col o`rt; ' co en co .• . - Cr) C‘I c:ro o • IT r- , -.224 a) co r- r-- r- ': ,c. .r, ;,.�� :�005:...<�w Ji ;:7.:'w .i- 4 �� :t ...tips.. .� . ._g� i w�i.t• ��0 ...., , . .�,. .:.,, _ � , 757 -.135 10 0 8 0 0 ; g411 5?� >': .ctL`'.. �g: .:!':7=', � : '. .0�14'�`' :;^-' 7 r. '.7.4t - � �0 . _ . -- ,0 .178 7 .035 7 0 0 ::776 ="a:s a ...0 .3 �- �:r '� -, : 'a t+ ; : : tt;u:;i1 iii YI : :4 "�-�. 6.. „� ^ � &� l.;4 f .. :� Q .. r: 063: -� _.. - ; ,fix '9:� .i } +:i +t : f ; ,. : J• 0 _ 'g:. is ,0�,,. t •.• . ; .. g := . :, 7 ' ; .0 .. 7 777 2 Max -1.599 9 .009 7 .006 7 0 8 .061 7 -.101 9 .7.78' ° .. ;: .: , 9,''.: , 114.4i •rtiin ; - 4 47e 8:4 *:; :002:• :r .i9: -1 ":0 `8 :. - 0 ,•9 0 _. . 8 - :296 7 779 3 max -1.599 9 -.058 -• 9 0 8 0 8 0 7 ' 0 7 ':7i30 1i "GiX.t:;.r.,.t ',•� _ . r::�:..rzti:;. �. � - . .-1;t1 4: *.� �wz ir'mi`ri �_,k 1� 1 , X522 :• '.q ; &• - a . :xt:i ; r` . � : r �:��: .1'6`�s. �:.�; _ _r•" ., . - :03� = '� �7�• ;;'•;`.:: . � 0: ;z.:�, <;g. : :� p' '�r••.� -g7 ^ . . . . >0 , ..... 7 - Company : TM Rippey Consulting Engineers Designer : RPH Job Number : 4359 DA Platform -UPS Tukwila,Washington Envelope Member Section Forces (Continued) RISA 3D Version 5.0b (F: \...\2004 Projects \4359 UPS - Tukwila \4359 - UPSTukwila (TMR).r3d] Page 14 -v Mom... z -z Momentf -fti lc Oct 25, 2004 3:42 PM Checked By: Z ~w 6 00 U) 0 Ill F•- w 0 • _ w = w ? F- ZO w w O • N D F- w W H� � O •• Z w 0 0 H I - Z AQC-ILE Kic�c2 TM RIPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 "%) \CJ.= 37‘ o.925g- 1L1 - �,�3��' 3I .08L S&- ` E . S. n 2 = � ` T (o.C: o, f� 2 z.) 3/4- o6 g LT pest .1 l EASE]) otit SeccIAL esrn ‘L (,04C. C.un :: "Pk ✓� " (Ls _ 31 I S'c. ! Bo - S x 1,1= S t k L j 1.1 4.=, 4- u : e. s tz T (- v � ^ .(CD•51V 1- 0,S. k) + o.3 [en - I) CS - okh)- � / Z .--C11/ • , 3 ( +o.s (1)4- 3/ Z -i> ( 3- 0%125) L ''tI2S/Z] - 0•1125A'y Se $azS ems= iSo.B > } C co. s34-1 — 0.c.03 • I4,s = \ G. 4 - % (. 2 X Z 5 S . b 1L- ' 3 I I` ` IL BY R.P , DATE lie(j)/°4 CHK BY DATE JOB NO 4 5 s SHEET C- I OF U �5 - 1vK -kAnLP. 3 0 MH'3, Pee AIsc. 137, z J U U 0. (n 0 1U I U U. W O u Q - d = ▪ W 1-0 w uj • O. U 0 N O F— W W H r O Z til N . • O ~ z i' xi_:. �..' L: Ry.. µV» w+' s .:i��:..,,.:.:•.n....: - ..u,: (:�.J:,i:...:.IW.:L� Ptl-1� F3c�l. ( L.= 'II EE2% - C - i P. Cc NN sal a- ( - ) gct..i Co N 63L-z_11 J 4'4' As ZS - L-1 3/6 I_ os a L L 4"- 3 '/Z 7 ff 151/411 T ouiS N- L •s1 (.0 ON) E1no w I 2). 1Y1I 3 , 1 4' A3ZS Bout A TM R CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 S F -4E1 C n tJN E3-710 J 1 1 = 37. JL x J 1 got. CTABIE 1►() 2- 1 /4 "4 aot_ - c s G∎ttheia t : e_ch TO f3 l A c,3�� Pc`= 37.1 " 1.1 _ c..3. I v P S — lu K.w‘L BY R l DATE 10 Co CHK BY � DATE 4 JOB NO � i.5 ( 1 SHEET C Z OF ID u SLE AL1 t � � coKt IJEC-7, 0ti\ ( SMALL Re—Ace-11oro S L= Ta 3g o EloLT - ra TABLE. 2 - 4\ w.144 1, 4. ..(:: TM RIPPEY P%h. CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 = J / z " • S S l •1 = 3 ) . S 1 L � ` - - - c : � +L arc. 1 z0 J /-c. 5rnY}(� D1 ot a-�. ��L1o�JS J■1 1 t) Z N./1 1 o 3 NlI I cs N/1101 M10°1 t`4 I j I ttA1IZ I 14-,o "l/ P S 2 K.tk71 t..,, A BY RPN DATE 1 °1 24 /1c4 . CHK BY DATE JOB NO 436'1 SHEET G 3 OF re 6 O o U) 0 , W i . w 0 } • d = H =. Z 1-- I- O Z I— w uj U0 O - O I- T w HU LL. O w z U =, O 1- z 1M SASE. P(.AZ GI IC BASe. t�J�*'i IN�GIW�,SS 11" BEiLoE.E.N goLrs + I' -Z 1'- - BASE OtPLS TM RIPPEY A . CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 Sam 01 "- p6(vJ. -1 BAseD dr..t s► EG.IAt- PLA s et. ‘3 ElED PAT. 14 � — Z.33k 69 Z• 33-x. 1{ -��• � c}� — C� .C5S" = 'Sts (■L16 LI\3 LL Ico K -= Z'.2 -- 11`` _ 8p Tis K.►K-.i 4. = 3c.. '` -s` o. Gce — Z3 .74o 14-s ' x (� 7 S M X30.3 1 6 5 / /� 3 UPS - TV - 3Itom. 1 45 ‘1 $ASE, PcT 12D A: c:�M �� cJ a1 BY ZPt CHK BY DATE JOB NO 43' 1 SHEET 4- OF DATE 10/Z7/04 • 1‘ "TY SASE. Pc-A-TE 13A. Pc-4, TS 17 1: TM \.. RIPPEY CONSULTING ENGINEERS 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443-3900 VP ( Zr = "6" = 40.9 ‘4/144 tnz = =se..,y_ci 3 c.. sm. ■■••• z 54' P1-11crn U PS— -4-- 5 1(:5" L1 4U'Jh BY 2,e4._ DATE' ("1 CHK BY DATE JOB NO 4 3 s Cl / SHEET CS OF ■••.: • • •• .••• : •• •■•• .•••: 4,a410 414.■ • z 1 z re LI —1 C.) 0 U) U) WI -J uj 0 u_ Z I— 0 Z uj 2 n 0 — fa I— CU u j L I 0 Z co 1=0 ILA BAsa. PL A.T E ANL Gw R.A I 1 S C 13 W LoAcQ IvJ p PP D1t1 c.'1=uv) \tmayc . Z 5.9 9 $ K11 S L-C 8 Tm0.� = Zi 23V 4--- MIS LG» 1 T�fysi �� IL.\7 Cotit LK.E T E I- 0011►JL-i swri PSok_k SET A•bNie,Srve cz5 Y 4.A Eme,eDrAe737 W1 Avf- S_ct" '1 T / = 4 5 13 * (Aseo 0,A 4 1/44 n M E 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 9513 * 0,ct5 - 7)z 1.1 = 134 4ubLT -s T = z' o. ►L /r301 aR, v,z "4 315o'$ r $ (,7 -- c S'7 A* G4_ _ = Z5 Sod* ---- 1Uo CgocDr use 5/ t x 5u L-=7v1 a A+V crf-o 2. Sa L T Sl' e._ s► \!‘c= 4 5- 1s 40 x 1,1 = 828 * Ko.93. Fo2 (r" seA: Lx w= `/AJ-- 39D sciE3sc.D1 \� = D (3 ZS " l , A = Z4 6 4— Wc) (c . ' vDE L4) 3 /4' = °* e0 3/ ` >ta sim Psa+ll sit w / SPAC KD (, TM RIPPEY A A CONSULTING ENGINEERS u - ' �ut_tAD IL. A BY RP t{ DATE lb12 Ca / CHK BY DATE SOB NO 4S.7 SHEET co OF z z r w QQ = JU U O W = • u. w O • d � w Z ' z0 M ' U O — O F- LU w w z U = 0 z ,.. A+ +tin.:;, t:;t6 «i:ri a; �:... •x•kzxc i::.s e:ytr_�,r «r,4a:? b wi: vd'.':,,. .i::i EPEE PLATE.. AN) ct c511 SASe, PLA ' /z'`ce K 4 aVl b SIIYI sztJ ' 5ET' t* )G w / SPr -tAL IKASPECTC!.4 T Ilo w = 2 5, 5 co 3t SEs. ('2-041 o..D S P•cx �. 7650 S.W. Beveland St, Suite 100 Tigard, Oregon 97223 Phone (503) 443 -3900 Z7 'o ¢, ► . de._ 14, - PT LL, PLATS TM RIPPEY CONSULTING ENGINEERS U PS - TukiD1LA 47 2-L 4. 8 BY Y RPH DATE 10 /4C0104 CHK BY DATE JOB NO 4 t SHEET C- OF z • Z ne w QQ • iO 00• to 0 N L. w g Q = d. w 1- o z I O N 0 I- w W H U u. H O w z. 0 ~ z November 7, 2005 City of Tukwila Department of Community Development Steve Lancaster, Director Ed Vanbunker UPS 11300 Tomahawk Creek Pkwy, Ste 200 Leawood, KS 66211 RE: Request for Extension Development Permit No. D04 -439 UPS — 550 Andover Pk W Dear Mr. Vanbunker: This letter is in response to your written request for an extension to Permit No. D04 -439. The City of Tukwila Building Division will be extending your permit for 1 80 days (through April 28, 2006) from the date of your request. Please be advised that this will be the only extension granted for this project.: If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, m er arshall rmit Technician File: Permit No. D04 -439 P:VenniferkExtension Letters1D04.439 Permit Extension.doc jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steven M Mullet, Mayor Page 1 of 1 ce JU U 0: co co lit W I H CO L W O 1L U D d . H=. z � O z �-. U D O Q, .D W • W — ▪ O ..z. U =' Z • • • • • • • October 31, 2005 V Mr. Benedicto Dear Sir: I have received your letter regarding open permit number D04 -439 expiring on 11/15/2005. I am requesting a six month extension to resolve an open issue identified during the electrical inspection. If you have any questions I can be reached at 913 - 266 -4795. Thank you for your consideration in this matter. Sincerely, Ed Vadbunker UPS Project Engineer Co, ■io lid days mot. 44 ^kg. reVest 3Navo5 fir V Q' RECeIV b Nov 0 2 2005 Ditro UPS 11300 Tomahawk Creek Parkway Suite 200 Leawood, Ks. 66211 ��.....� ,.3 _...4a �._ .ti.::....._ • z i1 1J CC 6 00 co C w= J 1- w0 g J. LL El d = Z �. • 1 z �. D o U N O. — . 0 1— W 1- - U. 0 I ii z U N 0 H O z 10 -03 -2005 ED VADBUNKER 11300 TOMAHAWK CR PY LEAWOOD KS 66211 RE: Permit No. D04 -439 550 ANDOVER PK W TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writinz and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/15/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Permit Technician xc: Permit File No. D04 -439 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 18, 2005 JEFF MOATS 6707 N BASIN PORTLAND, OR 97217 RE: Permit No. D04 -439 550 ANDOVER PK W TUKW Dear Permit Holder: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become_ null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicant's control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/15/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 11A, AAJA0a) ennifer arshall Permit Technician xc: Permit File No. D04 -439 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z � 00 co o LIJ co u- u j 0 gQ = F .w Z = I-- 0 Z l-- LLI O • N O I- wW tL O w z to z Reid iddleton February 18, 2005 File No. 262005.005/00402 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal United Parcel Service (D04 -439) Dear Mr. Burnell: oit) We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant responded successfully to our comments. Individual revised sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: Si, ST -01, ST -02, ST -03 and ST -04. Structural special inspection by qualified special inspectors should be provided, per IBC Sections 1704 and 1707. The following is a summary of the structural special inspections: r' 2 120 05 1. Concrete construction: Continuous, see also Section 1704.4. 2. Reinforcement at concrete construction: Periodic, see also Section 1704.4. 3. Installation of concrete adhesive anchors: Continuous, see also Section 1704.13. 4. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. 5. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. 6. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. 7. High - strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. 8. High - strength bolting of structural steel, slip - critical: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 r tial) Mr. Bob Benedicto, Building Official City of Tukwila February 18, 2005 File No. 262005.005/00402 Page 2 es*4 Enclosed are one complete set of the revised structural drawings (bound with the originally submitted architectural drawings) and an additional set of the revised structural sheets. Also enclosed are the structural calculations and correspondence from the structural engineer for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Philip 'razil, P. ., S.E. Senior Engineer Enclosures cc: Jeff Moats, United Parcel Service Tim Rippey, TMR ti j\26 \pl anrev w \tukwi l a \05 \t004r2. doc \prb Reid iddleton o � 6 Jo : o O co o w ui J w V. w O L1 s d ui . z O z E- W o w :- U. LLI co E_ O Z fEZI February 15, 2005 Reid Middleton Attention: Philip Brazil 728 134 Street SW, Suite 200 Everett, WA 98204 Re: UPS — Tukwila Plan Review Project Number: 4359.01 The following is in response to your plan review dated February 9, 2005 of the above noted project. TM RIPPEY 1 : k. CONSULTING ENGINEERS Phone: (503) 443 - 3900 Fax: (503) 443 -3700 FEB 22 2005 Y1 . r DEVELOPMENT 7650 SW Beveland Street, Suite 100 Tigard, OR 97223 1. The special inspection information has been added to the drawings, Sheet S 1. 2. The notch toughness note has been added to the general notes on Sheet S 1. The live load information has been added to the general notes on Sheet S 1. See also Sheet ST -02. The ASD specification has been added to Sheet S 1. The concrete specifications have been added to Sheet S1. The AISC ASD specification note has been added to Sheet ST -02. A connection schedule has been added to sheet ST -02. 9. The structure has been re- analyzed with the vertical force component portion of the special seismic load combination. The load to capacity ratio for a typical member was increased approximately 4 %. The structure reserve capacity is adequate to cover this increase. Please see attached calculations. z qq W � J U N O J = U) LL w 2 �Q d . = W w t u U � co 0— oI- W U tL 0 w z O 1 z • UPS — Tukwila Plan Review Project Number: 4359.01 February 15, 2005 Page 2 10. The calculation of the welds on Sheet C -1 was an alternate connection for the brace angles. The actual connection is bolted with two 3/4" A325 bolts. 11. The detail reference on Sheet ST -04 has been added. If you have any questions or require additional information, please do not hesitate to call. Sincerely, Ray Watson, P.E., S.E. Project Manager RW /mdg • S SION N1 rte, EXPIRES 9. l Z •ZOO 5 �� Reid iddleton February 9, 2005 File No. 262005.005/00401 Mr. Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal United Parcel Service (D04 -439) Dear Mr. Benedicto: General Geotechnical 1. No comments. Architectural 1. No comments. Structural General We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. 1. Responses to the review comments below should be made in an itemized letter form: We 'recommend the permit applicant have the structural engineer respond and:resubmit• sets of the revised drawings and one copy 'of the supplemental "structural calculations.-All information should be submitted directly to Reid Middleton, Inc. RECEIV I FEB 11 2005 comm DE VELOPMEN T Washington 1. Structural special inspection by qualified special inspectors should be provided, Oregon per IBC Sections 1704 and 1707. The following is a summary of the structural Alaska special inspections: a.: Concrete construction: Continuous, see also Section 1704.4. b. .Reinforcement at concrete construction: Periodic, see also Section 1704.4. c. " :Installation of concrete adhesive anchors: Continuous; see also Section 1704.13. , .. d:. Fabrication and erection of structural steel: ' Periodic, see also Section 1704.3. e. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Periodic, see also Section 1704.3. Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Foundation 7. No comments. Vertical Lateral Mr. Bob Benedicto, Building Official City of Tukwila February 9, 2005 File No. 262005.005/00401 Page 2 f. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and floor /roof deck welds: Continuous, see also Section 1704.3. g. High- strength bolting of structural steel other than slip - critical: Periodic, see also Section 1704.3. h. High- strength bolting of structural steel, slip - critical: Continuous, see also IBC Section 1704.3, Section M5.4 of the AISC Specification (AISC -LRFD or AISC -ASD), and RCSC Section 9.3. 2. A note should be added to the section of the general structural notes on metals, Sheet S1, specifying that the welding at the seismic - force - resisting system of the building shall be made with filler metal producing welds with a minimum Charpy V -notch toughness of 20 ft -lbf at minus 20 degrees -F. See IBC Section 2205.2.2 and Section 7.3a of the AISC seismic provisions (AISC 341 -02). 3. A note should be added to the general structural notes, Sheet S1, specifying the uniform design live load for the platform and whether reductions were taken. See IBC Section 1603.1.1. 4. The section of the general structural notes on metals, Sheet Si, should be revised by specifying that design, fabrication, and erection shall be in accordance with the AISC ASD Specification, including Supplement No. 1, dated December 17, 2001. See IBC Section 2205.1 and Chapter 35. 5. Material specifications for the reinforced concrete footings should be added to the general structural notes, Sheet Si. See IBC Section 1901.4 and Section 1.2 of ACI 318 -02. 6. Note #3 of the general structural notes, Sheet ST -02, should be revised by specifying that design, fabrication, and erection shall be in accordance with the AISC ASD Specification, including Supplement No. 1, dated December 17, 2001. See IBC Section 2205.1 and Chapter 35. 8. Details should be added to the drawings for the gravity support of the steel beams for review (i.e., beam -to -beam and beam -to- column). See IBC Section 106.1.1. 9. The load combinations in the calculations (i.e., page F1) that include maximum seismic load effect, E should be revised. On page L9 of the calculations, the dead load effect, 0.2 SDS D, is assumed to be zero. This is not the case, however, in the 2003 IBC. Load combinations should consider negative and positive dead Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila February 9, 2005 File No. 262005.005/00401 Page 3 load effect in combination with the amplified horizontal seismic force, no QE. See IBC Section 1617.1 and Section 9.5.2.7 of ASCE 7 -02. Note that IBC Sections 1617.1.1- 1617.1.1.2 are limited to use of the simplified analysis procedure. 10. The locations, sizes and lengths of the fillet welds of the angles to the gusset plates should be specified at Details 1 /ST03, 2 /STO3 and 2 /STO4 for review. See page Cl of the calculations. 11. Reference to a design detail should be added to Sheet ST -04 for the single -sided knee braces. We assume it is Detail 2 /ST -03. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Philip razil, P.E., E. Senior Engineer cc: Jeff Moats, United Parcel Service Tim Rippey, TMR v1f \26 \planrevw \tukwila \05 \t004r 1.doc \prb Reid iddleton re U1 2 0O N0 . u F- wO LL. cd t- z � I- 0 zI-- ll! uj O N W uj u. O 0- O ~ z January 24, 2005 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Dear Mr. Swanson: Sincerely, encl Brenda Holt, Permit Coordinator xc: Permit File No. D04 -439 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Structural Review United Parcel Service - D04 -439 550 Andover Park W, Tukwila Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 NNW THE BLUE LINE December 13, 2004 Stefania Spencer, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 -2544 RE: United Parcel Service Support Platform Site Plan Submittal Dear Stefania, 25 CENTRAL WAY . SUITE 400 . KIRKLAND . WA . 98033 OFFICE . 425.21 6.4051 . 988.493.9424 FAX . 425.21 6.4052 INCOMPLETE LT R #._.�� Attached to this letter is a site plan for the United Parcel Service (UPS) building located within the City of Tukwila. The site plan was created per City of Tukwila requirements for permit application submittal. No site improvements are proposed outside of the existing structure, rather the extent of work consists of building an equipment platform as shown on the construction plans created by Diversified Conveyors Inc., and TM Rippey. The following information is included in the site plan where pertinent, or excluded if determined not applicable: 1. North arrow and scale - Inchtded 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements — Included 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions — Table is included w/ number of stalls and type of parking available on site 4. Location of driveways, parking, loading & service areas — Included 5. Recycle collection location and area calculations (change of use only) — Not applicable 6. Location and screening of outdoor storage (change of use only) — Not applicable 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries — Not applicable 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) — Not applicable 9. Identify location and size of existing trees that are located in sensitive areas and buffer of those identified by size and species which are to be removed or saved —No sensitive areas; No trees are to be removed 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) — Not applicable 11. Location and gross floor area of existing structure with dimensions and setback — Existing building shown on plan CIVIL ENGINEERING . LAND DEVELOPMENT DO TING 3 RECEIVED CITY OF TUKWILA JAN 1 3 2005 PERMIT CENTER +:v 12. Lowest finished floor elevation (if flood control zone) — Not applicable 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review —Not applicable If you have any questions regarding the enclosed information, please do not hesitate to call me at (425) 216 -4051 x31. THE BLUELINE GROUP Kenton M. Lauzen, P.E. Project Engineer z Z rt w QQ � . J V ' UO N 0 W= • � LL, w 0 LL = d. I- O. Z !- Ill la U � O N !-' w w H 0. lL F., ui Z. O z November 8, 2004 TM RIPPEY ?Ca CONSULTING ENGINEERS Diversified Conveyors,Inc. 3160 Directors Row Memphis, TN 38131 Re: UPS Equipment Support Platform Project Number: 4359 Dear Mr. Saliba: TM Rippey Consulting Engineers has completed our structural analysis of the equipment support platform to be installed for UPS in Tukwila, Washington. Our analysis was based on the 2003 International Building Code, ASCE 7 -02, Minimum Design Loads for Buildings and Other Structures, the Steel Construction Manual ASD, 9 Edition., and AISC 341, Part I and II. For this analysis we reviewed the drawings ST -01, ST -02, ST- 03, and ST -04, prepared by your company with most recent revisions dated 11/04/04. The scope of our analysis was limited to the structural frame only. Any equipment attachments or foundation support is to be by others. Please see the attached computation package. We have found that the structural frame, as shown on the drawings and submitted to our office is capable of supporting anticipated Code gravity and seismic loading. If you have any further questions, please don't hesitate to contact our office. • Si ay atson, ' . Project Manger Encl. INCOMPLETE RECEIVED CITY OF TUKWILA JAN 1 3 2005 PERMIT CENTER 7650 SW Beveland Street, Suite 100 Tigard, OR 97223 Phone: (503) 443 -3900 Fax: (503) 443 -3700 h 36859 J. s' 16 • EXPIRES 1 z • z • w aa � j U O CO J 1-- N w w 0 = • d ur z � w • w O - ❑ t- w • w 11 0 z w = OH z /Mit TM RIPPEY CONSULTING ENGINEERS LETTER OF TRANSMITTAL Date: Wednesday, January 12, 2005 Project Number: 4359 To: City of Tukwila Department of Community Development Attention: Allen Johannessen Project: UPS -- Equipment Platform Permit #: D04 -439 Enclosed: ®Plans DShop Drawings ®Calculations Specifications ['Details ❑Copy of Letter ®Other: letter Number of Copies: Descriptions 1 City of Tukwila Revision Submittal Sheet 1 Copy of Original Permit Application Form 4 Drawings (24X36) 4 Calculation Package (Foundation and Platform) Remarks: Equipment platform drawings prepared by Diversified Conveyor. We have reviewed the design and drawings. Please see attached sealed cover letter and calculations. Foundation drawings are stamped as they were prepared by TM Rippey Consulting Engineers. Copy to: Signed: ❑For Your Use For Your Review EFor Your Approval As Requested Ryan Hardie ['Mailed ®Delivered ❑To Be Picked Up 7650 SW Beveland Street Suite 100 Tigard, Oregon 97223 LTR# MPS ETE Phone: (503) 443 -3900 Fax: (503) 443-3700 RE erve CRY OF TUKWILA JAN 1 3 2005 PERMIT CENT Oo4L43? z z re 2 - 1 L 1 QQ � J U 0 CO 0 W= J 1" w 0 LQ = a Z = Zo W uj U O — O H W W 1— W z co O 1— z December 16, 2004 • Mr. Jeff Moats 6707 North Basin Portland, OR 97217 Dear Jeff: Sincerely, Enclosures File: Permit File No. D04 -439 city of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D04 -439 United Parcel Service — 550 Andover Park West Stefania S encer Permit Technician Department of Community Development Steve Lancaster, Director This letter is to inform you that your application received at the City of Tukwila Permit Center on December 13, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have questions with regard to the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 Steven M. Mullet, Mayor Determination of Completeness Memo Date: December 14, 2004 Project Name: United Parcel Service Permit #: D04 -439 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner 1Z . JU 00 LLI J w ga _1 u_ cn = w z � � z �- w o . 0 - o,— 3. Please describe the type of equipment that will be mounted on the mezzanine and how it w w is mounted. Show where the stairway is located along with its specifications. 1 L-- 3 w o � A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 1. Provide a floor plan, which indicates the location of the mezzanine, and include in the floor plan the location of existing doors (exits), walls and surrounding conditions etc. 2. Along with the complete work description, describe (name) surrounding building rooms/areas and their uses. Should there be questions conceming the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. z THE BLU LINE G REM UFm December 13, 2004 Stefania Spencer, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 -2544 RE: United Parcel Service Support Platform Site Plan Submittal Dear Stefania, 25 CENTRAL WAY . SUITE 400 . KIRKLAND . WA . 98033 OFFICE . 425.21 6.4051 . 888.493.9424 FAX . 425.21 6.4052 Attached to this letter is a site plan for the United Parcel Service (UPS) building located within the City of Tukwila. The site plan was created per City of Tukwila requirements for permit application submittal. No site improvements are proposed outside of the existing structure, rather the extent of work consists of building an equipment platform as shown on the construction plans created by Diversified Conveyors Inc., and TM Rippey. The following information is included in the site plan where pertinent, or excluded if determined not applicable: 1. North arrow and scale - Included 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements — Included 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions — Table is included w/ number of stalls and type of parking available on site 4. Location of driveways, parking, loading & service areas — Included 5. Recycle collection location and area calculations (change of use only) —Not applicable 6. Location and screening of outdoor storage (change of use only) — Not applicable 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries — Not applicable 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) —Not applicable 9. Identify location and size of existing trees that are located in sensitive areas and buffer of those identified by size and species which are to be removed or saved —No sensitive areas; No trees are to be removed 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) — Not applicable 11. Location and gross floor area of existing structure with dimensions and setback — Existing building shown on plan CIVIL ENGINEERING . LAND DEVELOPMENT L;ONSULTING D04 -439 i op td DEC 13 2004 FERMJrcevrFR Sincerely, THE BLUELINE GROUP Kenton M. Lauzen, P.E. Project Engineer enclosures 12. Lowest finished floor elevation (if flood control zone) — Not applicable 13. See Public Works Checklist for detailed civil/site plan information required for Public Works Review — Not applicable If you have any questions regarding the enclosed information, please do not hesitate to call me at (425) 216 -4051 x31. TM ROPEY CONSULTING ENGINEERS LETTER OF TRANSMITTAL Date: Monday, November 08, 2004 To: City Of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Attention: Permit Center Project: UPS - Equipment Support Platform Enclosed: ®Plans ['Shop Drawings ®Calculations Specifications ['Details Copy of Letter ['Other: Number of Copies: Descriptions 4 Framing Plans 4 Framing Calculations 4 Foundation Plan 4 Foundation Calculation Copy of Letter 1 Remarks: Copy to: UPS, Jeff Moats Signed: Ryan Hardie For Your Use ❑For Your Review ❑For Your Approval DAs Requested [Nailed ®Delivered ❑To Be Picked Up . 650 SW Beveland Street Suite 100 Tigard, Oregon 97223 Phone: (503) 443 -3900 Fax: (503) 443 -3700 Project Number: 4359 Please feel free to contact me with any questions or if you require aditional information. D04 -439 _4 November 8, 2004 Diversified Conveyors,Inc. 3160 Directors Row Memphis, TN 38131 Re: UPS Equipment Support Platform Project Number: 4359 Dear Mr. Saliba: TM Rippey Consulting Engineers has completed our structural analysis of the equipment support platform to be installed for UPS in Tukwila, Washington. Our analysis was based on the 2003 International Building Code, ASCE 7 -02, Minimum Design Loads for Buildings and Other Structures, the Steel Construction Manual ASD, 9 Edition, and AISC 341, Part I and II. For this analysis we reviewed the drawings ST -01, ST -02, ST- 03, and ST404, prepared by your company with mast recent revisions dated 11/04/04. The scope of our analysis was limited to the structural frame only. Any equipment attachments or foundation support is to be by others. Please see the attached computation package. We have found that the structural frame, as shown on the drawings and submitted to our office is capable of supporting anticipated Code gravity and seismic loading. If you have any further questions, please don't hesitate to contact our office. Sin ay atson, Project Manger Encl. TM RIPPEY I n ks CONSULTING ENGINEERS RECEIVED CITY OF TUKWILA DEC 1 3 2004 PERMIT CENTER 7650 SW Beveland Street, Suite 100 Tigard, OR 97223 Phone: (503) 443 -3900 Fax: (503) 443 -3700 D04 -439 ACTIVITY NUMBER: D04 -439 PROJECT NAME: UNITED PARCEL SERVICE SITE ADDRESS: 550 ANDOVER PARK WEST DATE: 01 -13 -05 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision #_after /before permit is issued DEPARTMENTS: 2 Z-. - 06 Build ' J 'vis L.# Public Works DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Complete PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Incomplete ❑ Planning Division ❑ Structural Permit Coordinator DUE DATE: 01 -18 -05 x Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R9UTING: / Please Route Structural Review Required , [9 ( No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02 -15 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INMALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28.02 ► 11n` ' COORD COPY DATE: ' iia: ' , fir' V3. c« isi ,kaa4'.rG,'i.ca.%x+�k.w:.�eau: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -439 PROJECT NAME: UNITED PARCEL SERVICE SITE ADDRESS: 550 ANDOVER PARK WEST X Original Plan Submittal DATE: 12 -13 -04 Response to Incomplete Letter # Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTM NTS: t Building Division ``6G( 2 -(� o Z -o , � I ` � Jt�b �UG Public Works Fire Prevention • tructural ❑ D vision PI : n DETERMINATION OF COMPLETENESS: (Tues., Th s.) Complete ❑ Incomplete Permit Coordinator DUE DATE: 12 -14 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /. LETTER OF COMPLETENESS MAILED: 1 r Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: -.WS TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 01 -11 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip,doc 2-28-02 PERMIT CEO ° COPY City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /—/3- 5 Plan Cheek/Permit Number: D04 -439 ® Response to incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: . United Parcel Service Project Address: 550 Andover Park West Contact Person: M ; ©�q Phone Number: ct 0 I - 3%-'310 5 ,c 2,1 Summary of Revision: J AcO�x - f I o r plc .v. dtx pp P • 4© a,+ P ,- O 1. t . -. • 4 V Shoat Number(s): PERMIT . -NTgs "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: KS al Entered in Permite Plus on / / .3'C Y lapplicrnons \I on tmcvevsston submittal Created: 8.13 - 2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWILA JAN 2005 . . , - - ' • • , ../ ... .,.... et. :•,.....• • ***** • , , ko % • -. :-:.;.;".:-. :•1 1 , 7 .. - . 1 1; 2 : :: . : roi : •.t.' .••••• z - •-• : 1 3f ... _ ....... 0 p ... _ c•':• :z • Qz . % / kr.L „. • ,,,,,,,,,,, . :SEM so it UOISSILL11900 P flir2 diR7--- 1 . * P LOOZ ° Pi MOWN TET8E NI SIHdWalti • Mad SUOIDSUIC 09TE DNI SUOAHANOD cmaisuania • T7ou/8o/co_ _siva HAIIDaaaa 900Z/80/EO 10496=2:MA1C XD HIVG d3CH' ALITIVIDadS INOD.INOD SV MV1 .A.E1 GaGIAadd SV cousIsioau SHRTISfIGNI (INV 110E[VI ,40 (L618) 000 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN. THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. • • • C J A\DOVEH PAR 1 1 N W Cn as CO Crs 0 I • (A) r J � WAS W CO %D 0 ru (J 4' v CO =- = MINI AMR =0111MIIIMI■Il __ NEW CONSTRUCTION r ---- =-1 SEPARATE ----- gar AMR 'REQUIRED Mectanical Bectrical mbing Cty Of t ukrila BUILDING DIVISION Permit approval Pio review Appnwal of the *lake of any ci approved Field lee P54.-.404 subject to errors and documents does not authorize code or . itemipt of 11/oMe NG DIVISION p Braingali Ina di ar.les Asa be mil Is Ike wipe c: -: %wiliest pier apnoea at •,ua Oiuteiea F,st 3. S w ' retie anew pin submittal and ._gay trltude acklb ae>r1 pion review fees. 0 Ur' 1-- Th . F ' C DATE: r• FOR CCE ANC • +'t •.► :1 h l ^,1 F`-3 2 3 20 REVLEWED This pl. J . rc . "�.ved fur geacr$l nafonaance with the (rl�uvrltt�,. *, amrath:u t: c juris ict of lbe lat eruatlanai Buil.litg Cede P:v��isw t $uitdiaR Cale N;,r -b r. ry ructurat P�isieas s� the IaternatMros C Otbc �p�„•se f or oewC«sa.oc• with all ; p,»:�i, cod . :cnd ;c:on. The p ro∎s _�rt+ii: r r r uu..- ow-no. sad :++terpr� a:1)t•.s of perusal rc.+urreaeaMa �ljtA to tits nq o : app�.s.a�. :r.c -zeers a1 Rc: ~pfd thir rota∎ nos •c` -Ncw• does art retievc the A chitcct ate: E+:b:. �.,rr►.n� ' y.,�o w1{h the laws al ,Its scvcrai� tb. rc .ti,._�a•..,�. roc a .ar. ^+et dcs+ya et ttsAx % aait� t :1ti1d. 'r.`T ]» :4 at+.` p J Tk • R . » » S O S ETE IMP DIVERSIFIED CONVEYOR INC. MEMPHIS. TENNESSEE J KV, L A v, RECENOWD aTY OF ThtlaA ' 1 v • t •E —r I • CSC. 0 3 1 0126 1 L n „ R Y SHEE MSC. Doi • • • LL-t- 1 =7_ • 1; 1 i 1 1 1 1 11 -4 1H t 1 I 1 1 - _ I -- F. H • r LI I ll ! ! ! I! • " • . • . f ' -- . I . t•! U I 1 il -- j . !lti.. t i I 1 i i , I I li / t/4 , ;-' 1T • t: J 1111 i 1 I 1 Hi • I ! • • . .. : i : 1 :: I l i ' -- • I ; 1 1 .-4-.._--4 ---4-* ----------+ 4 ! ! ! 111111i , ! I ! !I 1 ' I - ! r I I 01 1 1 1 1 1 11 1. • I I — _ 1 1 ' • -4 • . . . _ Y -. t • III 1 r I • : • ! 1 11 1 1 I • \ ----y 1 \ 1 \ • -- 1 , 1 1 \ _ L-- - \ / \ \ 1 • 1 - • \ /Ip _/ ,..- [ i If ! \) / .\\ ( ) -4 / \ ITI P \ E ere 1: ;-; - - ji: „FR , E F. I \ " 1 k I L 1. : 6 1 /2" //// _ ! 7 L 1 TYP MAX. SPACING OF VERTICAL POSTS NOT TO EXCEED 5'-O O.C. SUP-01 SHIPPED LOOSE sa LS 1 HANDRAIL TS 1 1/2" X 1 1/2" X #14 GA. WELD AND GRIND SMOOTH ALL WELDS 1 1" MAX. MC 10 X 8.4 CAP MIN. 1/4" TH K. 4-WAY SAFETY TREAD STAIR DETAIL NOT TO SCALE 1 j 1 1 C—I\Gc.', DR4A:NG SCA_E 0 1 It\ . --- - OR - \ _.- - 1 .....------- - - --. v • i `. r " • ' `...'--- ''''" ‘ ! k<t-\ •,--- ...Pt- - - ' Ck. :"-- .„-..-- \ \ J ‘ I 1 r U:' \ ci_r 2 • - \ \ ____ \ - ,...,.. -1 - - , ....,, „o ! -----/- , ...) ...,:,.:., ,,, . (... , 1, .-..a. .. \ , i. ,__ . .... •- t** :Jr • •'• /rut • . fr I •fti Z.0 KOLL: A L 2" X 1" X #16 GA. FORMED, FIELD WELD NOSING ANGLE NOTE: C R E. RISERS TO BE EQUALLY SPACED r# DIVERSIFIED CONVEYOR INC. MEMPHIS TENNESSEE , • . IRECENfin 'CM OF r_lctintA • • li . • IPMANT Centp IC" /06/05 /26 '04 o. R c 9 doe , 40 &-k--E- .4 CK_ 1)0+451 w e 0 4) 8 e < 2 -2' 6' -10' f L_ 0 N 2 ) 05) 18' -5 16 --. ✓ i L HI = = `N R rT � I :IA I L rH. J L' 3 J - 12 o NEW CONVEYOR SUPPORT COLUMN, BY OTHERS -8 - 6' -0' 1:1 Q (N44) ✓ - � o ,H L _J 0 N J .. r:Kt.ct - • •.1111W • REV EWE° This plan via, re. ir.srd fir r„rnc: i cusfono,ance Math the fc'i.s%inv. :As ;,:mertktl b■ iii. ;ur: .:.cti«n: i ;"'Stn• ::unit Pt-A:slum of tie LaterrsatM�tal BuiiJir Code tun -t ructursl Pros iaium . of tie It sersatiusai Busldiwl: Code L.. 0= r•.: r =e roc; afro *n: is ►c■;+aetaa`bi fu: t orceaoce with a;1 ap.n.waM: codes, : ochtaons apew.)•al- ak perm :t rcgr. tcrer.s sir '±•$ t le the 't.?uu :men t.and • 31,:rpt e. !3ara d the . ernaeg a. : Das r.:N•ew c ..-a !got ' taw ve :Ss .r11 it. t:. aaj Zr .Myers ci 1iw►it of .+: -:•p, :•,r . ' � • , f a .~kit :ea. i "7' r. ardance W!•.. tie L:w at tic • - . _..:4,m and tze f.:.,:' .►. Wasrtmy.at �sYr,� �► _ f FOOTING SCHEDUL EQUIPMENT PLATFORM COLUMN, PER DCI DRAWINGS DATED 4 -29 -04 1" NON - SHRINK GROUT EXIST. CONC. SLAB 1 UPS- 01 2" NON-SHRINK GROUT EXIST. CONC. SLAB -, 3 ' qw UPS-02 1 4 EQUIPMENT PLATFORM COLUMN, PER DCI DRAWINGS C04- , PER DC: DRAWINGS 2 . - S -A4'VC :sRO $ --� Ex 5 - ■6 SCACRE SLAB i l .� �• 1 °ER o s T s vim PER PLAN EQUIPMENT PLATFORM BASE PLATE , PER DCI DRAWINGS DATED 4- 29 -04. SEE DETAIL 2/51 FOR ANCHORS 4 ,1', TYP. NEW FOUNDATION BASE IE, PER SCHEDULE CENTER UNDER COLUMN W/ (4) 1 /2"#x2 1 4" EMBED THREADED ROD W/ SIMPSON SET EPDXY. SPECIAL INSPECTION REQUIRED PER ER -5219. PROVIDE LEVELLING NUTS, TYP. STEEL SUE3-'LATE SECTION EQUIPMENT PLATFORM BASE PLATE, PER DCI DRAWINGS. PROVIDE 1 /2 "0x2'/4" EMBED THREADED ROD W/ SIMPSON SET EPDXY. SPECIAL INSPECTION REQUIRED PER ER -5219 TY I CAL_ COLUMN SECTION * NOTE: PLATFORM COLUMN BASE IQ MAY BE WELDED TO SUB -PLATE iN LIEU OF DCI ANCHORS. SCALE: 1" = i'-0" r _ ECit..+A - SN'r PLA'r-OR". BASE jO1 -4 PER x: DRAi..INCIS. o'RGY'DE i'St ox2 44D '-dRE ADED RIND Q/ S. SET E°OX`'. C.? 345E P1._A E '9' °'RQ\ ' E 3 4 •xb - E'tiBED - -. READS D RO'D �''vG S'" ,ON 5E' E°OX'. C:: - NsSPE': — CT. REGi. ;RE"' PER ER- 52"'°3 W ALE: �.. w -e ,. SCALE: 1" = 1' -0" L - r cA)- J L , , FiEIR PLAN 1 ` t ,^yj 1✓ L 1 r' 1 C t ti 2 ✓ ��..- ` dt t • . `.i • .. i L 4_ J GENERAL. $TRUCTuSRAL NOTES: ,CQDE RE iIREbENrs: CONFORM TO THE 2003 INTERNATIONAL BUILDING CODE. pESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 INTERNATIONAL BU!L.D!NG CODE. iN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: EQUIPMENT SUPPORT PLATFORM LOADINCs: 65 PSF (LIVE LOAD). ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED). SEISMIC: gds a 0.941 e$d1 = 0.494 R ■ 5.0 DESIGN CATEGORY D, (SITE CLASS D ASSUMED) WIND: 5 PSF EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCH! TECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK- THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. AST- IN- PLACE CONCRETE: MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USINKs MATERIALS TO SE EMPLOYED ON NE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURN CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ADMIXTURES: AIR ENTRAINING AGENT N ACCORDANCE WITH ASTM C260 AND WATER - REDUCiNG ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AiR- ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE Ai"1OUNT OF ENTRAINED AIR SHALL BE 5% - 1% BY VOLUME. FLY ASH PROHIBITED. CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOOTINGS: f'c=3, 00 P51 AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MiN1S I'. SLABS: f'c =4,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315- LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). REiNFORGNG STEEL SHALL HAVE PROTECTION AS FOLLOWS CONDITION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH AND LLEAT1 -1ER MINIMUM COVER: 3' C ACCE350RIE5: CONCRETE EXPANSION ANCHORS SHALL BE INSTALLED WITH SIMPSON 'SET' ADHESIVE OR ENGINEER APPROVED EQUIVALENT. SPECIAL INSPECTION REQUIRED. METALS: ALL MISCELLANEOUS STEEL: ASTM A36 (FY = 36,000 PSi) UNLESS NOTED OTHERWISE. ALL WIDE FLANGE SECTIONS TO BE ASTM A992 (FY 50 ,000 PSi) WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. ALL THREAD ANCHOR ROD TO BE A301 GRADE C DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WI TI-4 T;-IE 'RISC 450 SPECIFICATIONS INCLUDING SUPPLEMENT No. 1 DATED DECEMBER 11, 2001. WELDING SHALL CONFORM TO THE ALB CODES FOR ARC AND GAS WELDING N BUILDING CONSTRUCTION AND SHALL BE 5/16" UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALiFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AULL15 QUALIFICATION IS SUBMITTED TO THE EI NEER PRIOR TO FABRICATION. WELDING AT THE 5EI5MiC - FORCE RESISTING SYSTEM OF THE STRUCTURE SHALL BE MADE WiTH FiLLER METAL PRODt.iCINCs WELDS WITH A MINIMUM CHAR Y V -NOTCH Tar:144E5s OF 20 FT -LB5. AT MINUS 20 DECREES -F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARGHiTECT/ENGNEER PRIOR TO FABRICATION AND CONSTRUCTION RECsARDII's ALL STRUCTURAL STEEL ITEMS. INSPECTION: SPECIAL INSPECTIONS: N ACCORDANCE WITH CHAPTER 11 OF THE INTERNATIONAL BUiLDNG CODE AND APPL (CABLE SECTIONS CF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR Tr-IE FOLLOWING AREAS OF WORK: A. COI4ORETE PLACEMENT AND SAMPLING - CONTI UCUS INSPECTION. B. CONCRETE REIWOR''CINJG - PERIODICAL INSPECTION. C. INSTALLATION OF CONCRETE ADHESIVE ANCHORS - CONTINUOUS INSPECT I ON. FABRICATiON OF STRUCTURAL STEEL - PERIODICAL INSPECTION. E. STRUCTURAL I1EL^, Na SINGLE PASS FILLET LLELDS LESS THEN( OR E0.164.- TO 5116" AND FLOOR ! ROOF DECK.'NG - PERIODICAL TLSPECT STRUCTURAL UEL .7NC= OT R Ti4AN S'ING'LE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" - ok:TU/0W INSPECTION. G. +44 04 STRENGTH BO.. NCN -SLIP CRTiCAL - PERODICAL INSPECTION. �-- k WC*. STRENGTH 1301.7 ∎ Cx SLIP CRTCC..A . - CONTihiJO. P C ION_ D. '0 • • �I • 1 1 1 1 1 1 1 1 1 1 1 1 1 J LOC --► � G•4 CP MR , ► *5. 1 LOAD (UPLIFT) OPTION 01 NEW FOOTING L PER OPTION e2 SUB-BASE PLATE PER DETAIL I /Si 0 121k (0.0k) 3' -0 "x3' -0 "xl' -0" W/ (3) 0 4x2' -6" EACH WAY iE 1'x24 "x2' -0" 0 163k (- 10.9k) 4'- 0 2 "x1' -6" W/ (14) 0 5x3' -6' TRANS. E.W T45 (4) 5x 12' -8' LONG. EAU. T4B NO PLATE OPTION C O 221k (0.0k) 4' 0"x4 0 "x1' - 0 ., UV ( 4) 0 4x3' -6" EACH WAY iE 1 'x36 "x3' - 0" 0 41.0k ( - 0.010 5 W / (5) Mx5' - 0" ' EACH WAY NO PLATE OPTION O 4.9k (- 0.82k) NO ADDITIONAL FOOTING REQUIRED NO PLATE OPTION w e 0 4) 8 e < 2 -2' 6' -10' f L_ 0 N 2 ) 05) 18' -5 16 --. ✓ i L HI = = `N R rT � I :IA I L rH. J L' 3 J - 12 o NEW CONVEYOR SUPPORT COLUMN, BY OTHERS -8 - 6' -0' 1:1 Q (N44) ✓ - � o ,H L _J 0 N J .. r:Kt.ct - • •.1111W • REV EWE° This plan via, re. ir.srd fir r„rnc: i cusfono,ance Math the fc'i.s%inv. :As ;,:mertktl b■ iii. ;ur: .:.cti«n: i ;"'Stn• ::unit Pt-A:slum of tie LaterrsatM�tal BuiiJir Code tun -t ructursl Pros iaium . of tie It sersatiusai Busldiwl: Code L.. 0= r•.: r =e roc; afro *n: is ►c■;+aetaa`bi fu: t orceaoce with a;1 ap.n.waM: codes, : ochtaons apew.)•al- ak perm :t rcgr. tcrer.s sir '±•$ t le the 't.?uu :men t.and • 31,:rpt e. !3ara d the . ernaeg a. : Das r.:N•ew c ..-a !got ' taw ve :Ss .r11 it. t:. aaj Zr .Myers ci 1iw►it of .+: -:•p, :•,r . ' � • , f a .~kit :ea. i "7' r. ardance W!•.. tie L:w at tic • - . _..:4,m and tze f.:.,:' .►. Wasrtmy.at �sYr,� �► _ f FOOTING SCHEDUL EQUIPMENT PLATFORM COLUMN, PER DCI DRAWINGS DATED 4 -29 -04 1" NON - SHRINK GROUT EXIST. CONC. SLAB 1 UPS- 01 2" NON-SHRINK GROUT EXIST. CONC. SLAB -, 3 ' qw UPS-02 1 4 EQUIPMENT PLATFORM COLUMN, PER DCI DRAWINGS C04- , PER DC: DRAWINGS 2 . - S -A4'VC :sRO $ --� Ex 5 - ■6 SCACRE SLAB i l .� �• 1 °ER o s T s vim PER PLAN EQUIPMENT PLATFORM BASE PLATE , PER DCI DRAWINGS DATED 4- 29 -04. SEE DETAIL 2/51 FOR ANCHORS 4 ,1', TYP. NEW FOUNDATION BASE IE, PER SCHEDULE CENTER UNDER COLUMN W/ (4) 1 /2"#x2 1 4" EMBED THREADED ROD W/ SIMPSON SET EPDXY. SPECIAL INSPECTION REQUIRED PER ER -5219. PROVIDE LEVELLING NUTS, TYP. STEEL SUE3-'LATE SECTION EQUIPMENT PLATFORM BASE PLATE, PER DCI DRAWINGS. PROVIDE 1 /2 "0x2'/4" EMBED THREADED ROD W/ SIMPSON SET EPDXY. SPECIAL INSPECTION REQUIRED PER ER -5219 TY I CAL_ COLUMN SECTION * NOTE: PLATFORM COLUMN BASE IQ MAY BE WELDED TO SUB -PLATE iN LIEU OF DCI ANCHORS. SCALE: 1" = i'-0" r _ ECit..+A - SN'r PLA'r-OR". BASE jO1 -4 PER x: DRAi..INCIS. o'RGY'DE i'St ox2 44D '-dRE ADED RIND Q/ S. SET E°OX`'. C.? 345E P1._A E '9' °'RQ\ ' E 3 4 •xb - E'tiBED - -. READS D RO'D �''vG S'" ,ON 5E' E°OX'. C:: - NsSPE': — CT. REGi. ;RE"' PER ER- 52"'°3 W ALE: �.. w -e ,. SCALE: 1" = 1' -0" L - r cA)- J L , , FiEIR PLAN 1 ` t ,^yj 1✓ L 1 r' 1 C t ti 2 ✓ ��..- ` dt t • . `.i • .. i L 4_ J GENERAL. $TRUCTuSRAL NOTES: ,CQDE RE iIREbENrs: CONFORM TO THE 2003 INTERNATIONAL BUILDING CODE. pESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 INTERNATIONAL BU!L.D!NG CODE. iN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: EQUIPMENT SUPPORT PLATFORM LOADINCs: 65 PSF (LIVE LOAD). ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (ASSUMED). SEISMIC: gds a 0.941 e$d1 = 0.494 R ■ 5.0 DESIGN CATEGORY D, (SITE CLASS D ASSUMED) WIND: 5 PSF EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCH! TECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK- THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. AST- IN- PLACE CONCRETE: MIX DESIGN: PREPARE DESIGN MIXES FOR EACH TYPE OF CONCRETE. PROPORTION MIXES BY EITHER LABORATORY TRIAL BATCH OR FIELD EXPERIENCE METHODS, USINKs MATERIALS TO SE EMPLOYED ON NE WORK FOR EACH CLASS OF CONCRETE REQUIRED. FURN CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK OF THIS SECTION. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. ADMIXTURES: AIR ENTRAINING AGENT N ACCORDANCE WITH ASTM C260 AND WATER - REDUCiNG ADMIXTURE CONFORMING TO ASTM 494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS, MAY BE INCORPORATED IN CONCRETE DESIGN MIXES. AN AiR- ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER. THE Ai"1OUNT OF ENTRAINED AIR SHALL BE 5% - 1% BY VOLUME. FLY ASH PROHIBITED. CONCRETE WORK SHALL CONFORM TO ACI 301. CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: FOOTINGS: f'c=3, 00 P51 AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MiN1S I'. SLABS: f'c =4,000 PSI AT 28 DAYS: MAXIMUM SLUMP 3' PLUS OR MINUS 1'. REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 AND FOR DEFORMED BARS, UNLESS OTHERWISE NOTED. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI 315- LATEST EDITION ('DETAILS AND DETAILING CONCRETE REINFORCEMENT'). REiNFORGNG STEEL SHALL HAVE PROTECTION AS FOLLOWS CONDITION: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH AND LLEAT1 -1ER MINIMUM COVER: 3' C ACCE350RIE5: CONCRETE EXPANSION ANCHORS SHALL BE INSTALLED WITH SIMPSON 'SET' ADHESIVE OR ENGINEER APPROVED EQUIVALENT. SPECIAL INSPECTION REQUIRED. METALS: ALL MISCELLANEOUS STEEL: ASTM A36 (FY = 36,000 PSi) UNLESS NOTED OTHERWISE. ALL WIDE FLANGE SECTIONS TO BE ASTM A992 (FY 50 ,000 PSi) WELDING: PER AWS STANDARDS. E10XX ELECTRODE AND BY CERTIFIED WELDERS. ALL STEEL TO HAVE SHOP COAT. ALL THREAD ANCHOR ROD TO BE A301 GRADE C DESIGN, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WI TI-4 T;-IE 'RISC 450 SPECIFICATIONS INCLUDING SUPPLEMENT No. 1 DATED DECEMBER 11, 2001. WELDING SHALL CONFORM TO THE ALB CODES FOR ARC AND GAS WELDING N BUILDING CONSTRUCTION AND SHALL BE 5/16" UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALiFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AULL15 QUALIFICATION IS SUBMITTED TO THE EI NEER PRIOR TO FABRICATION. WELDING AT THE 5EI5MiC - FORCE RESISTING SYSTEM OF THE STRUCTURE SHALL BE MADE WiTH FiLLER METAL PRODt.iCINCs WELDS WITH A MINIMUM CHAR Y V -NOTCH Tar:144E5s OF 20 FT -LB5. AT MINUS 20 DECREES -F. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARGHiTECT/ENGNEER PRIOR TO FABRICATION AND CONSTRUCTION RECsARDII's ALL STRUCTURAL STEEL ITEMS. INSPECTION: SPECIAL INSPECTIONS: N ACCORDANCE WITH CHAPTER 11 OF THE INTERNATIONAL BUiLDNG CODE AND APPL (CABLE SECTIONS CF THE PROJECT SPECIFICATIONS. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE OWNER FOR Tr-IE FOLLOWING AREAS OF WORK: A. COI4ORETE PLACEMENT AND SAMPLING - CONTI UCUS INSPECTION. B. CONCRETE REIWOR''CINJG - PERIODICAL INSPECTION. C. INSTALLATION OF CONCRETE ADHESIVE ANCHORS - CONTINUOUS INSPECT I ON. FABRICATiON OF STRUCTURAL STEEL - PERIODICAL INSPECTION. E. STRUCTURAL I1EL^, Na SINGLE PASS FILLET LLELDS LESS THEN( OR E0.164.- TO 5116" AND FLOOR ! ROOF DECK.'NG - PERIODICAL TLSPECT STRUCTURAL UEL .7NC= OT R Ti4AN S'ING'LE PASS FILLET WELDS LESS THAN OR EQUAL TO 5/16" - ok:TU/0W INSPECTION. G. +44 04 STRENGTH BO.. NCN -SLIP CRTiCAL - PERODICAL INSPECTION. �-- k WC*. STRENGTH 1301.7 ∎ Cx SLIP CRTCC..A . - CONTihiJO. P C ION_ D. '0 • • �I • 1 1 1 1 1 1 1 1 1 1 1 1 1 J LOC --► � G•4 CP MR , ► *5. 1 CN LC) •••••• ••••■• ■••••■•■•••••••.- A I I LL • 6' 1 0" 6 1 /4" 18' -5 3/8" _ 7 " • ■••••■ • 11' — 9" <— —PF1 INEW SPREAD FOOTINGS REQUIRED. DESIGN AND CONSTRUCT BY UPS TYP. AT FOUR PLACES 5) 12' —7" SEE DWG. ME-05 AND ME-05A FOR SUPPORT LOCATION tau s 2 9 ) 6' — 0" (N 4 49 BASE PL. "L" FOR W6X15 TYP. U.N.O. 8' — 1 • 41111. • .1111. " - FIELD NOTE: INSTALLER TO VERIFY SLO ON EXISTING SLAB AND ADVIS PRO,,ECT ENGR. IF THERE IS S!GN'F1CANT VARIANCE IN ELEV. 4 1/2" ADJUST \N/ SPACERS AS NECESSARY (KEEP LEVEL) 9" 12" X 1" X 1'—O" PL. BASE PLATE DETAIL (13) REQ'D. AS SHOWN W6X15 COL. ALL HOLES ARE 7/8" DIA. USE 1/2" DIA. X 6" LG. DRILLED EPDXY ANCHORS USE SIMPSON 'SET' ADHESIVE \V 2 1 /4" MIN. EMBEDMENT FOR ALL BASE PLS. U.N.O. NOTE: ICC REPORT REQ'D. FOR ANCHORS SPECIAL INSPECTION REQUIRED - - • SEE SHEET ST-02 FOR GENERAL AND STRUCTURAL NOTES. - •-■ •-• r•N uS : U i • P BASE PLATE DETAIL (2) REQ'D. AS SHOWN NOTE: ICC REPORT REQ'D. FOR ANCHORS SPECIAL INSPECTION REQUIRED r • N 5 1/2" r - ! - ' • . FOR R.: lir 7" 1 —2" • ALL HOLES ARE 1" DIA. USE 3/4" DIA. X 6" LG. DRILLED EPDXY ANCHORS USE SIMPSON 'SET' ADHESIVE VV/ 2 1 /4" MIN. EMBEDMENT FOR ALL BASE PLS. U.N.O. 4 A-\\ DIMENSiONS 3 I ISSP"'D FOR CONSTRUCTION vc,cp WORK THtS SHEET WITH DWG. ST-01 2 1 ADDED 12" SQ. BASE FOR 3X3 T BE 1 GENERA_ RE. TO Bta-3/4S-' P4E s.z . C\R 14" X 1" X 1'-2" PL. 5/16" / W6X20 COL. DIVERSIFIED CONVEYOR INC. MEMPHIS. TENNESSEE E. • •••• ••••1 I I C P • DR. B\e- -A S R L CO • TJKii P °Li 4 -01S1 — ; 11 L • , I ! i I j I THRU ST 102/07/C5 IRO 2/ 7/0 Li e C/3./CL S • P., .ce s4o. s-tEr N4c. r • LT • . 2' BEAM DEPTH BOLT DIA. A325 -N NO. OF ROWS NO. OF BOLTS 6 3/4 1 2 8 3/4 2 4 10 3/4 2 4 12 3/4 3 6 14 3/4 3 8 16 3/4 4 8 CT ' 00 N N it) N CN • r 6' -10" L _v - 7/2 11' -9" • — 2 ' 4 M • .� 7r - / 12' -7" r • R • E• _C N CO • • C- , ^ r r 1 �� J �.r (2) (3) ■ • - GENERAL NOTES: (1) ALL MISC'L. STEEL TO BE NEW A -36 SHAPES AND PLATES U.N.U.. ALL WIDE FLANGE SHAPES TO BE NEW ASTM A992 (FY= 50,000 PSI) ALL SHOP WELDS TO BE MIN. 3/16" FILLET E70XX PER AWS STANDARDS. ALL BOLTS TO BE 3/4" DIA. A -325 WITH F436 WASHER AND A563 NUT. ALL BOLTS SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. THIS CONDITION 1S DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. (4) ALL BEAM CONNECTIONS TO BE PER AISC TABLE III. (5) ALL GUSSET PLATES AND WEB STIFFNERS TO BE 3/8" PL. U.N.O. (6) SURFACE PREP. AND PAINT PER UPS SPEC. ALL SHOP DETAILING AND FABRICATION TO COMPLY WITH AISC MANUAL OF STEEL CONST. PER ASD SPECS. AND STANDARDS. GENERAL STRUCTURAL NOTES: TF• • M • LI BEAM TO BEAM BOLTED CONNECTION _ '. ti (1.) CODE REQUIREMENTS: INTERNATIONAL BUILDING CODE, 2003 . (2.) DESIGN BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 IBC. IN ADDITION TO DEAD LOADS, THE FOLLOWING LIVE LOADS WERE USED AND REDUCED PER IBC : SE! IC: ONE III, R =5.0 SDS =0.947 SD1 =0.494 (3.) DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC SPECIFICATION, INCLUDING SUPPLEMENT NO. 1, DATED DECEMBER 17, 20C1. (4.) R ► - d ' • L L LL • • NFO M TO THE AWS CODES F• • A • A G & E G : • - : S T RUCTION. FIELD WELDING SHALL BE BY AW C = 1 ! • : dALIFIED WELDING PROCEDURES ARE TO BE USED. (5.) THE ERECTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. (6.) THE REQUIREMENTS FOR COLUMN FOUNDATIONS TO BE DETERMINED BY OTHERS. (7.) ERECTOR TO FIELD LOCATE AND MARK ALL ANCHOR BOLT LOCATIONS PRIOR TO ANY ERECTION OF COLUMNS TO CONFIRM CLEARANCES AND NOTE PROXIMITY TO EXISTING EQUIPMENT. (8.) ALL ANCHOR BOLTS TO BE FIELD INSTALLED INTO EXISTING BUILDING SLAB PER MANFACTURER'S SPECS. AND SHALL BE "SIMPSON SET ADHESIVE ANCHORS" OR ENGINEER APPROVED EQUAL. (9.) PRIOR TO THE START OF ERECTION, ERECTOR TO CONFIRM EXISTING SLOPE ON SLAB AND ADVISE PROJECT ENGR. IF ANY GROUT THICKNESS WILL EXCEED 2" FOR ANY COLUMN. (ADJUST GROUT /MATERIALS AS NEEDED) (10.) ALL NON- EMBEDDED ANCHORS TO BE 1/2-11 X 6" LG. WEDGE ANCHOR WITH WASHER AND HEX NUT. ANCHOR TO BE ZINC-PLATED CARBON STEEL WITH THD. LENGTH = 1 3/4" MINIMUM EMBEDMENT IN CONCRETE = 2 1/4". WORK TH!S SHEET WITH DWG. ST -J1 RE'J SED BM CONN. RE''J. NOTE. Z. I ISSJED FOR CONS`RUCT:CN 3 1 GENERAL. RE'J►SICN TO MEMBER S;ZES AND NOTES. 1 0/29/04 IAS „R 2 1 CHANGED T.O.S. E. TO S:;I T 3 C►KRD. RE !SED TO C�E. R EX'S a_JG. CC _ . 1 l'3 /C I /.S C I isS ED FCC RE,; :c� SCR '+ C\ CRY S 4 DIVERSIFIED CONVEYOR INC. K� CA MEMPHIS. TENNESSEE ~ J4\ [� •-• M V PoL4 • CR. e`f" AS., ,cue N&C . -03 & 102/0/05 " 2/ 7 /0L f2- - oz. �s �- 'C. S 4 Re. 4 1 So 00 ro tt 0 CV X 0 0 • 00 0 00 x 0o itir 1" BASE PL. -:S W6x20 2" GRT. W6x15 W6x15 8' -8 13/.6" 8 ' r ^ 17/-6" LJ VL RV L 0 z 03 CN N in w 0 U W (f) 0 d 0 00 00 a) X (0 V1 N ( X W le— I "' CO W 0 2" GRT. BASE PL. W6x15 �► 0 -J 0 z • BASE PL. 2" GRT. W6x20 2" GRT. 3/4" BASE PL. a. .r�- W6x15 BASE PL. 2" 8 '_., n . D M. M .v ` /.. -Rv m z 0 U W (f) 0 it w Q L N CO 00 X r 00 00 (.0 X N , , 2" GRT. BASE PL. w THIS DIM. MAY VARY V / 0 W6x15 W6x15 WAD 1 1" BASE PL. 2" GRT. 0 ! 8' -8 13/16" w " ' 8 13 16 oo. / dElle 10 t • T.O.S. EL. 8' -10 13/16" r • i 3/8" STIFFNER NS &FS (TYP. UNO) M r- i 2L -3X2X 1 /4 (LLV) o (TYP. UNO) co L) \ ; E J DETAIL 1 SCALE: 1/2" = 1' -0" (O CNI X N ALL BOLTS 3/4" DIA. A325 U.N.O. 1 _ 9 „ W14X34 3/8" STIFFNER NS &FS (TYP. UNO) 0) 1 -9" 3/8" GUSSET (TYP. UNO) 2 . 2L- 3X2X1/4 (LLV) (TYP. UNO) ADDED BOLTS TO BRACE CONN. L' I ISSJry FOR C' 0 NSTRL;C : ,O;v GENERA_ RE 1SiON TO MEMBER SIZES 10 X --. EX ST. _DO. CO_. W14X30 3/16 DERAIL 2 SCALE: 1/2" = 1 ' -0" T.O.S. EL. 8' -10 13/16" 3 /8 GUSSET (TYP. UNO) SEE SHEET ST -02 FOR GENERAL AND STRUCTURAL NOTES. WORK THIS SHEET WITH DWG. ST -01, ST -02 & ST -G4 2 1 CHANGED T.O.S. E' . TO Surf 3/16" CHKRD, F.R. P. 0/2 VC Ir-S R` J Ill i 1 \S DNERSIFIED CONVEYOR INC. r E—E:4—.C\S SCALE . • MEMPHIS. TENNESSEE TJKI. EL I-, 102 /1 4, -/C5 IA•c Doi-H4S1 C/29/04 IAS,,r` ,. - /r' ' c '-"1 L Ir v V Is OR 8V AS..; R tili CK. BNi- D C2, '. 7 a :-;. 4. c 11 • T.O.S. EL. 8' -10 13/16" 4 0 00 T.O.S. EL. 8' -10 13/16" 1 T.O.S. EL. 8' -10 13/16 L_1 (1 X I < M I I I 1 W14 LLJ CD I W1 4X38 0 CN X (0 6' -10" 0_ LL 0 ci 18'-7" NOM. FLR. EL. = 0' -0" 18'-7" NOM. FLR. EL. = • — 3/16" CHKRD. FLR. PL. \ PER UPS STANDARD W14X38 11' -9" W12X26 W14X34 7 SC-S: • /4 = SECTION A—A SCALE: 1/4" = W14X43 SECTION B—B SCALE: 1/4" = I W8X18 12' -7" W14X30 4 cr) co 18'-7" SEE DETAIL 2 , 7--HANDRAIL PER UPS STANDARD TOP OF FLR. PL. EL 9'-2" 4 0 • Z X CN 6' -0" NOM. FLR. EL. = • T.O.S. EL. 8' -10 13/16" 0 T.O.S. EL. 8' -10 13/16" 0 co (0 rr) co �J 3/8" STIFFNER NS & FS (TYP. UNO) NOM. FLR. EL. = C-0" 0 2L-3X2X1/4 (LLV) (BACK TO BACK) (TYP. UNO) C••• era . C .: -. 7 ,1 `. .r2 2'-O" 1'-9" -9" SECTION E—E SCALE: 1/4" = V-0" 3/8" GUSSET (TYP. UNO) 3/1 18'-7" fib W14X30 SECTION D—D SCALE: 1 /4" = 1' -0" W8X18 NOM. FLR. EL. = 0'-0" - - "*". • •L _ - - v S S—C2 Vs C. R..< 7r-'S C3 1 .` — 8' -1 1/4" SEE SHEET ST-02 FOR GENERAL AND S EXIST. BLDG. COL. T.O.S. EL. 8'-10 13 16 TOP OF FLR. PL. 0 00 1'-7 1/2" REF. 3" -3 3/4" 6 1 REVISED BEAM CONN. A SS FOR LLA P 4*•* i NEW POST(BELOW) 3/16 3'-3" DETAIL 3 5 iSS:JED FOR CONSTRUCT! ON I 31T2134 4"-= ''-C • — FC.."`/RM DAF- 1 SECTION G—G SCALE: 1/4" = 4 1 ADDED 12" SO. BASE P cOR - L,BE ;DOS ••", • • O \ S 14. I NOM. FLR. EL. = 3 GrINP REOSiON TO MEMBER S. a /4\4 2 CHANGED T.O.S. EL. TO S,.J1T 3/16 Cr-KRr' FR SEE DETAIL 3 DIVERSIFIED CONVEYOR INC. MEMPHIS. TENNESSEE Lc:2 LL. SEE DWG. ME-05 AND ME-05A FOR SUPPORT LOCATION • L d .`"•• 4 FIELD WELD PLATE TO TUBE POST BEFORE INSTALLING ANCHORS. 3/8" STIFFNER PL.(N.S. & F.S.) FIELD LOCATE AND WELD PL-1 7/8" X 3/8" X 0' FIELD LOCATE ON C OF W UCTURAL NOTES. TALI A- LEI OR a,— - R I .46 vc 4 !, 1/2' '102 /10/05 1'2 / 04 1 -1 1 /0 1 0/33/C fh I :12 /C V-.` S... r •••• ,_. • . smu..." Nec ,.t 11 6 • ' 1 • c 7 :A/ a,.^ • / - • T _ _ s • EQUIPMENT SUPPORT PLATFORM E. . " r . - 4 4r ' ANDOVER PARK WEST 1_ ! RESTR :CT `{ ED AREA I,&J I z o I - , i. ∎1 ` . i C ' l ` � ` :. r rr • 9 [. I' 4 ! — ♦.. t- \ i s s. - -- „ ►- i LOADING AREA • SE 1/4 SEC 26 TWP 23N RGE 4E W.M. F Fc - .'PP 4 \ A 1�tS ]TT TiI.• , 1TYTT ttiti�i T,,,,,i "1"1"1""7",::. i. 741.00 L �1 . - l! ,J- a_I !JJ_ +J.A.! UJJ..A1J - +.l •_4.,1'. c. `- fill \!, l'J`! !Cl - 4- \ \ \ \ 1 i 1 1L 1 LL • L • LOADING AREA UNITED PARCEL SERVICE BUILDING FINISHED FLOOR ELEVATION = 26.3± APPROXIMATE AREA = 1 1 9,860 SF .. r.�� • • - JL f • r M,- gtSti- ,-rtCC 2,- ;-?i:- r477. e5-, H / , ,.,A3-''y i+ = - -- s. \ \ .\ �, \ -t F4 .-- , �• ` C \ r _ F .• • r- i ;' \ � � ^ • / / . N �1+ / � z N DTE: SITE PLAN PREPARED USING RECORD DRAWINGS DATED MAY 1, 1975 PREPARED BY CABOT CABOT & FORBES; AND FROM FIELD OBSERVATIONS ON DECEMBER 7, 2004 BY THE BLUELINE GROUP. NOTE: ALL IMPROVEMENTS SHOWN ARE EXISTING. NO EXTERIOR MODI FI CA TIONS TO THIS SITE ARE PROPOSED. REFER TO DRAWINGS PREPARED BY DIVERSIFIED CONVEYORS INC. AND TM RIPPEY DWG Si FOR AREA OF WORK WITHIN BUILDING. PARKING STALL COUNT CULL -SIZE 1 TRAILER _IASSESSABLE STALL NUMBER ' 135 ,30 5 SCALE: 1" = 50 0 25 50 1 DO •f' : -fir^ F • L - V • TO TA L 170 PECENED V Ih THE BLUE IN E MINI 1 25 CENTRAL. WAY, SUITE 400 KIRKLAND, WA 90033 P: 425.218.4051 F: 425.216.4052 WW W.THEBLUELINEGROUP.COM -- 1 " =50' .f= . N/A - " . KEN M LAUZEN P.E. KEN M. LAUZEN P.E. ADAM O. KA Y war DECEMBER 10, 2004 , hill 1 1 f 4 mo t; . ` livirkfr itriovas M i. i 1 :i 4. - �,,*, ,`• 1$ tic ME aare NUNCR 04 -1 15 MET C 1 ' 1 • c 7 :A/ a,.^ • / - • T _ _ s • EQUIPMENT SUPPORT PLATFORM E. . " r . - 4 4r ' ANDOVER PARK WEST 1_ ! RESTR :CT `{ ED AREA I,&J I z o I - , i. ∎1 ` . i C ' l ` � ` :. r rr • 9 [. I' 4 ! — ♦.. t- \ i s s. - -- „ ►- i LOADING AREA • SE 1/4 SEC 26 TWP 23N RGE 4E W.M. F Fc - .'PP 4 \ A 1�tS ]TT TiI.• , 1TYTT ttiti�i T,,,,,i "1"1"1""7",::. i. 741.00 L �1 . - l! ,J- a_I !JJ_ +J.A.! UJJ..A1J - +.l •_4.,1'. c. `- fill \!, l'J`! !Cl - 4- \ \ \ \ 1 i 1 1L 1 LL • L • LOADING AREA UNITED PARCEL SERVICE BUILDING FINISHED FLOOR ELEVATION = 26.3± APPROXIMATE AREA = 1 1 9,860 SF .. r.�� • • - JL f • r M,- gtSti- ,-rtCC 2,- ;-?i:- r477. e5-, H / , ,.,A3-''y i+ = - -- s. \ \ .\ �, \ -t F4 .-- , �• ` C \ r _ F .• • r- i ;' \ � � ^ • / / . N �1+ / � z N DTE: SITE PLAN PREPARED USING RECORD DRAWINGS DATED MAY 1, 1975 PREPARED BY CABOT CABOT & FORBES; AND FROM FIELD OBSERVATIONS ON DECEMBER 7, 2004 BY THE BLUELINE GROUP. NOTE: ALL IMPROVEMENTS SHOWN ARE EXISTING. NO EXTERIOR MODI FI CA TIONS TO THIS SITE ARE PROPOSED. REFER TO DRAWINGS PREPARED BY DIVERSIFIED CONVEYORS INC. AND TM RIPPEY DWG Si FOR AREA OF WORK WITHIN BUILDING. PARKING STALL COUNT CULL -SIZE 1 TRAILER _IASSESSABLE STALL NUMBER ' 135 ,30 5 SCALE: 1" = 50 0 25 50 1 DO •f' : -fir^ F • L - V • TO TA L 170 PECENED V Ih