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HomeMy WebLinkAboutPermit D08-339 - SABEY DATA CENTER - BRACESSABEY DATA CENTER 3355 S 120 PL D08 -339 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: Name: SABEY DATA CENTER Address: 3355 S 120 PL , TUKVVILA WA Cit3of 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 DEVELOPMENT PERMIT Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE WA 98168 Phone: Contact Person: Name: GLENN PARRY Address: 12201 TUKVVILA INTERNATIONAL BL , TUKWILA WA 98168 Phone: 206 730 -4983 Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 $85,000.00 * *continued on next page ** Permit Number: D08 - 339 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Contractor: Name: SABEY CONSTRUCTION INC. Address: 12201 TUKWILA INTERNATIONAL BLVD , SEATTLE WA 98168 Phone: 206 - 281 -4700 Contractor License No: SABEYCI033KM Expiration Date: 01/06/2009 DESCRIPTION OF WORK: INSTALLATION OF ADDITIONAL STEEL TUBE BRACES FROM UNDERSIDE OF ROOF TO 3RD FLOOR FRAMING. Fees Collected: $1,888.80 International Building Code Edition: 2006 Occupancy per IBC: D08 -339 Printed: 08 -04 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Water Meter: Permit Center Authorized Signature: 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 no construction or the perfo doc: IBC -10/06 City cilTukwila 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 N e ume to giv rk. Iama Signature: �� i Print Name: CL l- //V/ ! - , ` 0 Private: Public: Permit Number: D08 - 339 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Date: nr/y�o e o violate or cancel the provisions of any other state or local laws regulating o sign and obtain this development permit. Date: 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. D08 -339 Printed: 08-04 -2008 Parcel No.: 1023049069 Address: -2e No: .inant: 3355 S 120 PL TUKW SABEY DATA CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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 PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: 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. 5: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. $ A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Cond -10/06 D08 -339 ISSUED 06/20/2008 08/04/2008 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila ° Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: 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 D08 -339 Printed: 08-04 -2008 Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** • D08 -339 Printed: 08 -04 -2008 Signature: Print Name:7e /iv,v 777/217 doc: Cond -10/06 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of , -' k. ( Date: O D08 -339 Printed: 08 -04 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us uil Public ng Permit N M al Perm No PI izl��Gas Permit N orks'P Nc oject No . US e eCh Pr �?4 lye Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: /o ,c!? y "' 5 ' G r Site Address: 3 3 5 f xiV ? Tenant Name: 5 9, /77 (�y Property Owners Name: 135 P#7' C Mailing Address: /114' / y/ :7 f �U �'rjv / �� � _ 9Y City State Zip Suite Number: New Tenant: Floor: El Yes E hen your permit is read; be issui CONTACT PERSON — w ho do we t e /e,f/i/ /? t ' Ao/ i u/� cdi "1,7 / 3 /ten Mailing Address: E -Mail Address: Contractor Registration Number: Company Name: G l ,(fI/ / .,41/Cye C0 / Day Telephone:0V6 y/ - 3 r Tu /lie , %s le/4' t v GF" City State Zip Fax Number: J© /i — of,/ / D 7 v GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Ga ping (p'' Company Name: ,Ji3fy (�OHstt2vcr,O;l Mailing Address:/04V 7 1,17 L /Up 4 Contact Person: (� h z ;141 / ^ � - 2/2 y E -Mail Address: Gie�iY.t/ 2 a.' t ,!3' - Co Sh1 /3t C/O33 /-(/7 City State Zip Day Telephone: A ©G - 7a O - 4' 9'Y Fax Number: ,-0(96 "O 7/ — 7ao Expiration Date: � o /© 7' ARCHITECT OF RECORD -- Al be wet stampe :ect of Recar by! Are t #/ht- Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Record ENGINEER OF RECORD All plans mu r mped by Eng Company Name: E (/A/f' e y/ /o27k G 11aie 4 7 Mailing Address: 6 74 9' aloe, Z /��!/, g1' N8 y G c d /7/ . Tie¢ f! // j City State Zip f Day Telephone: 0 1C 9 6 ` 5e. 6 76 0 Contact Person: pec1,7 2 9 SE E -Mail Address: 7, 2 & y',,j/ (J Se�77/6 . &o Ai Fax Number: 106 '"SPA - l? d 7f Q: \Applicationaorms-Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 1 of 6 2T , Qtea. Existing Building Valuation: $1, 3 e , ' � 900 Scope of Work (please provide detailed information): .44 0 7 : 9 - N a c t T ! 0 70 c t rD/ T ©✓t #9-4, UILDING PERMIT INFO TION of Project (contractor's bid price): $ u 2 ' C& C0 r1 Li /1 it d ? c,c) 3 R t - cDo R p/ rli;v - ' Will there be new rack storage? ❑ Yes M. No If yes, a separate permit and plan submittal will be required. Provide A g Areas in Square Footage Below 2' -Flooi F Basement Accessso Attached Garage ac Attach Carp Detached Ca Covert+ wl Vn< ed Deck _! Addition Existing Structure Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 11V No If `yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Signature: Print Name: Mailing Address: PERMIT APPLICATION NOTES — Applicable to all per 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU ED AG Date Application Expires: Date Application Accepted: DiaI7-0L01 Q:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Day Telephone: 40 6 " ' 7 30 - / 9'er:3 vv./ / City Date: 0 State Staff Initials: Zip Page 6 of 6 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER Receipt No.: R08 -02836 Payee: SABEY PROPERTIES LLC ACCOUNT ITEM LIST: Description rtnr.: RAmint -(1R 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 RECEIPT Initials: LAW Payment Date: 08/04/2008 02:08 PM User ID: 1632 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 111329 1,146.50 BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Permit Number: D08 -339 Status: APPROVED Applied Date: 06/20/2008 Issue Date: 1,142.00 4.50 Total: $1,146.50 Payment Amount: $1,146.50 5630 08/04 0710 TOTAL 114650 Pri ntarl : OR- (14- 2(1(1R Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Applicant: SABEY DATA CENTER Payee: SABEY PROPERTIES LLC ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 Payment Check 110810 742.30 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Receipt No.: R08 -02211 Payment Amount: $742.30 Initials: JEM Payment Date: 06/20/2008 03:17 PM User ID: 1165 Balance: $1,146.50 Account Code Current Pmts 000/345.830 742.30 Total: $742.30 Permit Number: D08 -339 Status: PENDING Applied Date: 06/20/2008 Issue Date: 3960 06/23 /710 TOTAL 742.30 doc: Receiot -06 Printed: 06-20 -2008 Pro O Type o t.. J pectiorft • / J 1 Address: 335 r ?A I Date Called: Special Instructions: Date Wanted: --- - d� � a • ( p.m. Requester: Phone o V,2SS,3Gorlf .4= INSPECTION NO. INSPECTION RECORD Retain a copy with permit f� ac PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p exJ .7 t t4 (eT '` e', 6 crr QCF Inspector: Date: ri $60.00 REINSPECTION FEE REQ IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. Receipt No.: 'Date: s Pr` A Lit- Type of / Inspection: / U Ad s Date Called: Special Instructions: Date 7 Waanted: /( /r. Q� p.m. 6 Requester: Phone No _ __2U6 -25' - 36`7 v INSPECTION RECORD Retain a copy with permit .eg: INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V^ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ED Approved per applicable codes. Corrections required prior to approval. COMMENTS: - riAJ ( VAS C11 LA' t /1/4..i • Inspector: L.) Y Date: l7 1o(i El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. 4 Projec A + i' L J Type of Inspection: ! ' �, a .1.., , Address: ( , 143 r t, n A 33 CS J.-1 /' L , Date Called: Special Instructions: 0 r 1 _`` e) 7 st. C eJ Pb- t 3« cto) r tffa ;,..y ate Wanted: !� „ v p.m. Requester: Phone No: - Z. Ss - 3 6, 'I r Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3i Corrections required prior to approval. ./C COMMENTS: 'Inspector's 4t ix..A.4 Date : 5 _ v ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: (Date: ,.env- ;.;r:. -y• .,., ,arieELWAitirw^isca`rk. a l6P +. , MAYES TESTING ENGINEERS, INC. October 16, 2008 -- C E VED �C1 20 2008 City of Tukwila 'MF1 yN 1e.4Ce Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Sabey Data Center Structural Bracing 3355 South 120 Place Tukwila, WA MTE Project No. T08147 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. Special inspection was provided for: 1. :Spray Applied Fire Resistive Materials 2. Structural Steel: Visual Welding To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. aun Branch Man • FINAL LETTER Permit No. D08 -339 Cc: Matt Meile; Sabey Corporation — Josh Johnson, Sabey Corporation l , ;•i , :c; . Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 MAYES TESTING ENGINEERS, INC. MTE NO: T08147 PROJECT: SABEY DATA CENTER STRUCTURAL BRACING Address:::'. 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 11 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 10 -7 -08 Weather: Indoors Inspection: Fireproofing Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland. OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and performed fireproofing repair re- inspection for the following locations: E/7 the bottom connection of column and bracing and B/7 the top connection of column and bracing. Monokote MK6 /HY was:used for repair and had met the existing minimum thickness requirements. CORRECTIVE ACTION: Closed preliminary report on 9- 29 -08. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED OCT 1 7 2008 COMMUNITY D EVELOPMENT INSPECTOR: Quang Le Reviewed by: Shaun W. Sevii , Branch Manager cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC. r:C ur�.. MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: 008 -339. Page 10 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 9 -30 -08 Weather: Indoors Inspection: Structural Steel Samples: N/A A MTE inspector arrived onsite and performed visual welding inspections in accordance with AWS D1.1 — 06 specs. Inspected roof top welding of round pipe supports to roof beams at two locations along 6.5 line between D to E grids. Also inspected along A line between 3 to 5 grid the "WT" welding of roof frame supports. Welding is per code. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Vassallo Reviewed b Shaun W. cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED OCT - 2008 spir y, Branch Manager Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 i.i.i.;.V.,;;?7. ;' aN7lFY‘!°4..,. 4?:£,d... r t':" Hr„': AYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 9 Owner: Sabey Corporation Architect: -- Engineer: Contractor: Sabey Corporation Date: 9 -29 -08 Weather: Indoors Inspection: Fireproofing Samples: N/A A MTE inspector arrived onsite and inspected fireproofing repair at brace frame E /9, 10, 11, 13 and 14, A/10 — 11 and B — D /7. Top and bottom repairs met or exceeded existing fireproofing with exceptions at 2 locations. Exceptions were: E /7, bottom has bare area and B/7 on the top needs additional fireproofing. Monokote MK6 /HY was used for repairs. PRELIMINARY: Reviewed by: INSPECTOR: John Salts Lynnwood Office 20225 Cedar valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED OCT - 7 2008 Shaun W. Sew , Branch Manager cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC. h'T.u; li r-r:. °i"+:-�a;;x; , � ✓ >'td;o:."_".:iymi S�'Vr': r °�_'a.+'1„'.�. MTE NO:' ' PROJECT:' ' Address: • PERMIT NO: Page 8 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08147 SABEY DATA CENTER STRUCTURAL BRACING • 3355 120 Place Tukwila, WA D08 -339 Sabey Corporation Sabey Corporation 9 -19 -08 Overcast Structural Steel N/A Welding conforms to AWS D1.1. • Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected structural steel inspection at the following elements: 1. 3 floor bracedframe on E line, between 9 and 10 lines. • 2. The roof top mechanic bases to' roof purlins between E and F and 7 and 8 shown on DWG S4:1 /A. • To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Watson Reviewed by: Shaun W. SevigBjanch Manager cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila RECEIVED SEP 2 9 2008 COMMUNITY DEVELOPMENT MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 7 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 9 -16 -08 Weather: Indoors Inspection: Structural Steel Samples: N/A Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and performed visual inspections of braced frame welding on grid E, from 13 to 14 lines (3 floor), grid E between 9 and 10 and gusset plate welding on grid E (3` floor frame). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Tom Watson RECEIVED SEP 2 9 2008 COMMUNITY DEVELOPMENT Reviewed by: Shaun W. Sevigi43ranch Manager cc. Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC. c:4 .." k"^ F�` iiR ,i�ti��.r:�c., °�'�ti�::rTe7k�^ MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 6 Owner: Sabey Corporation Architect: -- Engineer: Contractor: Sabey Corporation Date: 9 -15 -08 Weather: Indoors Inspection: Structural Steel Samples: N/A Reviewed by: J J INSPECTOR: Tom Watson cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila Lynnwood Office 20225 Cedar valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite for a visual inspection of welding of braced frame on 7 Tine (3 floor) B, C, D and F lines. Welding of frames is in accordance with AWS D1.1 and the approved drawings. Welder Russ Doherty (W07672) WABO certified in process and position. Also inspected frame on A line, between 10 and 11 lines, 3 floor. Welding is conforming. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. RECEIVED SEP 2 9 2008 .'.•�il,•el i Y uk_VELOPMENT Shaun W. Sevig Branch Manager MAYES TESTING ENGINEERS, INC. tS {�•ES: S ?'i "P 71v f F': b;4 7? I:+ rt ?.c.'u 3S A k 5`d i 2 iL S YFS93 ' MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 5 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 9 -8 -08 Weather: Indoors Inspection: Fireproofing and Structural Steel Samples: N/A A MTE inspector arrived onsite and inspected fireproofing and welding. Inspected patching of existing fireproofing at columns for added seismic bracing, contractor sprayed the top and bottom of columns on lines A/13 —14 and 16/E — H (3 — 4 floor). Visually inspected welding of the brace frame; gusset and brace at E/14 bottom (3 floor). To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Jim Kay Reviewed by: S N Shaun W. Sevi cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma. WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Dave Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 RECEIVED SEP 2 2 2008 COMMUNITY DEVELOPMENT anch Manager MAYES TESTING ENGINEERS, INC. E^+atvi." w : "iy6'eP ilC' ;i ±b: MTE NO: PROJECT: Address: PERMIT NO: Page 3 Owner: Architect: Engineer: Contractor: Date: Weather: Inspection: Samples: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA D08 -339 Sabey Corporation Sabey Corporation 9 -5 -08 Indoors Structural Steel N/A • INSPECTOR: Tom Watson cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A MTE inspector arrived onsite and inspected welding of structural steel braces as shown on DWG S5.4. Inspected the welding of frames on 16 -line from E to H. Welding conforms to the approved plans and AWS D1.1. The out of alignment braces between E and F have been corrected per engineer's direction. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. PFCFIVE® C1 ) 2 2 2008 Reviewed by: •. _ v -ratNT Shaun W. Sevigx , ranch Manager MAYES TESTING ENGINEERS, INC. MTE NO: PROJECT: Address: T08147 SABEY DATA CENTER STRUCTURAL BRACING 3355 South 120 Place Tukwila, WA PERMIT NO: D08 -339 Page 2 Owner: Sabey Corporation Architect: Engineer: Contractor: Sabey Corporation Date: 9-4 -08 Weather: Sunny Inspection: Structural Steel Samples: N/A A MTE inspector arrived onsite and performed a frames, 3 floor level, grids E — F, F — G and G — frame were found to be acceptable per plan and process. Note: MTE alerted contractor to: PRELIMINARY: 1. The possibilities of misalignment of the pipe cross braces in brace -frame at E to F by 16. 2. It is unknown if the splicing of pipe cross member pieces have been inspected /approved. Reviewed by: i1U 1TY IIEVEL preliminary inspection of welding on brace - H by 16. The welds at base of each brace - AWS code; the remainder of work was in INSPECTOR: Mat Taylor Lynnwood Office 20225 Cedar Valley Road Suite 110 Lynnwood, WA 98036 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 ( s " 15 2000 D �ELO P t� 6 EN 7 ranch Manager Shaun W. Sevi cc: Matt Meile, Sabey Corporation — Josh Johnson, Sabey Corporation — Building Official, City of Tukwila MAYES TESTING ENGINEERS, INC ' kL .f �.+y .;nUt :: 'IZOE ft /t rirks;+ =az<s Project Name: Microsoft TK5 Data Center Site Address: 3355 South 120th Place Tukwila, WA Client: Microsoft Corporation Engineer: Engineers Northwest Contractor: Lease Crutcher Lewis Air Temperature: 72 °F Weather: Inside Product: Concrete Supplier: Glacier Northwest Ticket Number : 221701 MixDesign ID : 3300 r Sample Temp. 'Initial Storage Temp. Entrained Air (ASTM C1064) (ASTM C31) (ASTM C231) 76 °F NR NR `Water /Cement Ratio lump (ASTM C143)1 Sample(s) Recd: 0.428 5" 08/27/08 Placement Location and Notes Remarks: Technician(s): Wagner, W. Tested by: Hootman, D. Notes: CONCRETE LABORATORY TEST REPORT FIELD DATA ASTM C31 and C172 Original: Revised: Actual I Mix Proportions: Ingredient Reviewed by: RECEIVED SEP 15 2009 DL bEL kiPi4dl_NT Project No: L08267 Issued on: 09/03/08 Sample Set ID: 44772 Permit # (s): D08 -276 Required Strength: (fc) 4000 psi @ 28 days Lynnwood 20225 Cedar Valley Road Suite 110 Lynnwood WA 98036 ph 425.742.9360 fax 425.745.1737 Weight (per cu.yd) Cement - -Type I & II 562.5 Ibs Coarse Aggregate 3/4" 1,971.5 Ibs Fine Aggregate 1,318.7 Ibs Water 240.6 Ibs Set 1 of 1. Concrete was placed in 19 slab on metal deck infills in the third floor between gridlines 13 -16 x A -J. Sampled midload at 8 cubic yards total. COMPRESSION TEST RESULTS (ASTM C31, C39, C617, C1231, C780, C109, C1019 or AASHTO T22 when applicable) Date Made Sample # Lab # Date Tested Age Size (in) Load (Ibs) Dia (in) Area Strength (psi) Type of Fracture F08/26/0811 0001 26795 I r 09/02/08 r 7 I 4x8 II 56020 jr 3.99 L12.50 j r 4480 Type 5 " F 08/26/08 11 j 26796 I [ 09/23/08 ] [ 28 11 4 x 8 11 _ I L 0.00 1_ 0.00 - - I ]I NA 08/26/08 , 000 J l j [ 09/23/08 1(728 ! 4 x 8 [ __ 0.00 ] I 0.00 1' ! NA_ 1:18/26/06 0001 ; r 26798 ] [ 09/23/08 j r 28 , I 4 x 8 - -_ I 0 .00 ] I 0.00 �; NA ;' Timothy G. Beckerle, P.E. Branch Manager E- MAILED SEP 0 9 2008 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. See ASTM C39, Fig. 2 on page 25 for full description of the Type of Fracture. All testing performed in accordance with applicable ASTM's except C -31, 10.1.2 - "recording field temperature" MTE 1050 -1C, Rev4, 08/22/07 0 E Northwest Inc., P.S. Ft COPY PermIt L V v • EN We get � iId i ngs ilt. STRUCTURAL ENGINEERS t S a ey Data Cente (Formerly EXODUS Intergate E s.. - - 3355 . S.120 P LACE -- = TUKWILA, WA STRUCTURAL CALCULATIONS Roof Seismic Weight Upgrade JUNE 2008 ENW JOB NO. 99136032 • Ci BUIL Of Tukwila ING DIVISION REVIEWED CODE COMPLIANCE APPROVED JUL 2 8 2008 O 6869 Woodlawn Avenue NE • Seattle, WA 98115 ▪ 206.525.7560 • fax 206.522.6698 www.enwseattle.com FIRES ORi 8/2008 j RECEIVED CITY OF TUKWILA UN 2 0 2008 PROJECT DESCRIPTION PERMIT CENTER UPGRADE TO EXISTING ROOF UNOCCUPIED BY ORIGINAL DESIGN ROOFTOP HVAC EQUIPMENT. EXISTING ROOF WAS DESIGNED FOR (99) 15,500 LB HVAC UNITS (SEE DIAGRAMS BELOW). NEW INSTALLATIONS OF HVAC UNITS ON THE EXISTING UNOCCUPIED ROOF AREA IS TO BE UPGRADED TO ACCOMMODATE NEW HVAC UNIT DESIGN AND WEIGHT. NEW VERTICAL BRACING [S BEING INSTALLED IN ORDER TO STAY WITHIN THE ORIGINAL ROOF DESIGN LATERAL FORCE PARAMETERS AND TO AVOID MODIFICATION TO EXISTING OCCUPIED TENANT SPACES. EXISTING VERTICAL BRACING FORCE LEVELS REMAIN BELOW ORIGNAL DESIGN PARAMETERS. OVERALL BLDG BASE SHEAR INCREASES < 5.0 %. NO CHANGES TO THE STRUCTURE OCCUR BELOW THE 3RD FLOOR (ELEVATION +40' -0 "). 3S1 MU1`0Via orniksr _ irtiif1 91LINOWNIMi i eiN10111 EN- rlfr9a so 1 t 1 a J .. P am�1onn1�[,� , u••i ar -11111 1 ..: _. ._.. - . �IiIit'iiIIkP Il1i ■ =MEW. AMIIMMIII2VIMIE *ow wie.....„ em: rloattim :�i.�a��ttit•ti mmor711?ra Mc/■I:JCSGa1c iik iim i. 11 �. , 11 `.ate S� IM., WrAill — ► i � • • Ap IA 1 .45 4 4 _ Hill WWI; ramm A I'�'.��.- .1:'�Rn• / ? •�MI.a may :. - -'�.YS'� 'i i ia:+ �t Li 11 Maw g.,.! ialf4110311wr OW Mt tV� ∎V um .•' u 511k ;U l" aisti6i�'a 1 10 7 �.� NI L— MC kF+1 & '► n11 r I 14 --- - G � �a ! i■11111 a rY ice r:1siii� � iE11■1= � M 3�2`�31�� _ �1_�C�.� . %- �'- ��il_ <t.�l�d midwow 1�.Zd�i °7�VI�1 Tti1 SAM 11111 ? C • I - ©1 31%81 ow= fi.IWINE�P ti���aiw�r,t1 114JiA�Y4 iilARgtFi'VMA9 Nii7 Alt =milk 1:111 n_rr� . �—crn , ■wow wi + — 1 1► L .L11111 V0 0 60. L� Y tiia 1�Eetif '� i1;11Nr !16441441/A4 bl4 4iJ10 'V1W11 . .. _.._ .... e._:._ _. =ammo zwi 111 "w MWMfY lii � il 1+ +Iw++4 My/ • ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # PROJECT /74 Id SUBJECT 141-40y al T7ti 44) 4 l 1'N #4 1 P c-1 tAl/ 44 2 t Z' 7 / 144c/ ) UNVI mot/ s O rs 1 Int I P- es►i 17,c pe,f F toorz (t4ir Sbr e,� t?L- o s� 'R `� 9q j .( Qor 3 ,3 ps i 2 6 7 0 1/ or LL 1 ► 2c✓ • wib Aitt1p1,trlY0 'roixtbkl RvJi5e4 heQ1\,i Cuvr-en{ �se, (e't.t/ 6fid DATE / �// G� SHEET Z. O OF BY 014 te icsG) at 0-5 ENVY ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # SUBJECT 0 PROJECT Nletd ROD e f (8) UNITS C (6) UNITS 36K E 7.51( 6869 WOODLAWN A E. N. E. #205, EATTLE, WA 98115 (206) 5257560 FAx (206) 522-6698 44 P4 ('e' l, DATE R VkC (,vt 4 1 litaattr SHEET OF BY I Y o ISLA TURE AC OWABLE 18014 201( 12K L. i ii FUTURE ALLOWABLE NO ADDITIONAL LOAD UNTIL 14VAC WT = 3921( GRID L IMPROVEMENTS 1 ® r . 11 I 11 1 I i ri i 1 (2) UVITS 301 1 ^ MI El EI 20K 1.11( N 61( N 9 1 1 9 1 1 19 O e B B 0 1 • 1 0 (11) UNITS 0 15.51( EXIST PENTHOUSE (40) UNITS 0 15.5K CURRENT & FUTURE ROOF TOP HVAC DESIGN ❑ ❑ 0 PROJECT # PROJECT • • IENJ\V ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS SUBJECT 1 21 00 1 f 1-0 / 6869 WOODLA vb AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 q INI al a C e.Jey rill rw. I Sox 18 goo. l 16 Pvired 31 x bell eq Z = 132 0 f), k VO28.o 14 " 97&o (&t L Qe 1 N Koof taace= 1 , '?o DATE SHEET OF BY • • • 686 � 9 n WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 5226698 PROJECT # PROJECT V/` t)et J 1C4 ( ►� Ro to L4i r SUBJECT ENW ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 240 - - 0 --> 611 ST 4D WOOS Jf( (CI Ooo') DATE SHEET OF BY / 01).1c-, I ON, P\.eoF kti o WA-Q(.6 @ 11 PsF A(&8f dull '3(46( 2,6281 e Building Portion Primary Tenant P,hasel Microsoft i?It assn WAMU Phase 3 Microsoft TK5 Phase 4 future tenant Phase 52 colo spaces Phase153=01 InterNAP;Phase 1 Phase 53-02 InterNAP Phase 2 Phase 53-03 InterNAP (future) Data Center Area (Gross, excluding office, conference) 45,000 ft' 57,000 ft' 60,000 ft' 50,800 ft' 30,000 ft' 9,720 ft' 9,278 ft' 15,000 ft' 276,798 ft' Associated Roof Space (Gross) 40,300 ft' 31,000 ft' 35,000 ft' 19,000 ft' 16,000 ft' 12,500 ft' 8,250 fe 15,000 ft' 177,050 ft' • Rooftop Equipment Apparent Cooled weight (estimated) Wattage 360,000 lbs. 3,470 kW 360,000 lbs. 1,215,200 lbs. 35,000 Ibs 368,000 Ibs 90,000 lbs 108,000 Ibs 200,000 Ibs 2,736,200 Ibs. Note original roof structure design was for approx. 1.53 million pounds Ratio: Roof area Roof Equipment Redundancy Roof Space for over Data Center Roof Area per Weight per watt claim Redundancy area kilowatt cooled cooled 20% 8,060 ft' 90% 11.6 ft' /kW 103.7 lb /kW 3,200 kW 20% 6,200 ft' 54% 9.7 ft' /kW 112.5 Ib/kW 8,100 kW 8% 2,917 ft' 58% 4.3 ft'/kW 150.0 Ib/kW 7,620 kW 37% 2.5 ft'/kW 4,500 kW 25% 4,000 ft' 53% 3.6 ft'/kW 81.8 Ib/kW 1,310 kW 20% 2,500 ft' 129% 9.5 ft'/kW 68.7 Ib/kW 1,638 kW 17% 1,375 ft' 89% 5.0 ft./kW 65.9 Ib/kW 100% 29,838 kW 14% average 25,052 ft' 64% average _133-R,��ptiw(&) fin- ANiklYtS - Kase 3 ikitGf't" ` /ooa�T 121/2--eo 112_5 S CI kW Fu, {use ��se ) .6; 5-0 le0 oo l� • Tenant apparent Wit t" 77 W /ft' 56 W/ft' 135 W/ft' 150 W/ft' 150 W/ft' 135 W /ft' 177 W /ft' 0 W/ft' •o i ialreliiiso igh.11+ M — 67•104—j41 p GEWWW41111125.1 - ... r innamma, Alm - ....:-...,,..,.,......:._,..... • mardmibri Nowt -- v 1 MISEE41114111111 414.144 billifilUli ' SIVICA WOK . -IS INEMIifflir VW' 1 11414 1 =1= t ali ixiiil ' 111111•111 411111[. 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IS OOIOi(c wawa aa.a.oeso • ...0 CiEE . — Y) o • r./. ag1E: R2 s1® as. • WI .a TA. OEMS Gi1z it L SABEY DATA CENTER PRELIMINARY SEISMIC UPGRADE Feb 25, 2008 Upgrade for full rooftop HVAC Revised Build -out. 41 ) Ntw FR�vt5 3rd Et Roo-f IMosT ocooR (2) 1,o6A-tloN/S, (4 E-06 514-0W4 O � e • I r._r 1r.�• rryf T „. • 1r . Y x r 7 :. -� I xa'' I ,. -x °I- xr w l xr x , ` J . ' (� A V xr T Y ._1. y 0 rsR a-24,,,_ 1 I �,q • .a rE1 ` I d aw a 0 az I � t ° .E :. • 1 . oa+ :ea. m m 0 swot � 1R^ rex : tw. e�jf . 0 ‘3 n. 0 . 0 r9 ' ' " 'q-"- —.,, pe 1 ImP - Ir. Man AM Lib Ob, - 1 7 ,. Ilea xi , Oex 161. D l w t r m s xw a K iC xEE BEL• I � i M � � YYii.�� ,•- L i tt sr rig Cr CM 01 aj• r. wr ...i. r - R a i • w 1.• E 4, Inn • r. I r1¢ Id 1.•_y a - 4- . 0' . r i O +• , sr .• ,. o .n w• on c u ffid Nb .0 0010[1E MA1a•1 __ —__ �.'r�mnvx�,1 u -OP l . � ' E FRAME Al min ( Dir%7 m ° mOmO � • • 4 4 0. 1 Om1i alTE Er4 \BEYDATACENTER PRELIMINARY SEISMIC UPGRADE Feb 25, 2008 Upgrade for full rooftop HVAC Revised Build -out. New -FRr-Ms 3 F1 �Roo-c N1/4\fs Mi&ligituitearrwaki CaRIDS � T rpD . 0 E 4 • Ir_w1 Ic-a.1 0 iolution: Envelope Engineers Northwest Allen Tucker 99136030 Sabey Data Center Tukwila, WA June 17, 2008 11:54 AM New Grid 16.r3d 0 ...—. Engineers Northwest Allen Tucker 99136030 Sabey Data Center Tukwila, WA 11:55 AM June 17, 2008 New Grid 16.r3d F 4,„: � �.,. i _ .. II X X �� an 0 ...—. Engineers Northwest Allen Tucker 99136030 Sabey Data Center Tukwila, WA 11:55 AM June 17, 2008 New Grid 16.r3d STL1 29000 11154 .3 .65 .49 36 STL2 29000 111 .3 .65 .49 TUBE 29000 11154 .3 .65 .49 46 CONC 3605 ...... 1502:0$ 2.. 55 PIPE 29000 11154 .3 .65 .49 36 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA Global Steel Code AIIOwable ,tress Increase Factor Include Shear Deformation Iiic,lude :V arping::: No. of Sections for Member Calcs Rei#esign:Seetioris P -Delta Analysis Tolerance Vettfi?:sb A ds: :: ASD: AISC 9th, AISI 99 1.333 Yes Yes. 5 Yes 0.50% Y:. Materials (General) Sections Material Label Young's Modulus Shear Modulus Section Label COL1 COL2 COL3 COL4 COL5 OLE: COLT COL8 COL9 13F.�AM1::.: BEAM2 BEAM3 BEAM4 CAMS BEAM6 B1=Ailt7 BRC1 B RC2 BRC3 6f2 - W W27X94 W27X84 W33X141 W33X118 W30X99 W30X1.08.. PIPE 8.0X PIPE, TU10X10X8 TU16X16X10 STL2 STL2 STL2 STL2 STL2 STL2 STL2 STL2 STL2 STl.:1- STL1 STL1 STL2 STL2 STL2 STL2 PIPE PIPE TUBE TUBE 12.758 12.758 17.016 14 859 13.359 15.812 12.133 10.408 16.125 30 27.7 24.8 41.6 34:7 29.1 31:7 12.763 - 19242 18.4 37.4 1.2 12 1.2 12 :: 1.2 1.2: 1.2 1,2: 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 12: 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1;2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1:2 1.2 1.2. 69.34 60.34 75.954 108:017 62.517 52.101 30.392 64.021 139::.:. 124 106 246 87 128 146 105.716 361.544 271 1450 2208.43 2208.43 3223.28 2727.26 2352.19 2946.32 2051.54 1622.47 986.836 3620:.::: 3270 2850 7450 5900 3990 4470 105.716 36'1 :544 271 1450 .288 .288 1.468 .482 .412 :875 .268 .161 2.202 520. 4.03 2.81 9.7 5:3 3.77 4:99 211.432 723.088 439 320 Steel Design / NDS Parameters Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set le2 let le_bend K y -y K z -z CH Cm z -z B y z R COL1 COL2 24.34 20 M4 M1 COL1 M3 M5 MB COL1 COL2 Database Shape ksi (ft) 20 20 20 COL2 25.02 Material Label ksi Area (in) "2 Poisson's Thermal Coef. Weight Density Yield Stress Ratio (per 10"5 F SA(yy) SA(zz) (ft) (ft) (ft) RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid 16.r3d] 1 y -y (in "4) k/ft^3 June 18, 2008 1:20 PM Checked By: I z -z (in "4) J (Torsion) T/C (in "4) Only Page 1 0. 0. 0. 0 Steel Design / NDS Parameters (continued) • Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Member Section Length Lb y -y Label Set le2 (ft) (ft) Sabey Data Center Tukwila, WA Lb z -z le1 (ft) L_comp le_bend (ft) M7 COL3 . M9 COL3 M10::..... COL M11 COL4 M12 COL4 M13 COLS M14 COL5 M15 COL5 M16 : M17 COL6 M18 COL6 M19 COL5 M20 COL5 M21 COL5 M22 COL5 M23 COL5 M25 COL3 M26 COL3 M27 COL3 M28 COL7 M29 COL7 'M30-- " --- --. COL7.... M31 COL7 .: M32 : COL7 M33 COL7 M34 M35 M 36 M37 M38 M39 M41 COLS COL3 COLS COL7 COL7 COL7 M40 COLT COL7 42 COLT M43 COL9 COL9 M45 COL9 M46: ... COC7 M47 COL7 M48 COLT M49 COL8 M50: COL8 M51 COL8 M52.. :. .: BEAM1 M53 BEAM1 M54 BEAM1 M55 BEAM1 M56 : BEAM1 . M57 BEAM2 M58 BEAMS ........ 20 20 .., . 25.43 20 26:15 20 2 0 26.86 2 0 20 27 :16 20 20 27.78 20 28.29 20 20 : 28.7 20 20 28 :19 20 20 27.68 20 20 27:07 20 20 .......... 26.46 20 20 25.93 20 20 25.33 20 20 24:72 20 20: .... 24.12 33:857 19.614 34 :288 34.287 1 29.407 24.535 8 8 2 2 1....... 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1: . 1 1 1 1 1 _. 0. 0. 0. 0. 0. 0. 0, :.:: 0. 0. . ; .. 0. 0. 0. 0. 0: 0. 0. 0. 0. 0.... 0. 0.: 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RISA - Version 4.5 [C: \Program Files \OId Risa 3D\New Grid 16.r3d] June 18, 2008 1:20 PM Checked By: Cm y -y Cb Sway K y -y K z -z CH Cm z -z B y z R Page 2 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 III Steel Design / NDS Parameters (continued) AA8Q M81 M131 M132 M133 M134 0 M135 M136 Sabey Data Center Tukwila, WA June 18, 2008 1:20 PM Checked By: Member Section Length Lb y -y Lb z -z L comp Cm y -y Cb Sway Label Set le2 let le bend K y -y K z -z CH Cm z -z B y z R (ft) (ft) (ft) (ft) M59 M60.. M61 M62: M63 M64 M65 M66 M67 M68 :. M69 M70 M71 M72...., M73 M75 76 M77 M78 M79 M83 M84 M85 .M86 M87 M88 M89 M90 . M91 M92 M93 M94 M95 M96.::, M97 M98.. M99 0.128 M 129 1:30 M137 iw138 BEAM3 BEAM3...... BEAM3 BEAM2:: BEAM2 BEAM1 BEAM1 BEAM1 BEAM1 BEAM4 BEAM4 BEAM4 BEAMS BEAM5 BEAM6 :: ... BEAM? BEAMS: BEAM6 BEAM5 BEAM5 BEAM4 BEAM4 BEAM4....: BEAM4 9 :41 28.42 BEAM4.:. BEAM4 BEAM4 BEAM4 BEAMS :. . BEAM5 BEAM6 BEAM6 BEAM6 .. BEAM6 BEAM5 BEAM5 BEAM4 BEAM4 BEAM4 - BEAM4 BRC1 BRC1 BF2C1 BRC1 BRC1::.:..:::: BRC1 BRC1 BRC1 BRC1 BRC1 'BRC1 31.403 22.506... 24.645 29.406 24:536 29.416 29.416 28.426 33:85:.... 19.61 34:28 34.28 14:71 29.4 24 :53_ 31.4 22 :5 24.64 29.4 24:53 29.41 33:85. 19.61 34.28 34.28 14:71...... 29.4 2 4:53: . 31.4 22:5 24.64 29.4 29.4 24:53 29.41 • :: :29:41 . 28.42 20 :846 20.846 20.846 21.25 15::734:::. 16.056 16:056 16.056 21 :341 21.341 21.341 8 8 .. ..:::...:. 8 8 8 9.25 9.25 9:25 9.25 9:25: 9.25 - 9:25 9.25 9:25 9.25 :.9:2 9.25 9.25 9.25 9:25' 9.25 9.25 9.25 9:25 9.25 9,25..,. 9.25 9.25:. 9.25 9.25 9.25 9.25 9.25 9:25 9.25 9 :25 9.25 2 2 : 2 2 2..: 2 2 2 2 ...,...... 2 2 2 2 2 2 2 2 2: 2 2 2:. 2 2 2 2 2 1 1 1 1 1 1 :: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :...... 1 1 1 1 1 1 1 1 1 1 1 0. 0.... 0. • 0. 0. 0. 0. 0. • 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0...: . 0 . 0. 0. 0. 0. 0. RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid 16.r3d] Page 3 411 Steel Design / NDS Parameters (continued) • M M196 197 M198 M199 M200 M201 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 M247 M248 M249 M250 M251 .11.4252 M253 M254 M255 M156 M 157 .. M158 0 M 159 M160 Member Section Length Lb y-y Label Set 1e2 (ft) Sabey Data Center Tukwila, WA (ft) Lb z-z lel (ft) RISA-3D Version 4.5 [C:\Program Files\Old Risa 3D\New Grid 1653d] June 18, 2008 1:20 PM Checked By: L_comp Ie_bend K y-y K z-z CH Cm z-z B y z R (ft) Cm y-y Cb Sway M139 •-• M140 MI 41 '' M143 M180 . MI81 M182 M183 M 185 M186 - M 187 M188 M 189 M190 M191 M192 M 193 M 195 M202 M203 • M204 M205 M206 M207 M244 M245 M246 M161 Mi62 BRC1 BRC1 BRC1 BRC1 BRC1 BRC1 BRC1 BRC1 BRC1 .-BRC1 BRC1 BRCI BRC1 ... .BRC1 BRC1 BRC1 BRC1 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 ,,• • BRC2 ... . BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 • BRC2 ERC2 BRC2 BRC1 BRC1 BRC1 BRC1 BRCI BRC1 BRC1 21.778 21.344 21.775 21:775 21.775 19.407 19.407 19.407 • • :19:407 19.407 19.015 19.032 18.638 19.658 19.658 19.658 1 14.005 14.005 19.844 19.844 19.844 19.844 .19844: 19.844 19.844 19.844 17.783 ------ 17:7 17.783 17.783 17.783 17.783 17.783 17376 • 17.376 17.376 17.376 20.087 19.877 20293 20.087 19.877 19.677 20.087 18.638 18.638 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 •" T. ........... 1 1 1 1 1 1 1 1 1 • 1 1 1 1 I . 1. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0 0. 0. 0. 0. 0. • 0. 0. 0. 0:.. 0. 0. 0. 0. 0. 0.. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. Page 4 M163 BRC1 19.877 1. 1. 0. M164 8RC1... 17 :942 1.... .1.... 0.... M165 BRC1 17.753 1. 1. 0 N1166: BRC1 18.1:33 1, .. 1; M167 BRC1 17.949 1. 1. 0. • Company : Engineers Northwest Designer : Alien Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA 0 Steel Design / NDS Parameters (continued) Member Section Length Lb y -y Label Set le2 O ( ) Basic Load Case Data BLC No. Member Label Member Label Basic Load Case Description Direction ft Category Code Category Description Start Magnitude (k/ft, F -2.054 Lb z -z let ( Gravity X Y Z 1 6 8 DEAD ROOF DEAD FLOOR LIVE ROOF :.:: LIVE FLOOR -- SIESMIC RtG1D None None None Ufa' None None new None 16 32 16 48 16 Member Direct Distributed Loads, Category : None, BLC 1 : DEAD ROOF Direction Start Magnitude End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) -1.24 M52 M53 -1.24 M55 M56 -124 -1.24 M57 M58 IVF59: M60 M61... M62 M64 M65 M66 M67 Y Y Y Y Y Y.. Y Y -1:24 ...... . -1.24 -1.24 ... .... .... - 1.24 -1.24 -1.24 -1.24 = 1.24 -1.24 ....... -1.24 - 1 -1.24 -1:24 -1.24 124 -1.24 1.:24: -1.24 -1.24 = 124 -1.24 -1.24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . Member Direct Distributed Loads, Category : None, BLC 2 : DEAD FLOOR End Magnitude Start Location (k/ft, F) (ft or %) -2.054 0 M68 M69 M70 1 M72 M73 - - M74 75 M76 Y .......... ¥ Y Y Y Y Y -2 054 -2.054 - •- 2:05 . 4 .----- -2.054 - -2.054 -2.054 - 2.054 -2.054 -2.054 -2.054 -2.054 -2.054 -2.054 -2.054 -2.054 -2.054 -2.054 0 0 0 0 0 0 0 0 0 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New Grid 16.r3d1 June 18, 2008 1:20 PM Checked By: L_comp Cm y -y Cb Sway le _bend K y -y K z -z CH Cm z -z B y z R ( ft ) Joint Load Type Totals Direct Point Dist. Area Surf. End Location (ft or %) End Location (ftor %) 0 Page 5 M68 Y -2.59 -2.59 0 0 .M69 -Z59 -259 M70 Y -2.59 -2.59 0 0 M71. Y -2.53. - 2:59 0 0 M72 Y -2.59 -2.59 0 0 M73 Y -2.59 -259 0 0 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Direction • Member Direct Distributed Loads, Category : None, BLC 2 (continued) Member Label Direction Start Magnitude Member Label Member Label Direction Sabey Data Center Tukwila, WA End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) M78 M79 M80 M81 : ::. ::........... M82 M83. M84 M86 M$7 M88 M89 M90 M92 M94 • M95: M96 M97 M98 . M99 ::. Y Y Y Y Y Y Y Y Y Y Y -2.054 -2.054 -2.054 -2.054 -2.054 .... • -2.054 -2.054 -2.054 2.054 -2.054 -2: -2.054 :_2.054 -2.054 -2.054 -20 .. .. -2.054 -2 -2.054 -2:054 -2.054 _2.054 -2.054 .2:054 =': • -2.054 -2.054 -2.054 2:054 -.::. • -2.054 2:054 -2.054 - 2:0.54` .... -2.054 -2;054 -2.054 - 2.054::. -2.054 -2:054 -2.054 :. -2:054 -2.054 - 2.054: 0 0 0 0 0 0 0 0 0 0 .. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, • Member Direct Distributed Loads, Category : None, BLC 3 : LIVE ROOF Start Magnitude (k/ft, F) End Magnitude k/ft, F) -.519 End Magnitude (k/ft, F) RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid 16.r3d] Member Direct Distributed Loads, Category : None, BLC 4 : LIVE FLOOR Start Location (ft or %) June 18, 2008 1:20 PM Checked By: End Location (ft or %) End Location ft or % End Location (ft or %) Page 6 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA • Member Direct Distributed Loads, Category : None, BLC 4 (continued) Member Label Direction Start Magnitude End Magnitude (k/ft. F) (k/ft, F) Start Location (ft or %) June 18, 2008 1:20 PM Checked By: End Location (ft or %) M74 M76 M7: M78 M79 M80 M8 :1 M82 M83 M84 M86 M87 M88 M89 M90 M91 M92 `193 M94 M96 M9.7 M98 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y -2.59 -2.59 -2.59 -2.59 -2 :59_ -2.59 - 2.59 : -2.59 =2:59 - 2.59 -2:59 - 2.59 -2.59 -2.59 -2.59 -2:59. - 2.59 2:59 -2.59 :.2:59.... . -2.59 -2.59. -2.59 -2 :59 - 2.59 9 . -2.59 59 - 2.59 -2.59 - 2.59 :::259.. • -2.59 -2 :59 -2.59 -2.59 -2.59 -2 :59 -2.59 -2.5.9 -2.59 2.59 -2.59 2.59 ::::: -2.59 -2.59 -2.59 -2.59 -159 0 0 0 0 0 0 0 0 0 0 0 ::.. 0 0 ...:. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ........... . 0 0 :. : :..:.:....... 0 0 Member Direct Distributed Loads, Category : None, BLC 6 : SIESMIC Member Label Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F RISA -3D Version 4.5 [C:\Program Files \Old Risa 3D \New Grid 16.r3d] Start Location (ft or %) End Location (ft or % M52 M53.. ..... M54 M5S M56 ...... :. : :.::::: M58 M59 M60 M61 M62 6 3 M64 X X X X X X X X X M65` M66 7 M68 M69 M70 M72 M73 X X X X X X X 1.743 1:743 1.743 1:743 1.743 1::743 1.743 1 :743 1.743 1:743 : 1.743 :1:7.43 1.743 1.743 1.743 1.743 . 3.43 3.43 3.43 3 . . 3.43 3.43 1.743 1:243 1.743 1.743 1.743 1.743 1.743 ..... 1.743 1.743 1.743 1.743 1:743 1.743 1:743 1.743 1.743 3.43 3.43 3.43 ...... 143: 3.43 3.43 0 :fl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 7 M52 X 2.118 2.118 0 0 M53......_... X 2.118 ......... 2.118 a ... 0 • • Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Member Label Direction Member Label Direction Sabey Data Center Tukwila, WA • Member Direct Distributed Loads, Category : None, BLC 6 (continued) Start Magnitude (k/ft, F Start Magnitude (k/ft , F End Magnitude (k/ft, F) End Magnitude (k/ft, F Member Direct Distributed Loads, Category : None, BLC 8 : new Member Label Direction Start Magnitude End Magnitude k/ft, F k/ft . F RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D\New Grid 16.r3d] Start Location (ft or %) Member Direct Distributed Loads, Category : None, BLC 7 : RIGIDITY Start Location (ft or %) Start Location ft or % June 16, 2008 1:20 PM Checked By: End Location (ft or %) M74 ...... M75 M76 -: M77 M78 M79 M80 M81 M82 M84 M86 • M87 M88 M89,..... M90 IU19:1::: M92 M93 M96 M97.:::: M98 M99 X X X X X X X X X M94 M95 X X ... X X X 3.43 - -.:. 3.43 3.43 :43 3.43 3:43 3.43 3:43 3.43 3:43 .885 885 .885 .885 .885 .885 :885 .885 5 .885 .885 .885 .885 885 :: 3.43 3:43 3.43 . 3:43: 3.43 3:43 3.43 3.43 3.43 343 .885 885 .885 .885 .885 :885 .885 .885 .885 .885 .885 .885 .885 .883 • .885 .885 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :. 0 0 0 0 End Location (ft or % M68 M70 M71 ... M72 M73 M74 M75 M76 M77 M78 M79 .. M80 M81 M82 M83 .:::: X X X X X X X 2.274 2.274 2.274 2274:: 2.274 2.274 2.274 2.274 2274 2.274 2:274 2.274 2274 2.274 2.274 2.274 2:2'4 2.274 • ::::.: :2.274 2.274 2.274 2.274 2 274 2.274 2:274 ; 2.274 2.274 2.274 2.274 2.274 2274 0 0 0 0 0 0 ,. ... 0 0 0.. 0 ) 0 0 0 0: : 0 0 0 0 0 End Location ( ftor % Page 8 Ylember Direct Distributed Loads, Category : None, BLC 8 (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Num I1 Member Label Direction Start Magnitude (k/ft, F) Load Combinations Sabey Data Center Tukwila, WA End Magnitude (k/ft, F) M54 2.1 2.118 M55 M56 .M5.7. M58 Att59. . M60 M62 M63 M64 M65 M66 M6:7 X X X X X X X X 2.118 21:18 2.118 2.118 2.118 2.118 2.118 2.118 2.118 2:118 2.118 211.8. 2.118 2.118 2.118 2.118 2.118 2.118 ;:.... 2.118 2.118 2.118 2.118 - 2.118 2.118 2.118 2.118 0 0 0 0 0 0 _. . 0:- 0 0 0 0 0 Description Env WS PD SRSS CD RIGIDITY 1 l 1 1 T 1 7 1 BLC Factor BLC I AD:LOAD: 3 I SNOW LIVE LOAD 3 4 : : FLOOR LIVE LOAD :... COMBINED LIVE SEISMIC ONLY 7 1 COLLECTOR ONLY 9 1 DL + LL 13 1 DL -EQ 15 17 new 16 ) S 1 COLLECTOR ONLY 1 10 DL +LL + EC) 1 Y 11 1 DL + LL -EQ I Y Y . DUMMY Y Y Y Y Y Y Y- 1 1 .. ... .. DL + EQ I Y I Y Y Y Y 1 1 1 1 1 1 1 3 L2 L2 L2 L2 L2 1 2 ..... 8 1 1 1 1 .9 1 4 L4 L4 L5 L5 ... L5 6 1 1 1 1 -1 6 6 1 -1 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New Grid 16.r3d] Start Location (ft or %) Factor BLC Factor June 18, 2008 1:20 PM Checked By: End Location (ft or %) BLC Page 9 Factor Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA • Load Combinations (continued • • Num Joint Label Descri •lion Envelope Reactions X Force (k) Env WS PD SRSS CD Y Force Lc (k) BLC Factor Z Force Lc (k) BLC RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid 16.r3d] Factor BLC Factor June 18, 2008 1:20 PM Checked By: BLC Factor 18 19 ®11®0311 ® ® .. ®.. . IINIE NMI Mill 20 X Moment Y Moment Z Moment N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 max min max min max mill max mint' max min max max min max min max min max max min max min max max min max min max min max min max min max min max min> 261.487 200:892 0.000 0.000 0.000 0:000 0.000 0.000 361.009 338.993 0.000 0::0.0.0... . 0.000 0.000 0.000 0 :000 538.531 -483.284 0.000 0:000 0.000 0000 0.000 0.000 341.8 -372.7 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 11 12 9 9 9 9 9. . 11 12 9 9 9 11 12 9 9 9 13 10 9 9 9 9 9 9 . .26 -.004 10 11 9 9 9 697.798 373. 0.000 0.000 0.000 • 00000 0.000 0 :000 :. 501.356 -97 :077 0.000 0 :000 0.000 0 : 0.000 0:000 411.495 153.015 0.000 0.000 0.000 0.000 0.000 0.000 926.063 - 312.282 0.000 0.000 0.000 0.000 0.000 0 447.739 1:15:023 0.000 0000 0.000 0.000 11 12 . 9 9 9 11 12.: 9 9 9 11 12 9 9 9 9 10 13 9 9 9 9 10 1 3 0.000 0.000 9 9 0.000 0.000... 0.000 0.000 0.000 0 :000 0.000 0:000::.. 0.000 o :o00 0.000 0 :000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0.000 . 0.000 0.000 0.000 i0.: :000 0.000 0OOE?: 0.000 0.000 0.000 .;.0 :000 0.000 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 0 :000 0.000 0.000 0.000 0 :000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0.00 0.000 0.000 0.000 0:000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 !0:000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0.000 9 9 9 9 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0 :000 0.000 0;000 0.000 0.000 0.000 "0:000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 .000 0.000 :0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :00 9 9 : 9 9 : 9 9 9 9 9 9 9 9 9 :.. 9 9 9 9 9 9'; 9 9 9 9 9 9 9 9 9 9 9 ::9 :::: 9 9 Lc (k - ft) Lc (k -ft) Lc (k -ft) Lc Page 10 N21 max .165 10 256.136 10 0.000 9 0.000 9 0.000 9 0.000 9 min - .153 11 116.14 13 0.000 9 0.000 9 0.000 9 . 0.000 .19.: N22 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 .9. '9 0.000 9 0.000 9.. - _0:000 N23 max 0.000 9 0.000 9 0.000 0.000 9 0.000 9 0.000 9 min 0.000 9 . 0.000 9 0.000 9 0.600 9 0.006 - 9 tow N24 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 "• N25 max .233 10 310.198 10 0.000 9 0.000 9 0.000 9 0.000 9 min - .221 11 139.095 13 0000 9 0.000 9 0.000 9 0000 - 9 N26 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0,000 9 ' N27 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 Min 0.000 9 0,000 9 0.000 9 0.000 9 0.000 9 0.000 N28 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 riliiii :0.000 9.:: o.octo 9 •0:990 9 9.099 9 0.000 9 0.000 :::9:" N29 max .263 10 320.969 10 0.000 9 0.000 9 0.000 9 0.000 9 - '• Min . • - . - 254 11 i : 143.319 - 13 . 0000 . - '0.000 9 •0•.000 - 9 • _0,000 • : 9 N30 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 . min - 0.000 '9 . 0 000 9 0.000 9 0_000 9 ' 0.000:: 9 0000... . 9i.': N31 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 min 0.000 9 41000 9 0000 9 0.000 9 0.000 9 0.000 N32 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.00 9 0.000 9 0.000 9 000 9 0.000 9 0.0 9 N33 max .265 10 308.289 11 0.000 9 0.000 9 0.000 9 0.000 9 min -.263 11 139.453 12 0.000 9 0.000 9 0.000 9 0.000 9 N37 max .231 10 270.762 11 0.000 9 0.000 9 0.000 9 0.000 9 min -.234 11 121.211 12 0.000 9 0.000 9 0.000 9 0.000 N38 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 N39 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 Min 0,000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 N40 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 . 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 N41 max .246 10 308.869 11 0.000 9 0.000 9 0.000 9 0.000 9 min . ...26 11 131.492 12 0.000 9 0.000 9 0.000 9 .. 0.0M N42 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 0 0.000 9 0.000 9 0.000 9 0000 9 - N43 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 N44 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0,000 9 0:00 9 0.000 9 cCodb N45 max .249 10 405.23 11 0.000 9 0.000 9 0.000 9 0.000 9 min -.32 11 129.768 - 12- :-- 0.000 9 0.000. 9 0.000 ....9., 0.000 ::9:: N46 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 N47 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 I min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0,000 N48 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 min 0,000 : .. 0.000 0.000 0.000 9... 0.000 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 0 Envelope Reactions, (continued) Joint Label X Force Y Force k) Lc (k Sabey Data Center Tukwila, WA Lc June 18, 2008 1:20 PM Checked By: Z Force X Moment Y Moment Z Moment k) Lc (k-ft) Lc - - RISA-3D Version 4.5 [C:\Program Files\Old Risa 3D\New Grid 16.r3d] Page 11 N49 max .14 10 343.53 11 0.000 9 0.000 9 0.000 9 0.000 9 min - 239 11 . 61:926 12 0000 9 0.000 : 9 0.090 9 0.000 9 N50 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 N51 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 mit, 0.000 9 0900 9 0.000 9 0.000 9 0000 9 0.000 N52 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 Min 0:000 9 0.000.:. 9 0.000 9 0.000 9 0.000 9 0.000 r•9•':: N53 max .033 10 424.31 11 0.000 9 0.000 9 0.000 9 0.000 9 min -.258 11 -70A31 12 0.000 9 0.000 9 0.000 9 0.000 9 ]:'_ N54 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min o.000 9 o.000 9 0.000 9 0.000 9 0.000 9 0.000 N55 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 OMOO 9 0.000 9 0.000 9 0.000 9 0.000 N56 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 19 . 1 N57 max 355.059 11 986.403 11 0.000 9 0.000 9 0.000 9 0.000 Min : -3511:923 :rill 480 :667:1:12 0.000 9 0.000 - 9 0.000 9 0.000 - •::::9.::: N58 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min: : : ::0.000 - 9 :::0000 .: 9 :.; 0:000 9 4:000::' 9 : 0.000. 9 :0:000" :: N59 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 Mtn 0.000 9 0:000 9 ' 0000 9 0.000 9 0.000 N60 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 min 0.000 9 0.000 9 0.000 9 0.000 " 9 0M00 9 0.000 9' N61 max 576.459 13 614.248 10 0.000 9 0.000 9 0.000 9 0.000 9 Min -665.564 10 -64.262 13 0.000 9 0.000 9 0.000 9 0.000 9 N62 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0000 9 0.000 9 0.000 9 0.000 9 0.000 9 N63 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 N64 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 N65 max 280.712 13 791.236 10 0.000 9 0.000 9 0.000 9 0.000 9 min -301.534 10 -549.801 13 0.000 9 0.000 9 0.000 9 0.000 9 N66 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 ... 9 N67 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 0 N68 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0.000 9 0.000 9 0000 9 0.660 9 o.000 9 o:000 9 N69 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 _ . 9 min 0.000 9 0.000 9 - 0.000 9 0.000 9 0.000 9 0.600 . :9':' N70 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0000 . 1:9 0.000 • 9 0000 9 0.000 9 0.000 9 0.000 9 :. N99 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min 0000 - 9 . :0.000 - 9 0.000 -. 0000 9 0000 9 0,000.:.. 9 N100 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 MTh 0000 9 0.000 9 0.009 9 0.000 9 0.000 9 0.000 N101 max 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 0.000 9 min OMOO :-.9 . - 9:: .0000 9 - - 0,000 ..- 9. omoo:. . 9.- o.000... 9 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 • Envelope Reactions, (continued) Joint Label X Force Y Force k) Lc Sabey Data Center Tukwila, WA Lc Z Force RISA-3D Version 4.5 [C:\Program Files\OId Risa 3D\New Grid 16.r3d] June 18, 2008 1:20 PM Checked By: X Moment Y Moment Z Moment Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc Page 12 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA 0 Envelope Reactions, (continued) Joint Label Code Chk X Force Y Force (k) Lc (k) N102 N119 N120 0.000 0.000 N122 N123 N124 N125 N126 N127 N83 N84 N85 N35 Reaction Totals : max min max min max min max Min max max Min max min max min max min '. max min max min max min max min max 0.000 0 :000 0.000 0.000 .... 0.000 0.000 0.000 0 :000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 • • 0.000 0:#100 : • 0.000 0.000 0.000 0.000 0.000 0.000 NC NC 2664.287 ;2664.287: 9 . 9:... 9 9 9 9 9 9 9 9 9 9 13 0.000 0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0:000 0.000 0.000 0.000 :0 :000 0.000 0.000 ; 0.000 0.000 0.000 0 :000 0.000 O 000 NC - NC 5131.96 :2363 :097:: 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 0.000 0.000 0.000 ...,0.000 0.000 0 :000 0.000 0:000 0.000 0.000 0.000 0:000 0.000 0.000 0 :000 0.000 0.000 0.000 0 :000 0.000 0.000 Locked Locked 0.000 9 9 9 9 9 9 9 9 9 9 9 0.000 0.000 0.000 0.000. . 0.000 0.000 0.000 - 0000 0.000 0.000 0.000 0.000 _ 0.000 0.000 0.000 0 :000 0.000 Oa000` 0.000 • •. 0.000 0.000 0:000. 0.000 0:000 NC NC 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0 :000 0.000 0.000 0.000 - 0.000 .. 0.000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0;000 0.000 0.000 0.000 4:440 0.000 0.000 0.000 0.000 NC NC 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0 :00 0.000 0 ; : 0.000 0.000 0.000 0:000 0.000 0.000 0:000.:: • 0.000 0000 0.000 0.000 0:000 0.000 0 >000 0.000 0.000 0.000 0 :000 NC NC 9 9 9 9 9 9 9 9 9 9 9... Envelope Member A /SC ASD 9th Code Checks Label Loc (ft) Lc Shear Chk Loc Dir (ft) Lc RISA -3D Version 4.5 [C :\Program Files \OId Risa 3D\New Grid 16.r3dJ ASD Eqn. June 18, 2008 1:20 PM Checked By: Z Force X Moment Y Moment Z Moment Lc (k) Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc Message M1 M2 M3 M5 M7 M$ M9 M.10 M11 M12 M13 .M1 ..4:.. M15 M16 M17 M19 - Steel code ... }: Steel :code:; . - Steel code ... - :Steel: code - Steel code ... Steel. code ... - Steel code ... - Steil code, - Steel code ... ▪ Steel:coiie:::: - Steel code ... :Steel: code - Steel code ... - -Steel code - Steel code ... - Steel code ... - Steel code ... ":Steil code - Steel code ... -.208 -208 -.254 -.208 -.208 208 -.265 X208 -.208 208 -.28 -.208 -.208 -.208 -.208 - Steel code check not calculate... • SteeI: code check: not ;calculate;:: - Steel code check not calculate... .: Steel: eode checck: not: aalcuIate�.:.. - Steel code check not calculate... Steel code:check: not calculate:. - Steel code check not calculate... :SteeV OOOOOOOO not calculate.: - Steel code check not calculate... - Steel: code check: not calculate::. - Steel code check not calculate... -: Steel >.code:check: not: calculate - Steel code check not calculate... - Steel. codacheck: not: calculate ::: - Steel code check not calculate... - Steel code check not calculate- - Steel code check not calculate... Steel:codecheck notc:elcwlate,s - Steel code check not calculate... Page 13 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Sabey Data Center Tukwila, WA A Envelope Member RISC ASD 9th Code Checks, (continued) Label Code Chk Loc (ft) - .208 -.289 Lc Shear Chk Loc (ft) Dir Lc ASD Eqn. June 18, 2008 1:20 PM Checked By: Message teat code M30........... :Steel: code •.:: M21 - Steel code ... 22.:•: 1 ::. ::::: 1 :code:.:: M23 - Steel code ... M24 Staid code M25 - Steel code ... M26 - Steel code ... M27 - Steel code ... M28 Steel code .. M29 - Steel code ... M31 - Steel code ... M32 - Steel:code M33 - Steel code ... .M34.. - . Steel :code .... M35 - Steel code ... .M36 Steelcode M37 - Steel code ... M38 Steel: code :, M39 - Steel code .. • -_M40 • Steelcode :i. M41 Steel code ... :Steei: .code:::. M43 - Steel code ... - h . :M44 :. Steelcode .: M45 - Steel code ... ....... >M46 ••• - .Steel. .code : :: M47 - Steel code ... M48 Steel code ... M49 ..M50 .... . M51 M52 M53 M54 M55 M56 M57 M58 M59 M60 M61 M62 M63 64 ......................... M65 M66 M67 : M58 M69 M70 - Steel code ... - Steel code - Steel code ... .521 .248 885 .649 338 ........ .574 .449 .617 55 .411 :4.80• .555 .354 .386 :41 3..,.. .371 5 .228 M71 .669 M72 :473 _..20.8 -.208 -.295.. . -.208 - .208 ... -.299 - 208 -.208 - .294 -.208 .208 -.288 08. -.208 • :282 - .208 208:: -.276 • : -.208 - 27 -.208 -208 -.264 -208 -.208 -.258 -.208 -.208 -.251 8.99 6429 16.429 6.59 13.784 11 :501 15.701 11.253 13.35 15:622 15.622 1.3.29. 14.708 14 :708 14.213 1 9.192 17:14: 16.426 6.589 10 10. 11 11 ...... 11 11 9 9 10 :::10 :. . 10 • 1.0: 9 9 9 10 11 11 - :188 .109 .191 ::::. .191 082:.:: .172 .153 .196 141 .154 172.. . .172 .163 .163 : ... .158 241::: .140 244 -: .244 .122 19.614 0 34.287 0 0 24.645 0 0 . 24.536 29.416 0 0; 0 34 :28 34.28 14.71 y y Y y y y y y y y 9 9 9 9 0 22.506 : 9 :9 9 9 9 9 9.. 9 9 H2 - 1 H2 -1 H2 -1 H1 -1 H:1�1 H1 -1 H1 -1 H1 -3 H:1 -3. H1 -1 H1.1...:. H1 -1 H1 ... • H2 -1 H2- 1.:....:.. H2 -1 H2 -1 - H2.1 -- H1 -1 H1 -1 - : Steel .coda check:flotcalculate :.'. - Steel code check not calculate... -- Steel. code check: not celdulatei.: - Steel code check not calculate... - Steel code check not Oeldulete - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... - Steel code check riot calculate: - Steel code check not calculate... Steel: code; check: not calculate..:, - Steel code check not calculate... - Steel: code check ::not calculate;:, - Steel code check not calculate... Steel code check: not:caiculate: - Steel code check not calculate... Steel: code check not calculate - Steel code check not calculate... Steel cod�.check:not c .alctila , : - Steel code check not calculate... - Steel code check: not: calculate:; - Steel code check not calculate... - Steel code check• not calculate - Steel code check not calculate... Steelcode check- notcalculate::: - Steel code check not calculate... Steel code check not calculate::: - Steel code check not calculate... - Steel code check not calculate: - Steel code check not calculate... - ..Steel :code check not. calculate - Steel code check not calculate... RISA -3D Version 4.5 [C :\Program Files \OId Risa 3D\New Grid 16.r3d] Page 14 Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Envelope Member RISC ASD 9th Code Checks, (continued) • Label Code Chk Loc (ft) Sabey Data Center Tukwila, WA Lc Shear Chk Loc Dir (ft) .246 RISA -3D Version 4.5 [C :\Program Files \Old Risa 3D \New Grid 16.r3d] Lc ASD Eqn. June 18, 2008 1:20 PM Checked By: Message M73 24 :53 31.4 M74 M75 29.4 M76 M77 M78 M79 M80 : M81 M82 . M83 M84 M85 M86 M87 M88 M89 NA90 M91 M92 M93 M94 M95 M96 M97 M99 M128 :. : ... M129 M:1:30 M131 M132 M133 M135 M136 M137 138 M139 M140 M141 M1•42 M143 M180 M181 M182 ...... a M183 1.84 :.. M185 M186 M187 :M188 M189 .744 :676 .751 ":450`: .531 .572 .693 .575 .590 :468 .427 .564 .195 .578 .644 .526 .796 .411 ::: .492 .526 .297 .535 .405 . • :348 .345 356 .353 ,308 .315 .307 .302 .275 :600 .599 . .075 .070 • :461 .452 .426 .426 087 .095 :368 .377 .309 .262 .264 13.781 11.498 15.7 1.1:.25: 12.32 1 15.619 13.032 15.624 14.21 16.925 9.805 17.14 16.783 14.7 12;265 15.7 1:1::25 12.32 14.7 14.7 12.265 15.011 _14.705':. 14.21 1 10.64 10 :206 10.404 8.031 8.363 7:694 7.694 10:893 10.893 10448 10.662 10.45 10.661 1(?6f1 10.661 10 :108 9.906 9 :906 9.906 9 :906 9.906 9.501 9.309 9.714 9.513 11 11. 9 9 10 10 10 10 1 1 9 9 11 19 9 9 9 10 9 9 10 10 13 ... 13 10 10 11 11 12 12 21:34'1' 0 • .1.1 11 9 11 10 10 9 10 10 11 11 1 10 :229 :_ • .275 :21 ' 0 ::: .230 :246 .246 .175 .210 .210 .203 .241 .140 34:28 244 .244 122:: .246 .293 .2:1:0 .230 .246 .246 .175 .210 .210 . .203 •:o02 .002 002: .002 ,001. .001 .001 .001 .002 .002 002 .002 .002 .002 .002 .002 .002 .002 .002 :002 .002 .002 .002 .002 .002 29.4 y 29.4 0 28.42 0 34.28 14.:71 29.4 24 :53 31.4 0 29.4 29.4 0 0 0 28.42 20.846 20.846 20.846 0 15134 0 0 0 21.341 0 21.344 0 21.775 0 19407:: 19.407 0 0 :19:032: 18.638 y y y y y y y y y y. y y y y y H2 =1 9 H1 -1 H1-1 H1 -3 H1 -3 H1 -3 .... 9 H1 -1 H1 -1 : 9 H1 -1 : 9 : :........ H24:.. 9 H2 -1 H2 -.1 9 H2 -1 9 H1 -1 9 H1 -3 9 H1 -3 H1 -3' • H1 -3 9 H1 -3 H1 -3 9 H1 -1 9 ..:... H2- 1 ........ 9 9 9 9 .... 9 9 9 9 H2 -1 H1 -1 H1 -1 H1 -1 .... H1 -1 H1 -1 H1 -1 .H11: H1 -1 :9 • 1114.1:-: 9 H1 -1 H1 -1 H1 -1 H2 -1 H2 -1 9 9 9 9 H1 -1 H11::: H1 -1 H2 -1 H2 -1 1 -1 H1 -1 1111 H1 -1 H1-1• 9 H1 -1 Page 15 41 ) Envelope Member AISC ASD 9th Code Checks, (continued) • Company : Engineers Northwest Designer : Allen Tucker Job Number : 99136030 Label Code Chk Loc (ft) .234. 9125 .234 9.125 362 10.03k .367 10.034 534::.:..:: 9:624:::: .528 9.624 7.294 .536 7.294 580 6.711 578 6.711 512 lo:A2g• .518 10.129 :640 9:715 .634 9.715 :332 10-.129: .338 10.129 ;676::: 9 :715 .670 9.715 :843 9 :077 .847 9.077 :393; 8 :706 Sabey Data Center Tukwila, WA Lc Shear Chk Loc Dir (ft) Lc ASD Eqn. June 18, 2008 1:20 PM Checked By: Message 'M1:90 M191 M192" M193 M194:: M195 M196::: M197 M199 M200 M201 M202 M203 M204 M205 -M206 .. M207 M244 . M245 M246 ............ . M247 M2441- m M249 M250 :.. "M252 M253 M254. M255 M156 M157 M'158 M159 M1:60 M161 M162 M163 M164 M165 M1:6:6 M167 .684 9:077 .689 9.077 600: :: 8:706 M251 .595 8.706 >:809 8 :889. .613 8.869 .419 8.507 .414 8.507 .126.. ._9,834 .118 9.732 207 10.358 .209 10.253 188 9:732 .184 9.633 .249 10.146 .231. 8.784 .229 8.691 486: : 9 :255::.. 11 11 10 11 1 10 11. 11 10 1:1::: 11 10 ::i1:: ; 11 10 10 10 10 11 1:0 10 11 11 1 .: 10 10 10 11 11 : 10 13 13 10 .002 .002 2.. .002 - .: :002:::: • .002 :001 .001 .001 .001 .002 :002 .002 .002 :002 .002 002 .002 .002 .002 .389 8.706 :002 .002 002 .002 .002 002 .002 .002 .002 :002 .002 - :002 .002 :002 18.638 10 0 19.658 14.005 14.005 0 14.005 19.844.:: 0 .:19.844 0 19:844 19.844 0 0 17;783 17.783 :........ . 17.783 H 1:4 H1 -1 17.783 0 :::17.783::: 0 17x376: 17.376 17:376 17.376 20.087 0 20.087 19:877:: 0 17.942 0 ::18133::: .489 9.161 10 .002 0 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9::. 9 9 H1 -1 H1 -1 1 -1 H1 -1 H1:1 H1 -1 H1.1 H1 -1 H1 -1. H1 -1 H1- 1 ..... H1 -1 H1.:1 H1 -1 H1 -1 H1 -1 H1-1: H1 -1 m H1 -1 H1 -1 . .... H1 -1 H11: H1 -1 H1 -1 H1 -1 H1 -3.... H1 -3 H1 -1 H1 -1 H1 -1 H1-1...._. H1 -1 .002 .002 9 .002 002:: : :: H1 -1 H1 -1 H1 =1' .. H1 -1 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New Grid 16.r3d] Page 16 0 Engineers Northwest Allen Tucker June 17, 2008 1:01 PM New Grid A.R3D Engineers Northwest Allen Tucker June 17, 2008 1:00 PM New Grid A.R3D STL1 29000 11154 .3 .65 .49 36 STi2 29000 11154 .3 85 .49 50 TUBE 29000 11154 .3 .65 .49 46 PIPE .. .. .. 29000 ....... 11154 : 3: :65 . 49:........... 3 Company : Engineers Northwest Designer : Allen Tucker Job Number : Global Steel Code AIIOw ible.$ttess Increase Factor <(ASIF) Include Shear Deformation iris ude War..pmg No. of Sections for Member Calcs Redesign: Sections P -Delta Analysis Tolerance VerticalAxi ASD: AISC 9th, AISI 99 = 1:333: Yes Yes ::.:. 5 :Yes 0.50% Materials (General) Sections Material Label Young's Modulus Shear Modulus Section Label Member Label Section Set ksi Database Shape PIPE 6.0X Material Label Steel Design / NDS Parameters ksi Length Lb y -y le2 (ft) (ft) Area (in) ^2 Lb z -z let (ft) Poisson's Thermal Coef. Weight Density 1 ( k/ft ^3 Ratio (per 10^5 F SA(yy) SA(zz) L_comp le_bend (ft) RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid A.R3D] 1 y -y (inA4) June 17, 2008 1:02 PM Checked By: I z -z (inA4) Yield Stress (ksi) J (Torsion) T/C Cm y -y Cb Sway K y -y K z -z CH Cm z -z B y z (inA4) OnI BRC1 BRC2 BEAM1 BEAM2 BEAM3 C COL2 COLS COL4 COLS: COL6 COLT COL8 • • •CO:L9. PIPE 8.0X W 18X50 W27X84 W27X84 PIPE PIPE STL1 STL1 STL1 STL2 STL2 STL2 STL2 STL2 STL2 STL2 STL2 STL2 8.405 12.763 24.8 11.094 11.469 '16:1.25 12.312 1 19.688 14.81 20.516 27:812 1.2 1.2 1.2 12 1.2 1.2 12 ..: : . 1.2 1.2;: 1.2 1.2 1.2 1.2 1.2 1.2 14.7 24:8 1.2 1:2 1.2 1,2 1.2 1.2 1.2 1.2 . 1.2 1.2 1.2 1.2 40.491 105.716 40.1 106 106 41 :685 41.686 64 :021 42.679 42.685 144.023 28:647 28.693 83.478 40.491 105.716 800 2 850 2850 1877:11 2151.1 sss:836 1294.78 2852.67 6243.89 • 1:544.98::: . 5456.57 13088.6 80.981 1.24 281 2.81 .178 .691 713 1.064 .809 .995 1.385:: : y M177 M179: : M181 M185 M187 M189 M191 M193 ::M995 M197 199.. M201 BRC2 BRC2 BRC2 BRC2 BRC2 BRC2 ::: BRC2 BRC2 BRC2 BRC2,.. BRC2 BRC2 BRC2 13.288 13288 18.028 18.028 18.028 ;1:8028 • 18.028 18 :028 18.028 18.028 18 :028 18.028 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0. 0. 0. 0. 0. 0.: 0. 0. Page 1 R Company : Engineers Northwest Designer : Allen Tucker Job Number : • Steel Design / NDS Parameters (continued) • 410 June 17, 2008 1:02 PM Checked By: Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set le2 let Ie_bend K y -y K z -z CH Cm z -z B y z R (ft) (ft) (ft) (ft) M203;: BRC2:::.::::. M205 BRC2 M20:7 M209 BRC2 M211:: BRC2 M213 BRC2 11215::.: BRC2 ` M217 BRC2 M219 BRC2 M221 BRC2 . M223 BRC2 M225 BRC2 -M227. ::::...: BRC2 .. M229 BRC2 M233 BRC2 ..235:: BRC2 C2 M173 BRC1 M175 BRC1::: • M169 BRC1 M171 BRC:1 M165 BRC1 M167 - -BRC1 M161 BRC1 M163 .: BRC1 M157 BRC1 M153 BRC1 M155 : BRC1 :.. M149 BRC1 M151 BRC1. M145 BRC1 ;:M147 BRC1 M141 BRC1 M1:3' .. .: . :..:......BRC;1 M139 BRC M1431 ` BRC1 M133 BRC1 M :135 HRG1 M129 BRC1 :: .. . M134 .. BRC1: M125 BRC1 M127 BRC1: M121 BRC1 M123 . BRC1 M117 BRC1 M119 . .. BRC M69 BEAM2 : : 111161::: BEAM2 M56 BEAM1 M48 BEAM i M41 COL8 18.028 18.028 18.028 18.028 18:028 18.028 18.028 18 :028 18.028 18 :028 18.028 18.028 18.028 18:028:: 18.028 . 18:028 .: 19.209 19.209. 19.209 19:209 19.209 19 • 19.209 1:9:209::: 19.209 19:209 19.209 19 :209 19.209 19:209 19.209 . 19 209 19.209 19:209 19.209 19.209 19.209 19 :209 19.209 1 19.209 19 :209 19.209 19,209.:. 14.851 14.851 15 15 15 15 15 10 10 10 10 2 2 1 :::: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0. 0 . 0. 0. 0. 0. 0 `,..: 0. 0. 0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0... 0. :0 0. 0. 0. 0. 0. 0. D. 0. 0. RISA -3D Version 4.5 [C :\Program Files \OId Risa 3D \New Grid A.R3D] Page 2 Company : Engineers Northwest Designer : Allen Tucker Job Number : • Steel Design / NDS Parameters (continued) • • Member Label Section Set Length (ft) Lb y -y le2 (ft) Lb z -z let (ft) M 35 ...... .. COLS :: M29 COL5 V1 23 COL5 M17 COL5 COLS M5 COL5 M65 BEAM2 M64 BEAM2 M63: BEAM2 M62 BEAM2 M73 BEAM2 M72 BEAM2 .. : 4471 • BEAM2 M70 BEAM2 M58 BEAM1 M57 BEAM1 M50 " BEAM1 M49 BEAM1 M90:: COLS': M91 BEAM1 M176 BRC1 M89 COL3 M92. BEAM2 M174 BRC1 M88 COL3 M93 . BEAM3 M234 BRC2 MASS CO !»2 M59 BEAM1 M172 BRC1 M44 COL2 M101:... BEAM2 M170 BRC1 M232 B :. M43 M87 .....:........... M230 M42 M97 M168 M100 BEAM2 M112 . COL6 COL2 BEAMS BRC2 COL9 BEAM1 SRC1 M166 BRC1 M228:: BRC2:: M40 COL7 BEAM3 M226 BRC2 A1f9: COL2 M96 BEAM1 M164 BRC1 M38 COL2 15 15 15 15 15 15 15 15 15 15 15 15 15:: 15 24: 30 19:209 20 30 18.028 19.209 18.028 20 30 24 30 19.209 20 15 19.209 • 1'8 :028 20 30 18.028 24 15 19.209 15 5: 19.209 18,028: 20 18.028 24 15 19.209 20 1 0 10 2 10 10 2 10 10 2 1 0 10 2 10 10 2 fi0 :::- 2 ........ . 10 10 10 10 10 2 10 2 10 1:0 10 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ::::: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 .. 1 1 1 .. : ... 1 1 1 1 1 1 10 10 0. 0. 0. 0. 0. 0. 0. 0. 0. :: 0. 0. 0. 0. 0. 0. 0:: 0. 0. 0. 0. 0.: .: 0. 0. 0. 0 .... 0. 0. 0. 0. .... 0. 0. RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] June 17, 2008 1:02 PM Checked By: L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z R (ft) Page 3 Company : Engineers Northwest Designer : Allen Tucker Job Number : • Steel Design / NDS Parameters (continued) • Member Section Length Lb y -y Label Set le2 (ft) (ft) RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] June 17, 2008 1:02 PM Checked By: Lb z -z L_comp Cm y -y Cb Sway let le_bend K y -y K z -z CH Cm z -z B y z R (ft) (ft) •....:.: M99 ..... -...B M162 M224 M37 BRC1 BRC2 ....' COL2 ..... -M85 M222 BRC2 M36:.:. Ct)L6 M114 BEAM1 M160 : :::::: ;:;RRCI M98 BEAM2 Mill COLE M158 BRC1 M220 BRC2 M34 COL4 M84 BEAMS M218 BRC2 M33 COL2 M55 BEAM1 M156 BRC1: M32 COL2 M116 BEAM2 M154 BRC1 M216 BRC2 M31 COL2 M8.3 ::....:: BEAM3:. M214 BRC2 M30 COLE • _.. M54 BEAM1 M 52 BRC1 M68 BEAM2 M1:10 .::::.:COL6 M150 BRC1 M212.. BRC2 M28 COL4 : BEAMS:: >.:::: M210 BRC2 81127 COk;2 M53 BEAM1 M148 BRC1 M26 COL2 M67 :BEAM2 M146 BRC1 M208 BRC2 ::: M25 COL2 M81 ` BEAMS M206 BRC2 M24 COLE M52 BEAM1 M144 BRC1 M66 BEAM2 M109 COLE M204 BRC2 15 . 19.209 18:028. 20 30 18.028 2 4 15 19.209 15 19.209 18.028 20 30 : 18.028 24 30 19:•209 20 1 24 19.209 18:028 20 30 18.028 30 19.209 30 19.209 18 -.028 20 18.028 24 : 30 19.209 20 30 . 19.209 18.028 20 30 :.. 18.028 24 30 19.209 30 5 18.028 1 . 0 . ... 10 10 10.:.. 10 1 10 10 10 10 10 :. . 10 10 2 2 2 2 2 ...... 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 :1 1 1 1 1 1 0..::.: 0. 0. 0. 0... 0. 0. 0:: 0. 0. 0.. 0. 0. 0. 0. 0. 04:: 0. 0. 0. 0. 0. 0. 0. :0. 0. 0. Page 4 Company : Engineers Northwest Designer : Allen Tucker Job Number : III Steel Design / NDS Parameters (continued) • Member Section Length Lb y -y Lb z -z L_comp Label Set le2 let Ie_bend (ft) (ft) (ft) (ft) COL4 M80 BEAM3 .`M2oz: M21 COL2 .:. 11151:.'.::: 13.EAM.1 M140 BRC1 4020 COL: M105 BEAM2 M142 BRC1 M200 BRC2 M1.9 COL2 M79 BEAM3 M198 BRC2 M18 COLE 95 M136 BRC1 • M104::... BEAM2... M108 COLE M`E34 HRt1i: M138 ... M196 M16 M78 :..:: . BRC1 BRC2 COL4 BEAMS M194 BRC2 M15 :... : COL2 : :::::. M94 BEAM1 M132... BRC1:.... M14 COL2 M103 BEAM2 M130 BRC1 111 BRC2 M13 COL2 M77 BEAM3 M190 BRC2 M12 COLE::: M113 BEAM1 M128 BRC1 M102 BEAM2 M107 COL6 M126 BRC1 M188.. ....... :BRC2 M10 COL4 M76 ..... BEAMS M186 BRC2 M9 COL2 M47 BEAM1 :M1•24 • BRC1 • .. M8 COL2 M115 ....... BEAM2 M122 BRC1 M184 BRC2 COL2 .20 30 18028 24 30:: 19.209 :.20 15 13:209 18.028 20 30 18:028 24 1>5: 19.209 • :15 5 19:209.. 19.209 18.028 20 30 18.028 24 ::. 15 19:209 20 1.5> 19.209 18.028 20 30 18.028 24:.... 15 1 9.209 15 19.209 18:028 20 30 : 18.028 24 30 19.209 20 15 19.209 18:028 - 20 1 10 1 0 10 10 10 : 10 10 10 10 10 10 10 10 10 2 2 2 2 2 2 2 1:;:.. 1:: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid A.R3D] June 17, 2008 1 :02 PM Checked By: Cm y -y Cb Sway K y -y K z -z CH Cm z -z B y z R Page 5 411 Steel Design / NDS Parameters (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : BLC No. Member Section Length Lb y -y Label Set let (ft) M75: M182 M6 : M46 M120 M60 M106 M118 M180 M4 M74 M178 M2 M 1 EAM3 BRC2 ei BEAM1 "13RC1 BEAM2 BRC1 BRC2. COL4 BEAM3 BRC2 COL1 COL1 30 18.028 24 17.5 14::851 17.5 14.851 13.288 20 17:5 13.288 -4 : 20 20 10 . 10 10 10 2 2 1 1 1 ... 1 1 1 1 1 1 1 1 1 1 1 1 1 0. 0. 0. 0. 0. 0. 0. 0. Basic Load Case Data Member Direct Distributed Loads, Category : None, BLC 1; ROOF DEAD LOAD Member Label Basic Load Case Description (ft) Load Type Totals Category Category Gravity Direct Code Description X Y Z Joint Point Dist. Area Surf. ROOF DEAD LOAD : : F'LOO R . D FAD: LOAD.:: 1 3 6 8 ROOF LIVE LOAD FLOOR LIVE LOAD SEISMIC RIGtI ITY:i new None None None None None ............... None : None 16 32 16 21 40 . 21 40 ... 46 25 19 Direction Start Magnitude (k/ft, F) -.347 ,347 -.347 Lb z -z L_comp Cm y -y Cb Sway let (ft) End Magnitude (k/ft, F) M46 M47 M48 M50 M51 M52 . : : M54 M56 M58 M59 .. M91 M94 M95 M96 M97 M113 Y Y Y Y Y Y Y Y Y Y =347 -.347 .347 -.347 -.347 3: 7. -.347 -.347 -.347 -.347 -.347 -.347 -.347 -.347 -.347 x.347 _ ; ::: -.347 - _34 .7' -.347 .. 347 -.347 Y; 347 -.347 347: -.347 -.347 - .347 :;. >. ...... -.347 -.347 -.347 -.347 - .347 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 :.. 0 0 `' 0 0 .. 0 0 0 0 0 0 RISA -3D Version 4.5 [C:\Program Files \Old Risa 3D\New Grid A.R3D] le_bend K y -y K z -z CH Cm z -z B y z R (ft) Start Location (ft or %) June 17, 2008 1:02 PM Checked By: End Location (ft or %) Page 6 M46 Y -.117 -.117 0 0 M47.,....:. Y . _ _.117 0 0 Y -.117 -.117 0 0 • Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Member Direct Distributed Loads, Category : None, BLC 1 (continued) Member Label Direction Start Magnitude End Magnitude (kftk F) (k/ft, F) M114 Y -.347 -.347 0 0 Member Direct Distributed Loads, Category : None, BLC 2 : FLOOR DEAD LOAD Member Label Direction Start Magnitude (k/ft, F) -.71 Member Label Direction Start Magnitude k/ft, F End Magnitude (k/ft, F) End Magnitude ( k/ft, F RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] Start Location (ft or %) Start Location (ft or %) Member Direct Distributed Loads, Category : None, BLC 3 : ROOF LIVE LOAD Start Location (ft or %) June 17, 2008 1:02 PM Checked By: End Location (ftor %) End Location (ft or %) M60 M8:1 M62 M64 M66 M67 M68 M70 M7 :1: M72 M73:: M74 M75 M76 M78 9 M80 M81:: M82 M83 M84 11.485. :: M86 M87. M92 3 .. M98 M100 1i111n • M102 M103:: M104 M105`:<. M115 M ;: Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y -.71 -.71 - .71: : -.71 -.71 . 7.71 -.71 -71 -.71 1::.:::. -.71 1 -1.4 -1.4 -1.4 14 -1.4 . -14 -1.4 -1.4 -1.4 -1.4 -1.4 -:1 4 -.71 - 1:4::::...:':.: -.71 -.71 -.71 -:71 -.71 7 1 : -.71 -.71 -.71 -.71 -.71 -.71 -.71 71 -.71 -.71 -.71 -.71 -.71 -.71 • 71: - 1.4 -.1.4 -1.4 -1.4 -1.4 -1.4 -1.4 -1 4 -1.4 - 1.4 -1.4 -1.4 -. .4 -.71 -1 4 -.71 -.71 -.71 71 -.71 - 71 -.71 -.71 -.71 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 End Location ( ft or % Page 7 Company : Engineers Northwest Designer : Allen Tucker Job Number : June 17, 2008 1:02 PM Checked By: Member Direct Distributed Loads, Category : None, BLC 3 (continued) Member Label Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) M50 M51 M52 M53 . M54 M55 M56 M57 M58 M59 :: M91 M94 M95 M96 .... M97 "M1 Y Y Y Y Y Y Y Y Y Y x; 17 -.117 -.11 -.117 - 1:17 ... -.117 -:117 -.117 _ :147 -.117 -.117 -.117 - 117 -.117 .117 ...:::.....:.: -.117 ..117:.... -.117 117 -.117 -.117 -.117 .1:1 <7. -.117 -.117 -.117 -.117 -.117 - .11 . 7 .... -.117 -.117 : :: -.117 =:117 : -- ::.... -.117 •.117::..: - .117 0 0 0 0 0 0 0 0 0 0 0 0 : 0 0 0 0 0 0 0 0 0 0 0 M114 Member Direct Distributed Loads, Category : None, BLC 4 : FLOOR LIVE LOAD Member Label Direction Start Magnitude k/ft, F End Magnitude kilt, F RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] Start Location (ft or %) End Location (ft or %) End Location ft or % Page 8 Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Member Direct Distributed Loads, Category : None, BLC 4 (continued) • Member Label M98 -- - --------- M99 -- - M100 1\41:01:. M102 M1 M104 M105 M115 M116 ------ -.61 6.1 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 -.61 0 0 0 0 0 0 0 0 0 0 0 ::- - -- 0 0 0 Member Direct Distributed Loads, Category : None, BLC 6 : SEISMIC Member Label Direction Start Magnitude (klft, F) -.61 -.61 -.61 -- -6=1: --- End Magnitude (Ic/ft, F) Start Location (ft or %) Direction Start Magnitude End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) RISA-3D Version 4.5 [C:\Program Files\OId Risa 3D\New Grid A.R3D] June 17, 2008 1:02 PM Checked By: End Location (ft or %) End Location (ft or %) .624 .624 M46 A114r: • M48 M49 M50 M51 M52 M53 M54 M55 M56 M57 M58 M59 M94 M95 M96 M97 M91 M63 M64 M60 M61 M62 M65 : .:-..M66 -- • - M67 M66:: - ----- - - M69 : M70 • M71 M72 M73 M98 M99 M100 M101 M102 X X X X X X x X X X X X X "-- X X X X X X X X X X X X X X .624 .624 .624 .624 .624 .624 .624 .624 ..624 .624 .624 .624 .624 .624 .624 .624 .624 .624 867 1.867 t867 1.867 1.867 1.867 1 867 1.867 1.867 1.867 1.867 1.867 1.867 1.867 • ..= 1.867 1.867 .624 £24. .624 • .624 .624 .624 .624 .624 .624 .624 .624 .624 .624 .624 .624 1.867 1.867 1867 1.867 1667• • 1.867 1867 1.867 1.867 1.867 1.867. 1.867 1.867 1.867 1667: 1.867 1.867 1.867 1.867 0 6 0 ■ - • ----- • ■ 0 " • •0::: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 0:::: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 9 0 Member Direct Distributed Loads, Category : None, BLC 6 (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Label Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) M 103 MI 04 ' • • M105 - :. -- M92 M113 M115 • M116 X X X X 1.867 867 1.887 1.867 .624 --- 1.867 • • • t867 1.867 1.867 - - .624 1.867 • 1.867 0 0 0 0 0 0 0 0 0 0 Member Direct Distributed Loads, Category : None, BLC 7: RIGIDITY Member Label Member Label Direction Start Magnitude (k/ft, F) End Magnitude (k/ft, F) Member Direct Distributed Loads, Category : None, BLC 8 : new RISA-3D Version 4.5 [CAProgram Files1Old Risa 3D\New Grid A.R3D] Start Location (ft or %) Start Location (ft or %) June 17, 2008 1:02 PM Checked By: End Location (ft or %) End Location (ft or %) M60 •M61 ' • M62 M63 M64 .229 M65 M66 M68 M69 M70 • • -- - M74. M72 M73 M 102 M103 M 104 M105 M98 M 100 • '''' Mfai ''''''' M92 . . M116 X X X X X X X X X X X X - X X • X X X .229 • • :229 .229 ' - .229 229: .229 • .229 .229 .229 .229 . 229 .229 .229 .229 .229 .229 .229 .229 229 .229 .229 . .229. • .229 .229 .229 .229 .22 .229 .229 • .229 .229 .229 2 29 .229 .229 .229 .229 .229 • 229.. .229 .229 . 229 .229 .229 .229 0 0 0 0 • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • 9.. ''''' ' ••••••••••: :.• • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Direction Start Magnitude End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) End Location (ft or %) M46 M47 M48 9: • • M50 M51 M52 ••••• • ,•:: M54 M56 X X X X X X X .X. X .898 898 .898 • .898 .898 .898 . : 808 .898 .898 .898 .898 .89$ .898 .898. .898 898 .898 . .898 .898 .898 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 10 Company : Engineers Northwest Designer : Allen Tucker Job Number : ill Member Direct Distributed Loads, Category : None, BLC 8 (continued) • Num Member Label Load Combinations Joint Label Description RIGIDITY Envelope Reactions Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] Start Location (ftor %) June 17, 2008 1:02 PM Checked By: End Location (ft or %) M57: M58 .. M59 M94 M96 M97 M91 X X X 898 .898 '::898 .898 .898 .898 .89:8 .898 .898 .898 0 0 0 .898 .898 .898 898 .898 0 0 0 0 .......... 0 0 0 Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 2 . 3 5 7 9 1:0 11 12 13 14; DEAD'OAO SNOW LIVE LOAD FLOOR LIVE LOAD COMBINED LIVE :SEISMIC :ONLY: - COLLECTOR ONLY COLLECTOR: ONLY DL + LL DL +LL:+ EQ ..... DL +LL -EQ DL DL - EQ Y Y Y new. Y Y Y 1 y Y Y: 3 1 1 1 L2 1 1 1 7 3 4 • • L2 L2 L2 L2 1 1 1 1 1 1 .9 4 L5 L'5 • L5 L5 L5 6 6 1 1 1 1 -1 6 6 1 2.3 -1 X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N1 N5 N9 max max min . max mrn 0.000 0.000 0.000 0.000 0.000 0.000 11 10 11 12 10 11 119.64 59:2 263.458 132:543 386.698 56:221.- 11 • 1:2 10 :1 11 1.2. 0.000 00 0 0.000 0.000 0.000 0.000 9 9 Locked Locked 0.000 0.000 0.000 x:000 9 9.:: Locked Locked ?: 0.000 0:000: 0.000 0.000 9 9 9 0.000 0000 0.000 0:000 0.000 0.000 9 Page 11 Company : Engineers Northwest Designer : Allen Tucker Job Number : Envelope Reactions, (continued) • Joint Label X Force (k) Lc Y Force Z Force RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] X Moment June 17, 2008 1:02 PM Checked By: Y Moment Z Moment (k) Lc (k) Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N13 N17 N21 N25 N29 N33 N37 N41 N45 N49 N53 N57 N61 N2 N6 N10 N14 N18 N22 N26 N30 N34 N38 N42 N46 max 0.000 13 343.64 11 0.000 min max rrfin max min max mlrr max nits: max min.. max min. max min max min 0.000 max min. max mt n: max max max Min max min max mm max max min max max rain max min: max max max max min • 0.000: • 0.000 0.000 0000 0.000 0.000 0.000 0:000 0.000 0 :000 0.000 0.0 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0 :0.00 .65 -.437 .047 .063. .1 _.1 106.825 - 56:461 145.861 134:796 . 148.707 131 :871 143.47 - 140 :6921 54.767 - 1 .155 .159 :1s1 .146 -:156, 101.325 -52 :119.::: 134.939 X140:755 12: 10 13 10 11 13 9 <0 11 10 11 12 392.432 :: 37383 10 11: 13 12 10 :11 10 1;1 10 1 10 13 10 �11 10 11 11 12 11 12 11 12 11 12 13 10 :11 .. 10 .11. 10 : 11:: 11 1:2 13 10 :. 1.:12.465:: 284.22 336.067 129.08 395.08 31 :163:: :: 288.53 1:47.621 287.488 146:676 288.549 - 147:613 330.797 1:29:184'. 273.451 :131.427: 370.207 119.465 365.418 63:386 145.832 75:282 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 :0:000. 0.000 0.000 0.000 0.000 0.000 0.000 . 0:000 12 11 12 10 13. 10 13 10 1 :3:. 10 13 10 13 11 12. 11 :12: 10 13? 10 13 10 13 10 13: 9 9 9 9 9 9 9 9 9 9 9 9 0:000 0.000 0.000 0.000 '0.000'. :.. 0.000 0.000 0.000 . 0 :000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :000 . 0.000 0 :000 0.000 0 :000 0.000 0;000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 ...0 :000 0.000 0.000 0.000 0:000 0.000 0 000 9 9 9 9 9 9 9 0.000 0.000: 9 9 9 9 9 9 9 9 9 9 9 9 9 9 .:9:. 9 9 9 9 9 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000: 0.000 0:00(3 0.000 0:000 0.000 0:000.. 0.000 0.000 .0.000 0.000 .::0:000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0 :000: 0.000 0.000 0..000: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 :..:: 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0:000 0.000 0.0 00': 0.000 0 :000 0.000 0.00.0 0.000 0.000 0 ::000 Locked Locked Locked Locked 0.000 0.000 0.000 0:000 0.000 - 0::000: 0.000 0.000 Locked Lacked:.: Locked Locked Locked Locked 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9:' 9 9 9 9 9 9 9 9 9 0.000 9 0:000 0.000 0. 000 0.000 00.0 0.000 0 :000:.. 0.000 0 :000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 9 9 9 9 9 9 Page 12 0 Envelope Reactions, (continued) • Company : Engineers Northwest Designer : Allen Tucker Job Number : Joint Label X Force (k) Lc N50 N54 N58 N62 N72 N100 N99 N47 N87 N39 N35 N31 N76 N92 N91 N15 N11 N77 N3 Reaction Totals : max max max max min max min max min max min :: max min max min max mite max ::min:: max Min max min max min. max ?:min max min min max min max min . max min 119.148 149:725 120.986 1 30 :034. • 54.03 89:399 : .944 1:.:65 NC -NC NC NC NC NC NC NC• NC 'NC NC NC .... NC NC NC NC NC NC: NC NC NC NC NC NC NC NC NC - - NC.. 1089.812 _1089.812 13 :10 13 10 13 1 0. 13 10 NC NC 13 12 0.000 .. 0:000 0.000 0.000 0.000 0.006 0.000 0.000 NC NC NC - NC NC - NC:. NC C: NC NC NC NC NC NC NC NC :•:•NC NC ;NC ::: NC NC .... NC NC.. NC NC NC NC NC 9 9 9 :9 9 12:: 0.000 0.000 0.000 0.000: : 0.000 0.000 0;000 NC N Locked Locked Locked Locked Locked Lacked NC NC Locked Locked Locked Locked«;: Locked Loaked: NC NC Locked Locked Locked Locked .................... Locked Locked Locked ....Locked NC NC > Locked : Locked 0.000 ::::: 9 9 9 4312.104 2215:23 :; 0.000 0.000 0.000 0.000 0.000 a a o0 NC 9 1 0.000 • Q000 NC NC NC NC NC NC NC... NC NC NC NG: NC NC ' NC NC NC 1..:...... -. NC NC NC: NC NC : Locked Locked- NC 9 9 9 9 C 0.000 0; 000. 0.000 000.0 0.000 0.000 Locked .. Locked Locked Locked: NC NC NC NC NC NC..: Locked Locked NC ....... .......... NC NC ......:. NC ._... Locked Locked NC NC NC NC tsj NC NC NC NC N:C: : 9 9 0.000 • ...:0:000 0.000 0.0.00 0.000 0:000 0.000 NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC NC N.0 NC 9 9 9 Envelope Member AISC ASD 9th Code Checks Label Code Chk Loc (ft) Lc Y Force (k) Z Force Lc (k) Shear Chk Loc Dir (ft) Lc M185 M189 M181:.. ..... M193 .448 .508 8:826:: .392 505 .474 M1:95••• M197 :504 .488 9.202 9.202 8.826:: 9.202 8 :8261 • 9.202 10 1: � ..... 10 10 : 11 10 .002 • 002 .002 .002. .002 :002 .002 18.028 0 18.028 18.028 9 9 9 0 18.028 H1 -1 H1-1 H1 -1 H1 -1 H1 -1 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid A.R3D] June 17, 2008 1:02 PM Checked By: X Moment Y Moment Z Moment Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc ASD Eqn. Message Page 13 • Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Envelope Member RISC ASD 9th Code Checks, (continued) Label Code Chk Loc (ft) 9.202 8:82 Lc Shear Chk Loc (ft) Dir Lc M199 M217 M21:9 - M221 M223 M225 • 31!1227 M229 M2$1 M165 M167 M161 M163 M157 M 159 M137 M139 :. Mj33 M143 M135 M131 .:.• M61 . ... M48 M4:1 M35 .... M29 M23 M11 M65 M64 M63 A/162::: M73 M72: M71 M70 :: M58 M57 ..: .. M50 : M49 M90 M9:1 M89 M92 . ... . M88 M93 M45 M59 .471 .463 :483. • .482 .493 331 .423 .424` .373 331 .334 .353 .308 075 .074 200 .081 .364 .347 .365 :457 .388 3391' .376 Steel: code::;: - Steel code ... - Steel code .. - Steel code ... Steel: code - Steel code ... -:Steel .406 3.. .410 :4 • .428 .400 .409 .331 :337 .347 339 - Steel code ... - Steel code ... .375. - Steel code ... ..: :558 - Steel code ... .336 9.202 8.826: 9.202 9.202 8.826 9.805 9:405 9.805 9.405 9.805 9 405 9.805 9 :405 9.405 9 :805 9.405 ;:9.805 9.405 15 15 .... 15 -.156 =_156 -.156 -.156 :1.56.. 15 15: .:: 15 • 15 •15 15 15 15: 15 • -.25 -.208 15 -.208 15 -.25 14.062 1 1 10 :1 :1::: 10 1 . 1 .. 10 11 10 11 .. 10 1 >1 10 . 11 10 13 12 1:1... 12 1.0 . 11 10 - 11 10 10 10 9 9 9 9 9 11 :002: .002 .002 002:: 002 002 .002 :002 .002 .002 .002 :002 .002 :002 .002 •002 .002 :002 .002 002 .002 143. .143 .101 .143 ::143 .143 .143 143: .143 143 ... .101 • :101. .100 :100. :101 ..143 .213 .101 1.8028':: 18.028 0 18 :028: H1 -1 18.028 18 :028 - 19.209 19.209 0 19::209 0 0 19.209 19.209 •19 2O9 0 0 0 0 0 0 0 30 0 19.209 y y y Y y y y y 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 H1 -1 H1 -1 H1 -:1 H1 -1 H1 -1 H1 -1 111=1 H1 -1 H1 -1 11 1:1 H1 -1 N1= 3 ..... . H1 -3 111 -1 H1 -3 H1 -1 11:1 -1 H1 -1 111-1 H1 -3 H1 -3 111 -3 H2 -1 112 -1 H2 -1 H2 -1 -1 H2 -1 : H2 -1 112 -1 H2 -1 H24.1 H1 -3 Steel code:check: not:calculate : ::: - Steel code check not calculate... Steel code check not calculate: : - Steel: code check :. not calculate... - Steel code check not calculate... - Steel code check not calculate... Steel: code check not: calculate:..: - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... RISA -3D Version 4.5 [C :\Program Files \Old Risa 3D\New Grid A.R3D] ASD Eqn. June 17, 2008 1:02 PM Checked By: Message Page 14 0 Envelope Member MSC ASD 9th Code Checks, (continued) • Company : Engineers Northwest Designer : Allen Tucker Job Number : Label Code Chk Loc Shear Chk Loc (ft) Lc (ft) Dir Lc ASD Eqn. June 17, 2008 1:02 PM Checked By: Message M44 .M101 . . . M 168 M100 M112 M228 M40: . M86 M39 M 164 . :M38.: • : - M99 M224 M37 M85 M222 • M36 • . . M160 M111 M1.58 M220 . M34 M84 JAM M33 M42 M97 M55:: • M32 M31 ...... ' ' M30 •±M54' M68 •• . M110 M28 M82 M27 .M53 M26 M67 M25 - Steel code ... 428. .419 - Steel code .558 :•:: . 428: .. . - Steel code ... .325 ..... 41:9 - Steel code ... 380 .326 - Steel code ... .558 - Steel code ... .' .347 .Steetetide: .400 - .341 .446 , ,Ste.el : code .558 - Steel code ... .069 .411 - Steel code ... ... . .477 -Steel code .558 :•:468;.; • - - Steel code ... - Steel code ... .460 - Steel code ... ••• .. - Steel code ... • •:.....364 .402 - Steel code ... 55$ - Steel code ... ,364 - Steel code ... .402 - Steel code ... -.208 0 8.826 15 9.202: -.25 0 9.405 0 -.052 9.805. 8.826 - 208 15 - 9202 -.25 0 9.405 • • -208:- 0 9.805: 8.826 -208 15 9 -.25 781 9.405 1.25 -.052 9;8051. 8.826 208.: 15 • 0202' -.25 -.208 5.469 -.208 15" • -.25 15 .052 -.208 1 -.25 "15 -.208 15 -.208 9 11 9 1.0 9 11 9 • •t0 11 9 •: 10 • 11 9 1 0 11 9 10 13 ..... 11 9 io 10 9 9 9: 9 143 .002 .213 .002 .101 .002 • 143 002 .002 .213 .002- .101 .002 143 002 .002 .213 002 101 .002 .143 .002 .002 .213 .002 :401: .143 ... ••• .143 .213 . . 1O1 . . .143 15 18.028 30 0 15 0 15 19.209 18.028 30 18.028: 0 15 . 0 30 15 0 15 19 209.. 18.028 30 . 0:. 15 0 0 30 0 0 Y • Y: y Y: y. y 9 9 ...:9 9 9 :9' 9 9 9 • 9 9 9 9 9 9 9:::: 9 :9 9 9 9 .9 9:::: 9 :H2 H1-1 H1-1 H1-1 .. .. H1-1 H24 ' H1-1 H1-1 H1-1 H2-1 H14. H1-1 H1-1 H1-1 H1- H1-3 H2-1 H1.-1 H1-1 H1-1 • .H14": 11 :: H1,1 ...... H1-3 H1-3 1-1 H1-3 - Steel code check not calculate... - Steel: code:019a. fa - Steel code check not calculate... - Steel code check not calculate... - Steel code check:not calculata.::: - Steel code check not calculate... Steel•code check not calculate - Steel.code check not.calcUlaie4 - Steel code check not calculate... - Steel code check not calculate... .Steel.code check not: calculata,. - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... Steel coda check not calculateL - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... RISA-3D Version 4.5 [C:\Program Files\Old Risa 3D\New Grid A.R3D] Page 15 Company : Engineers Northwest Designer : Allen Tucker Job Number : • Envelope Member RISC ASD 9th Code Checks, (continued) Label Code Chk Loc (ft) -.25 Lc Shear Chk Loc Dir (ft) RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid A.R3D] Lc ASD Eqn. June 17, 2008 1:02 PM Checked By: Message M81:. M24 • :M52 M66 : M109 M22 M80 M21 IVI51 ::::::::: M140 M105 M200 M19 . M79 M198 IVI'18 M95 M138 M104 M:108 : M134 M138 : M196 M16: M78 1:9- M15 M94 M132 :M14 M103 M1:30 M192 M13 M77 M190 M12 M113 M102 M107 .558 - Steel code ... 364 .451 Steel: curie - Steel code ... 558 - Steel code ... ... :343 .363 .Steel cede .:. .406 .466 - Steel code ... .558:_ .493 -.Steel COde ... .347 :340 .395 Steel code .371 :200 .499 Steel: code ... .558 .480 - Steel code ... .339 .358 Steel code .410 :379 .499 - Steep code ... .558 397: - Steel code ... .376 .422 15 13.75 = :052 -.208 -.25 15 9.405 _.208 0 8.826 -.208 15 9.202 0 9.805 9:805: 8.826 15 9.202 -.25 0 9.405 - „208 0 9 :805 8.826 -.208 15 9 :202 -.25 :781 0 -.052= • 8.826 9 . 11 9 9 11 10 9 1!1 9 10 11 11 9 10 ' 11 9 1;0 11 9 10 . 9 101 .143 213 .101 .002 .143 :002 .213 .002 .100 :002' .143 .002 . : .002 .213 • .100 .002 .143 :002 .002 .213 002" .143 - Steel:code .,. .502 M188 M'I 0 M76 :•'M1'8:6 M9 M47 M8 M115 M7 M75... M6 M46 - Steel code .558 .453 - Steel code ... .328 - Steel code ... .390 - Steel code ... .558 - Steel code ... .112 -: 208 15 9 :202 -.25 15 -.208 1.25 -.208 15 -.25 8.75 11 9 10 9 10 .002 .213 002: .101 : : 143 :: :213 .059 0 0 15 0 18.028 15 9:405 0 0 15 0 18.028 15 0 15 0 30 0 15 0 30 15 30 17.5 y y y y y y y y 9 9 9 9 9 9 9 30 9 9 9 9 9 9 9 H 1 -3 H1 -1 H2 -1 H1 -1 H2 -1 HI-1 H 'i =1` H1 -1 H2 -1 Hi1�1 H2 -1 H1 -1 H1 =1 H1 -1 H1 -1 H1 =1 • H2 -1 H1 -1 H2 -1 H11 »:1 H1 -1 H1 -1 H3 -1:: . H1 -3 H2 -1 H1 -1 H1 -1 H:1 -1 • ..H H1 -3 H1 -1 H1 -3 - Steel code check not calculate... - Steel code: check:.iiot calculate::: - Steel code check not calculate... - Steel code check not calculate... Steel code check not calculate : :: - Steel code check not calculate... - Steel code check riot: calculate: :. St ee l code check n calculate ;; =: Steel codee check: not: calculate: - Steel code check not calculate... - : Steel code' check not calculate:::: ▪ Steel code check not calculate:;: - Steel code check not calculate... ;3tee1 bode :check: not calculate:.:. Steel: code check: not calculate:.::: - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... - Steel code check not calculate... Page 16 Company : Engineers Northwest Designer : Allen Tucker Job Number : ill Envelope Member RISC ASD 9th Code Checks, (continued) • Label Code Chk Loc (ft) 8.75 Lc Shear Chk Loc (ft) 0 Dir Lc ASD Eqn. June 17, 2008 1:02 PM Checked By: Message M60 M106 M4 :M74.: M3 M1 .127 }::Steel code - Steel code ... -.208 190 - Steel code ... Steel. code.... - Steel code ... 8:75:::: -.25 -.20.8 -.208 9 .083 .124 y 9 9 H2 -1 H1 =1... Steel -rode check: trot: calculate;::._ - Steel code check not calculate... - Steel code check not calculate... Steele code:check: not calculate:::: - Steel code check not calculate... RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New Grid A.R3D] Page 17 Engineers Northwest Allen Tucker June 17, 2008 1:12 PM New Grid E.r3d X Engineers Northwest Allen Tucker June 17, 2008 1:12 PM New Grid E.r3d engineers Northwest Allen Tucker June 17, 2008 1:12 PM New Grid E.r3d STL1 29000 11154 .3 ._., .65 .49 36 STL2 . 29000 11154. 3 .. .65 , • .49. TUBE 29000 11154 .3 .65 .49 46 CONC 3605 • 1502:08 .2 .55 .15 4 . PIPE 29000 11154 .3 .65 .49 36 Company : Engineers Northwest Designer : Allen Tucker Job Number : Global Steel Code Allowable Stress Increase Factor (ASIF) Include Shear Deformation . ... : .... . No. of Sections for Member Calcs Redesign:Seal ---- - : • • P-Delta Analysis Tolerance Vertical Axis ASD: AISC 9th, AISI 99 Yes 5 Yes 0.50% Materials (General) Sections Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress Section Label BRC2 ksi Database Shape TU12X12X8 COL1 FH BEAM1 • BEAM2 BEAM3 • • • - -TU8X8X4- W18X55 W30X99 W21 X44 PIPE:12,0X 14P TUBE TUBE STL1 STL1 PIPE PIPE 22.4 7.59 16.2 .1 13 1 9-.242 31.22 1.2 1.2 1.2 1.2 1.2 1.2 1.2 .2 1.2 1.2 1.2 2... 12f1 20.7 361.544 485 75_1 890 :3090 843 _361,544 : 777 118 - .77 1.66 723.088 -•. 1.2 687.318 687.318 1374.637 Steel Design / NDS Parameters Label Material Label ksi Area in)^2 RISA-3D Version 4.5 [C:\Program Files\Old Risa 3D1New Grid E.r3d] SA(yy) SA(zz) 1 y-y (inA4) 485 75,1 44.9 A June 17, 2008 1:11 PM Checked By: I z-z (inA4) J (Torsion) T/C inA4) Only Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway • Set 1e2 lel le_bend K y-y K z-z CH Cm z-z B y z R (ft) (ft) (ft) (ft) M1 M2 M3 M4 M7 M5 M6 •N18: M9 M10 M11 M13 .. .. .M14 • M15 MI M17 M18 M19 COL1 :...COL1::. COL1 COL1 COL1 ..COL1 COL1 COL1 COL1 BEAM1 BEAM2 BEAM2 BEAM1. BEAM1 BEAM2 BEAM2 20 20 26.46 20 20 20 26.46 ... 15 1 5 15 15 BRC1 BRC1 :1 30.416 10 10 10 15 15 15 10 10 10 2. 2 2 1 1. 1 1 .1 1 1 1 1 1 1 1 1 1 0. 0. 0. 0: 0. • 0,. 1 1 t: 1 1 1 0. 0. 0. 0, 0. 0. . 2 2 0. 0. 0. 0. Page 7 Company : Engineers Northwest Designer : Allen Tucker Job Number : 11, Steel Design / NDS Parameters (continued) BLC No. Member Section Length Lb y -y Label Set le2 (ft) (ft) M21 M22 M23 M24- • M25 ..........: : M27 M28 M29 M30 M31 M32,:. . M33 M34: M35 'M36 M37 •::M38 M39 M40 M41 M42 M43 M44::: M45 M46` M47 M48 - :: BRC1::. BRC1 BRC2 BRC2 BRC BRC2 • COL1: COL1 COL1 BEAM2 BEAM1' BEAM2 BEAM1 • BRC2 BRC2 ::::::: BRC1 BRC1 BEAM3 • •`BEAMS BEAM3 CC L1 COL1 COL1 BEAM1 BEAM1 BEAM2 BEAM3 BRC1 BRC1 30:410 30.416 25::. 25 25 ::...: 25 20 20 26A6 15 15 15 15 25 - - 25 - -- 30.416 30 :416 30 20 26:46 • 15 15 30 30 30.416 30.416` 10 10 10 1b. 10 10 30 0 2 2 2 2 1 1 1 1 1 1. 1. 1. 1 : 1 1 1 1 1 1 1. 1 1. 1. 0. 0..:.. 0. 0. 0. 0. . 0 0. 0..• 0. 0. .. 0. 0. 0. 0. 0. Basic Load Case Data Basic Load Case Category Description Code Category Description Member Label Direction Start Magnitude (k/ft, F) -.271 -.271 - :271:: -.271 -.271 Lb z -z let (ft) Gravity X Y Z Joint Member Direct Distributed Loads, Category : None, BLC 1 : DEAD ROOF End Magnitude (k/ft, F) RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid E.r3d) Start Location (ft or %) Load Type Totals Direct Point Dist. Area June 17, 2008 1:11 PM Checked By: L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z R (ft) Surf. 1 2 :::. • 3 DEAD ROOF None DEAD iFLOOR LIVE ROOF 6 8 LIVE FLOOR ... ........... .....: . SEISMIC RIGIDITY new •::None None None None None None 4 4 6 9 6 9 12 6 8 End Location (ftor %) M10 M11`.::: M14 M<15 M30 M32 ... • Y Y Y -.271 211 ::.:.. -.271 -:271 . -.271 -.271 0 0 0 0 0 0 Page 8 • • Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Direct Distributed Loads, Category : None, BLC 2 : DEAD FLOOR Member Label Direction Start Magnitude (kit F) End Magnitude (k/ft, F) Start Location jft or %) M12 M'13': M16 :::'M17., M29 M31 .: M37 M39 Y Y Y Y -.833 833 -.833 . =:833 • -.833 -.833 -.833 -.833 .. . -.833 :.. :: -.833 :::::: 833 -.833 - -.833 ..:. -.833 0 0 0 0 0 0 0 0 Member Direct Distributed Loads, Category : None, BLC 3 : LIVE ROOF Member Label Direction Start Magnitude End Magnitude Start Location Member Label (k/ft, F) (k/ft, F) (ft or %) -.136 Member Direct Distributed Loads, Category : None, BLC 4 : LIVE FLOOR Member Label Direction Start Magnitude End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) Member Direct Distributed Loads, Category : None, BLC 6 : SEISMIC Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) 4.84 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New Grid E.r3d] Start Location (ft or %) June 17, 2008 1:11 PM Checked By: End Location (ft or %) 0 End Location (ft or %) M10 M11 M14 M30 M32 Y Y Y -.136 .136 -.136 =:136 -.136 -.136 - .136.. -.136 36 0 0 0 0 0 End Location (ft or %) M12 M13 M16 M1:7 ::.: M29 M31:: M37 M38 :..: M39 Y Y Y Y Y Y 1156 . • -1.156 -1 <1 -1.156 -1.156 . '- 1:156: -1.156 1::156 -1.156 4.156. -1.156 -1.156 0 ...:........ 0 8 0 0 0 0 0.... 0 0 0 0:: : : ::: 0 0 End Location (ftor %) M10 M11 ::: M14 M1:5:. M30 'M32. • M12 M1'3 M16 •M:1.7. • .. M29 M3 • X X X X X X X 4.84 4.84 4;84. 4.84 ::4.84: • 6.46 • 6.46 4.84 4.84 4.84 4;84: 4.84 :4.84 • 6.46 6:46: 6.46 6.46 6.46 6.46 6:46 0 0 0 0 0 0 0: 0 0 0 0 Page 9 • Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Direct Distributed Loads, Category : None, BLC 7 : RIGIDITY Load Combinations 0 Num 1 Member Label Member Label Description Direction Direction Start Magnitude k/ft, F End Magnitude k/ft, F M12 M13. M16 :::.M17 . . M29 M31 X X X ( 1.111 1.111. 1.111 1•.1.11• ( 1.111 1:111:: 1.111 ) 0 0 0 0 0 0 Member Direct Distributed Loads, Category : None, BLC 8 : new Start Magnitude k/ft, F) Env WS PD SRSS CD BLC End Magnitude k/ft, F M10 M11: M14 M15 M30 M32 M43 M44 X X X ( 3.89 3:89 3.89 3.89 3.89: • 3.89 3:89 ... ( 3.89 3.89 3;89 3.89 3:89. 3.89 3:89 0 e 0 0 0 0 0 ..... ... ........ . • 0 0 Factor BLC 1 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D1New Grid E.r3d] Start Location (ft or % Start Location (ft or %) Factor BLC June 17, 2008 1:11 PM Checked By: Factor End Location (ft or %) End Location (ft or %) BLC 3 1 SNOW LIVE LOAD FLOOR :LIVE LOAD k: 5 7 11 14H 15 RIGIDITY DEADLOAD COMBINED LIVE LOAD SEISMIC: ONLY:::: BRACE DESIGN ONLY 8 BRACE DESIGN ONLY 9 BRACE DESIGN ONLY BRACE :DESIGN ONLY COLLECTOR ONLY 13 DL + LL COLLECTOR ONLY:: DL 4 " LL +EC1 DL + LL - EQ Y Y y y 1 Y Y Y Y Y Y 1 1 1 1 1 1 1 7 3 .. , ....... 3 L2 L2 2 L2 1 1 1 1 1 1 1 1 1 4 L5 6 L5 L5 L5 L5 1 1 1 1 6 :::: 6 :::. 6 6 1.5 2.3 -1 Page 10 Factor Company : Engineers Northwest Designer : Allen Tucker Job Number : • Load Combinations (continued) Num Descri•tion Env WS PD SRSS CD 17 .18: DL :EQ RE L2 6 Mal IMO EMI IMMI11111111111111111EMINIENEMI 1 L2 .9 6 -1 IMEN11111111111 DL - EQ new Envelope Reactions Joint Label Label X Force (k) Code Chk Loc (ft) Y Force Lc (k) N1 N5 N9 N13 N23 Reaction Totals: max :•min; max max max min max min max 289.117 • 263353- 569.899 -552.063 625.453 .. ;55221:43' 242.47 H.350377:: .39 • 1683 . 4683- 15 15 16 15 16 17 14:: 14 17 16 1299.571 649.895 95.105 825.883 1182.303 77.828 :.:49626 2425.363 1159.743 15 1:8.: 15 16 14 14 14 15 0.000 0:000. 0.000 corm 0.000 0.6011.- 0.000 0.000 • 0.000 :0000 13 -13 13 13 13 13 13 13 13 13 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 01000 0.000 0.000 13 •13 13 13 13 13 13 13 0.000 0:000 0.000 0.000 0.000 • 0000- 0.000 0.000 13 13 13 13 13 13 13 13 0.000 0.000 0.000 0:000 0.000 0:000 0.000 13 •43:: 13 13 t3: 13 13 4110 Envelope Member MSC ASD 9th Code Checks Lc BLC Factor Shear Chk Loc Dir (ft) Lc RISA-3D Version 4.5 [C:\Program Files\OId Risa 3D\New Grid E.r3d] BLC Factor ASD Eqn. BLC June 17, 2008 1:11 PM Checked By: Factor BLC Factor Z Force Lc (k) Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc X Moment Y Moment Z Moment Message M1 M2 M3 -- M4 M6 M8 • M9 M11 :M12::: M13 M15 •• M17 • ::M1:8 M19 M21 M22 M23 M24 M25 M M27 ' M28 .183 :743' .149 .017 ------ .155 - - -- 814 • .154 .273 .728 .699 .173 - .698 ::783 .506 524 .812 .470 .451 ------ - .499 .154 .489 .155 0 0 0 0 0 0 0 ..:::•"15 -• 15 --- 15 0 0 0 0 :14 14.574 15.842 15.525 11.979 13.021 T2.24 12.76 20 20 15 13 13 13 13 14 14 15 15 14 13 14 15 15 .002 : 14 1:5 14 13 13 .000 .000 .000 ..• ..=: .000 000.. . .000 . • .054 .054 • --- :UM .191 •••.: - : - .054 .191 :002 .002 002 .002 i. 002 .002 15 14 00 ... .003 .001 0 0 0. 0 • :„:0 0 15 15 :15. -- 0 0. 0 01,• - 0 30.416 0 25 0 0 . 0 0 0 y 15 y y y y y. y y:" y y y 13• 13 13 13 13 15 0 13 13 13:: 13 13 13 13 : 13 14 14 H1-1 H1-1 H1-1 '••• H1-1 H1-1 I-11-1 . H1-1 H1-1 H2-1 H2-1 • H2-1 • - -- 112 7 1 H2-1 " H2-1 H1-1 H1-1 Ht!1 H1-1 H1-1 H1-1 HV1 Page 11 Company : Engineers Northwest Designer : Allen Tucker Job Number : II Envelope Member MSC ASD 9th Code Checks, (continued) Label Code Chk Loc (ft) 15 Lc Shear Chk Loc Dir (ft) Lc ASD Eqn. June 17, 2008 1:11 PM Checked By: Message M29 M30 M31 M32 M33 ..M34 M35 M37 M38: M39 M40:: M41 M42 M43 M44 M45 ;M 46 M47 M48 .434 346 .531 .459 .371 04 1.446 1:.431 1.432 .131 .130 .029 .:. .306 : ;011 .201 .1:55 .207 .238 -15 0 15 11.979 12:76 14.574 14 14 .... 15 14 . 15 14 :.. 15 15:842 15 1'5 15 20 0 0: 7.5 7.5 15 15 14.574 .15:842 ••16 13 13 `:. 13 14 :: 14 14. 14 13 17 1:3: 17 14 .137 . 055: . .: • .137 .002 :002 .002 002 .351 .351 ...... .351 .002 .003 0 :001 .005 :j005: .008 : 0 08 .002 002 15 15 0 25 0 0 0 0 30.416 y y 13: 13 y y y y 13 13 13 13 13H 13 13:.. 13 '14 14 14 : ::: 13 13 13 .13:! 13 13 : H1 -1 H1 -1 H1 -1 H1: =1 H1 -1 1 =1 H1 -1 H2 -1 H21 H2 -1 H1-1 ---- - - - - -- - -- - -- H1 -1 111 =2 H1 -1 H1 -1 H1 H1 -1 H1-1 RISA -3D Version 4.5 [C:\Program Files\Old Risa 3D\New Grid E.r3d] Page 12 RR' F( I .‘e X X X X 1 Engineers Northwest Allen Tucker l SDC Grid 7 June 18, 2008 1:06 PM New SDC Grid 7.r3d 7, PAR Ak.,00,A, =MN 1111111111102M_M*X02071k1 iii hti X X '� X ° 4 EIVILVILIG X x X X .00,..,.A, X X f .. Engineers Northwest Allen Tucker ti SDC Grid 7 i fz I: June 18, 2008 1:06 PM New SDC Grid 7.r3d STL1 29000 11154 .3 .65 .49 36 STt-2 29000 11 .... :: .3 .... ..... .49 TUBE 29000 11154 .3 .65 .49 46 CONC .. 3605:.. 1502.08' 2" : 5 5 . : . : 0... 4 ......... PIPE 29000 11154 .3 .65 .49 36 0 Global • Company : Engineers Northwest Designer : Allen Tucker Job Number : Steel Code AllowabteStress:lncrease Factor(ASIF) Include Shear Deformation Include :Warping No. of Sections for Member Calcs Redesign Sections P -Delta Analysis Tolerance Vertical Axis ASD: AISC 9th, AISI 99 Yes 5 Yes . 0.50% Y .. Materials (General) Sections Material Label Young's Modulus Shear Modulus Section Label Member Label Section Set Database Shape ksi Steel Design / NDS Parameters (ft) 20 Material Label (ft) ksi Length Lb y -y le2 SDC Grid 7 Area (in) ^2 Ratio er 10^5 F SA(yy) SA(zz) I y -y (inA4 COL1 COL2 COL3 COL4 COL5 COL6 BEAM1 BEAM2 BEAM3 BEAM4 BEAMS BE.AM6 BEAM7 BRC1 BRC2 . BEAM COLT COL8 COLS ..W30X99 W30X99 W30X99 W30X108 W33X118 W33X141 1N33X152 W33)<201 PIPE 8 OX PIPE 10.0X W33X130 TU12X12X8 HSS18X16X8 HSS8X8X8 STL2 STLZ` STL2 -STL2 STL2 STL2 STL2 STL2 STL2 STt2 STL2 ST L; STL2 PIPE PIPE ST: TUBE TUBE TUBE 16.125 12:758 .. 12.133 • 45.1112:: 13.383 29.1 29.1 29.1 31.7 34.7 41.6 44.7 59.1 11753 16.101 38:3 22.4 28:338 13.458 1.2 12 1.2 1.2 1.2 1.2 1.2' 1.2 1.2 12' 1.2 1:2. 1.2 1.2 1.2 12 1.2 1.2 1.2 L2 1.2 1.2 1.2 1. 1.2 1.2 1.2 1.2 12 1.2 1 :2 1.2 1.2 .. 1.2 1.z 1.2 1.2 64.021 69:34. 52.101 83:35 90.017 128 128 146 187 246 :273 749 105:7:16 211.95 218. 485 1128:429 124.613 ( 986.836 2208.43 2051.54 2946 :32.:. 2365.33 3990 3990 3990 4470 7450 8160 11500 105:716 211.95 671'0 ::;: 485 1128:429 124.613 ( 2.202 .268 ;875 ...... . .309 ....... 3.77 3.77 4.99 9.7 12 .4.....:. 20.5 211:432 423.9 7.37. 777 _1771:468- 204.125 y Lb z -z let (ft) L_comp le_bend (ft) M1 M2: M3 M4 M5 M7 COL6 CO -: :: COL6 COLS COL3 20 29.2 20 20 20 COL3 .. COL2 1 1 1 .. 0. 0. RISA -3D Version 4.5 [C: \Program Files \Old Risa 3DWew SDC Grid 7.r3d] June 18, 2008 1:11 PM Checked By: Poisson's Thermal Coef. Weight Density Yield Stress (p ) ( ) (ksi) 1 k/ft^3 I z -z in ^4) K y -y K z -z CH Cm z -z B J (Torsion) T/C Cm y -y Cb Sway in ^4) Onl y z Page 1 R • Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Steel Design / NDS Parameters (continued) Member Section Length Lb y -y Label Set le2 (ft) (ft) SDC Grid 7 Lb z -z let (ft) :M8: M9 MW ..... M11 M32: M13 M14 :. M15 M17 M1.8 M19 M20 M21 _:M22:. M23 CA24 M25 ..:.M26: M27 .... ......... M28 M29 M30 M31 M32 M33 M34: :::::.. M35 6 .: M37 M38 M39 : M40 .: M41 M43 M44 M45 M46 M47 M48 M65 M66 M67 M68 M69 M70 M71 M72 M7'4 M75 COL2 COL1 COL1 ........ COL3 00L3 COL3 COL5 COLS COLS COL4 COL4 COL4 COLS COL3 ::C.0L3: ": COL1 COL1 BEAM? BEAM6 BEAM6 BEAIVI5 BEAMS BEAM3 BEAM1 B EAM1- ... BEAM1 :BEAM6. : BEAM6 BE 4M6 BEAM4 BEAM4 BEAM2 BEAM2 •:.;BEAM1.... BEAM3 BEAM3 BEAM3 : BEAM2 BEAM2 ••; BEAM1 BEAM1 BEAM1: BEAM1 BRC1 BRC1 20 28.15 •20 20 • 27:5 .. . 20 :20: 27.19 20 20 26.45 20 20 25.71 20 20 2529 COL2 COL2 20 :20 24.57 20 .... . 20 24:04 24.615 24..526 29.417 14 :703 34.318 34;328 19.604 33.028 24.806 2461 24.52 29x4.1:.: 14.7 34.31 34.32 19.6 33.02 24:8 ::: 24.61 24.52 29.41 14 34.31 342 : :. • 19.6 24.8 19:29 18.899 COL2 ... COL '- '.... 8 8 8 8 8 9:25 9.25 "- .:9:25: 9.25 9.25 9.25 9.25 9:25. 9.25 9.25 9.25 :9.25 9.25 9:25 9.25 9.25 2 2 2 2 2 2 2 2 2 2 2 2 2 :,2 : 2 2 2 .. 2 1 1: 1 1 1 ... 1 1 1 1 1 1 1 1 1 1 1:. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 1 1 1 1 0. 0. 0. 0. 0. 0. 0 0. 0. 0. ::::0' 0. 0. 0. 0. . 0. 0. :... 0. 0. 0. 0. 0, 0. 0. 0. 0. 0. 0. 0. ... 0. RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New SDC Grid 7.r3d] June 18, 2008 1:11 PM Checked By: L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z R (ft) Page 2 Steel Design / NDS Parameters (continued) • • Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Section Length Lb y -y Label Set le2 (ft) (ft) SDC Grid 7 Lb z -z let (ft) L comp le_bend (ft) M76 _. BRC1:::.: M77 BRC1 M78... BRC1 BRC1 M80::::: BRC1 M81 BRC1 BRC1 M83 BRC1 M84 ........ BRC.1. M85 BRC1 90:: . BRC1:::.;:::. M91 BRC1 M92: BRC1 :...... M93 BRC1 M94. BRC1 M95 BRC1 M96 .• BRC1 M97 BRC1 M98 :: BRC:1• M99 BRC1 IVk100'° BFtC . M101 BRC1 M103 BRC1 M104 . M105 BRC1 1.:. M107 BRC1 M109 BRC1 M.:10.. ::. ••BRC2:. M111 BRC2 ..: 1i11,12 .. :::.:BRC2 M113 BRC2 M115 BRC2 M116 BRC2:::. M117 BRC2 (vt118: BRC2:: M119 BRC2 M120 BRC2. M121 BRC2 M126 BRC2 M127 BRC2 Ms128:' :.B M129 BRC2 ..M130 BFRC2. M131 BRC2 132 BRC M133 BRC2 N1134' BRC2 M135 BRC2 1&892 18.899 18:866 18.866 •18.866 18.467 20:574 20.139 •..20:132:.:.: 20.139 22:124 21.657 •1.665 21.657 21.66 5::.. 21.665 • :21 :665 21.221 •16:332 20.366 17.643' ?. 17.27 ::47:27 17.27 15.852 15.86 1:5:821 .: 15.821 :17:779 17.787 17:779 17.787 1:9:86'1 19.853 :19:861 19.853 15.998 1:5::998. 15.998 20:796 20.796 20:796 15.852 15.86 15 :821 15.821 • 19.861::: 19.861 19.861 19.861 4:001;_; 14.001 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ::::1• 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 0. 0. 0. 0... 0. 0. 0. 0. 0. 0.. 0. 0. 0. . 0. 0. 0. 0. 0.: 0. 0. 0. 0. 0. 0. 0 :... 0. 0. 0. 0. : :.: 0. 0. RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New SDC Grid 7.r3d] June 18, 2008 1:11 PM Checked By: Cm y -y Cb Sway K y -y K z -z CH Cm z -z B y z R Page 3 • Steel Design / NDS Parameters (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Section Length Lb y -y Label Set le2 (ft) (ft) SDC Grid 7 Lb z -z let (ft) 136 M137 M 13 8 .: M139 M140 M141 M142 • :.: M143 M:144 M145 M122 M123 - M124:: M125 M127A .. _M128A•• • M129A M130A::::: M131A 'M132A M133A M134A ..... M135B It/1136B M137A M1388 M139A M1:40A M141A M42A M143A MI44A :. M 145A N1148 M147 M148: M149 .M150 M151 M152 ::: M153 M154: : . :: . M155 M156 M157 NE158 M159 M160 M161 M162 M163 BRC2:: BRC2 .:.BRC2: BRC2 BRC2- BRC2 BRC2. BRC2 BRC2 :: BRC2 BEAM6 BEAM6 BEAMS BEAMS BEi?lM BEAM1 BEAM1 BEAM1 BEAM1 :: BEAM1 • BEAM1 - BEAM1 BEAM1 BEAM3 BEAM*: BEAM4 BEAM8 BEAM8 COL7 COL7 COL7 COL7 COL7 COL7 :::•.COLT COL7 COLT COL7 COL7 - COL7 • COLE COL8 COL8 COL8 CQ18 :: COL8 COL9 COL9::: COL9 COL9 COL9 :. _ 14:001::: • 14.001 - -- 19:302 19.302 19302 ::: 19.302 15.93 15.93 1:5:93 15.93 3 0 :25 30.25 26:21 26.21 27.375 27.375 27.375 27.795 27.751.:. 27.78 2 6.:1:8 27.375 27 ::375: 27.375 27:795 27.75 27:78 26.18 20 20 20: 20 20 20 :20 20 20 20 20::::::: 20 20 20 25.25 20 20 27 24.09 24.5 25..83: 26.42 27.5 28.17 1 1 1 1 1 1. 1 :. 1. 1. 1. 1. 1. 1_ 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1 1 1 .: 1 1 1. 1. 1. 1. 1_ 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 0. 0. 0. 0. 0 0. 0. _ 0. 0. 0. 0. 0. 0. 0. 0. 0. 0: :: 0. 0: 0. 0. 0. 0. 0. 0. 0... 0. 0..... 0. 0. RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New SDC Grid 7.r3d] June 18, 2008 1:11 PM Checked By: L_comp Cm y -y Cb Sway te_bend K y -y K z -z CH Cm z -z B y z R (ft) Page 4 Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Steel Design / NDS Parameters (continued) • Member Section Length Lb y-y Lb z-z L_comp Cm y-y Cb Sway Label Set 1e2 lel le bend K y-y K z-z CH Cm z-z B y z R (ft) (ft) (ft) (ft) M164 M165 M 167 M 169 M171 M•172 M173 M174 M175 M178 ----- M 177 M 179 . M180 M181 M 183 M185 ---- M 187 BRC1 BRC1 BRC1 BRC1 BRC1 •BRCt BRC1 BRC1 • BRC1 BRC1 BRC1 BEAM7 BEAM7 BEAM4 BEAM4 BEAM4 BEAM4 BEAM4:-. COL1 --- -- ---- .• COL1 18.437 18.244 18.494 19.073 48A62 18.304 18.745 18.677 18.875 30.268 26.219 • 26t85: 27.786 •27.756 27.801 • 27385ii.: BEAM4 27.378 27.38i 20 20 23.52 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. t 1. L 1. 0. 0.: 0. 0. 0. 0. 0. .0 0. 0. 0. 0. 0. 0. Basic Load Case Data SDC Grid 7 Load Type Totals BLC No. Basic Load Case Category Category Gravity Direct Description Code Description X Y Z Joint Point Dist. Area Surf. 1 1 3 4 6 10 DEAD ROOF DEAD FLOOR: LIVE ROOF LIVE FLOOR SEISMIC • RIGIDrrY''' DUMMY None - None None None None 1 • -•-- 3 9 9 27 9. Member Direct Distributed Loads, Category : None, BLC 1 : DEAD ROOF Member Label Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) M31 M33 ...M34 M35 M36 M37 M38 M39 Y Y Y Y • Y -.949 -.949 -.949 ••••••-: --- - - -.949 •• -.949 :949' -.949 -.949 -.949 -.949 -- - -.949 -949 -.949 0 0 0.... 0 0 0 0 0 0 0 0 0 RISA-3D Version 4.5 [C:\Program Files\OId Risa 3D\New SDC Grid 7.r3d] Start Location (ft or %) June 18, 2008 1:11 PM Checked By: End Location (ft or %) Page 5 Company : Engineers Northwest Designer : Allen Tucker Job Number : Member Direct Distributed Loads, Category : None, BLC 2 : DEAD FLOOR Member Label M40 M41:: M42 M43 : :: M44 5: M46 M47 M48 M6' M66 M67 M68 M69 M70 M71 M72 Y Y Y Y Y Y Y: Y Y -1.35 - 1 -.35 .. -1.35 -1.35 - 1.35 -1.35 -1.35 -1.35 ... .... -1.35 -1.35 - 1.35 -1:35 - 1.35 1.35: -1.35 1,35 -1.35 35 .... -1.35 -1.35 -1.35 -1.35 . . -1.35 -1:35 -1.35 -4.35 -1.35 - 1:35 .............. -1.35 1':35 -1.35 .1 .. -1.35 t# . . 0 0 0 0 0 0 0 0 ) 0 0 0 0 0 0 0 : 0 0 • M73 Member Label Direction Direction Direction Member Direct Distributed Loads, Category : None, BLC 3 : LIVE ROOF Member Label Start Magnitude (, F) Start Magnitude (kift. F) SDC Grid 7 End Magnitude (fit, F) End Magnitude (, F) Start Magnitude End Magnitude k/ft, F) (k/ft, F) RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New SDC Grid 7.r3d] Start Location (ft or %) 0 Start Location (ft or %) Member Direct Distributed Loads, Category : None, BLC 4 : LIVE FLOOR Start Location (ft or % June 18, 2008 1:11 PM Checked By: End Location (ft or % End Location (ft or % M31 M33 M34 ... M35 M36 M37 M38 M39 Y Y Y Y Y -.375 -.375 -.375 .375 -.375 -.375 -.375 :375 -.375 -.375 -.375 =375 -.375 -.375 -.375 -.375::. -.375 0 0 0 0 ...........:.... 0 0 0 . 0 0 0 0 0 End Location (ft or % M40 M42 M43 :: M44 M45 M46 M47 M48 M66 M67 M68 ..: M69 M70 M71 Y Y Y Y Y Y Y Y Y ... Y -1.875 _1:875: -1.875 1.875 -1.875 -1.875 -1.875 - 1 ... -1.875 -1.875 -1.875 -1.875 -1.875 - 1:875: -1.875 -1.875 -1.875 4:875 • -1.875 -1.87 -1.875 1:875_: -1.875 _1.875 -1.875 -1:875 -1.875 - 1.875 -1.875 - 1.875 -1.875 -1.875 .m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 6 M72 Y -1.875 -1.875 0 0 Mm3.. .............. Y: :. .... 1,875 - 1.875 410 Member Direct Distributed Loads, Category : None, BLC 4 (continued) • Company : Engineers Northwest Designer : Allen Tucker Job Number : SDC Grid 7 Member Label Direction Start Magnitude End Magnitude k/ft. F) (k/ft . F Member Direct Distributed Loads, Category : None, BLC 6 : SEISMIC Member Label Direction Start Magnitude k/ft . F End Magnitude k/ft, F M31 M33 M34 M35 Mai M37 M38 M39 X M4:0 M41 M42 M43 M44: M45 M47 :M48 M65 M67 M68 M69 WO . M71 7.. M73 X X X X X X X X X X X X X: X ( 5.19 5.19: :: 5.19 5 :19 5.19 519 5.19 5:19 5.19 3.85 3.85 :3 :85: 3.85 3 €85 : :.: 3.85 3:85 1.993 1 993 ::. 1.993 1993 ::;:.: 1.993 1.993 .............. 1.993 1.993 1.993 ( ) 5.19 : 5.19 5.19 .._........ 5.19 5.19 5.19 5.19 5.19 :3.851 3.85 3:85: 3.85 ::385 3.85 3.85 385::::: 3.85 3:85 1.993 1::993: 1.993 1.993 1.993 1.99 1.993 1.993 1.993 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : . 0 0 0 Member Direct Distributed Loads, Category : None, BLC 7 : RIGIDITY Member Label M48 Load Combinations ID Num Descri lion 1 RIGIDITY Direction Start Magnitude End Magnitude (k/ft, F) (k/ft, F) Env WS PD SRSS CD 1 BLC 7 4.179 Factor 1 RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D \New SDC Grid 7.r3d] Start Location (ft or %) Start Location (ft or % Start Location (ftor %) June 18, 2008 1:11 PM Checked By: End Location (ft or % End Location (ft or % End Location (ft or %) M40 M4:1 M42 M43 M44 M45" M46 M47 X X X X X 4.179 4.179 4.179 4.179 4.179 4.179 4;179 4.179 4.179 4.179:: 4.179 :::;:4:179. 4.179 4::1:79. . . 4.179 4.179 0 0 0 0 0 0 0 0 0 0 BLC Factor BLC Factor BLC Factor Page 7 0 Load Combinations (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : Num Description Env WS PD SRSS CD BLC ,, D AD LOAo 3 5 8 9 12: 13 `1.4. 15 116 SNOW LIVE LOAD FLOOR LIVE `LOAD COMBINED LIVE 1 - ....SEISMIC cNLY 7 1 COLLECTOR ONLY COLLECTOR ONLY DL + LL 11 1 DL + LL -EQ DL +EQ DL - EQ Y DL ±:LL+ EQ.::: j . y ::I:y Y Y Y Y Y11: - 1 1 Y Y Y 1 1 1 1 1 1 1 Y 3 3 1 L2 L2 L2 L2 -1 1 L4 1 1 1 1 6 .9 .:.. .9 1 • • 4 'L4 • L5 4 6 . 6 L5 . . 1 1 1 1 -1 1 _ -1 Envelope Reactions Joint Label SDC Grid 7 June 18, 2008 1:11 PM Checked By: Factor BLC Factor BLC Factor BLC Factor X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N1 N2 N3 N4 N5 N6 N7 N8 max ruin max max min max min max min 261.675 257:161 max min max Min max Mill 163.331 »132.327 0.000 • 0.000 0.000 • 0 ;000 0.000 0.000 0.000 0.000 0.000 0 ::000 0.000 0.000 11 12 9 9 9 9 11 12.: 9 9 9 889.741 - 35:8.681 : 0.000 0.00:0 0.000 0:000 0.000 0:000 371.396 K-10:466 0.000 0.000 0.000 0.000 0.000 0.000 16 12 9 9 9 11 9 9 9 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .0.000 0.000 O.oOo 0.000 0.000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 0.000 0 ..000' 0.000 0:000 0.000 0:000 0.000 -- .0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000 9 9 9 0.000 9 9: 9 .9 - .. 9 9 9 0.000 00.00 0.000 0 :000 0.000 0.000 0.000 0.000 ..0.000 0.000 0 °:000 0.000 0.000;; 0.000 0.000 9 9 9 9 9 9 9 9 0.000 0:000 0.000 0 :000 0.000 0 :000: 111615100 0 :000 0.000 0:000. 0.000 0 :000: 0.000 0 :000' 0.000 0.000 9 S. 9 9 9 9 9 9 9 RISA -3D Version 4.5 [C :\Program Files \OId Risa 3D \New SDC Grid 7.r3d] Page 8 Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Envelope Reactions, (continued) Joint Label SDC Grid 7 RISA-3D Version 4.5 [C:\Program Files\Old Risa 3D\New SDC Grid 7.r3dJ June 18, 2008 1:11 PM Checked By: X Force Y Force Z Force X Moment Y Moment Z Moment (k) Lc (k) Lc (k) Lc (k-ft) Lc (k-ft) Lc (k-ft) Lc N9 •., ...... . .... .. N10 N11 N12 N13 N14 N15 N16 N17 N18 N19 N20 N21 N22 N23 N24 N25 N26 N27 N28 N29 N30 N31 N32 N33 max min max :•min" max max -:min max max min max min max mrfl max min max Min;; max Min max min max min max min max min max Min max min max min max ::rOkrki max Thin max min max max max min max 340.159 t314:931... 0.000 0.000 0.000 0.000 0.000 386.49 ........ 0.000 0.000 0.000 0.000 .... .• 0.000 122.95 :434.909: 0.000 0.000 0.000 0.000 0.000 0000 268.606 -246:074 0.000 0.000 0.000 090O 0.000 0.00 349.483 -373.399 0.000 01000 0.000 . 000 0.000 0000 - - 356.175 -375.476 0.000 • 0.000 0.000 0.000 312.384 11 1.2• 9 9 9 9 11 12 9 9 9 9 9 13 10 9 9 9 9; 11 9 9 9 9 9 13 10 9 9 9 9 13 10 9 9 9 13 AO 309.868 0.000 0.000 013001: 0.000 0.000 358.395 0.000 9000 0.000 0.000 0.000 • 281.504 0.000 0.000 • 0.000 0.000 0.000 0 • 592.392 0.000 0.000 0.000 0.000 0.000 0.000 301.574 74138 0.000 0,000 0.000 0 0.000 0.000 228.995 - 47:369 • 0.000 0.000 0.000 0.000 0.000 0.000 353.783 -56004:: 10 13 9 9 9 • 9 9 10 9 9 9 9 9 9-;;; 10 9 9.: 9 9 11 12 9 9 9 9 11 12 9 9 9 10 13 9 9 9 9 9 9 10 0.000 0.000 0J000 • •••• 0.000 0.000 0.000 9000 0.000 0.000 0.000 0.000 0.000 0.000 • • 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000;;;_:;:, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9000' 0.000 0.000 9 0.000 9 0.000 9 0.000 . 6 000 - 0.000 0.000 9 0.000 0.000 9 0.000 9- -0..000 9 0.000 9 0.000 9 0.000 9 0.000 _ 9 0.000 0;;; •0000 9 0.000 • 0000 - .- 0.000 9 0.000 9 0.000 0.000 9 0.000 9000: . 9 0.000 0.000 9 0.000 9 0.000 - 9 :9000 - • 9 0.000 9 0,000 9 0.000 - 9 0.00G 9 0.000 0-000 9 0.000 0.000 9 0.000 9 0.000 0 9 0.000 9 0:000 9 0.000 9000 9 0.000 9 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9. 9 9 9 9 9 9.:: 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 . 01000 0.000 •0 000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 01)00 0.000 0.000 0.000 0.000 0.000 (Y.000. 0.000 (k000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 9000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0 9 9 9 9 9 9 9 .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 • 0000 0.000 9000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9009 0.000 0.000 0.000 .:1••9000; 0.000 000a. 0.000 0.000 00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 9 9 ;;• 9 9 9 9 9 9 9 9 9 9 9 9 9- 9 9 9 9 9 9 9 9 9 9 9 9 9 9 Page 9 • Company : Engineers Northwest Designer : Allen Tucker Job Number : 0 Envelope Reactions, (continued) Joint Label X Force Y Force (k) Lc (k) SDC Grid 7 Z Force Lc (k) June 18, 2008 1:11 PM Checked By: X Moment Y Moment Z Moment Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N34 N35 N36 N37 N38 N39 N40 N57 N58 N59 N61 N62 N63 N64 N65 N66 N67 N68 N70 N71 N72 N73 N74 N57A N58A max min max max min max min max -- min max max min max min :: max max max max min max min max min max min . max min max min • max min max max min max thin ` max min max max min max 0.000 0:000 0.000 0:0.00 0.000 0.000 120.522 154 :56 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0 :000 : 0.000 0 :000 0.000 :0.000:.:. 0.000 0.000 0.000 0406- ... 0.000 0.000 0.000 0.000 0.000 0.000. ............... 0.000 0:000 0.000 0 :000 0.000 - - -- 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000: 0 - .00.1 0.000 0.000:. 9 9 13 10 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 12 11 9 0.000 - 0:000 0.000 :0.000 0.000 0:000 619.961 - 400 :783 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • : :0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0.000...: 0.000 0.000 0.000 0.000 0.000 - - - - 0 :000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 "0 :000: 0.000 0 :000 7.813 7.031. 0.000 0.000 9 9 9 10 13 9 9 9 9 9 9 9 9 9 ... 9 9 . 9 9 9 9 9 9 9 9 10 13 9 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 • 0.000 0.000 :0.000 0.000 0 :000 • 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.060 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000 9 9 9 9 . 9 9 9 9 9 9 9 9 9 9 9 9 9 9.... 9 9 9 9 9 9 9 9 9 9 9._. 9 0.000 • 0 :000 0.000 .000 0.000 0.000 0.000 0.000 0.000 - 0:000 0.000 0.000 0.000 0 :000 0.000 0 :Oo0 0.000 0:(700 • 0.000 0,000: 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 • •0:000::: 0.000 0.000 0.000 0.000 0.000 0. 000. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0 :000 0.000 .. 0.000 . 0.000 0.000 0.000 - 0:000 0.000 .0: 0...: 0.000 0.000 0.000 0:000 0.000 0 :000: 0.000 0 :000 0.000 X00.0 ... - 0.000 0:000' 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 0.000 0 :000 0.000 0:000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000.;;: 0.000 0 :.000 0.000 6000 9 9 9.. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 H 0.000 0.000 0.000 0.000 0.000 a:00o 0.000 0.000 0.000. 0.000 - :000 0.000 0 :0 00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 9 9 9 9 9 Page 10 a Envelope Reactions, (continued) Company : Engineers Northwest Designer : Allen Tucker Job Number : Joint Label X Force (k) Y Force Lc (k) SDC Grid 7 Lc Z Force (k) RISA -3D Version 4.5 [C:\Program Files \OId Risa 3D \New SDC Grid 7.r3d] June 18, 2008 1:11 PM Checked By: X Moment Y Moment Z Moment Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N59A N60 N61A N62A N63A N64A N65A N66A N67A N68A N69 N70A N71A N72A N73A N74A N75 N76 N77 N78 N79 N80 N81 N82 N83 max max max min max min max rain max :min max min max min max mi max • min max max min max min max min max min max r1in max .min.. max max min max min max min:: max 'Min: max min.. max min max 0.000 . 0:000 0.000 0.000 0 0.000 0 :000 0.000 0.000 0.000 0.000 0 - -;005. • 0.000 0.000 0.000 0:000 0.000 0.000 .001 -.004 0.000 0.000 0.000 0 :000 0.000 0.000 .006 0.000 0.000 0.000 0.000 0.000 • 0 :000 .001 -:002 0.000 0:000 0.000 0:000........ 0.000 0 :000 .002 _.002 0.000 0.000 0.000 9 9 10 16 9 9 . , :. 9 9 10 ::16•.: 9 9 9 12 16 9 9 9 9 16 9 9 9 9 .9 12 1 . 1 ::: 9 9 12 11 9 9 0.000 -- - - -- 0:000 . 0.000 :0:000 40.522 1.203. 0.000 0:000 0.000 0.000 0.000 0:000 34.21 5.515 0.000 0:000. 0.000 0 :000 : 0.000 0;000 29.247 • 12:827 0.000 0.000 0.000 0 : 000` 0.000 0.000 38.635 36.784 0.000 0:000 0.000 0.000 0.000 :0.000 13.76 12:34 0.000 0:000 0.000 0.000 .. 0.000 0.000: : 15.944 14.14 0.000 0,000 0.000 0:000 9 9 .. 9 16 12 9 9 9 9 16 -1.2 9 9 9 16 12 9 9 9' 9 9 10 16 9 9 9 10 13 9 9 9:: 10 13 9 9 0.000 0.000 . 0.000 :0 00 0.000 0 :000. 0.000 0.000 0.000 0.000 - 0.000 0 :000 0.000 0.000:: 0.000 0.000 0.000 0.000 0.000 0 0 :0 0.000 ... 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 ;. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 0 :000` 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 000 : 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0:000 0.000 0:00.0 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0..000 0.000 0:000 0.000 0:000 0.000 0:000 0.000 0:000 0.000 0 :000 0.000 0:000 0.000 0.000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 0.000.... 0.000 0 :000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9:::. 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0 :000 0.000 0:000 ' 0.000 0 :000 0.000 0:000 0.000 0 :000 - 0.000 0:000 0.000 0:000:... 0.000 0.000 0.000 0.000: 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0:000 0.000 0 :000 0.000 0.000 0.000 0 000. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 :•'9 9 9 9 9 9 9 9 9 9 9 9 9. 9 9 9 0.000 0:000. 0.000 0:000 0.000 .. ..0 :000 0.000 0.000 0.000 0 :000 0.000 0 : 0 0 0 0.000 0.000 0.000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 9 9 9 9 Page 11 Company : Engineers Northwest Designer : Allen Tucker Job Number : • Envelope Reactions, (continued) Joint Label X Force Y Force (k) Lc (k) Envelope Member MSC ASD 9th Code Checks Label Code Chk Loc (ft) 0 Lc SDC Grid 7 Z Force Lc (k) Shear Chk Loc Dir (ft) Lc RISA -3D Version 4.5 [C :\Program Files \Old Risa 3D \New SDC Grid 7.r3d] X Moment Y Moment Z Moment Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc N84 N85 N86 N87 N88 N89 N90 N91 N92 N93 N94 N95 Reaction Totals : max min max max min :. max E'Illtl: max min ::. max min max Mitl max max min max max mire max min max min 0.000 0.000 .001 -:002 0.000 0:000 0.000 0:000 0.000 0.000 .002 -.003 0.000 0.000 0.000 0,:000 0.000 0.000 0 >000 • 0.000 0.000 0.000 0.000 2640.375 2640:375 9 12 11 9 9 . 9 9 9 12 11 9 9 9 9 9 11 1'0 0.000 0 :000 16.066 13.288 0.000 . o :000 0.000 - ;:0000:.: • 0.000 0 :000 19.431 15.977 0.000 0.000 0.000 0:000 0.000 0.000 • 0.000 0:000 0.000 0.000 0.000 0.000 2420.584 1:182143 9 16 12 9 9 9 16 12 0.000 0.000 9 9 9 9 9 12: 0.000 0.000 0.000 0 :000 0.000 0 :000 0.000 0:000 0.000 0:000 0.000 0.000 0.000 0.000 0.000 :0:000. 0.000 0.000 0.000 0.000 • 0000> 9 9 9 9 . 9 9 9 9 9 9 9 9 9 0.000 0 :000 .. 0.000 0.000 0.000 0.000 0.000 °0000 0.000 0:000 . 0.000 0.000 0.000 O OOA 0.000 0,000 0.000 0.000 .: 0.000 0:000. 0.000 0.000 0.000 0.000 9 9 9 9 9 9 9 9 9 • :9:•• 9 0.000 9 9 0.000 0000 0.000 0:000 0.000 0 .000 0.000 0 :000 0.000 0.000 0.000 0.000 0.000 0 :000 0.000 :0000 0.000 0.000 0.000 0.00 0.000 0.000 0.000 0 :000 9 9 9 9 9 9 9 9 9 9 9 9 9 0.000 0 :000 0.000 0:000 0.000 0 0.000 • :0 :000 0.000 0:000 0.000 0.000 0.000 0:000: 0.000 0.000 0.000 o :000. 0.000 0 :000: 0.000 - .a.000 - 0.000 0:000 9 9 9 9 9 9 9 9 9 0.000 0.000 ASD Eqn. June 18, 2008 1:11 PM Checked By: Message M1 M2 M3 ................ . . M4 ..................... M5 .410 Compressi. - Compressi... :Steel: code:.:.:. - Steel code ... :Steei.code - Steel code ... - Steel code -.208 -.208 -.259 M6 M7 M8 M9 M11 111112 M13 ■14 M15 . . ........: . M16 • M17 M21 - Steel code ... :Steel: code - Steel code ... Steel:code :. - Steel code ... - Steel:. code - Steel code ... Steel: code :... - Steel code ... -- :Steel code ... - Steel code ... - Steel code .. - Steel code ... -.208 - .208 -.293 x208 -.208 .287 -.208 -.208 -.283 -208 • -.208 276;;•• -.208 - .208 -.268 16 .000 0 11 H1 -1 - .Compressive stress fa exceed - Compressive stress fa exceed... ,: Steelcode check not calculate::;.: -: Steel: code check>not :calculate:::: - Steel code check not calculate... - Steel code check not calculate... Steel code check not calculate.... - Steel code check not calculate... • l co a chec : not calculate:,:, - Steel code check not calculate... Steel code check: not calculate. :! . - Steel code check not calculate... Steel code eheck. notealculete - Steel code check not calculate... Steel: code cheek: not calculate:.:. - Steel code check not calculate... ::Steel: code check: not: calculate:: - Steel code check not calculate... Steel code check not calculate. - Steel code check not calculate... Page 12 • Company : Engineers Northwest Designer : Allen Tucker Job Number : SDC Grid 7 Envelope Member AISC ASD 9th Code Checks, (continued) Label Code Chk Loc (ft) Lc Shear Chk Loc (ft) Dir Lc ASD Eqn. June 18, 2008 1:11 PM Checked By: Message M M23 M24` M25 M26 M27 M28 M29 M30 M31 M32 M33 M34 M35 M37 .M38. M39 4. M41 M42 M43 M44 M45 . :M46 M47 M48 : M65 Mee M67 M68. M69 M70 M71 M72 M73 AA74. M75 76 M77 781 ...- M79 M81 .M82: M83 M84 M85 M90. M91 :M92 M93 M94 steel: code - Steel code ... - Steel :.. - Steel code ... :Steel: code - Steel code ... Steel code - Steel code ... 'Steer code .329 .310 .218 218 .281 .399 :::: .218 : 265 .148 :2433 .209 .280 .121 .5:11 .503 .623 370 .325 314 .445 .675 .665 .220 .616 .355 :442 .437 .647 .653 :516 .521 .:642 .627 .448. • .447 :455 .464 .427 .428 :494 .497 ......... :664 - _208 -.208 -:263 -.208 -.256 -.208 -.208 12.308 12.283 14.708 7:352 ...: 17.159 171 9.802 16.514 12.403 12.305::: 12.26 14.705 7.35 17 :1 17.16 9.8 16.51 12.4 12.305 1226 14.705 7.35:::: 17.155 17 :1.6 9.8 1'6:51 12.4 • ••9:444 9.253 9249. 9.253 9.237 :9 :237 9.041 9:856 9.86 11.293 11.054 '10:607 10.603 11.058 16 16 :::. 16 16:: 16 16 9 ::. 9 16 9 9 9 9 9 9 9 •1 : 6 " 16 16 16 1.6 16 1 :6 16 10 :::16 ::;:. 16 10 10 1 ::.. 11 10 .047 ::051 .061 • :091 .055 :092 .069 .117 .140: =: .086 .202 .202 .128 .216 :1!62 .151 .151 .181 .095 .225 :225: .128 216 .162 :002 .002 :002: .002 :002 .002 :002 .002 002 .002 002 .002 .002 .002 :002 .002 .002 0 29.417 0 34.318 ::032:...: .075 . 34.328 19.604 33.028 0 0 14.7 34.32 19.6 0 0 14.7 :::.. : 0 34:32 0 0 18.899 18.892 • 0 0 0 20.574. 0 20.139 22.124 21.657 21;665 0 0 y y y y y y y y y y y 9 .9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10.502 10.279 9 9 9 H2 -1 .H2-1 H2 -1 H2 -1 H2 -1 H 2 -1 H2 -1 H2:1 H2 -1 H2 -1 :H2 -:1 H1 -3 H2 -1 H21 .......... H2 -1 H2 -1 H2 -1 H2- 1 ...... H2 -1 H 2 =1 H1 -3 H2 -1 H2 -1 .; .H21 H2 -1 1 H1 -1 H2 -1 H2 -1 H1 -1- H1 -1 H 1 1= . H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H -f H1 -1 H1 -1 :Steel edechetk notesalCUleteiV; - Steel code check not calculate... • Steel' code check' not calculate::. - Steel code check not calculate... =: Steel: code check: not. calculate: ::: - Steel code check not calculate... Steel code check not calculate;: - Steel code check not calculate... - Steel cede check not calculate :._ RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New SDC Grid 7.r3d] Page 13 Company : Engineers Northwest Designer : Allen Tucker Job Number : ® .Envelope Member MSC ASD 9th Code Checks, (continued) • Label Code Chk Loc (ft) 11.058 10.607 Lc SDC Grid 7 Shear Chk Loc (ft) Dir Lc 21:665 0 M95 M96 M97 M99 M100 M101 M402...... M103 • M 1;04 M105 :M106 M107 M108 M109 M110 M111 M1:12 M113 M114 M115 :M1:16 M117 M118 M119 M120 .... M121 M1 M127 ................ M1 M129 M130 - M131 M1 :32 M133 M134 M135 M136 M137 M138 M139 MI40 M141 Mi42 M143 ''144 .....: M145 M123 M'124 M125 M126A M127A .688 :586 .574 398 .395 41.61 .418 .585 .606 .618 368. .367 .268 .270 . 450 .454 :58.1 .578 .560 59 . 8.075 7.746_ .586 :610 .615 .466 .464 .470 675 .668 :587 .593 .578 .572 .575 .578 :577 .574 .613 .618 .559 .553 .583 :344:: .340 .175 : .036 140 .022 : 40 .040 10.39 8.166 7.832.::. 7.832 10.815 10.615 10.181 9.971 9.005 8.815 8.455 801: 8.095 • 7 ::761 : - 7.765 7.746 9:075 9.079 8:704 8.708 10 :137: 10.133 .9 :.724. 9.719 10.137 10.137 9.724 9.724 7.292 7.292 6 6.709 9.852 9.852 945 9.45 8::131 8.131 7.799 7.799 :15:125 15.125 13 :105 13.105 13.688 13.688 10 13 13 1.2 12 1 11 11:Z:: 12 11: 11 10 10 13 13 10 10 11:: 11 10 11 11 1 10 .... .... 1 11 10 10 11 11 r 10 10 1 11 10 11 11 10 10 11 11 , 10 11 11 10 9 9 9 .002 .002 .002 .00:1 .001 ...001 ...... .001 0 02 .002 .002 .002 .002 .002 .002 .002 .002' .002 :002 .002 .002 .002 .002_ .002 :002 .002 : :002 .002 • = :002 . .002 002 .002 :002 .002 002 .002 001. .001 .001: .001 :002 .002 :002 .002 :002 .002 :002_ .002 .006:_ .006 06 .006 :005 .005 0 16.332 0 15.998::.` 15.998 0 20:796 20.366 0. 17.27 0 15;852 15.86 15.86 0 15.821 0 17.787 17.787 1`9 :861 19.853 0 19.861 19.861 9 9 9 9 9 9 9 9 .. 9 9 9 9 9 9 9 19.861 : :. 19.853 9 9 H1 -1 -= H11 H1 -1 H1 -1 H1 -1. H1 -1 H11: H1 - 1 H1:-1 H1 -1 H1 -1 H1 -1 11=1 H1 -1 H4: »1 H1 -1 1- H1 -1 _1 . H1 -1 H1 -1 ... H1 -1 .:::: H1 -1 H1 -1 H1 -1 H1 -1. . :.. H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1 =1 14.00:1 14.001 0 19.302 19.302 19.302 0 15.93 0 26.21 26.21 0 y y 9 9 9 9 9 9 9 M1 -1.... H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1 -1 H1.1 H1 -1 H1 -3 1-11-3 H1 -3 H1�3 H1 -3 RISA -3D Version 4.5 [C :\Program Files\Old Risa 3D\New SDC Grid 7.r3d] ASD Eqn. June 18, 2008 1:11 PM Checked By: Message Page 14 Company : Engineers Northwest Designer : Allen Tucker Job Number : SDC Grid 7 0 Envelope Member AISC ASD 9th Code Checks, (continued) • Label Code Chk Loc (ft) Lc Shear Chk Loc Dir (ft) .005 Lc RISA -3D Version 4.5 [C: \Program Files \OId Risa 3D\New SDC Grid 7.r3d1 ASD Eqn. June 18, 2008 1:11 PM Checked By: Message M1:28A M129A 2'7:75 27.78 M1. 30A M131A M1 M 133A . M134A. M135B M•:36B 1 111. M137A M1388 M139A M140A M141A IV11a2A M143A M145A : M146 M147 M.148 • M149 :M150 M151 X111:52: M153 .M154 :::: M155 M156 M157 M1:58 M159 :Mi60 M161 ;: M162 M163 M165 M166 M167 M168 ::. M169 .. M170. M171 M172 M173 M174 M175 - .:M176 ..:.: M177 M178 .... . M179 M180 .042 ;042:: .042 033 • .040 .116 :160 .206 :.179 .157 :060::: .054 .051.: .045 :058 .052 .. .027 .019 .030 .021 .036 .025 :032: .027 •• :01:5 .023 .016 .009 X056 .041 :059. .025 • :032: .043 .112 .107 .104. .099 161: .156 065 .061 152 ::•.. .147 .138 .134 .... .108 .373: .422 .421 13:688 9 13.898 :.13:875 13.89 ::13.0911:: 13.688 13.688 13.688 13.898 13.875 13:89 13.09 0 0 20 0 0 0 0 0 0 0 0 8.96 9.027 8.932 9.054 9.239 9.338 8:892 8.961 9.056 9.177 9.144 9.241 15 :134 13.109 13:Q92 13.893 13.878 9 9 9 9 10 , 10 : 10::; 10 10 10 6 16 _16 • 16 • 100 16 9 9 1:6 16 9 9 16. 16 10 9 9 1$ 16 16 16 16 1.6 16 16 16 16 16 16 16 16 16 16 .005 :Q05 .005 005 .005 005 .005 .006 .006 .005 000 .000 000. .000 000: .000 .000' .000 .000 . .000 .000 .000 000 .000 .000 .000 .000 .000 ...000 .000 .000. .000 .... .000 :002 .002 .002 .002 .002: ::.. .002 002: .002 .002.... .002 :002 .002 008:: .007 •.:.005::: .006 .006 0 27.795 0 0 271.95... 27.75 26.18 0 0 0 0 0 0 0 0 0 0 0 0 1.8:3 0 .18:244. 0 0 .18:162. 0 :16496: 18.745 18.875 30.268 0 0 y y y y y y y y y Y: y y y y y y y y H1 -1 .::. y y y y y 9 H1 -3 9 H1 -3 9 H1:_3 9 H1 -3 ...... 9 H1 -3 H1�3 9 H1 -3 -- H1 -3 9 H1 -1 H1 =1 9 H1 -3 H1 -.1 9 H1 -1 H1 -.1 9 H1 -1 9 ::: H1 -1 9 H2 -1 H1 =1: 9 H1 -1 H1 -1:. H1 -1 H1 -1 9 H1 -1 Fi1-1..... .............. . H1 -1 H1: =1 9 H1 -1 9 H1 -1 9 H1 -1 9............ .H1 9 H1 -1 H1.1 9 H1 -1 :: H:1: =3 9 H1 -3 H2 -1 9 H2 -1 H1-3.. 9 H1 -3 H2 =1' H2 -1 H1 =3 9 H1 -3 H2 -1 9 H2 -1 :H1 - 9 H1 -3 .H:14 9 H1 -1 H1 -1 Page 15 0 Company : Engineers Northwest Designer : Allen Tucker Job Number : Envelope Member RISC ASD 9th Code Label Code Chk Loc (ft) Lc SDC Grid 7 Checks, (continued) Shear Chk Loc (ft) 27.801 27::385:. Dir Lc M181 M182 M183 .M1:84.: „.:...:. M185 M186 M187 .346 113 .057 029:. - Steel code ... �.Steel.code ... - Steel code ... 13.901 13.693 13.689 16 .006 0 13:69:: : -.208 - 20 . 8 ..... -.245 16 16 .006 .006 .006 2 y 9 H1 -1 H :1 -1 H1 -3 H1 -3 - Steel code check not calculate... -. 3teet:code. checksnot.calcutaEte: - Steel code check not calculate... RISA -3D Version 4.5 [C: \Program Files \Old Risa 3D \New SDC Grid 7.r3d] ASD Eqn. June 18, 2008 1:11 PM Checked By: Message Page 16 • 0 JOB No. CM1 (01/0 Joe NA V W7 (6''+�Ihv iM X 10.5 DATE J 00 SUBJECT 1. � r f\l a � 1 �• `', "' A SHEET l D OF /� •. `` BY -rI�,U�c"D / " ENGINEERS— NORTHWEST INC. P. S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 , cfl u cAe/ 1 (uRt 1/I, ?ter &r t` t wt° l7-M r1 lukl PI= 'o Pf Root- VI Per 1.2-6 fl O9 `1 ley 1 P 41- FIAP q la it = 3112," 14 toeilrot)*.c5 - ( "Foups ust) L16Ififi r 1 Roof_ q 1 1 u1 IIWIV Uri no IeN1 V57fr1J\i I,0 G/KI 1 OY �e�.eJ.wnc� 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No , tat JOB NAME ( %/.K/ T /J DATE SHEET /1 OF • BY r ilidAt re SUBJECT ENGINEERS - NORTHWEST INC. P.S. :,A IU't/6 r-01 41CIhaMc- 7 Psf 1 PyF Awti0c, I1 Pt* (Roof 9f Kuildiwurt) tea uhf Ow_ - -w MAW\ 902? (tinrI Ord) 9 Pi* r zm iI\i( 1. (A frig rixt 1 �hc� r t o D n =k C f4(M - _ �F olftitkg teo'x s I - P -01 w/ewA (e tOyi 6 ?1,(Wr) luau R� • JOB No 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NAME ( OJ2L15 /6 6 / 1 1iVA M/06 `1 DATE SUBJECT 10 ( IA) 151,6 SHEET_LIOF BY e rittlAVt `� ENGINEERS — NORTHWEST INC. P.S. VI-524411'2= 6$2 tat D I� fig i+1,5- CI 13 O9 f r 134 =l IPu' 221 (0 rur r'r Z 15� = 1440.4Pw w l a v e r o g0J A-r i okt s ( Thva tiku, 41 ti pt4; P ilr (0 gill' r31 b2P1ir - 11/5 1-r loolif q II 003 J OB N AME / ���� �/y /I / 4/ D A TE oe N o. �� L�[/ /W114 u L/Q 9 /� 7 SUBJECT v SHEET _OF BY �/V�! 71 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 - 6698 ENGINEERS - NORTHWEST INC. P. S. f fi ifqo' fJoMH /(7tJ - H x 4) 4- 3'4 $3.3 ' = V(( cynv' x 44 1 3 i f Ll AI ) X 1041 - x(1(0 14- (� n hsr x kkV' �- � "" ') X 1 MI - 14 ps �$3 CWT 4np )X 1b5i U4 0) o9.- v tv 1)(5fi, s " 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525 -7560 - FAX # (206) 522 - 6698 • • QI bw ' � JOB NAME nws D ATE JOB No. q ll l SUBJECT AT kv, SHEET vI OF ENG I NEERS— NORTHWEST INC. P.S. H.o /(3 01-IA ? P■ EI,00" (jjOr; (3- 33 = �L�� � (( 5 x 4(o) fi 1-‘ 1 -) I (iW' = 10749 1 (9) (130 f") 17 )c 7eb x 13 4. I I = 5 06 q lz- 69 (/or'Px?ttlq1Q) 109 - 10(01 ion t oot m (136.?C‘f044-de A . 09 c po , i z 54(0 3 fi3112)(I la4ds � IP (I3ogc( 2p)t3-in t IoVtlbn' Xmo') = (off (e (( (010 1041)((to )(1K9) 5 BY r fu,lAlee■ - ' rvoK M��s bN n�aR � \ ( ) • • 99136 EXODUS COMMUNICATIONS NORTH /SOUTH GRID A TO D WALL TYPE 1/1 MULTISTORY SEISMIC VERTICAL DISTRIBUTION Sheetl SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 Q =2.8 STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips klf kips klf ROOF 3 2 E1 (U) DIAPHRAGM FORCES 66.42 1960 130183.20 40.00 5150.00 206000.00 20.00 5593.00 111860.00 10743.00 448043.20 0.29 0.46 0.25 1.00 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips klf Working Working Force Force kips klf ROOF 1960 638.48 1960.00 0.33 3 5150.00 1648.81 7110.00 0.23 2 5593.00 2197.43 12703.00 0.17 Page 1 83.33 ft 638.48 7.66 1010.33 12.12 548.62 6.58 2197.43 26.37 83.33 ft 638.48 7.66 1194.29 14.33 967.51 11.61 456.06 721.66 391.87 1569.59 456.06 853.06 691.08 5.47 8.66 4.70 18.84 5.47 10.24 8.29 / • • • 99136 EXODUS COMMUNICATIONS NORTH /SOUTH GRID D TO L WALL TYPE 1/2 MULTISTORY SEISMIC VERTICAL DISTRIBUTION STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE ROOF 3 2 E1 (U) DIAPHRAGM FORCES 66.42 3916 260100.72 40.00 10240.00 409600.00 20.00 10674.00 213480.00 20914.00 883180.72 0.29 0.46 0.24 1.00 ROOF 3916 1259.85 3916.00 0.32 3 10240.00 3243.83 14156.00 0.23 2 10674.00 4277.86 24830.00 0.17 Sheetl SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 52 =2.8 166.67 ft Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips klf kif kif Page 1 1259.85 1983.98 1034.03 4277.86 1259.85 2346.48 1838.98 7.56 11.90 6.20 25.67 166.67 ft Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kif Working Working Force Force kif kif 7.56 14.08 11.03 899.89 1417.13 738.60 3055.62 899.89 5.40 1676.06 10.06 1313.56 7.88 5.40 8.50 4.43 18.33 99136 EXODUS COMMUNICATIONS NORTH /SOUTH GRID L TO R WALL TYPE 1/2 MULTISTORY SEISMIC VERTICAL DISTRIBUTION • • SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM BUILDING FRAME SYSTEM R =5.5 C2 =2.8 STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips kif kips kif ROOF 3 2 El (U) DIAPHRAGM FORCES 66.42 1942 128987.64 40.00 5094.00 203760.00 20.00 6296.00 125920.00 11390.00 458667.64 0.28 0.44 0.27 1.00 Sheetl 134.1 ft 655.18 4.89 1034.99 7.72 639.60 4.77 2329.77 17.37 134.1 ft 467.99 739.28 456.86 1664.12 3.49 5.51 3.41 12.41 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kips Working Working Force Force kips kif ROOF 1942 655.18 1942.00 0.34 3 5094.00 1690.17 7036.00 0.24 2 6296.00 2329.77 13332.00 0.17 Page 1 655.18 4.89 1223.67 9.13 1100.23 8.20 467.99 874.05 785.88 3.49 6.52 5.86 L.1 ,56 0 99136 EXODUS COMMUNICATIONS NORTH /SOUTH GRID R TO V WALL TYPE 1/1 MULTISTORY SEISMIC VERTICAL DISTRIBUTION • • SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 0 =2.8 STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips kif kips kif ROOF 3 2 E1 (U) DIAPHRAGM FORCES 66.42 1538 102153.96 40.00 4061.00 162440.00 20.00 5298.00 105960.00 9359.00 370553.96 0.28 0.44 0.29 1.00 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kif Working Working Force Force kips klf ROOF 1538 527.74 1538.00 0.34 3 4061.00 1366.93 5599.00 0.24 2 5298.00 1914.34 10897.00 0.18 Sheetl Page 1 105.9 ft 527.74 4.98 839.19 7.92 547.41 5.17 1914.34 18.08 105.9 ft 527.74 4.98 991.45 9.36 930.73 8.79 376.96 599.42 391.00 1367.39 376.96 708.18 664.81 3.56 5.66 3.69 12.91 3.56 6.69 6.28 • • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. ggIV"JOB NAME SUBJECT tA11 " • ENGINEERS-NORTHWEST INC. P.S. 1,5voiLc s90' 7,4,51 u�l' �M Ok-sliviv?er 1/V (719 x I � (-/g14-- (@2 x lob (t)' + 9 3 q ) ?c v? = / o zpo ic--- DATE SHEET OF BY ENGINEERS - NORTHWEST INC. P.S. 6869 W00DLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No ` "I 17 t20 P • SUBJECT ✓ ?4151 JOB NAME wiAssrrss L -ad non °^tw tMtp) 0 2c 0 ((?b x 2-00 1— b90(1 (� (oio fi m90 ((e0b) = / (o,y .-- 69( (2R6) I82ti5 (lo5o )(12D)2- • 2- o (1720117 fi 30qsfi 6a(oxsAtd)) (bo)=3(00 (1c3d13 )c- rf IV1 370 DATE SHEET OF BY • • • 99136 EXODUS COMMUNICATIONS EAST/WEST GRID 1 TO 4 MULTISTORY SEISMIC VERTICAL DISTRIBUTION STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE ROOF 3 2 El (U) DIAPHRAGM FORCES 66.42 1548 102818.16 40.00 3993.00 159720.00 20.00 4276.00 85520.00 8269.00 348058.16 0.30 0.46 0.25 1.00 ROOF 1548 499.64 1548.00 0.32 3 3993.00 1275.80 5541.00 0.23 2 4276.00 1691.39 9817.00 0.17 Sheetl SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 Q =2.8 120 ft. Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips kif kips kif 499.64 4.16 776.16 6.47 415.58 3.46 1691.39 14.09 120 ft. 356.89 554.40 296.85 1208.13 2.97 4.62 2.47 10.07 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kif Working Working Force Force kips klf Page 1 499.64 4.16 919.38 7.66 736.72 6.14 356.89 656.70 526.23 2.97 5.47 4.39 ,5%7 • • 1 99136 EXODUS COMMUNICATIONS EAST/WEST GRID 4 TO 7 MULTISTORY SEISMIC VERTICAL DISTRIBUTION SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 Q =2.8 STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE Sheetl 60 ft. Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips kif kips kif ROOF 3 2 El (U) DIAPHRAGM FORCES 66.42 774 51409.08 40.00 1996.00 79840.00 20.00 3664.00 73280.00 5660.00 204529.08 0.25 0.39 0.36 1.00 ROOF 774 291.00 774.00 0.38 3 1996.00 742.93 2770.00 0.27 2 3664.00 1157.73 6434.00 0.18 Page 1 291.00 4.85 451.93 7.53 414.80 6.91 1157.73 19.30 60 ft. 291.00 4.85 535.34 8.92 659.30 10.99 207.86 322.81 296.28 826.95 207.86 382.38 470.93 3.46 5.38 4.94 13.78 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kif Working Working Force Force kips kif 3.46 6.37 7.85 ��a • • • 99136 EXODUS COMMUNICATIONS EAST/WEST GRID 7 TO 16 MULTISTORY SEISMIC VERTICAL DISTRIBUTION Sheetl SEISMIC ZONE = 3 Z =0.3 SOIL PROFILE = SD Ca =0.36 Cv =0.54 OCCUPANCY = 1 =1.25 STRUCTURAL SYSTEM * BUILDING FRAME SYSTEM R =5.5 52 =2.8 STATIC FORCE DESIGN BASE SHEAR V/W min. = 0.05 V/W max. = 0.20 * GOVERNS V/W = 0.27 (U) BUILDING SEISMIC FORCE 283 ft. Height Weight LEVEL Hx Wx Wx *Hx kips ft WxHx EWiHi Fx Level Fx Level Working Working Force Force Force Force kips kif kips kif ROOF 66.42 7046 467995.32 3 40.00 18255.00 730200.00 2 20.00 18934.00 378680.00 E 1 37189.00 1576875.3 (U) DIAPHRAGM FORCES 0.30 0.46 0.24 1.00 2257.61 7.98 3522.48 12.45 1826.75 6.45 7606.84 26.88 283 ft. 1612.58 2516.06 1304.82 5433.46 5.70 8.89 4.61 19.20 Weight Level Wpx kips EFI EWI kips kips EFI /EWI Fpx Fpx kips kif Working Working Force Force kips klf ROOF 7046 2257.61 7046.00 0.32 3 18255.00 5780.09 25301.00 0.23 2 18934.00 7606.84 44235.00 0.17 Page 1 2257.61 7.98 4170.41 14.74 3255.97 11.51 1612.58 2978.86 2325.69 5.70 10.53 8.22 J ij s • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No IA IVP NAME XQP� CJ�� 4M uk1I 1 DATE fk'° E 'W10014 f /AJM- SUBJECT ENGINEERS — NORTHWEST INC. P.S. 1.2,1% V +. {01% it \ In)Rea = 1522 ,00 V '5'1 1041v R.= t �r.1q \)D7'1'1' I � ti • 3g1I9bVo "r22 Vt 1 2, 5% v- \9-102 vT ; r4'3• 106i, v- SHEET OF BY e rti(. ' R= "4=11 1q o�� • JOB NAME 0 463 Q , ��101 (�/l9 JOB No. �� �(�� —Y/ • • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 SUBJECT (1 LID I�) krtv M0014— ( 1 h r ( LL ENGINEERS — NORTHWEST INC. P.S. '217 fim tPoov N13 = 0 ,111 V N, " eN) N113 x1241- &o( , N11 9(321 N � 0,310 '4-0 D120 N 3 I D.1DI t4( 0.1x11 X131 ATI I X 2 1 1 . 0 0 . o. 14.1 r'3 0,9 oi ly% DATE SHEET OF BY ( fl) Ar I\-111 .16 NIS 423 N19,113 N 2 23 ' , f ; p "7 'I D N413 ,Ig Nye ,12i t4 Igo k , Ibl X59, Lf r' 3 1 0 '011319, 1 `375 • • • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No I �( Q r�3 JOB NAME SUBJECT 1 t t( fri5 3 Pi? --K. Cipto ENGINEERS — NORTHWEST INC. P.S. nr'r1 L$ n4t futi 1 16x15 I 0(0(c— N3 O(17-q O 14 /1 2 tgti N 1 I I N,) bILIL N,S,11 1 K1 011 0 ►I1 f\I2i 'I`fI NI ,Iti2 /;),\")) 1 Iti r\JI1 411 � (LK 6fli c t o A-vE L.= ,IoO i5" / x/13 K15 '4'9 DATE SHEET OF BY 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NO c93b003 JOB NAME orm5 C igtt otJI t#4 a `+ DATE SUBJECT, _ SHEET OF • ENGINEERS - NORTHWEST INC. P.S. . . Ian - te I q4,0 2(s,1)-It i N` t• W Mt, 1 7211 1` tffittl` r a-avr z► f 1 e • • • t17-. V'7t , 2 i 2 g, Ati.921 % X 1(,1& 69/pLi g3 = 7 4111 Go00'lo 1r• J/7 BY 21042 (20,..c + ,44/F SABEY July 18, 2008 CONSTRUCTION City of Tukwila ATTN: Jaimie Reavis 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 RE: Correction Letter #1 Development Application Number D08 -399 Sabey Data Center- 3355 South 120 Place Dear Ms. Reavis; This letter is in response to Correction Notice #1 (attached) that I received on July 16 identifying the need for screening of roof top equipment at the above referenced facility. The work to be performed under this permit will not require the installation of equipment on the roof at this time. All work to be performed shall be within the building at the underside of the roof to allow for the installation of future equipment under future permits. If you have any further questions regarding this project, please contact me at 206 - 730 -4983. Sincerely, SABEY CONSTRUCTION INC. Glenn terry Project Manager A R C H I T E C T U R E C O N S T R U C T I O N D E V E L O P M E N T U08 -339 CORRECTION LTR #� / i Sabey Construction Inc. 206/281 -4200 main line 12201 Tukwila International Blvd.,4th Floor 206/281 -0920 fax line Seattle, Washington 98168 -5121 www.sabey.com RECEIVED JUL 18 PERMIT CENTER July 14, 2008 Glenn Parry 12201 Tukwila International BI 4 Floor Tukwila, WA 98168 Dear Mr. Parry: Sincerely, Aoe Brenda Holt Permit Coordinator encl File No. D08 -339 Cizy of Tukwi P:\Permit Center\Correction Letters\2008\D08 -339 Correction Ltr #].DOC wer Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Application Number D08 -339 Sabey Data Center — 3355 South 120 Place 0 Jim Haggerton, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire, and Public Works Departments have no comments. Planning Department: Jaimie Reavis at 206 431 -3659 if you have questions regarding the attached comments. Please address the attached 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. Corrections /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 (206) 431 - 3670. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 DATE: APPLICANT: RE: ADDRESS: July 14, 2008 Glenn Parry D08 -339, Sabey Data Center 3355 S 120 Place PLANNING DIVISION COMMENTS Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Jaimie Reavis is the planner assigned to the file and can be reached at 206 -431 -3659. 1. Show how new rooftop equipment will be screened from view of surrounding properties, or provide a sight diagram showing how the new rooftop equipment will not be visible from surrounding properties. 03 -02 -2008 GLENN PARRY 12201 TUKWILA INTERNATIONAL BL TUKWILA WA 98168 RE: Permit No. D08 -339 3355 S 120 PL TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, xc: 4 fer Marshall, t Technician Permit File No. D08 -339 Department of Community Development Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/04/2009 , your permit will become null and void and any further work on the project will require a new permit and associated fees. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D08 -339 DATE: 07 -18 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 120 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division Public Works Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: P ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 ❑ r - fiktr Fire Prevention P lannin Division L Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n ❑ Permit Coordinator Structural Review Required n No further Review Required DATE: Approved ❑ Approved with Conditions [1 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 08 -19 -08 DUE DATE: 07 -22 -08 Not Applicable ❑ PermifCeriter °Use Orily. • s INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Permit-Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: g - '� in g Division Public Works 1441 gsr Comments: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 IIPPERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -339 DATE: 06 -20 -08 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 S 110 PL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued Umoo Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 71 Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 06-24-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 07-22-08 Not Approved (attach comments) 71 DATE: . - ddal 1 4 ' Planning Division ,� Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: 1 Departments issued corrections: Bldg ❑ Fire ❑ Ping [ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 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 Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SABEY DATA CENTER Project Address: 3355 South 120 Place Contact Person: y�,gr' / -,t; :c 4/0 / ?d ©f' e QUI P/ Errr L 7 4-- 7 5 %,/`'4' Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 -113 '0@ \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D08 -339 Glenn Parry Phone Number: ,AOo — 730-- V9f-3 RECEIVED Y OF TUKWILA PERMIT' CENTER Name Role Effective Date Expiration Date SABEY, DAVID A Cancel Date 01/01/1980 Bond Amount POOLE, LAURENT D HARTFORD 01/01/1980 HARMON, JAMES N 01/01/1980 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount HARTFORD Untitled Page • Business Owner Information 0 Page 1 of 3 General /Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. SABEY CONSTRUCTION INC Business and Licensing Information Name Phone Address City State Zip County Business Type Parent Company SABEY CONSTRUCTION INC 2062814200 12201 TUKWILA INTL BLVD Suite /Apt. 4TH FLOOR SEATTLE WA 981685121 KING CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 601532164 ACTIVE SABEYCI033KM CONSTRUCTION CONTRACTOR 5/14/1997 1/6/2009 DASCOC *066KD SABEYC *953RE GENERAL UNUSED Bond Information https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= SABEYCI033KM 08/07/2008 GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH THE CURRENT "GENERAL CONDITIONS," AND BUILDING STANDARDS AS PROVIDED BY THE BUILDING OWNER. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF DIFFERENT TRADES. 3. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR ANY MISSING DIMENSIONS. 4. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWING ONLY WILL NOT SATISFY THIS REQUIREMENT. 5. ALL MODIFICATIONS, REQUIRING OWNER OR ARCHITECT APPROVAL WILL NOT BE VALID UNLESS AUTHORIZED IN WRITING BY OWNER AND /OR ARCHITECT. 6. WITHIN FIVE (5) BUSINESS DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING BOTH THE ARCHITECT AND OWNER OF ANY ITEMS WHOSE ESTIMATED DELIVERY TO THE SITE WOULD BE LATER THAN THAT REQUIRED FOR TIMELY INSTALLATION IN THE CONSTRUCTION SEQUENCE SUBSTITUTION OF ALTERNATE ITEMS WITH SHORTER LEAD TIMES, PAYMENT OF RUSH FABRICATION OR DELIVERY CHARGES OUT OF SEQUENCE INSTALLATION, OR DELAY OF INSTALLATION OPTIONS TO BE AT THE SOLE APPROVAL OF OWNER OR ARCHITECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODES AND ORDINANCES. 8. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS AND SHALL REPORT ANY CONFLICTS OR QUESTIONS FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE THE DRAWINGS. 9. THE USE OF WORD "PROVIDE" SHALL ALWAYS MEAN, "FURNISH AND INSTALL, CONNECT, OR SECURE" AS REQUIRED. 10. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND TRADE ASSOCIATES ACCEPTED STANDARDS. 11. CONTRACTOR SHALL PROVIDE A WRITTEN CONSTRUCTION SCHEDULE. THIS SCHEDULE SHALL INCLUDE DELIVERY LEAD TIMES OF CONSTRUCTION ITEMS, AND START AND COMPLETION DATES OF EACH PHASE. THE CONTRACTOR SHALL UPDATE AND PROVIDE SUCH SCHEDULE ON A BIWEEKLY BASIS. 12. WORK MUST BE SCHEDULED WITH THE BUILDING MANAGEMENT TO AVOID DISRUPTION TO THE TENANTS. 13. ACCESS TO AND FROM THE PROJECT SITE, SPECIAL CONDITIONS, NOISY WORK, TIMING OF WORK, INTERRUPTION OF MECHANICAL AND ELECTRICAL SERVICES, RELOCATION OF EXISTING EQUIPMENT, CASEWORK, FIXTURES, FITTINGS, ETC., MUST BE COORDINATED WITH THE BUILDING MANAGEMENT. 14. ADEQUATE CLEANUP, PROTECTION AND PLACEMENT OF ANY CEILING TILES AND /OR OTHER DISRUPTION TO THE ADJACENT TENANT IMPROVEMENTS MUST BE REPLACED BEFORE BUSINESS HOURS OF THAT TENANT IN ORDER THAT THE OCCUPANT WILL NOT BE INCONVENIENCED IN THE NORMAL CONTINUATION OF THEIR OFFICE HOURS. 15. EACH SUBCONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT WORK AND SHALL REPAIR SAID DAMAGE AT THEIR OWN EXPENSE. THIS INCLUDES ALL AREAS ON THE PREMISES SUCH AS: COMMON HALLWAYS, FREIGHT ELEVATOR VESTIBULES, ETC. 16. SCHEDULE THE USE OF THE ELEVATOR WITH BUILDING MANAGEMENT. 17. UPON COMPLETION OF ALL CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE LANDLORD WITH ONE SET OF "RECORD" AS -BUILT DRAWINGS. 18. ALL MATERIALS TO BE NEW UON. 19. PATCH ALL DISTURBED AND /OR DAMAGED AREAS AS REQUIRED TO ACCOMPLISH NEW WORK AND AS REQUIRED FOR FINISHED APPEARANCE. 20. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY BACKING, BLOCKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL FIXTURES, CASEWORK AND ALL OTHER ITEMS REQUIRING IT. 21. CONTRACTOR TO COORDINATE ALL FIRE ALARM WORK WITH BUILDING OWNER. 22. ALL PAINT AND FINISH MATERIAL COLORS SHALL MATCH ARCHITECT'S CONTROL SAMPLES AND REQUIRE ARCHITECT'S REVIEW PRIOR TO INSTALLATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 23. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW ON CABINETWORK, MILLWORK AND ANY OTHER SPECIAL ITEMS REQUIRING CUSTOM SHOP FABRICATION. SUBMIT TO ARCHITECT THREE (3) COPIES FOR REVIEW. 24. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 25. THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE A COMPLETE LIST. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. SY BOLS ELEVATION REFERENCE SYMBOL U DETAIL ID D SECTION REFERENCE SYMBOL DETAIL REFERENCE SYMBOL DTL SHT SHEET NO. COLUMN AND /OR GRID LINE SYMBOL DIMENSION LINE: ANGLE © AT CENTERLINE DRAWING TITLE BAR FLOOR ELEVATION SYMBOLS 92' -0" +1' -0" NOMINAL FLOOR • l ELEVATION HEIGHT (ABOVE /BELOW) BUILDING SPACE / ROOM ID OFFICE SPACE NAME -�*- -- SPACE NUMBER 1127 DOOR SYMBOL DOCUMENT SHEET SYMBOL INDICATES FINISHED SURFACES TO ALIGN DETAIL IDENTIFICATION DRAWING TITLE GRAPHICAL SCALE -�-- -- KEYED SHEET NOTES - -- GLAZING SYMBOL REVISION NUMBER ARCH / INTERIOR ABBREVIATIONS BUILDING SUMMARY ADJ AFF ALT ALUM APC - APPROX - ARCH - ACT AV BLDG BOT CAB - CL CLG CLR COL CONC CONF DEMO DEPT DF DIA DIFF DIM DTL DW DWG EA EL ELEC ELEV EQ EQUIP EXT FA FD FE FEC FFE FI N FLUOR FLR FO FOIC FU RR GA GC GL GWB HC HDW HM HR INCL INFO INSUL LAV LF MATL MAX MDF FTIC - ADJUSTABLE ABOVE FINISH FLOOR ALTERNATE ALUMINUM ACOUSTICAL PANEL CEILING APPROXIMATE ARCHITECTURAL ACOUSTICAL CEILING TILE AUDIO VISUAL BUILDING BOTTOM CABINET CENTER LINE CEILING CLEAR COLUMN CONCRETE - CONFERENCE DEMOLITION DEPARTMENT - DRINKING FOUNTAIN - DIAMETER DIFFUSER DIMENSION DETAIL DISHWASHER DRAWING EACH ELEVATOR ELECTRICAL ELEVATION EQUAL EQUIPMENT EXTERIOR FIRE ALARM FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOOR ELEVATION FINISH FLUORESCENT FLOOR FACE OF FURNISHED BY OWNER, INSTALLED BY CONTRACTOR FURNISHED BY TENANT, INSTALLED BY CONTRACTOR - FURRING -- GAUGE - GENERAL CONTRACTOR GLASS - GYPSUM WALLBOARD -- HANDICAPPED - HARDWARE HOLLOW METAL (STEEL FRAME) HOUR INCLUDED OR INCLUDING INFORMATION INSULATION LAVATORY LINEAR FOOT MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECH MEZZ MFR MIN MISC MTD MTL N/A NIC NTS QC OFF OPNG OVHD P PART PERF PERIM PERP PLAM PLYWD QTY (R) RA RCP REC REF REFR REL REV RM RO RTD SCHED SF SHT SIM SPEC SPKLR SPKR SQ STD STL STO R STRL STRUC SYMM TBD TEL TEMP THK TO TOS TYP UON UPS VCT VIF W/ WC WD W/O - MECHANICAL - MEZZANINE - MANUFACTURER - MINIMUM - MISCELLANEOUS - MOUNTED - METAL - NOT APPLICABLE - NOT IN CONTRACT - NOT TO SCALE - ON CENTER - OFFICE - OPENING - OVERHEAD - PAINT - PARTITION - PERFORATED - PERIMETER - PERPENDICULAR - PLASTIC LAMINATE - PLYWOOD - QUANTITY - RELOCATED - RETURN AIR - REFLECTED CEILING PLAN - RECESSED - REFERENCE - REFRIGERATOR - RELOCATE - REVISION OR REVISED - ROOM - ROUGH OPENING - RATED - SCHEDULE - SQUARE FEET /FOOT - SHEET - SIMILAR - SPECIFICATION - SPRINKLER - SPEAKER - SQUARE - STAN DAR D - STEEL - STORAGE - STRUCTURAL - STRUCTURAL - SYMMETRICAL - TO BE DETERMINED - TELEPHONE OR TELECOM - TEMPERED - THICKNESS - TOP OF - TOP OF SLAB - TYPICAL - UNLESS OTHERWISE NOTED - UNINTERRUPTED POWER SUPPLY - VINYL COMPOSITION TILE - VERIFY IN FIELD - WITH - WATER CLOSET - WOOD - WITHOUT DEFINITIONS AND DI ENSIGNS A. DEFINITIONS: 1. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. 2. "SIMILAR" OR "SIM." INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 3. "AS REQUIRED" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. 4. "ALIGN" INDICATES ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE, AND PLUMB RELATION ADJACENT MATERIALS. B. DIMENSIONS: 1. DIMENSIONS ARE INDICATED TO THE FACE OF FINISHED SURFACE AT ALL NEW AND EXISTING CONSTRUCTION, CENTER OF COLUMNS OR GRID LINES UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. A. STRUCTURAL DRAWINGS B. LARGE SCALE DETAILS C. SMALL SCALE DETAILS D. ENLARGED PLANS AND SECTIONS E. FLOOR PLANS 3. MINIMUM DIMENSIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDICATED AT THE FACE OF THE STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF ". 6. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINISH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. DOCUMENTS ARE DRAWN DIAGRAMATICALLY, AND SCALED DIMENSIONS ARE APPROXIMATE. DIMENSIONS SHALL INDICATE REQUIRED SIZE, CLEARANCES, AND RELATIONSHIPS ARE INDICATED BY DIMENSIONS AS NOTED. 1. PROJECT ADDRESS: SABEY DATA CENTER INTERGATE EAST BUILDING 5 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 2. APPLICABLE CODES & ORDINANCES: A BUILDING CODES INTERNATIONAL BUILDING CODE - 2006 B REGULATIONS & ORDINANCES NFPA C ACCESSIBILITY INTERNATIONAL BUILDING CODE - 2006 ICC /ANSI 117.1 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES - 2004 3. GENERAL BUILDING DESCRIPTION: TYPE OF CONSTRUCTION: - ICC CONSTRUCTION TYPE IA FIRE RESISTIVE SYSTEM: SPRINKLERED OCCUPANCY TYPE: B (SERVER FARM) 4. FIRE RESISTIVE CONSTRUCTION REQUIREMENTS: SHAFT ENCLOSURES: 2 HOURS EXIT STAIR ENCLOSURES: 2 HOURS CORRIDORS: 1 HOUR 5. PROJECT DESCRIPTION: UPGRADE TO EXISTING ROOF UNOCCUPIED BY ORIGINAL DESIGN ROOFTOP HVAC EQUIPMENT. EXISTING ROOF WAS DESIGNED FOR (99) 15,500 LB HVAC (SEE DIAGRAMS BELOW). NEW INSTALLATIONS OF HVAC UNITS ON THE EXISTING UNOCCUPIED ROOF AREA IS TO BE UPGRADED TO ACCOMMODATE NEW HVAC UNIT DESIGN AND WEIGHT. NEW VERTICAL BRACING IS BEING INSTALLED IN ORDER TO STAY WITHIN THE ORIGINAL ROOF DESIGN LATERAL FORCE PARAMETERS AND TO AVOID MODIFICATION TO EXISTING OCCUPIED ROOF DESIGN LATERAL EXISTING VERTICAL BRACING FORCE LEVELS REMAIN BELOW ORIGNAL DESIGN PARAMETERS. OVERALL BLDG BASE SHEAR INCREASES < 5.0 %. NO CHANGES TO THE STRUCTURE OCCUR BELOW THE 3RD FLOOR (ELEVATION +40' -0 "). STREET MAP TENANT: Sabey Data Center Intergate East 3355 South 120th Place Seattle, WA 98168 Tel: 206.243.0175 Fax: 206.243.0269 ATTN: JOHN SASSER BUILDING MANAGER: Sabey Intergate West 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 Tel: 206.277.5212 Fax: 206.282.9951 ATTN: SANDRA SUSKIC STRUCTURAL ENGINEER: Engineers NW, Inc. 6869 Woodlawn Avenue, NE Seattle, WA 98115 Tel: 206.525.7560 ATTN: DAN LAKE EMAIL: danl©enwseattle.com GENERAL CONTRACTOR: Sabey Construction Intergate West 12201 Tukwila International Blvd. Fourth Floor Seattle, WA 98168 Tel: 206.281.8700 Fax: 206.281.9951 ATTN: Marcelo Garces EMAIL: marcelog®sabey.com WA License: SABEYC1033KM HVAC CONTRACTOR: TBD ELECTRICAL CONTRACTOR: TBD DRAWING INDEX `DRAWING ISSUED PROJECT TEAM GENERAL G.0.0 COVER SHEET / PROJECT INFORMATION G.0.1 SITE PLAN STRUCTURAL S0.1 GENERAL NOTE & LOADING S5.1 FRAME ELEVATIONS S5.2 FRAME ELEVATIONS S5.3 FRAME ELEVATIONS S5.4 FRAME ELEVATIONS & CONNECTIONS ROOF PLAN - N.T.S. FUTLRE RAC "NT � RIME E ALL`: 'ALE H VAC WI' 392X. umrri o L ITS 31.1K 71110Z t) AbOmO AL L kt) UNTIL GRID L 1 AI1 ' E IE ; 1 1 t UNITS 15.S r_( ;T PENTHOUSE ITS SEPARATE PERMIT REQUIRED FOR: hanical NI *Plumbing lumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be dma a to the scope Of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY Permit No. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 2 820 8 Of Tukwila E3UILDING DIVJSION City of Tukwila BUILDING DIVISION Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted "Marla). Receipt of approved Reid •'. and � rrr � is admowkxlged BY Date: SABEY ARCHITECTURE A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 3355 South 120th Place Seattle, WA 98168 Professional seal No. Issue Description Drawn by: SS Project No: REVIEW/ PERMIT Reviewed by: KA Date 06/13/08 r, C EIVc rr Crn(OF TUKWILA JIJN 2 0 YON PERMIT CENTER COVER SHEET / PROJECT INFORMATION Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.0 w c.ni- u�.nw� 11. 57 ° . ( 1 ) I Ill 1 ► - 3) iniu ❑iwi:Gil000wGG:6 :w0006 : wf / *IIr .. ■G..wG.G ■G.GY:r:.:. 3355 S. 120TH PL. — 19.1_10iti 11 SOUTH j24TH OT E T ARIA WOR SITE PLAN 1 OF 1 1 1 1 1 1 1 1 o ® U MINN 8126w sn�r erN N.T.S. W1 a i __ - =--- ...wr .E - - - - - -- - ___ _ ______ 15.,... 11111111 LEGAL DESCRIPTION: LOTS 1 THROUGH 8, INCLUSIVE, IN BLOCK 5 AND LOTS 1 THROUGH 8, INCLUSIVE AND LOTS 25 THROUGH 32, INCLUSIVE, IN BLOCK 6 OF "RIVERTON ". A REPLAT OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY: TOGETHER WITH THAT PORTION OF VACATED 34TH AVE. S. VACATED BY ORDINANCE NO. 8689 ON OCTOBER 10, 1988 LYING BETWEEN SAID BLOCKS 5 AND 6: TOGETHER WITH THAT PORTION OF THE SOUTH 1/2 OF VACATED SOUTH 124TH STREET, THAT PORTION OF THE NORTH 1 /2 OF VACATED SOUTH 125TH STREET AND THAT PORTION OF THE EAST 1/2 OF VACATED 34TH AVENUE SOUTH WHICH, PURSUANT TO KING COUNTY ORDINANCE NO. 8893, ATTACHED TO SAID PARCEL BY OPERATION OF LAW: EXCEPT THEREFROM THAT PORTION OF LOTS 1 AND 2 IN BLOCK 5 OF "RIVERTON ", A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, AS PER PLAT RECORDED IN VOLUME 13 OF PLATS, PAGE 36, RECORDS OF KING COUNTY, LYING WESTERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 2, SAID POINT BEING 100 FEET DISTANT SOUTHERLY FROM THE NORTHWEST CORNER OF SAID LOT 1; THENCE NORTHEASTERLY TO A POINT ON THE NORTHERLY BOUNDARY OF SAID LOT 1, SAID POINT BEING 30 FEET DISTANT EASTERLY FROM THE NORTHWEST CORNER OF SAID LOT 1 AND THE END OF THIS LINE DESCRIPTION; AND EXCEPT THE SOUTH 30 FEET OF LOTS 8 AND 25 IN SAID BLOCK 6 CONVEYED TO KING COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED UNDER RECORDING NO. 8810200800: AND EXCEPT THE EASTERLY 10 FEET OF LOTS 1 THROUGH 8 IN SAID BLOCK 6, CONVEYED TO THE CITY OF TUKWILA BY DEED RECORDED UNDER RECORDING NO. 9203260787: SITUATED IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. APN #- 102304 -9069. REVIEWED FOR CODE COMPLIANT APPROVED JUL 2 8 2008 Cif 1uklla SABEY ARCHITECTURE A Tenant Improvement for: SABEY CORPORATION 12201 Tukwila International Blvd. Suite 400 Seattle, WA 98168 Tenant: SABEY DATA CENTER Intergate East, Building 5 3355 South 120th Place Seattle, WA 98168 Professional seal No. Issue Description Drawn by: SS Project No: REVIEW/ PERMIT RECEIVED CITY OF TUKWILA JUN 2 01008 PERMIT CENTER Reviewed by: KA SITE PLAN LEGAL DESCRIPTION Date 06/13/08 Original drawing is 24" x 36 ". Scale entities accordingly if reduced G.0.1 THE FOLLOWING NOTES ASTM'S NOTED ARE TO 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load GENERAL NOTE APPLY UNLESS NOTED OTHERWISE - BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center (Microsoft TK5) 3355 S. 120 Place Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code Code supplement & Date - N/A See snow load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Drifting snow is not required in the design. Ss = 1.403, Si = 0.484, Ie = 1.5, Site Class Seismic Design Category = "D ", SDS = 0.935, SD1 = 0.489. Equivalent Lateral Force Procedure Basic wind speed (3 sec.gust) = 85 Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpI Collateral loads were not included used. (mph)- - + 0.18 in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. EXISTING FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1998 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND PASSIVE RESISTANCE OF 300 PCF. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 PCF (USE NON- EXPANSIVE GRANULAR BACK FILL PER SOILS REPORT) AND A 250 PSF SURCHARGE WHERE TRUCK TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. EXISTING & NEW CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN CEMENT PER CU. YD FOR ALL SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN. CEMENT PER CU. YD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185, REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. STRUCTURAL STEEL ST L AND MISCELLANEOUS EEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD " PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: (Fy= 50,000 PSI) (Fy= 36,000 PSI) (Fy= 46,000 PSI) (Fy= 55,000 PSI) WIDE FLANGE SHAPES ASTM A -992 OTHER SHAPES AND PLATES ASTM A -36 TUBE COLUMNS ASTM A -500, GRADE B WELDHEAD STUDS ASTM A -108 MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -6 AND E -6. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. SPECIAL INSPECTIONS S INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. EXIST PENTHOUSE ORIGINAL ROOF TOP HVAC DESIGN SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PR ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE BTWN. = BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING B.O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG, = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER M.O. = MASONRY OPENING FIELD AND SHALL PROVIDE ADEQUATE DURING CONSTRUCTION. CONTRACTOR IOR TO INSTALLATION. N.F. N.T.S. o/c O.F. O.S. 0.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. IE JE PROCT DESCRIPTION UPGRADE TO EXISTING ROOF UNOCCUPIED BY ORIGINAL DESIGN ROOFTOP HVAC EQUIPMENT. EXISTING ROOF WAS DESIGNED FOR (99) 15,500 LB HVAC UNITS (SEE DIAGRAMS BELOW). NEW INSTALLATIONS OF HVAC UNITS ON THE EXISTING UNOCCUPIED ROOF AREA IS TO BE UPGRADED TO ACCOMMODATE NEW HVAC UNIT DESIGN AND WEIGHT. NEW VERTICAL BRACING IS BEING INSTALLED IN ORDER TO STAY WITHIN THE ORIGINAL ROOF DESIGN LATERAL FORCE PARAMETERS AND TO AVOID MODIFICATION TO EXISTING OCCUPIED TENANT SPACES. EXISTING VERTICAL BRACING FORCE LEVELS REMAIN BELOW ORIGNAL DESIGN PARAMETERS. OVERALL BLDG BASE SHEAR INCREASES < 5.0 %. NO CHANGES TO THE STRUCTURE OCCUR BELOW THE 3RD FLOOR (ELEVATION +40' -0 "). r — (99) UNITS ® 15,500 LBS = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE FUTURE 4LLOWABLE HVAC WTI = 180K FUTURE ALLOWABLE HVAC WT = 392K (8) UNITS 36K DRAWING LIST SHEET CONTENTS 50.1 GENERAL NOTE & LOADING S5.1 FRAME ELEVATIONS S5.2 FRAME ELEVATIONS S5.3 FRAME ELEVATIONS S5.4 FRAME ELEVATIONS & CONNECTIONS NOTE: DRAWINGS COORDINATE WITH ORIGINAL DESIGN DRAWINGS. (2) U ITS 30K - (6) UNITS CD 7.5K 20K I 20K 12K t - 1.1 , 1< 1.1K 1.1K 1.1K NO ADDITIONAL LOAD UNTIL GRID L IMPROVEMENTS (1 1) UNITS © 15.5K EXIST PENTHOUSE (40) UNITS © 15.5K CURRENT & FUTURE ROOF TOP HVAC DESIGN RECEIVED CITY OF TUKWILA JUN 202008 PERMIT CENTER NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S 0 • l THE FOLLOWING NOTES ASTM'S NOTED ARE TO 3. DESIGN LOADS a. Roof Live Load b. Snow Load c. Seismic d. Wind Load GENERAL NOTE APPLY UNLESS NOTED OTHERWISE - BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Sabey Data Center (Microsoft TK5) 3355 S. 120 Place Tukwila, Washington 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2006 International Building Code Code supplement & Date - N/A See snow load Basic ground snow load - Pg = 25 psf Basic roof snow load - Pf = 25 psf Thermal factor - Ct = 1.0 Importance factor - Is = 1.0, Snow exposure factor - Ce = 1.0 Drifting snow is not required in the design. Ss = 1.403, Si = 0.484, Ie = 1.5, Site Class Seismic Design Category = "D ", SDS = 0.935, SD1 = 0.489. Equivalent Lateral Force Procedure Basic wind speed (3 sec.gust) = 85 Exposure B Importance factor Iw = 1.0. Internal pressure coefficient GCpI Collateral loads were not included used. (mph)- - + 0.18 in uplift design OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. EXISTING FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500PSF, IN ACCORDANCE WITH SOILS REPORT NO. E- 2579 -13 DATED SEPTEMBER 23, 1998 PREPARED BY EARTH CONSULTANTS, INC. THE SITE SHALL BE PREPARED PER SOILS ENGINEER RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR SOLELY ON MATERIAL PREPARED PER SOILS REPORT. ALL ENGINEERED FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY SOILS ENGINEER. ALL EXTERIOR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. A COEFFICIENT OF FRICTION OF 0.35 BELOW FOOTINGS AND PASSIVE RESISTANCE OF 300 PCF. FOR CANTILEVERED RETAINING WALLS WITH LEVEL BACK FILL USE AN ACTIVE PRESSURE OF 40 PCF (USE NON- EXPANSIVE GRANULAR BACK FILL PER SOILS REPORT) AND A 250 PSF SURCHARGE WHERE TRUCK TRAFFIC CAN OCCUR. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. ALL EXTERIOR SIDEWALK AND INTERIOR SLABS SHALL BEAR ON SOILS PREPARED PER AND APPROVED BY SOILS ENGINEER AND HAVE AN ALLOWABLE BEARING CAPACITY OF AT LEAST 1000 PSF. EXISTING & NEW CONCRETE F'c =4000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN CEMENT PER CU. YD FOR ALL SLABS. F'c =3000 PSI. @ 28 DAYS 5 -1/2 SACKS MIN. CEMENT PER CU. YD FOR ALL OTHER. USE TYPE I CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE MAY BE REQUIRED. SUBMIT FOR APPROVAL. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. LIMIT WATER CEMENT RATIO TO 0.45 AND USE TYPE V CEMENT WHERE SOILS "WATER SOLUBLE SULFATE EXCEEDS 0.20 PERCENT BY WT. ADD NO WATER TO CONCRETE AT SITE. IF INCREASED WORKABILITY IS REQUIRED, CONTRACTOR IS TO SUBMIT A MIX DESIGN THAT WILL ALLOW THE ADDITION OF A FIXED AMOUNT WATER REDUCING AGENT OR A FIXED AMOUNT OF SUPER - PLASTICIZER AT THE CONCRETE PLANT. DO NOT USE FLY ASH OR OTHER, NON - PORTLAND CEMENT, CEMENTUOUS MATERIALS IN CONCRETE FOR THIS PROJECT. ACI 306R IS TO BE FOLLOWED FOR COLD WEATHER CONCRETING. THE TESTING LAB MUST APPROVE THE CONTRACTORS METHOD OF COMPLIANCE AND CERTIFY THEIR APPROVAL WITH EACH CONCRETE TEST CYLINDER THEY CAST. TESTING LAB TO NOTIFY THE ARCHITECT IMMEDIATELY BY FAX AND PHONE OF ANY NONCOMPLIANCE. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185, REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES SHOULD THE REINFORCING SUPPLIER AND /OR DETAILER CHOOSE TO USE SOFT METRIC, EACH AND EVERY REBAR CALLOUT MUST BE INDICATED WITH BOTH SIZES WITH THE IMPERIAL SIZE FIRST THUS: " #4/ #13" NO EXCEPTIONS. A CONVERSION TABLE ALONE IS UNACCEPTABLE. WE WILL CHECK THE SHOP DRAWINGS TO THE IMPERIAL SIZES ONLY. IT WILL BE THE RESPONSIBILITY OF THE REINFORCING SUPPLIER AND THE GENERAL CONTRACTOR TO VERIFY THAT ALL CONVERSIONS TO METRIC SUPPLY AT LEAST THE SAME AREA OF STEEL AS THE IMPERIAL. STRUCTURAL STEEL ST L AND MISCELLANEOUS EEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", AND THE "CODE OF STANDARD " PRACTICE". STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: (Fy= 50,000 PSI) (Fy= 36,000 PSI) (Fy= 46,000 PSI) (Fy= 55,000 PSI) WIDE FLANGE SHAPES ASTM A -992 OTHER SHAPES AND PLATES ASTM A -36 TUBE COLUMNS ASTM A -500, GRADE B WELDHEAD STUDS ASTM A -108 MACHINE BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325N (U.N.O.) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY EXCEPT AT FRAMES. AT MECHANICAL PLATFORM FRAMES PROVIDE A325SC SLIP CRITICAL BOLTS AT CONNECTIONS PER SECTIONS A -6 AND E -6. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. ALL WELDING TO CONFORM WITH AWS 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION ". WELDS NOT SPECIFIED SHALL BE 1/4 ", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EQUAL ELECTRODES. WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. SPECIAL INSPECTIONS S INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED LOCAL BUILDING DEPARTMENT. FOUNDATION: SOILS ENGINEER TO INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS AS NOTED ABOVE. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. CONCRETE ANCHORS ALL FIELD INSTALLATION OF CONCRETE ANCHORS & ANCHOR BOLTS & ANCHOR BOLTS: ARE TO BE IN ACCORDANCE WITH CODE APPROVAL AND REQUIRE SPECIAL INSPECTION. (CONCRETE ANCHORS INCLUDE DRILLED IN ANCHORS & EPDXY ANCHORS IF SHOWN ON THESE DRAWINGS). WELDING: SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. EXIST PENTHOUSE ORIGINAL ROOF TOP HVAC DESIGN SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS OF SHOP DRAWINGS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL AND REINFORCING STEEL. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS AT NO COST TO THE OWNER AT E.N.W.'S OPTION. "SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PR ABBREVIATIONS ARCH. = ARCHITECT BAL. = BALANCE BTWN. = BETWEEN B. OR BOT. = BOTTOM BLDG. = BUILDING B.O.C.A. = BUILDING OFFICIALS CODE ADMINISTRATORS BRG, = BEARING C.M.U. = CONCRETE MASONRY UNIT COL. = COLUMN CONC. = CONCRETE C.I.P. = CAST IN PLACE CLR. = CLEAR CONT. = CONTINUOUS C.J. = CONSTRUCTION JOINT C.S.J. = CLOSURE STRIP JOINT D.S. = DRAG STRUT DWGS. = DRAWING EA. = EACH E.E. = EACH END EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E.F. = EACH FACE E.J. = EXPANSION JOINT EQ. = EQUAL E.S. = EACH SIDE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.O.S. = FACE OF STUDS F.O.W. = FACE OF WALL FTG. = FOOTING GA. = GAGE GALV. = HOT DIP GALVANIZED G.W.B. = GYPSUM WALL BOARD H. OR HORIZ. = HORIZONTAL I.C.B.O. = INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS I.F. = INSIDE FACE INC. = INCLUDING I.S. = INSIDE FACE K = KIP (1000 POUNDS) L.W. = LONG WAY M.B.S. = METAL BUILDING SUPPLIER M.R.S. = METAL ROOF SUPPLIER M.O. = MASONRY OPENING FIELD AND SHALL PROVIDE ADEQUATE DURING CONSTRUCTION. CONTRACTOR IOR TO INSTALLATION. N.F. N.T.S. o/c O.F. O.S. 0.T.O. REINF. REM. R.O. SECT. SIM. S.J. STL. SYMM. S.W. T. T.O.B. T.O.S. T.O.F. TYP. U.B.C. U.N.O. VFY. V. OR VERT. V.F.F. V.E.F. V.I.F. V.N.F. V.O.F. w/ w/o W.H.S. IE JE PROCT DESCRIPTION UPGRADE TO EXISTING ROOF UNOCCUPIED BY ORIGINAL DESIGN ROOFTOP HVAC EQUIPMENT. EXISTING ROOF WAS DESIGNED FOR (99) 15,500 LB HVAC UNITS (SEE DIAGRAMS BELOW). NEW INSTALLATIONS OF HVAC UNITS ON THE EXISTING UNOCCUPIED ROOF AREA IS TO BE UPGRADED TO ACCOMMODATE NEW HVAC UNIT DESIGN AND WEIGHT. NEW VERTICAL BRACING IS BEING INSTALLED IN ORDER TO STAY WITHIN THE ORIGINAL ROOF DESIGN LATERAL FORCE PARAMETERS AND TO AVOID MODIFICATION TO EXISTING OCCUPIED TENANT SPACES. EXISTING VERTICAL BRACING FORCE LEVELS REMAIN BELOW ORIGNAL DESIGN PARAMETERS. OVERALL BLDG BASE SHEAR INCREASES < 5.0 %. NO CHANGES TO THE STRUCTURE OCCUR BELOW THE 3RD FLOOR (ELEVATION +40' -0 "). r — (99) UNITS ® 15,500 LBS = NEAR FACE = NOT TO SCALE = ON CENTER = OUTSIDE FACE = OUTSIDE = OUT TO OUT = REINFORCING = REMAINDER = ROUGH OPENING = SECTION = SIMILAR = SHRINKAGE JOINT = STEEL = SYMMETRICAL = SHEAR WALL OR SHORT WAY = TOP = TOP OF BEAM = TOP OF STEEL TOP OF SLAB = TOP OF FOOTING OR (FRAMING) = TYPICAL AT ALL SIMILAR PLACES = UNIFORM BUILDING CODE = UNLESS NOTED OTHERWISE = VERIFY = VERTICAL = VERTICAL FAR FACE = VERTICAL EACH FACE = VERTICAL INSIDE FACE = VERTICAL NEAR FACE = VERTICAL OUTSIDE FACE = WITH = WITH OUT = WELD HEAD STUD = AT = CENTER LINE = PLATE FUTURE 4LLOWABLE HVAC WTI = 180K FUTURE ALLOWABLE HVAC WT = 392K (8) UNITS 36K DRAWING LIST SHEET CONTENTS 50.1 GENERAL NOTE & LOADING S5.1 FRAME ELEVATIONS S5.2 FRAME ELEVATIONS S5.3 FRAME ELEVATIONS S5.4 FRAME ELEVATIONS & CONNECTIONS NOTE: DRAWINGS COORDINATE WITH ORIGINAL DESIGN DRAWINGS. (2) U ITS 30K - (6) UNITS CD 7.5K 20K I 20K 12K t - 1.1 , 1< 1.1K 1.1K 1.1K NO ADDITIONAL LOAD UNTIL GRID L IMPROVEMENTS (1 1) UNITS © 15.5K EXIST PENTHOUSE (40) UNITS © 15.5K CURRENT & FUTURE ROOF TOP HVAC DESIGN RECEIVED CITY OF TUKWILA JUN 202008 PERMIT CENTER NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: CEO BRACING KEY MARK SIZE (O.D. x WALL THICKNESS) 1 E 6.625 x 0.432 2E 8.625 x 0.500 3E 10.75 x 0.500 4E 12.75 x 0.500 5E 14.0 x 0.500 6E 14.0 x 0.750 3144 99136032 ENGINEER: A. TUCKER I 9H/19 D.G. DATE: DRAWING REVISIONS SHEET NO: S511 30' -0" DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 'ON 30' -5 1' -6" ` BM. 1' -6" (E) GIRDER (E) W18x35 (E) W24x55 (E) W18x35 (E) W24x68 1 JOB NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S511 1' -6" 43' -0" ► 30' -0 1 far 30' - 0" .. 30' -0" .. 30' -0" 30' -0" r 30' -0" 30' -0" 30' -0" 30' - O" 30' -0" 30' -0" 30' -0" 29' -3i" 30' -5 1' -6" ` BM. 1' -6" (E) GIRDER (E) W18x35 (E) W24x55 (E) W18x35 (E) W24x68 (E) GIRDER (E) W21x62 (E) W21x62 (E) GIRDER (: GIRDER f►- O TV r s . WORK (E) W21 x62 r r.- (E) W21 x62 Gs O (E) W30x99 (E) W21 x62 (E) W21 x62 f (E) W21 x62 ` NEW BM POSSIBLE FUTURE T.O.S. .. _ q. (E) BEAMS (E) W21 x44 (E) W24x94(40) (E) W21x62 () 1 T.O.S. . S5.4 (E) W21x62 (E) W27x84 -- (E) W21 W21x62 \lir •/ • (E) W27x94 A p x (E) W21 x62 Nrempv (ID el (E) W30x99 (VERIFY) __... (E) W33x241 (E) W30x99 • 49 (E) W30x99 ) •/\ �r Q /(E) W27x84 •-I-- CO E) W14x120 L. O/\ (E) W27x84 (FIELD VERIFY) '$1 T.O.S. = 39' -5" TOP OF (E) 5' CON T.O.S. ALL = 27 ° T.O.S. 19 -5 w /T.S. 8x8x (E) W27x76 w /T.S. 8x8x (E) W27x84 ' (E) W27x94 - d L. 4x120 (E) W27x94 FF = 40' -0" 3RD FLR. (E) GIRDER (E) W33x11; E W33x152 (2 SP (E) W33x 14 - - _ (E) W27x94(40) (E) W27x94 (E) W30x99 (E) W30x99 (E) W33x130 r: \I �� SIM. COL. (E) W33x152 '\./ _ ; :::::.K E) W33x15 ` rli (iii)4. x120 (E) W33x201 ® (E) W33x 141 (E) W33x 152 (E) W33x201 (E) W33x201 E) 49 t E W33x 130 (E) W30x99 ( (E) W30x9 (E) W33x130 FF = 20'-0" I ) W30x1 2ND FLR. 0 el (E) W33x118 _ _ (E) W30x108 (E) W30x99 1 (VERIFY) S' T.O.S. = 39' -5�" (E) W30x99 GI el (E) W30x99 1Hk C4 E O W 30x108 - -- -- -- - - _ _. � � 3RD FLR. _ _ (E) W30x99 .. • ° 4 d 4 • . d ° a 4 6 ° .4 ' a.. ' d 4 • . ' —. , ' . 4 p , , ° 4 ' ° • a 4 4 4 4 — 4 . a e ,. e a e . e a d d' d e L a ' d d _ - V II _ �- (E) W30x99 1 I II■ °� \ TOP OF (E) 5�" CONC. WALL = 27' -0" ' T.O.S. = 19' -54•" (E) W30x99 (E) W33x118 &5:1)4 . 11111 Pr tie ' NOV (E) 10" SHOTCRETE WALL l'-O" (E) 10" SHOTCRETE WALL $» • 1 -2 (E) W30x99 '~ E X FRAIV1E ALONG GRID NOTES: - ' " 30-0 (E) 5'" T/U TO REMAIN 30'-0" 30-0 O r 3x 118 (E) W3Qx10 8' -0 (E) 5i" T/U TO REMAIN 23 -6 35' -1 1. FUTURE WORK THIS ELEVATION ONLY. 18' -0" 34 -0 (E) W30x99 �_ » = FF 20 0 (E) W24x55 (E) W30x99 (E) W24x55 2E 2E ( E ) W30x • 4% p a ' 4 r o p P' �" r V p d - r V • (E) W24x55 (E) W30x99 ► 1 (E) W30x99 1 • r V - p ry 4 0 p 4 r • 4 rp,, p • p 2E (E) W30x99 6 16- Nimpy 2E 2E (E) W30x99 4 - ; V p p p • 1 c r V p. 4 r FF = 40' -0" N. 3RD FLR. TOP OF (E) 54'" • CONC. WALL = 31' -6" FF = 20' -0" I 2ND FLR. 1o' —o "I EXIST. FRAME ALONG GRID 1 is " =1 -0 28' -7" 27' -4" 27' -4:" 27' -92" (E) W24x55 31' -44" 27' -9" (E) W24x55 22' - (E) 8" SHOTCRETE WALL (E) 51." T/U TO REMAIN NOTES:- 1. NO WORK THIS ELEVATION. . NEW BRACING OCCURS BETWEEN G RIDS B & E O 1 1 ' _," 27' -94" (E) W24x55 0 26' -2" (E) W24x55 29' -4" 26' -24" 3.-4" (E) W24x55 24'_7 " OW- (E) W30x99 (E) W30x99 K 41 . 2E �� (E) W30x9 •'� _ (E) W30x9 26' -2" 1' -8" Q. NEW BM. (E W24x55 r p p • 4 r p 4 r ' o p' d 4 r V • , p ' D 4 r .. p R 4 r N 7 p` t- - _a_, - 1 28'-7" Or- 8 1» 4' -9T" - T.O.S. (VERIFY) T.Q.S. = 39' -5 " T.O.S. = 19' -51" • • n NOTES 1. ALL PIPE ASTM A53 TYPE "E" GRADE "B" OR EQUAL. 2. NEW BRACING DESIGNATED O T MATCH EXISTING SIZE. n n n CODE COMPLIANCE APP ROVED JUL 2 8 2 008 City Of Tukwila I Nisi a O w W z 0 W z W Z � RECEIVED CITY OF TUKWILA JUN 2 01008 PERMIT CENTER ELEVATIONS 28' -7" . 27'-44" 27' -44" -. .- . 27' -94" 27' -9" _ _ 27'-94" 26' -2" 26' -24" .- , 26' -2" 27' 1» 27' -9" 27 -9 27 ' -94" 27' -9" 27 ' -9� 1" `--� 25 ' -7 " `✓ 25 -7 " 2fi , - » 10 ` BM. 1' -6" 12 (2 SPAN) T.O.S. = 68' -1 $» RIDGE T.O.S. = 68'-31-t" (VERIFY) 1'-i" 1'- " 13' -1" .. 6' -6 i" 6,-0.4,, 12 1 BEYOND 4' -941" —.� 1 -fi 1 ,_44„ 6 TYP 1 (VERIFY) (E) W33x201 (2 SPAN) S5.4 S5.4 T.O.S. -- Q. NEW BM. & COL. REINF. NP NEW ORK __... (E) W33x241 12 i . J SPAN) 1 ) TYP. T.O.S. (E) GIRDER (E) W33x11; E W33x152 (2 SP (E) W33x 14 (E) W33x118 (E) W30x99 (E) W30x99 (E) W30x99 r: \ (VERIFY) .. (E) W33x152 '\./ _ ; :::::.K E) W33x15 ` ' IF _ (E) W33x152 (E) W33x152 TYP. (E) W33x130 (E) W33x130 (E) W33x141 (E) W30x13�° (E) W33x130 (E) W33x130 ) W30x1 41 II 0 el (E) W33x118 _ _ (E) W30x108 (E) W30x99 1 (VERIFY) S' T.O.S. = 39' -5�" (E) W30x99 GI el (E) W30x99 1Hk C4 E O W 30x108 (E) 8x8 T.S. TYP. COL. (E) W33x118 FF = 40' -0" � � 3RD FLR. _ _ (E) W30x99 _ _ _ _ _ - _ �- (E) W30x99 1 I II■ °� \ TOP OF (E) 5�" CONC. WALL = 27' -0" ' T.O.S. = 19' -54•" (E) W30x99 (E) W33x118 &5:1)4 . 11111 Pr tie ' NOV -- 4iNsir TYP. (E) W30x99 (E) W30x99 x120 -- (E) W33x11$ (E) W30x99 Ilor (E) W30x99 O r 3x 118 (E) W3Qx10 ( E) W30x (E) W30x99 � ) W30x9 ' (E) W30x99 (E) W30x99 �_ » = FF 20 0 2ND FLR. de o. • Q : �' 4 • ° a 4 -" 4 . Q' a � a a e d ecal • ? A ad —" • °' A - a } o a a . ) Q d d. 4,e a Q o ! ' o ° .. ° ' ; : a a D 4 _ q a; av,A (" e D -r— (E)12x12 T.S. COL. 1— (E)12x12 T.S. COL. -A. (E)12x12 T COL. ( E)16x16 T.S. COL. • 84" 5 " © NEW COLS. FACE OF (E) COL. 8 1» " 4 24'-6:4" _ 29'_4$ 14' -8 " 34' -3�" `'4 34 ,_�" 1» 33' -0� FACE OF (E) COL. 8» 83' -4" ►1 83' - 4" —► 83' -4 r 24'- " 19' -7 24' -9 250'-0" (E) 10" SHOTCRETE WALL (E) 10" SHOTCRETE WALL E X 1ST . FRAME ALONG G R 1 D 7 NOTES:- (E) 52 T/U TO REMAIN (E) 51" T/U TO REMAIN (E) W24x55 (E) W30x99 (E) W24x55 2E 2E ( E ) W30x • 4% p a ' 4 r o p P' �" r V p d - r V • (E) W24x55 (E) W30x99 ► 1 (E) W30x99 1 • r V - p ry 4 0 p 4 r • 4 rp,, p • p 2E (E) W30x99 6 16- Nimpy 2E 2E (E) W30x99 4 - ; V p p p • 1 c r V p. 4 r FF = 40' -0" N. 3RD FLR. TOP OF (E) 54'" • CONC. WALL = 31' -6" FF = 20' -0" I 2ND FLR. 1o' —o "I EXIST. FRAME ALONG GRID 1 is " =1 -0 28' -7" 27' -4" 27' -4:" 27' -92" (E) W24x55 31' -44" 27' -9" (E) W24x55 22' - (E) 8" SHOTCRETE WALL (E) 51." T/U TO REMAIN NOTES:- 1. NO WORK THIS ELEVATION. . NEW BRACING OCCURS BETWEEN G RIDS B & E O 1 1 ' _," 27' -94" (E) W24x55 0 26' -2" (E) W24x55 29' -4" 26' -24" 3.-4" (E) W24x55 24'_7 " OW- (E) W30x99 (E) W30x99 K 41 . 2E �� (E) W30x9 •'� _ (E) W30x9 26' -2" 1' -8" Q. NEW BM. (E W24x55 r p p • 4 r p 4 r ' o p' d 4 r V • , p ' D 4 r .. p R 4 r N 7 p` t- - _a_, - 1 28'-7" Or- 8 1» 4' -9T" - T.O.S. (VERIFY) T.Q.S. = 39' -5 " T.O.S. = 19' -51" • • n NOTES 1. ALL PIPE ASTM A53 TYPE "E" GRADE "B" OR EQUAL. 2. NEW BRACING DESIGNATED O T MATCH EXISTING SIZE. n n n CODE COMPLIANCE APP ROVED JUL 2 8 2 008 City Of Tukwila I Nisi a O w W z 0 W z W Z � RECEIVED CITY OF TUKWILA JUN 2 01008 PERMIT CENTER ELEVATIONS CEO BRACING KEY MARK SIZE (O.D. x WALL THICKNESS) 1 E 6.625 x 0.432 2E 8.625 x 0.500 3E 10.75 x 0.500 @ 12.75 x 0.500 5E 14.0x0.500 6 E 14.0 x 0.750 JOB NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S5.2 30' -0" 1, -24„ T.O.S. A (E) W16x31 EXIST, GRIDER BEYOND (E) W16x31 (E) W16x31 EXIST. GRIDER BEYOND (E) W27x84 (E) W27x84 EXIST. GRIDER BEYOND (E) W16x31 (E) W16x31 EXIST. GRIDER BEYOND (E) W16x31 1 JOB NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S5.2 6" 17' -6" 30' -0" 30' -0" 30' -0" — 30' -0" 30' –O" 30' -0" 30' -0" 30' -0" 1, -24„ T.O.S. A (E) W16x31 EXIST, GRIDER BEYOND (E) W16x31 (E) W16x31 EXIST. GRIDER BEYOND (E) W27x84 (E) W27x84 EXIST. GRIDER BEYOND (E) W16x31 (E) W16x31 EXIST. GRIDER BEYOND (E) W16x31 (E) W16x31 T.O.S. (VERIFY) I �.. -• ---8x8 T.S. HORIZ. BRACE BEYOND-- --... (VERIFY) T.O.S. = 39' -5 (E) W24x68 0 0 (E) W24x68 (E) W24x68 (E) W24x68 (E) W27x84 • (E) W24x68 (E) W24x68 (E) W27x84 (E) W24x68 FF = 40' -0" 1 3RD ::XIST. R. TOP 51" ab d I TOP OF EXIST, CONC • N N. V NNN7" � • E) W24x68 CONC. WALL = 28' -0" (E) W24x68 •, , i' E) W24x68 – • E) W24x68 (E) W27x84 (E) W24x68 (E) W24x68 (E) W27x84 E) W24x68 WALL = 27, -0" T.O.S. = 19' -5 „ 1 FF = 20'-0" 2ND FLR. I ,, ° •• H v 1 -- d A ,1 ° a a • ° .A 4 d c ° a ' . 4 4 4 4 a' a • • ° � ° .: — • 4 da c 4 ° °' '. �. °• ° A a , ° - 4 o ° °` (O - 0 " I (E) 1 0" SHOTCRETE WALL (E) 10" SHOTCRETE WALL (E) 5;" T/U WALL TO REMAIN (F) 5! " T/I I WAI 1 Tn REMAIN lf) co 0 I N 3t (U CO 0 M 01 01 I tU w J W X ('J lf) >- W PI Q N CO 10 CO F 0' CO .-r 0T 0' 0, til 1- 0\ 0' u / Q. d c W / EXIST. FRAME ALONG GRID T.O.S. (VERIFY) FF = 40' -0" 1 3RD FLR, TOP OF EXIST. CONC. i o WALL = 27' -0" 4 1 FF = 20' -0" 2ND FLR. 0' -0" 1 FF = 40' -0 "I 3RD FLR, TOP OF EXIST, CONC. WALL = 27'-0" 1 FF = 20' –O" 2ND FLR. Io'-o "I 3 6 " =1 -0 6" EXIST. FRAME ALONG GRID 6" 27' -44" 1� (E) W27x102 (E) W27x102 iii 17' -6" (E) 10" SHOTCRETE WALL 28' (E�52" T/U WALL TO 9 RE �N 30' -0" EXIST. FRAME ALONG GRID 27' -4" 27' – NOTES:– 1. NO WORK THIS ELEVATION. HORIZ, ROOF (E) W27x102 27' -9" NOTES: - 1. NEW BRACING OCCURS BETWEEN GRIDS E & H. 30' -0" 30' -0" (E) W27x84 NOTES:– 1. NEW BRACING OCCURS 2 PLACES GRID A. 30'-0" 27' -94 S5. TYP. 29' -4g" (E) W27x84 26' -2" 30' -0" 26' -24 (E) W27x84 24' -7R" 30' -0" NEW WORK 26' -2" (E) W27x84 24' –6" (E) W18x35 o ,, (E) 1 E I C 5B E REMOVED ►li 30' -0" 30' -0" ALL i.- 27' RIDGE (E) W27x84 30' -0" (E) W18x35 1 27' -9" (E) W27x84 24' -6." ►li (E) W24x62 (E) W18x35 27' -9:" HORIZ. ROOF (E) W27x94 29'-413" (E) W18x35 27' -9 RUSS BEYOND E) W27x102 14' -8" 30' -0" 30' -0" NOTES: 1. ALL PIPE ASTM A53 TYPE "E" GRADE "B" OR EQUAL. 2. NEW BRACING DESIGNATED O TO MATCH EXISTING SIZE. (E) W27x102 27' -9" 30' -0" 27' -9" 25' -77 (E) W27x102 (E) W27x102 SHOTCRETE WAL /U WALL TO R MAIN 19' -7" 29'– 33'-0 E) W33x14 0 d r ii/ ✓ _ jg(f( //f` Ag.dikii"� /.0, A s t '''gr A / l 1 r ) 111 R USS BEYOND (E) W27x102 (E) W27x94 (E) W27x94 (E) 8x8x* T.S. HORIZ. BRACE (E) W30x99 (E) W30x99 (E) W30x 108 (E) W30x99 (E) W33x118 (E) W33x118 (0 y ®/10 (E) W33X141 ) W33X14 (E) W33X141 4E 4E 4E 4E 4E 4E (E) W33X141 A W33X1N E) W33X141 (E) 10" (E) 51" 34' –3i" (E) W27x102 „ T.O.S. TOP OF EXIST. 51" CONC. WALL = 28' -0" T.O.S. = 19' -51" i i ii i i i i if i i a i i� i o � i ii i o. � i i i i i i i i i i i i i i i� i i i i�.� r ii i i i i i i i i i if i o� i i i. i i i i i i i ii i�,� i ii i i i i i o i o i i i ii i i i o i i i i � i i i�,✓ i i i 1' -2 T.O.S. = 39' -51" T.O.S. = 19' -5i" R EVikk 9 m APPRO JUL 8 2993 � •- - CO lf) CO Ic CO CV o p o w CV I F = CO CO 0 r W Li RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER CEO BRACING KEY MARK SIZE (o,D. x WALL THICKNESS) 1 E 6.625 x 0.432 2E 8.625 x 0.500 3E 10.75 x 0.500 4E 12.75 x 0.500 5E 14.0 x 0.500 6E 14.0 x 0.750 31ba 99136032 ENGINEER: A. TUCKER n T9l D.G. DATE: DRAWING REVISIONS SHEET NO: S 5 .3 30' -0" DRAWING SUBMITTALS SUBMIT FOR PERMIT SUBMIT FOR BID SUBMIT FOR CONSTRUCTION 'ON 1 ,_ 6 ,I -- 0.- - ALTERNATE APPROVED -r r.- (VERIFY) A 1 JOB NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S 5 .3 T.O.S. ( 43' -0" r •. 30' -0" _ 30' -0" -- ► 30' -0" • / ► 30' -0" r 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 30' -0" 29' -33" 30' -6i" 1 ,_ 6 ,I -- 0.- - ALTERNATE APPROVED -r r.- (VERIFY) A s (E) W21x57 r t► "Al r.- r r- r r .w r 1 r EXIST, GIRDER (E) W21x57 r (E) W21x57 r EXIST, /GIRDER (E) W21x57 r Mi.. T.O.S. (VERIFY) w/ T.S.8x8x' w M- NEW —r- BMS. (E) W21x57 -� BRACE LOCATION EXIST. GIRDER EXIST. GIRDER S5 4 TYP. EXIST. i GIRDER EXIST. GIRDER NEW WORK EXIST, GIRDER -•— NEW BMS. (E) W21x57 3RD FLR. `© (E) W21x57 I (E) W27x94 ( 6E 6E 6 _ ( (E) W21x57 (E) W21x57 Anigarmaimok /■ ! (E) W21x57 (E) W21x57 MIEBEr x57`" � (E) W21x57 _ w/ T.S.8x8x2 (E) W27x94 (43) (E) W27x94 (43) w/ T.S,8x8x2 (E) W27x94 1 ( w/ T.S.8x8x2 (E) W27x94 4E w/ T,S,8x:x2 4E (E) W27x94 w/ .S.8 8x2 4E 4E (E) W27x94 i w/ T,S,8x8x2 4E 4) ' (E) W27x94 , w/ • /�`•:x2 4N 4N ( E) W24x68 ���1� w/ T.S.8x8xi 4 TYP, w/ T.S,8x8xi 4 �� � it w/ •,��• 84 4N 4N j ( E) W27x94 4E N/ ' .8 : xi 4E ( E) W27x94 w/ . . :xi 4E 4E (E) W27x94 w/ T.S,B xi 4E 4E (E) W27x94 w/ T.S.8x84 (E) W24x76 (E) W24x76 w/ T.S.8x8x ' (E) W24x68 (E) W24x68 S5.4 (E) W24x68 S5.4 (E) W24x76 1 F.F.= 40' -0" I 3RD FLR, I ,I ��i � M r 6E 6E (E) W27x94 -Imo j •I (E) W27x94 (E) W27x94 (E) W27x94 (E) W27x94 1 6 E 6 E (E) W27x94 6E 6E (E) W27x94 (E) W24x68 (E) W24x68 (E) W24x76 (E) W27x94 ( E) W27x94 F.F,= 20' -0" 2ND FLR. I . • A � d .4 d' d ., dd •' . °a d. o 1 • .4 •. d 4 4' ZI I• • C all -^6 '46 4 . d. 11 • • A . � , ' d .a d• 4 4 • . d m • ° q d ° AA .4 •. d •A 4' Q 4 411' -6" r '� ..� .' ¢• 4 d' d • _' . 4 ' d d 4 d ' . :1A d A& 4 . d 4 d • 4 d — I 0 • NEW FRAME 10' -0" 10' -0" 10' -O" 10' -0" 10' -0" 10' -0" —5? TYP. CO INT. COLS. GRID('i (E) 12" CONCRETE WALL (E) 12" CONCRETE WALL ` T.O.S. ( 43'-0" 3 30'-0" 3 30'-0" 3 30'-0" 3 30' -0" 3 30' -0" 3 30'-0" 3 30'-0" 3 3C-0" (E) W21x57 ( EXIST. E EXIST. E r y y M r rM .- - -- 0.- - -,1 - -r r.- (VERIFY) A r r r A r w/ T.S,8x8x2 w w/ T.S.8x8x' w • ( w/ T. /8x8 2 w w/ .:,8 x2 w w/ T,S.8x8x2 w w/ T.S,8x8x2 w w/ T,S.8x8x2 1 F.F.= 40' -0" ( 3RD FLR. (E) W24x68 ( (E) W27x94 ( 6E 6E 6 _ ( _ ( (E) W24x76 ( _ ( _ ( 1 F.F.= 20' -0" I I ( 2ND FLR. _ 1 r 1 ( _ 1 r _ _ 1 . • 1 • 9 - - ' . 1 l - - - - - _ 28' -7" r 27 -41 27'-4.4" `- 27' -94" 27'-9" 27' -94" v 26' -2" V 26' -24„ 26' -2" 4,_92„ 1'_6 ..-- 250' -011" EXIST. GIRDER 1 12 TO REMAIN T.O.S. , y _ . _..•.. -. (VERIFY) (VERIFY) 1 _ (E) T.S. COL TYP. 1 F.F.= 40' -0" I (E) W27x84 _ (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W24x76 (58) T (E) W24x76 (58) W30x99 (24) T.O.S. =39' -52" 3RD FLR. ! r • EXIST. COL. TYP. _ TYP. �) F.F. =20' -0" J (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W27x84 (E) W24x76 (58) (E) W24x76 (58) W30x99 (24) T.O.S.= 19' -52" 2ND FLR. I 1 • F.O. a EXIST. COL. N 8i 52" TYP. CAD INT. COLS. 83" 83' -4" 83' -4" 83' -4" ..- - ..- r r• 250' -0" iV=1' -0" NOTE: SEE SHEETS S5.4 & S6.1 FOR TYP. DETAILS. EXIST. FRAME GRID (9 NOTE: NO WORK THIS ELEVATION. EXIST. FRAME ALONG GRIDS 3 ) & 1 1 6 ".1 , _0" NOTE: NO WORK THIS ELEVATION. T.O.S. (VERIFY) T.O.S.= 39' -52" T.O.S. =19' -5• $ NOTES; 1. ALL PIPE ASTM A53 TYPE "E" GRADE "B" OR EQUAL. 2. NEW BRACING DESIGNATED MATCH EXISTING SIZE. n BRACE PER ELEV. & SHED. WELD PER T.O. 1 9' - " (VERIFY) T.O.S. T,O.S,= 39' -52 " REVIEWED FOR - CODE COMPLIANCE APPROVE JUL 2 8 2008 qty Of TukWila NG •1 JSrQN ► z = cn 0 RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER ELEVATIONS iV=1' -0" NOTE: SEE SHEETS S5.4 & S6.1 FOR TYP. DETAILS. EXIST. FRAME GRID (9 NOTE: NO WORK THIS ELEVATION. EXIST. FRAME ALONG GRIDS 3 ) & 1 1 6 ".1 , _0" NOTE: NO WORK THIS ELEVATION. T.O.S. (VERIFY) T.O.S.= 39' -52" T.O.S. =19' -5• $ NOTES; 1. ALL PIPE ASTM A53 TYPE "E" GRADE "B" OR EQUAL. 2. NEW BRACING DESIGNATED MATCH EXISTING SIZE. n BRACE PER ELEV. & SHED. WELD PER T.O. 1 9' - " (VERIFY) T.O.S. T,O.S,= 39' -52 " REVIEWED FOR - CODE COMPLIANCE APPROVE JUL 2 8 2008 qty Of TukWila NG •1 JSrQN ► z = cn 0 RECEIVED CITY OF TUKWILA JUN 2 0 2008 PERMIT CENTER ELEVATIONS BRACE PLATE "t" x "w" WELD "a" "b" 6 „ 0 2 x10” 2 4" 7" 8 "0 ® 1"x1' -1" g" 13" 10 "0 1 "x1' -3" 2" 12" 12 "0 4N 14 "x1' -4" 1" 14" BRACE PLATE "t" WELD "a" "b" 12 "0 4N 14 „ 2„ 14 " 14 "0 0 1 2" 16" 14"0 6N 12" I" 18" BRACE PLATE "t" WELD "a" "b" 12 "0 4N 11" 1„ 2 14 " 14 "0 1 1„ 16 14"0 6N 12 " g" 18" BEAM WELD "A" PLATE "B" W16 1" 2 A„ 4 W18 2„ 3 „ W21 g„ 1„ W27 .,' 8 14„ W30 $„ 1 4" W33 in 14„ BEAM PLATE "t" WELD "a" W24 1" g" W27 14" " W30 1.4 27' 9 " W33 12" i" JOB NO: 99136032 ENGINEER: A. TUCKER DRAWN: D.G. DATE: 5 -27 -08 SHEET NO: S5.4 w r EXIST. FRAME ALONG GRID 1 F.F. ilg"= EXIST. GIRT & SIDING PLATE "t" PER SCHEDULE 8 1" I REFERENCE ONLY. ` CONNECTION NOT USED. 1' -6" W.P. z R 16 BRACE PER ELEV. & SCHEDULE EXIST. COL, TYP. SLOT BRACE FOR PLATE » a " „ MIN. CONT. 20GA CLOSURE STRIP . "0x32" W.H.S. ©12"oc TYP. BM. CONN. r aw 11 - NOTE: REMAINDER PER cif WF BM. PER PLAN BRACE PER ELEV. 16 BM. PER ELEV. BRACE PER ELEV. & SCHED. WELD PER DETAILS 0 & 3U C2) Ce S R "B » SLOT EXIST. COL. WEB FOR PLATE 16 16 R. "t" PER SCHED. DETAIL EXIST. COL. COL. [VARIES] 2' -O" MIN. R 1" SLOT EXIST. COL. WEB FOR 1" R <TYP. BM. PER ELEV. » a » WF BM. PER PLAN BRACE PER ELEV. WELD PER DETAIL 10 tt „ TOP, BOT. & SIDE 1 F.F. T.S. TO BM> g" STIFF. R EA. SIDE BRACE PER ELEV. & SCHED. L STIFF. R . SIDE 13 -12 T.S.8x8 BRACE PER ELEV. & SCHED. / „J ///,'"7/ , //,,,,,,,,,,,,,,,,,,,,,,,,,,,,/ /,,,,,,,,, ,,,.,,,,,,,.,, REFERENCE ONLY. CONNECTION NOT USED. r— M AM MU M M MIK MR A — — - r R. "t” PER SCHED. R "t" PER SCHED. 4 EQUAL SPACES W.P. 4 EQUAL SPACES LOT T.S.8x8 FOR GUSSETT R : "0x3i" W.N.S. ©12"oc BM. PER ELEV. M. PER ELEV. C'1 w d " a » „• „ , 10 1 F.F. 1 TYP. ' t0 TYP> R & WELD PER DETAIL REINF CONT. BEHIND EXIST. COLUMN (LAP 4'--0" EA. SIDE) REFERENCE ONLY. CONNECTION NOT USED. MIN. Z ////// 1/ Mt/ ,,,,,,,,,,,,,, W.P. ,_ • • , A 5N COL. PER PLAN 2' -3" MIN. GRID (E) & 1' -11" MIN. 0TH GR S 3' -0" MIN. GRID E o & Q 1' -4" MIN. OTHER_ GRI a BRACE PER ELEV. WELD & R PER DTLS. 10 et0 TAB. BM. PER PLAN "Ox8" WHS SPACE PER ELEVATIONS SHOTCRETE CONC. WALL PER ELEV. BRACE PER ELEV. WELD & R PER DTLS. 10 & TT. &B. BM. PER ELEV. City Of 7iikwila BUILDING DI ISION d 0 z s1 qQz f rn 0 W LL. ti z w z � RECEIVED CITY OF TUKWILA JUN 20`1008 PERMIT CENTER 28' -7" 27' -44 27' -44" 27' -94" „ 27 -9 27' -92" 26 -2 26' -2i" 26'-2" 27' 9 " 27'-9" 27' -91" � 27, 9 - � 27'-9" 27 ,_ 9 �„ 25, ^7�„ 1 25' -7� 1 26' -10� >, 12 12 EXIST. GIRDER RIDGE . . EXIST. GIRDERS TO REMAIN � „ 4'-94" 4 1' -6" 4 1' -6” Ck. BMS. Q. BMS. T.O.S. = 39' -5 " T.O.S. = 19' -52» • 1 -- (E) 8" T.S. COL TYP. (E) 8" T.S. COL TYP. FF = 40' -0" I 3RD FLR. (E) 12" T.S. COL TYP. EXIST. 16" - .-- dL 1T. TYP. EXIST. 16" COL. T.S. COL --- I FF = 20' -0" °IP 2ND FLR. R N I0' -0 "I w I ( 8 " m —10" © " — 4? TYP. CO EXIST 12" 4? XIST. 16" 83' -4" 78' -6 83' -4" » 240 -0" 10 CO ® 83' -4" XIST. 16 78' -1" L.L. ° m 83' -4" 490 -0" w r EXIST. FRAME ALONG GRID 1 F.F. ilg"= EXIST. GIRT & SIDING PLATE "t" PER SCHEDULE 8 1" I REFERENCE ONLY. ` CONNECTION NOT USED. 1' -6" W.P. z R 16 BRACE PER ELEV. & SCHEDULE EXIST. COL, TYP. SLOT BRACE FOR PLATE » a " „ MIN. CONT. 20GA CLOSURE STRIP . "0x32" W.H.S. ©12"oc TYP. BM. CONN. r aw 11 - NOTE: REMAINDER PER cif WF BM. PER PLAN BRACE PER ELEV. 16 BM. PER ELEV. BRACE PER ELEV. & SCHED. WELD PER DETAILS 0 & 3U C2) Ce S R "B » SLOT EXIST. COL. WEB FOR PLATE 16 16 R. "t" PER SCHED. DETAIL EXIST. COL. COL. [VARIES] 2' -O" MIN. R 1" SLOT EXIST. COL. WEB FOR 1" R <TYP. BM. PER ELEV. » a » WF BM. PER PLAN BRACE PER ELEV. WELD PER DETAIL 10 tt „ TOP, BOT. & SIDE 1 F.F. T.S. TO BM> g" STIFF. R EA. SIDE BRACE PER ELEV. & SCHED. L STIFF. R . SIDE 13 -12 T.S.8x8 BRACE PER ELEV. & SCHED. / „J ///,'"7/ , //,,,,,,,,,,,,,,,,,,,,,,,,,,,,/ /,,,,,,,,, ,,,.,,,,,,,.,, REFERENCE ONLY. CONNECTION NOT USED. r— M AM MU M M MIK MR A — — - r R. "t” PER SCHED. R "t" PER SCHED. 4 EQUAL SPACES W.P. 4 EQUAL SPACES LOT T.S.8x8 FOR GUSSETT R : "0x3i" W.N.S. ©12"oc BM. PER ELEV. M. PER ELEV. C'1 w d " a » „• „ , 10 1 F.F. 1 TYP. ' t0 TYP> R & WELD PER DETAIL REINF CONT. BEHIND EXIST. COLUMN (LAP 4'--0" EA. SIDE) REFERENCE ONLY. CONNECTION NOT USED. MIN. Z ////// 1/ Mt/ ,,,,,,,,,,,,,, W.P. ,_ • • , A 5N COL. PER PLAN 2' -3" MIN. GRID (E) & 1' -11" MIN. 0TH GR S 3' -0" MIN. GRID E o & Q 1' -4" MIN. OTHER_ GRI a BRACE PER ELEV. WELD & R PER DTLS. 10 et0 TAB. BM. PER PLAN "Ox8" WHS SPACE PER ELEVATIONS SHOTCRETE CONC. WALL PER ELEV. BRACE PER ELEV. WELD & R PER DTLS. 10 & TT. &B. BM. PER ELEV. City Of 7iikwila BUILDING DI ISION d 0 z s1 qQz f rn 0 W LL. ti z w z � RECEIVED CITY OF TUKWILA JUN 20`1008 PERMIT CENTER