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Home My WebLink AboutPermit D04-399 - SABEY DATA CENTER - WALL SCREENSABEY DATA CENTER 3355 S 120 PL EXPIRED D04-399 '~ w re 2 O 0 tn w = J F CO LL w o 2 g = • a � z = I- z I- w • w U � Contractor: p — Name: SABEY CONSTRUCTION INC. Phone: 206 -281 -4700 = Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA 1-- H Contractor License No: SABEYCI033KM Expiration Date:01 /06/2005 u. p ..z w U N I--_ O 1- Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 1023049069 3355 S 120 PL TUKW SABEY DATA CENTER 3355 S 120 PL, TUKWILA WA DESCRIPTION OF WORK: INSTALLING SOUND WALL SCREEN AT ROOF. Value of Construction: $232,000.00 Fees Collected: $3,548.80 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: Occupancy per IBC: 0010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City a: Tukwila Department of Con ::unity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: ci.tuktivila.wa.us SABEY CORPORATION Phone: 12201 TUKWILA INTERNATIONAL BL, FLOOR 4, TUKWILA WA BRIAN ELLINGSON Phone: 206 281 -4200 12201 TUKWILA INTERNATIONAL BL, FLOOR 4, TUKWILA WA Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: N Private: N Water Meter: doc: IBC - Permit DEVELOPMENT PERMIT D04 -399 Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -399 Issue Date: 12/15/2004 Permit Expires On: 06/13/2005 Printed: 12 -15 -2004 z Permit Center Authorized Signature: Signature: Print Name: doc: IBC - Permit k.L City o. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.wa.us D04 -399 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -399 Issue Date: 12/15/2004 Permit Expires On: 06/13/2005 Date: % -2—, -. 5-- °Y I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating coktstruction pr the perform nce of work. I am authorized to sign and obtain this development permit. Date: 1 � '"0-1 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. Printed: 12 -15 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 1023049069 Address: 3355 S 120 PL TUKW Suite No: Tenant: SABEY DATA CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: D04 -399 Status: ISSUED Applied Date: 11/02/2004 Issue Date: 12/15/2004 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: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: Conditions * *continued on next page ** D04 -399 Printed: 12 -15 -2004 :wA'at,i�iiK;S:�1cti. F' ti*.': a'.1'b�nkar��.�' "ti•4�"�i1�.�uE� - '��f "„�i.%rit;�« z C4 2 J o 0 0 0 • LLI III CI) u_ w 0 g � Li. = • a w z= I-- w ~ • W O • N o � w W IL. O .. U = 0 I Th City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or regulating construction or the performance of work. Signature: Print Name: doc: Conditions D04 -399 as outlined. All provisions of law and cancel the provision of any other work Date: i Z I s— ordinances or local laws Printed: 12 -15 -2004 CONTACT PERSON Name: CITY OF TUKWIL. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: Add �3� 1� j • �� „�. Contact Person: E -Mail Address: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record \applications \pcnnit application (7-2004) Company Name: p (� (� Mailing Address: 1g06T (J�C9-1 - Contact Person: Paec. 1 '.".? iFt'l t"t'' 7A $4S't.".151',�pa.2t4•;Y;,n,�� • Building Pertnit No. Mechanical Permit No. Public Works Permit No. Project No. For of ice use onl 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 ** 04 —�R SITE `LOCATION King Co Assessor's Tax No.: Suite Number: Floor:�- New Tenant: ❑ Yes l ress 4 Ce� ow_ e Tenant Name: f Property Owners Name: (�¢- � 1 � r I I , r p Mailing Address: T /2-2-0( f k 1.. a --�-," t' �✓ " T` 1 qt2 P4 (J 4 l (2).5 City State Zip b4-■ ?, Day Telephone: — � T fit,.. , �' � �,� —w�(2 (,- ��E (,J1, ��f(,6 Mailing Address: ' 1-2-c !� a City State Zip E -Mail Address: i 9 °��j- C4_01 Fax Number: 1-0( - 4 GENERAL CONTRACTOR INFORMATION (Mechanical Contractor . information on back page) Company Name: C w t " vim^ Mailing Address: 1' 1 ( .A✓ () - '((�- 5 rt-t,� W �t�t6g J City 2 State Zip Contact Person: Day Telephone: P(o '- - ? ( Fax Number: 7i(0, -' ( " < ZQ E -Mail Address: J Contractor Registration Number: si6� C L0?.,/`I\ Expiration Date: ei ( f 2�z * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** HITECT'OF RECORD - All plans.must be wet stamped by Architect of Record Company Name: Mailing Address: City State Zip City Day Telephone: Fax Number: State Zip Day Telephone: �t p , E -Mail Address: Fax Number: 7 ' 7'Z ce ��N;'Po�cs ^..�r,�'n��t �;•r,.,.�q..�.r'r�, -tu' Isar,. i�,,:. �., �': �..:—.' r+ �, a} +��.s�.;.;,,�.y,.- ,m- m� -+•rnu� BUILDING PERMIT INFORr TION -- 206 -431 -3670 tapplicationstpcimit application (7.2004) Paee 2 Valuation of Project (contractor's bid price): $ 2-3 2 cre.0" Existing Building Valuation: $ Scope of ork (please provide detailed information): `L- -- d 1--. ( / ti L•.�► \ 1 SC r-t�v� 1- i/ Will there be new rack storage? El .. Yes ...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑...Sprinklers ❑...Automatic Fire Alarm ❑...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safely Data Sheets. Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2n Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORr TION -- 206 -431 -3670 tapplicationstpcimit application (7.2004) Paee 2 Valuation of Project (contractor's bid price): $ 2-3 2 cre.0" Existing Building Valuation: $ Scope of ork (please provide detailed information): `L- -- d 1--. ( / ti L•.�► \ 1 SC r-t�v� 1- i/ Will there be new rack storage? El .. Yes ...No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑...Sprinklers ❑...Automatic Fire Alarm ❑...None ❑...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ...Yes ❑ ...No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safely Data Sheets. PUBLIC WORKS PERMIT Ili_ JRMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue ... Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ...Sewer Availability Provided 0... Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑...Bond 0... Insurance ❑ ...Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right - of - way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way Non Right -o f -way ❑...Total Cut ❑...Total Fill ❑ ... Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ... Frontage Improvements ❑...Traffic Control ❑ ... Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ... Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applicationstpermit application (7.2004) Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Abandon Septic Tank ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line ,, WO# WO# WO# Private Private 0... Highline ❑ ... Renton FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: Zip City State Day Telephone: Mailing Address: Zip City State Patte 3 0... Geotechnical Report ❑ ...Traffic Impact Analysis 0... Maintenance Agreement(s) ❑ ...Hold Harmless 0... Right -of -way Use - Profit for less than 72 hours 0... Right -of -way Use— Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ...Deduct Water Meter Size fl ;d lr. 2i.1i; tit tz. :: S. Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement ❑ Fuel Type: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: RMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R A H �'� AGE Signature: Date b� ( Print Name: �+�; �-cn �G, G �Ai l•-- Day Telephone: 710 r 7,`8 "- `(' A ( (?(k L rf2 Lj citeGg Mailing Address: ■applications\permit application (7.2004) Paue 4 City State Zip Date Application Accepted: z RECEIPT i_W re p . Parcel No.: 1023049069 Permit Number: D04 -399 0 Address: 3355 S 120 PL TUKW Status: APPROVED 0 0 Suite No: Applied Date: 11/02/2004 w w Applicant: SABEY DATA CENTER Issue Date: _I I_ w0 g J Receipt No.: R04 -01682 Payment Amount: 2,152.56 u. 52 d Initials: SKS Payment Date: 12/15/2004 01:10 PM H w . User ID: 1165 Balance: $0.00 r z I H O ZF- w iii U O N C3 h- w 111 1- Type Method Description Amount .11-- ~ . Z Payment Check 36105 2,152.56 w N U = O 1- Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SABEY CONSTRUCTION, INC. BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 2,148.06 4.50 Total: 2,152.56 Printed: 12 -15 -2004 z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1023049069 3355 S 120 PL TUKW SABEY DATA CENTER R04 -01485 SKS 1165 SABEY CONSTRUCTION INC Payment Check PLAN CHECK - NONRES Description 35846 Account Code 000/345.830 RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,396.24 Current Pmts 1,396.24 Total: 1,396.24 D04 -399 PENDING 11/02/2004 1,396.24 11/03 971.6 TOTAL. 1396„ 24 11/02/2004 04:37 PM $2,152.56 Printed: 11 -02 -2004 COMMENTS: l.r./ /R P v , e w`� ( ,'v //vs.0 ,00 ,/,:ivz .a u., rn 49 76,141V r. r i 6Z_ ) 4 7 i ' i /4 r Gu a' -% r J s , n;, Special Instructions: Ni :/1/4 / /e / -p d"YI.�A� /cc�J d a/(. a.m; r Requester: Phone No: Proj t: e 3GLh41 j)_4 :/ . ( Type of Inspection: ,, l t, - l' s 1 Address: *)56 5 1ZW P I Date Cal {ed: I- J5 -o6 Special Instructions: Date Wanted: I — l4 -os a.m; p Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE•M N !iA di l� (216)431 -3670 14 Approved per applicable codes. 0 Corrections required prior to approval. ect aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: 64 l..tp / Art /Aw /rc� .00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be Date: MAYES TESTING ENGINEERS, INC August 23, 2005 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Sabey Data Center 3355 South 120th Place Tukwila, WA MTE Project No. E5012 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. Structural Steel Welding and Bolting 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. Sincere! l , MAYES TESTING ENGINEERS, INC. Timothy G. Beckerle, P.E. ( Branch Manager Cc: Brian Ellingson -Sabey Construction RECEIVED AUG 2 5 2005 COMMUNITY DEVELOPMENT FINAL LETTER Permit No. D04 -399 Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 u:.cruettsi uyrr „' •�•±- v.�t: ��w.:.su.N:uX�r'w i:...d war: .:.iilelal,.e•.U's�;.fW�uau�o-.r .. aww, ivmu :..w. +r�s:,:ivr..:,::,n.«...n MAYES TESTING ENGINEERS, INC. k7'.NIZt3rw :GM:i''J' MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: Sample(s): Preliminary Inspection E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 6/27/05 Rain Welding N/A REVIEWED BY: . ' 1 Timothy c § ckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila (RECEIVED IJUL 2005 COMMUNITY DEVELOPMENT INSPECTOR: Mike Virgilio Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 Performed visual weld inspection on welding of the screen wall on the roof of the Sabey Data Center. Inspection was performed on column extensions per engineer's sketch dated 3/30/05. Inspection was also performed on braces of the screen wall and one pipe column at T -U/16. Inspection found that the weld of the pipe column could only be welded on one side due to access restrictions. The weld that was performed was 3/8" fillet at 60 percent circumference. The weld required is 1/4" all around. This condition will require review by the structural engineer for further instructions. The remaining items were acceptable to the engineer's details. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: Sample(s): 2122/05 Sunny VT N/A r4i:`vrW117js :iun'., ;`. E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 004 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742,9360 fax 425.745.1737 Portland ONlce 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Performed visual weld inspection on screen wall structural steel. Inspection of 4 screen wall supports was performed on grids K'/16, M.6/16, U.3/15.4 and U.3/13.2. All welds were found acceptable to structural drawings and AWS D1.1. The 2 posts on 16 -line are the final pieces along this grid line. Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: Ric) . (ko� Timoth G. Beckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila RECEIVED MAR 0 4 2005 C OMMUNITY DEVELOPMENT INSPECTOR: Mike Virgilio a6::: L;- wktu�'.'.&. up:+ �l. bt..Si:.iw.4.'.f;[.,min's:L ".k: era.:/ r1' Yatioai.: iiLUtii�4i' qS: 1: 1'..; wa$: d. �4i :.s.:iJ�ti}..:L+C:illfiv'LLY.•l tGr1YJJ.'3titSt'W .wt MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: Sample(s): Date: Weather: Inspection: Sample(s): E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 2/17/05 Sunny VT N/A 2/18/05 Sunny VT N/A RECEIVED MAR 0 4 2005 COMMUNITY DEVELOPMENT Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 Onsite to monitor welding operations for sound wall embeds into existing roof beams at approximate grid lines U- V/12 -10. Verified welding was performed in accordance with AWS D1.1 and detail B -2 of sheet S -2. All welds were found visually acceptable. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Allan Heer Performed visual weld inspection on supports for screen wall at Sabey Data Center. Five supports at grid V /7 -9 were found visually acceptable to AWS D1.1. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ... • INSPECTOR: Mike Virgilio REVIEWED BY: RAIL . fro ft") Timothy G. Beckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila MAYES TESTING ENGINEERS, INC. . •...'.1.•!y '�i e.. a.yt''l ;.Sill �rJ"'• "1'f Y MTE No.: Project: Address: Permit No Owner: Architect: Engineer: Contractor: Page 6 Date: Weather: Inspection: Sample(s): REVIEWED BY: / E5012 SAB ! • TA CENTER h Place, Tukwila, WA 98168 ity of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 2/14/05 Rain Visual N/A Visual weld inspection was performed on welding of the screen wall on the roof level. Inspection was performed on welds of posts to beams on grids J.3/16, J.6/16 and T/16. Welds were found acceptable to AWS D1.1 and structural drawings. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. EINE cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila 2 5 FEB DE VELOPMENT INSPECTOR: Mike Virgilio C . Evereff Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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.: Project: Address: Permit Owner: Architect: Engineer: Contractor: Page 5 Date: Weather: Inspection: Sample(s): E5012 SA CENTER lace, Tukwila, WA 98168 of Tukwila) ey Construction Sabey Construction Engineers Northwest Sabey Construction 2/4/05 Cloudy S/S N/A Performed visual weld inspection on column posts welded to roof beams on grids P/16, P.5/16, Q/16, R/16 and T/16. Welds were found acceptable to AWS D1.1 and structural drawings. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: AIJ Timothy ckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila RECEIVE FEB 2 5 20051 DE VELOPMENT M�'Nr INSPECTOR: Mike Virgilio Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 z Z rt W 6 U 0 0 w t-. WO u-¢ to � = 1•-W z � 1— O Z 1— uj U 0— C1 I— W w I u O z W I . O 1-. z • MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: Sample(s): E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 1/26/05 Cloudy Visual N/A Performed visual weld inspection for 3 -1/2" diameter and 4" diameter standard pipe column connections to existing roof beams for sound wall and baffle at RTU 1 -2. Inspected (1) connection at baffle support for RTU 1 -2 and (4) connections for sound wall supports and brace supports between grids U and V and 15 and 17. Fillet welds (1/4 ") provided as required with welds meeting AWS D1.1 criteria for visual acceptance. Galvanized coating was removed from weld area prior to welding. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Date: 1/27/05 Weather: Cloudy Inspection: Visual Sample(s): N/A Performed visual inspection for 3 -1/2" diameter standard pipe column connections to existing roof beams for sound wall support and support braces. Wall support and grids 15.5/A with corresponding brace support and wall support grids 16/U have been installed per plan details. Galvanized coating had been removed from weld area prior to welding. Welds meet AWS D1.1 for visual acceptance criteria. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: / dam` `, Timothy eckerle, P.E. cc :Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila INSPECTOR: Mark McBride INSPECTOR: Mark McBride Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 FEB 0'7 2005 commuNny OEVEIA :;�,�.ieni *y `x,tr�: bv4a3r�uwr� MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No.: Owner: Architect: Engineer: Contractor: Page 3 Date: Weather: Inspection: Sample(s): Date: Weather: Inspection: Sample(s): E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 1/24/05 Mostly cloudy Visual N/A Performed visual weld inspection of 3" diameter standard pipe columns to existing roof beam connections for sound wall along 16 line. Six each of wall support and brace support columns were installed,. Galvanized coating was removed prior to welding. Welded connections are 'A" fillet per plans. Welds meet AWS D1.1 criteria for visual acceptance. Pipe columns were installed between approximately grids Q.5 and T, (12) total. To the best of our knowledge, items inspected this date I accordance with approved plans and specifications. 1/25/05 Fog Visual N/A INSPECTOR: Mark McBride Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 Performed visual weld inspection for 3 -1/2" diameter standard pipe columns to existing roof level beams for baffle supports for RTU 1 -1 and RTU 1 -2. A total of (7) pipe column connections were inspected, (4) at RTU 1 -1 and (3) at RTU 1 -2. Connections were welded per structural details with welds meeting AWS D1.1 criteria for visual acceptance after some undercut was filled. Please note that in a previous field report, it may have been documented that 3" standard pipe columns were installed where it should be documented at 3 -1/2" standard pipe. To the best of our knowledge, items inspected this date I accordance with approved plans and specifications. REVIEWED BY: / " v� Timoth (= eckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila INSPECTOR: Mark McBride FEB Retsiv 07 2005 cvti.op i— z 6 00 NCI CO Ili J = f tu L Q = I- w z = t~- ZO w • w U O — 01— tu w LI- z w • = O f ' z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Sample(s): Attended the preconstruction meeting for erection, welding and inspection of the screen wall construction on the Sabey Data Center. Reviewed security procedures, construction schedule and inspection scheduling. Construction will begin today. Date: Weather: Inspection: Sample(s): E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction 1/19/05 Indoors Project Management N/A 1/21/05 Sunny Visual N/A Visual weld inspection was performed on roof screen wall bollards at the Sabey Data Center. Six pieces were inspected on 16 -line from M.6 to N.5. All welds were acceptable to AWS D1.1 and structural details. To the best of our knowledge, items inspected this date I accordance with approved plans and specifications. REVIEWED BY: / Timothy G. d ckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila INSPECTOR: Mike Virgilio INSPECTOR: Mike Virgilio Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 ReCEiv FEB 0 7 2005 o o pmeto int MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit No. Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Sample(s): REVIEWED BY: 1/20/05 Cloudy /Showers Visual N/A E5012 SABEY DATA CENTER 3355 S 120th Place, Tukwila, WA 98168 D04 -399 (City of Tukwila) Sabey Construction Sabey Construction Engineers Northwest Sabey Construction Performed visual weld inspections for 3" dia. standard pipe column to existing roof beam connections for sound wall supports on 16 /J -K.1 (3 columns), and sound wall brace supports (2 columns) at J.1 and K.1. 1/4" fillet welds were provided all around as required. galvanized coating as removed from pipe columns prior to welding. Welds meet AWS D1.1 criteria for visual acceptance. Welding was performed by WABO certified welder using E7028 electrodes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. Timothy tuA3eckerle, P.E. cc:Brian Ellingson -Sabey Construction; Bldg Dept -City of Tukwila INSPECTOR: Mark McBride Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 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 `FEB 07 2005' COMMUNITY DEVELOPMENT 06 -07 -2005 RE: Permit No. jag& 3355 S 120 PL TUKW Dear Permit Holder: City of Tukwila BRIAN ELLINGSON 12201 TUKWILA INTERNATIONAL BL, FLOOR 4 TUKWILA WA 98168 Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in 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 07/18/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D04 -399 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z re w 6 : _1 U U O co 0 J = F- O u_ W O g Q = �...W Z = I- O Z f- U 0 O N O I— W ui O r- .Z uJ • = O~ z November 5, 2004 Mr. Brian Ellingson 12201 Tukwila International Boulevard Fourth Floor Tukwila, Washington 98168 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application #D04 -399 Sabey Data Center — 3355 South 120` Place Dear Brian: Sincerely, Stefania Spencer Permit Technician Enclosures File: Permit File No. D04 -399 This letter is to inform you that your application received at the City of Tukwila Permit Center on November 5, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions concerning the attached memo. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Steven M. Mullet, Mayor Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 • .;.1:1.L7/ {,:.e„ ir,:ilc:.n:a ?J�i.t 'a • • a4i, ,, 44: ;4;drvk av iisi ':r*11.".Sw";Yji: tit.. :c'+:::.s.vi..: •.ww. : w:.: W, .,r.:r...>. «wn..:.+w.»w�...:v,. ,.n.+....,. -r.. •.. r DATE: CONTACT: RE: ADDRESS: City of Tukwila Department of Community Development PLANNING DIVISION COMMENTS November 4, 2004 Brain Ellingson D04 -399, Sabey Center 3355 South 120`" Place Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. The project building was subject to a SEPA planned action review in June of 2000. As part of this review a letter was submitted regarding which measures would be in place to meet the City's noise regulations. Please reference the letter submitted by JGL Acoustics, Inc and verify that new sound wall will comply with these recommendations. Steven M. Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 JUN -29 -00 11:09 PM Steve: JCL ACOUSTICS RECEIVED CITY OF TUKWILA AUG - 1 2000 425649 el i c• ( Fait PERMIT CENTER Consulting Services Z in Sound & Vibration 1 I Control ;l- Z Ct J U To: Steve Black fa Sabey From Jeny Lilly U co o co w Fax (206) 281 -0920 Pages: 3 F CO u. Phone: (206) 281 -8700 Date: 06/29/00 W 0 Re: Exodus Seattle - IiI GC: g Q co D . 0 Urgent x For Review 0 Please Comment 0 Please Reply 0 Please Recycle I- w Z E- l- O Z I•- Icrry G. Lilly. P.E. Prc icknt Ill w Here is what I have to offer you right now regarding the noise from Exodus Seattle I11. i am missing a U ra lot of Information (e.g. building sections, mechanical drawings, mechanical equipment selections, Toad OD H bank noise data, etc.), but this is all I can give you until 1 receive more information. The property line is 100 feet to the south & west and 80 feet to the east. The zoning is Industrial, so the noise ordinance w limit Is 70 dBA. We need to meet the noise ordinance with all rooftop equipment running and one f- H generator running at full load in each generator mom. I have also evaluated the condition with five of u_ O the six generators running in each room to simulate a power failure condition. This analysis does not uj Z include any load bank noise. (I have not heard back from Avtron) 0 to O ff ' Figure 1 presents the predicted noise level at the south property line from a single generator room Z without noise control (other than an engine muffler). The expeded noise level is 88 dBA with a single generator and 95 dBA with five generators. Clearly, the generator rooms will need to be fully enclosed in order to meet the 70 dBA noise ordinance limit during testing. Figure 2 presents the predided noise level at the south property line including 100 rooftop AC units, 50 Aerovent model 66W724 exhaust fans, and 30 Caterpillar 35163 diesel generators with noise control. This analysis assumes the following recommended noise control measures: . 1. Provide iAC model 7LFS sound attenuators at the radiator exhaust louvers and IAC model 5LFS sound attenuator5 at the air intake opening into each generator room from the air intake tunnel. 2. Provide a Maxim M -41 primary silencer and a Maxim FPE secondary silencer on each engine. 3. Provide 4,000 square feet of acoustical panels (equal to Empire M -90) in each engine room, and 20,000 square feet of acoustical panels in the air intake tunnel. Distribute panels uniformly. I can't evaluate sound transmission to the east and west property lines accurately until I receive noise data on'the rooftop AC units and a building section showing the elevation of the roof, rooftop units, and building parapet. We may need to use the building parapet to shield the rooftop equipment from the commercial property to the east. INCOMPLETE LTR# 5266 NW Village Park Drive, Issaquah, WA 38027 Phone: (425) 640 - 9344 Fax (4? S) 649 - 11717 RC011 511CS.lnc Vffz000-i JUN -29 -00 11:10 PM ! } 1 120 110 100 90 80 70 60 50 40 Exodus Seattle - III Fig. 1. Predicted Generator Noise at South .Property Line (without noise control - one engine room) JCL ACOUSTICS 42:564907.1. f P.02 63 125 250 500 1000 2000 4000 8000 Octave Band Center Frequency (Hz) -A- One Generator ON (88 dBA) -13- Five Generators ON (95 dBA) z z w e: _.i 00 . N N LL W 0 LL N d = W I— _ • F- 0 Z I- LIJ O ( - 2 . �F- 0 .. W c o 0 0 I.. z ACTIVITY NUMBER: D04 -399 DATE: 11 -15 -04 PROJECT NAME: SABEY DATA CENTER SITE ADDRESS: 3355 SOUTH 120 PLACE Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # afterTbefore permit is issued DEPARTMENTS: AO' Building 'i�isio ! 'Or Public Works Documents /routing slIp.doc 2.28.02 PERMIT COORD COP\ PLAN REVIEW /ROUTING SLIP El Fire Prevention Structural DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ REVIEWER'S INITIALS: WORD COPY ❑ Plan ing ivislon ❑ Permit Coordinator [� DUE DATE: 11 -16 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROXJTING: Please Route 1J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 12 -14 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Complete ❑ Comments: Documents /routing slip.doc 2 -28 -02 DEPARTMENTS: Building Division Public Works )& 11 APPROVALS OR CORRECTIONS: COORD COP" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: Response to Correction Letter # D04 -399 DATE: 11 -02 -04 SABEY DATA CENTER SITE ADDRESS: 3355 SOUTH 120 PLACE X Original Plan Submittal Response to Incomplete Letter # Revision # permit is issued 5/1 fly 11-4-n Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., T s.) DUE DATE: 11 -04 -04 Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: 1/ -3191 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW Py Staff Initials: sit5 TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ;.�f3iJwwd' i .411. PERMIT COORD COPY datA Planning Division Permit Coordinator Not Applicable DUE DATE: 12 -02 -04 EVeLl DATE: z w ce g J O O N o Ill F U) LL w 2 u.¢ = w Z = WO ui U � O N O H w W • U O . .Z U= O~ Z City of Tukwila Department of Coinmunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: // iS d '( Plan Check/Permit Number: D04 -399 Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SABEY DATA CENTER Project Address: 3355 SOUTH 120 PLACE Contact Person: Brian Ellingson Summary of Revision: is Pl /v,s,,— 4-- 5 5,A A�o,/&1. c.,_ \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director 1 RPCEIV r.n (IF TI IKWII A NOV 1 5 2004 PERMIT CENTER Sheet Number(s): e ,�_ A c "Cloud" or highlight all areas of revision including date 0 revision Received at the City of Tukwila Permit Center by: d� Entered in Permits Plus on l/ "aP l.Sf+wn `iN.Y'i.�rvYk F625-052-000 (8/97) F625-052-000 (S197) DEPARTMENT OF LA AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL I EXP DATE cooi ' . 8ABtYd1635KMH01/06/2005 EFFECTIVE DATE 05/14/1997 . _ . . . SABEY CONSTRUCTION INC 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 98168-5121 ----- ■ ■ ■ ■ ■ Detach And Display Certilmati. REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL •REGI ST . # EXP. DATE CC01 SABEYCI033KM 01/06/2005 EFFECTIVE DATE 05/14/1997 . _ . SABEY CONSTRUCTION INC -. 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 98168-5121 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold RECEIVED CITY OF TUKWILA NOV 0 2 2004 PERMIT CENTER INCOMPLETE SSA Acoustics, LLP S A ACOUStU STEWART • AIT ALLAOUA • PERKINS Acoustical Noise Analysis Sabey DataCenter (Phases 1 & 2) Fru copy Submitted to: City Of u ► a BUILDING DIVISION Mr. John Sasser, Operations Manager Sabey DataCenter LLC 3355 South 120 Place Tukwila, WA 98168 REG61V60 Crrr CF `ruovIIA tiOv 't 2.N4 Prepared by: PERMIT COVER SSA Acoustics, LLP 6042 Seaview Ave. NW, Suite 102 Seattle, Washington 98107 Tel (206) 839 -0819 Fax (206) 839 -0824 REVIEWED FOR CODE COMPLIANCE Emontkirn DEC 1 0 2004 August 16, 2004 Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) Table of Contents I. Introduction 3 II. Sound Level Descriptors 4 III. Zoning & Criteria 5 IV. Existing Noise Levels 5 V. Rooftop Mechanical Equipment 7 VI. Predicted Sound Levels 8 VII. Mitigation Requirements 10 VIII. Summary 11 Appendix: Noise Barrier Discussion 12 SSA Acoustics, LLP Environmental Noise Analysis Report — Sabey DataCenter Rooftop. Units (Phases 1 & 2) 1. introduction This report presents the results of our acoustical analysis conducted for the Sabey DataCenter rooftop units. The purpose of the noise analysis and recommendations is to ensure that noise levels from the existing AC units and exhaust fans (Phases 1 & 2) meet the City of Tukwila noise limits at the surrounding properties. A vicinity map showing the Sabey DataCenter building and surrounding properties is shown in Figure 1. SSA Acoustics, LLP 3 z cc 111 0 u , 0 J W LL W O LL H= z � 1-O. z I- al al U O — O I— W W U u. .. W U = O z Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) 11. Sound Level Descriptors Sound is measured as sound level in units of decibels, dB. The A- weighting is a specific weighting filter in a sound level meter that corresponds to human hearing a sensitivity at the various sound frequencies. People normally experience sound levels tl w between 30 and 90 dBA, depending on their activities. Locations near highways or 6 0 urban arterials may be 70 dBA, whereas quiet rural areas may be 40 dBA. o En 0 Each 10 dB increase in sound level corresponds to a tenfold increase of sound energy, co w but is judged by a listener as only a doubling of loudness. The smallest changes in N LL sound level considered just noticeable are about 2 to 3 dBA. w 0 2 Sound levels from two or more sources are combined using logarithms, not by adding g 5 the levels. When two levels are combined, the louder level predominates, and the cn combined level is the louder level plus 0 to 3 dBA. Some examples: 50 dBA combined I W with 50 dBA is 53 dBA; 50 dBA combined with 40 dBA results in 50.4 dBA, which is Z = rounded off to 50 dBA since fractions of a dB are negligible from the point of view of ' z o perception of environmental noise. w 2 w :0 When measuring noise that is fluctuating over time, it is common practice to use a o 0 descriptor called equivalent A- weighted sound level, Leq. The Leq is that constant 0 F- sound level in dBA which contains the same amount of sound energy over a given time i 0 period as the measured fluctuating noise. The Leq is often determined for one -hour LI o time periods. Z p SSA Acoustics, LLP 4 Z Zoning of Receiver Property Sound Level Limit (dBA) Daytime Nighttime Residential 60 50 Industrial 70 70 Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) 111. Zoning and Criteria According to Chapter 8.22.040 of the City of Tukwila code, noise levels are based on the land use zones of the source and receiver properties. The Sabey DataCenter building is zoned MIC /H (Industrial). The adjacent properties are zoned MIC /H (Industrial). The east property line is approximately 80 feet from the edge of the building and the south and west property lines are approximately 100 feet from the building. The single family houses south of the site across from South 126 Street are zoned LDR (Residential). The single family houses west of the site across from International Blvd are zoned MIC /L (Industrial). Based on information we have the Sherlock residence at 12437 Tukwila International Boulevard is zoned MIC /L under the City of Tukwila noise ordinance. Woodridge Park Apartments west of the site, on top of the hill are zoned R -18 residential under the King County zoning map. The City of Tukwila noise limits for both types of receivers are listed in Table 1. SSA Acoustics, LLP Table 1: City of Tukwila Noise Limits for Industrial Sources IV. Existing Noise Levels Ambient sound levels were measured at the following locations. See Figure 1 for a map showing the measurement locations. Location 1: The noise monitor was located approx. 120 feet east of the corner of 35 Avenue South and South 126 Street. The measurement location is representative of the single family houses located south of the site. Location 2: The noise monitor was located on the balcony on the 4 floor of the building located at 12201 International Blvd. Location 3: The measurement was conducted at 9:30 p.m. on Saturday, July 17, 2004 approx. 1200 feet west of the site, on top of the hill, with full exposure to traffic on International Blvd and the Sabey DataCenter rooftop. The measurement location is representative of Woodridge Park Apartments. 5 Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) The sound levels were monitored continuously over 24 -hours at locations 1 & 2 between July 13, and July 16, 2004, and a short -term noise measurement was conducted at Location 3 on July 17. All measurements were conducted with Larson - Davis Model 820 precision integrating sound level meters that meet American National Standards Institute (ANSI) requirements for a Type 1 instrument. The weather during the measurements was sunny, with no wind or precipitation. The principal sources of noise include traffic on International Blvd, aircraft flyovers, and rooftop mechanical equipment from the Sabey DataCenter and surrounding buildings. Figure 1: Measurement Locations The existing noise levels are presented in Table 2. SSA Acoustics, LLP G; 245AyFi { 1 91;'¢N �¢•n�r.1arK^.ryn:;�� z�::M.XNtfsrkrr. 6 z ~ w 6 U O 0 J = F- U) LL W O 5 u. a co I �... z = I— O Z I- W • W U � O - O I- W W H O Z W — 1 O~ z Location Leq, dBA Tukwila Noise Limits Daytime (7 a.m. —10 p.m.) Nighttime (10 p.m. — 7 a.m.) 1 47 -62 60 50 2 61 -67 70 70 3 49 60 50 Equipment Sound Level (dBA) Trane Intellipak Unit 57 dBA' @ 100 feet Aerovent Exhaust Fan 101 dBA (100% Flow) 93 dBA (80% Flow) Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) V. Rooftop Mechanical Equipment Table 2: Existing Noise Levels, Leq dBA As shown in the table above, the existing ambient noise levels during quiet hours are below the City of Tukwila allowable limits. The main noise sources for analysis consist of the existing rooftop units which are shown in Phases 1 & 2 which, consist of 40 Trane Intellipak rooftop units and 20 Aerovent exhaust fans. Reference sound levels for the Trane Intellipak rooftop unit and the Aerovent exhaust fan were obtained from field noise measurements conducted on Saturday, August 14, 2004 and JGL Acoustics June 23, 2004 report for the Sabey Data Center. The reference sound levels are shown in Table 3. 1. Sound pressure level re 20 micropascals 2. Sound power level re 10 picowatts. SSA Acoustics, LLP Table 3: Reference Sound Levels, dBA 7 Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) VI. Predicted Sound Levels Predicted noise levels from the rooftop equipment meet the 70 dBA code limit at all adjacent properties with Industrial zonings. The sound predictions shown below are calculated for the Residential zoned properties. z ce Sound level predictions were conducted for three receiver locations selected to be -I v representative of the nearest Residential properties. The sound level predictions were N o conducted taking into account source reference sound levels, source and receiver w w elevations, and barrier effects provided by intervening topography or other buildings. J 1- Sound level predictions were conducted for the following three receiver locations shown w o in Figure 2: g R1: Approx. 100 feet east of the corner of 35 Avenue South and South 126 Street. u This location is representative of the single family houses located south of the = w site. z o R2: Approx. 900 feet southwest of the site. This location is representative of the w single family houses southwest of the site zoned Residential under King County D Noise Code. o co R3: Approx. 1000 feet west of the site. This location is representative of Woodridge i v O ..z w H = 0 F. Park Apartments on top of the hill. SSA Acoustics, LLP 8 z Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) Figure 2: Sound Analysis Receiver Locations Noise levels at all other receiver locations will be lower than those selected above due to increased distance from the source or Tess exposure. The computed sound levels without additional mitigation (except for the fans running at 80% flow) at the receivers is shown in Table 4. SSA Acoustics, LLP 9 Phases Equipment Receiver Locations R1 R2 R3 Phases (1 & (Existing) 2) AC Units 56 42 50 Exhaust Fans (80% Flow ;" '`.:. ' • Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) Table 4: Predicted Noise Levels Without Additional Mitigation, dBA As shown in the table above, the predicted noise levels from the Aerovent Exhaust Fans running at 80% flow are within the allowable limit of 50 dBA at the selected receiver locations. The predicted noise levels from the AC units exceed the noise limit at location R1. VII. Mitigation Requirements The following mitigation measures should be implemented to reduce noise levels from the exhaust fans and the AC units. 1. Aerovent Exhaust Fans The Aerovent exhaust fans should be running at 80% flow. As shown in Table 4, with the fans running at 80% flow, the predicted noise levels from the exhaust fans are within the 50 dBA code limit. 2. Trane lntellipak Units Implement the following to reduce noise levels from the combined exhaust fans and AC units to meet the allowable nighttime code limits at the residential receivers: 1. Install noise barriers south and east of the Intellipak AC units as shown in the attached figures. Construct the barrier as follows: 2. The barrier height should be 2 feet above the top of the unit. 3. Where the ductwork provides shielding towards the single family houses to the south and extend a minimum of 2 feet above the top of the unit, the bottom of the duct work should be closed using the same material construction as the noise barrier described below. 4. The barrier must weigh a minimum of 4 lbs/ft with no gaps. Barrier construction might consist of 1 layer of 3 /" treated CDX Plywood and 22 ga corrugated metal on each side of the plywood and cap flashing for weather resistance. The combine plywood /corrugated metal weighs approx. 5 Ibs /ft2 and achieves the criterion. Based on information we have from Doug Bixel of Mehrer Drywall, (Tel: 206 - 282 -4288) the barrier will cost approx. $10/ft material only (without foam), and $15/ft for labor. SSA Acoustics, LLP 10 z _- z re 6 00 Lo 0 U) ILI Ill I w 0 u_ w z f .. I-o z I- w U � o — o 1- w W L1-.o .. w 0 z Phases Equipment Receiver Locations R1 R2 R3 Phases (1 & (Existing) 2) AC Units 45 42 50 Exhaust Fans (80% Flow) `" 42; � � 33 `','" 43 4_ • or Environmental Noise Analysis Report — Sabey DataCenter Rooftop Units (Phases 1 & 2) 5. Another option is to use IAC Transportation Noishield Sound Barriers which are 5" thick. 6. The distance between the noise barrier and the unit should be as shown in the drawing and should be reviewed for ventilation and maintenance access of the equipment. 7. The side of the east barrier facing the equipment should be treated with sound - absorbing material such as 2" Quash FR2000; a closed cell foam. 2" Quash FR2000 costs approx. $2.75/ft 8. For water drainage, 3" diameter pipes, 12" long can be filled with gravel and inserted into the wall. Chicken wire might be use to keep the gravel inside the pipe. Another option is to hold the bottom of the barrier at 3" above the roof use a quilted noise barrier material to fill the gap and let the water pass through. Note that for structural reasons, the parapet can be used as a noise barrier. The parapet should be extended 2 feet above the top of the unit using the same material construction described above. The calculated noise levels at the receivers with the recommended barriers are shown in Table 5. Vlll. Summary Sincerely, SSA Acoustics, LLP (I/1 AA Mohamed Ait Allaoua Acoustician SSA Acoustics, LLP Table 5: Predicted Noise Levels With Additional Mitigation, dBA As shown in the table above, with the recommendations in place, noise levels from the AC units and the exhausts fans operating at 80% flow meet the 50 dBA nighttime code limit. If you have any questions, or require additional information, please feel free to call. 11 z z ce w JU O 0 N 0 J N w 0 2 LL Q • a 1- w ? � Zo 111 u j U O � 111 I I 0 ,.z w z . • xa<...< i# �ti.: Js::. r. 4%:, A+._:. tu...,.. u.. A, i! s:+ 4.% C. (.7,oi„uSUrY�C.',$+S:.sa.a�r't' iriat.:oLr. ;'.✓l.sw r:uVt Environmental Noise Analysis Report - Sabey DataCenter Rooftop Units (Phases 1 & 2) Appendix: Noise Barrier Discussion When an object of sufficient mass, for example 2 layers of 3/4" thick plywood wall, is interposed between a source and a receiver, the noise reduction provided by the object can be significant depending on the height of the barrier above the direct path from the source and receiver, called the acoustical line of sight. 30 cU 0 v s 2 0 AI 1 = v 0 0 u) Source Hi-- receiver 0 SSA Acoustics, LLP 63 125 250 Frequency ( Nz) Thin -wall barrier Acoustical '►ine -off- sight' 500 rRe.ceiver 0 Or source •?� '•� :. 1 �� { ` , �� f . �C'v$ Y; y :: ' �• r'r.. ry y.N\� r .i(�.'� �: `...tr -•�4.: r. `�: {. f •..x•...0!.vUfi l:: F. !.•i14:.: Si.: r: t•., . r:., :•:.. :.ii,: <i�S.%} }: i.�k'�.C•..•:t: rr l.�::f... +� ri :• R Mtsch greater than R 1000 2000 4000 8000 12 +J.v:.w?•.iMt:p�nx'.��Jw• H i R wilop IIIIIIII S2 '1. b ra,,,• ....- •Pi w Pp dillifiliggill 4.„ S.0 2 ''� 0 0 0.25 -- Environmental Noise Analysis Report - Sabey DataCenter Rooftop Units (Phases 1 & 2) Appendix: Noise Barrier Discussion When an object of sufficient mass, for example 2 layers of 3/4" thick plywood wall, is interposed between a source and a receiver, the noise reduction provided by the object can be significant depending on the height of the barrier above the direct path from the source and receiver, called the acoustical line of sight. 30 cU 0 v s 2 0 AI 1 = v 0 0 u) Source Hi-- receiver 0 SSA Acoustics, LLP 63 125 250 Frequency ( Nz) Thin -wall barrier Acoustical '►ine -off- sight' 500 rRe.ceiver 0 Or source •?� '•� :. 1 �� { ` , �� f . �C'v$ Y; y :: ' �• r'r.. ry y.N\� r .i(�.'� �: `...tr -•�4.: r. `�: {. f •..x•...0!.vUfi l:: F. !.•i14:.: Si.: r: t•., . r:., :•:.. :.ii,: <i�S.%} }: i.�k'�.C•..•:t: rr l.�::f... +� ri :• R Mtsch greater than R 1000 2000 4000 8000 12 +J.v:.w?•.iMt:p�nx'.��Jw• .n11 3 v 5 Barrier Height 2 Teel above the lop of unit 1 • s ._ ti ,, •• 43 10 Close bottom of duct Is ‘ (r L 64' Berner Height L Clore bottom of duct 2 feel above IM lop of unit ee' .4e 46'-4' per Height above the loo of the uml nd•ebsorbing miner a unit sda er Height t above the tope/ the uml •absorbing =tenet e unilsde er High t above the lop of the mut •ebsorbbq mstenel e unit side SSA Acoustics Recommended Barrier Locations Phases 1 & 2 / Sabey DataCenter 8/13/04 • 4t4‘::tu+,:a.0 ' • • E14\' ENGINEERS NORTHWEST, INC. P.S. STRUCTURAL. ENGINEERS - 6869 WOODLAWN AVE. N. E., SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 SABEY DATA CENTER TUKWILA, WASHINGTON FILE COQ October 19, 2004 ENW Project No. 99136015 SABE REVIEWED FOR CODE COMPLIANCE DATAC E NT E D;O 1 o zoo Cite Of Tukwila pi:JUDI-NG DIVISION STRUCTURAL CALCULATIONS FOR WIND SCREEN '- rianS. VIM( RECEIVED CITY OF TI IKWII A NOV 0 2 2004 PERMIT CENTER [EXPIRES 11/12/ O 4- 04 -399 z � 6 U O 0 W � LL uj 0 g J tL Q = a w z � � W ~ • w U � N 0 I-- w W � -- wZ U N = O ~ z 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 ?ROJECT # ud 13 (o • 003 PROJECT C�� t P1 C- �' 1 '1 " DATE a 4 ` . 1 - 1 SUBJECT / -o F govail 13i4Ft,i3 SHEET / OF £cA BY D/ L treutrfilveAlggay. ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS A-s c€ q - t) G3, ? S`'f fo (3.6 7 AMA! Au Wt6T 2.. z Gl�.2S It >(oo .. 4Dr coa CL 1 - I, ) 1. O 7 ,3 LE 6 -1 (I 3) 61 -1 7 61.. 1. 3 . . ,J rely 4 7 So7Z 0 F mil ESC4 ,o n w r 3 o0 0,00 ZS 6 ( )(KBe)OK,)(V Xr) t ; 00 25G (0,88T1./ 6 ( I ) = l6, ZP&F It Z Z re w ' r O F TU,< W tts4 D " (Z06) 4.3!_'90 oo /cf t/ Iv z S o4/ w = Z.0o3 J �3 c CL2: w 4-s c.-E 7-0 7 a.< o, p B S if (t Rp, 6) N d Z SIP w 2 s YJF 04C3 F Z X CCM) 1,;,7‹ 02/F77,16 (T ` <d' Z Dl2tr �7to�✓�L, r ty r. � La -- O, 85 (SoL�s /b as) o cn O Kat- 7 62g,a/tic cAtc.7 Y< (6.5 , 4) o F- = (/-i- Kr K 1.! I(1 ) (F G • 6 - 4) = w . WZ K� 04 68 CVis-6. (a) �_ (GALE 2) (714Gt 6 -3) z 1- 7(= 1, od 0 ff (0 /Jf Firms cAer 7a b(4'G,) E = (G LI ( B CD HG ?) 14 ,30o ft N(Ll. 14 6T) L1 f ` 10V Oft (0 I1 r 1 o k c/z1s T fl 67Ha44 H - �a) 14 3W v i-F o9 tr:vu"�"t71-6 H LC S & tJ 4 /t� eif 6,s,9) < 0 1 CGDw�w 0 f.. scs b ? /0 f•1lJ I , / (Jcc 3 a 0.') DD 63. O.IS <0, , ) <r•KL •I <) fib,1 we 0 .1 ...... ,... ... ..v.. ..P,, w. w. ,,.,..:: ci. ki::'+.i ✓i::i1:..:.tiwi.s.J;,;yi �i�...r.:wi�..saa.%.rw: i ab:.A.�::i.w% =.rte ENW PROJECT # SUBJECT G.,SI 12.4, (, - 2 ) yy 136. 00) Ckre .tc) r G EC .z IC. n ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E.. #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 PROJECT S , Q" (IAA /ZaF QAtf7Lt3 (rrcr P4eA -7°{T3 FP (&;Cp - GCr,i ) ka.2_ (-/ - td))) 4 3, 9- 4- PJF 2 /6, � i ,4 -- + 0,74 l 34.E Ps 0: 2 /b, t .(0 °) (4. ' h) Z5.1 PSG Poo t (o .B (t,r)) 25,2 fsC= C 4- c _ 7 1 ��c� ) O CC/. )/004 : : - � CG Cp), 2 4- 0.5 CG CP)iv _ 0,75 'r' C - 4,01 / /4J d, E3 - 3 I -- a SHEET Z OF5c4 BY L. DATE (jeer/74v, (o L r'A6r 1- Z.9 -0(r) a? ft . [ ti? Ce ( G = -0 ., �a y(-O,e) 2 . * 0' io Fk, G-14 C s) Z Z re w QQ � J U 00 CO co H U) LI. w u. u d . � Z F .. 1--0 Z I 0 - w w z U = O Z L._ ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # SUBJECT OP P CV E1 s V (-J4 L& 9N_ PROJECT f ed € /`fis /oc.fx Wry ,3‘ O ft „5") = sod n LF O L - S (/' . s) 2 • 73 P C.. F. tf3 3r43> .e /14 r p ig ;boive, 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 5226698 5A617di clyz - Ftr4g2, 9 p'A M R rne �+2 Zj00 S 2 BY "" 225 DATE 9-3 ("0 � - ,�,,,� - ` SHEET 3 OF ,5c 4 - 02,43 1 .L S fsr_ /4 c. rJS PORT/17kJJ MgRir✓ks _rimier( C� • 1N\ ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT ## c9 / 3 (P 1 S PROJECT s Met- DA 721 c x ` SUBJECT ( 1o(0) I o(L. Lc , -,. ft- S ans op Gad et.3 00 (3 Y7) .29 ;Z. 9 4 - ( : )zZ.tfr o, A 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 2 23) - 44 (0 1( G �.CJ_G'� ry rtAttv S w DATE SHEET BY £ OF SS Ans W Q � Q 2 J U O 0 W1 W O 2 u . tO = W Z H. I- O Z O • N p H W W I u' O Iii z (\ Project: Sabey Data Center - • Model: screen wall support beam - R1 R2 15.00 ft Section : (2) 8005162 -68 Boxed C Stud (X -X Axis) Maxo = 9928.4 Ft -Lb Moment of Inertia, 1= 14.179 in "4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Center Span 8353.1 0.841 8353,1 Full 9928.4 0.841 0.809 U223 Combined Bending and Web Crippling Reaction or Load Brng Pa Mmax Intr. Stiffen Pt Load . P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? R1 2227.5 3.50 2704.6 0.0 0.99 No R2 2227.5 3.50 2704.6 0.1 0.99 No Combined Bending and Shear Reaction or Pt Load R1 R2 1996 AISI Specification w/1999 Supplement Date: Fy in 50.0 ksi Va = 8096.6 Ib 9/1/04 Unif Ld Ib /ft Vmax Mmax Va Intr. Intr. (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen 2227 5 0.0 1.00 0.28 0.00 0.08 NA 2227.5 0.1 1.00 0.28 0.00 0.08 NA 1 W re -J U 0 co O. J }.- U) • O • }} g J • ¢ = • a I- W Z = H H O W ~ • w U O O N O I- W UJ 0 . U- O Z w O I Z 1996 AISI Specification DATE: 911/2004 Sabey Data Center - Exodus screen wall studs SECTION DESIGNATION: 800S162 -54 INPUT PROPERTIES: Web Height Top Flange = Bottom Flange = Stiffening Lip = ALLOWABLE WALL HEIGHTS - LATERAL LOAD ONLY INPUT PARAMETERS Applied Lateral Load = 43.8 psf 0.75 Factor for Wind or Earthquake Applied Web Stiffeners Required at Supports ALLOWABLE SPANS - SIMPLE SPAN STUD SPACING 12 in 16 in 24 in 8.000 in 1.625 in 1.625 in 0.500 in L/120 25' 9" 23' 5" 20' 5" Steel Thickness = 0.0566 in Inside Comer Radius = 0.0849 in Yield Stress, Fy = 50.0 ksi Fy With Cold -Work, Fya = 50.0 ksi DEFLECTION LIMIT L/240 L/360 20' 5" 17' 10" 18'7" 16'3" 14' 2" NOTE: Wall Heights Assume Full Support of the Compression Flange, (Sheathing or Mechanical Bracing). z Z • 2 Jo U O co o w= J H w O g Q co d = W z F . I— O z E-- w Lu 2 U � O N O H w u O Cu z O~ z PROJECT # PROJECT S "' i T ; MN . CPI, ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS SUBJECT Stt e 6. (oVI CIL) fns ie 13 Lie 6 6'i-/c/W 574 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 L 19, L 4- l,./fr/9, DATE SHEET "7 OF „ /j BY tiG ()I H5S xG te Df NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. * M1 PIPE 2 2.96 1.2 1.2 1. 1. .04 PIPE - ... --.PIPEL3. .. , .':::',,-;::::: ; ..STI.::;;i .. ;::"; 0. M2fi:;..::.:.::••..,:::::: ,. ,„;: ;:?::;4:7,8V:4-37.'5;;',4:788::: ;,,..-":957.5-.:YZ .::*•5:7. tAf'.':: ii' ;,..,:''..:57.:.:-4.P. 3.288 'I...I4':''..'gi , ,;.::::";'; 1 M3 BEAM 9.5 LL2:5X2:5X4X6: '.": 'q.. 4 1. 1. ,:';.:,4;27,44. .41.:' .',;:-..1 '.'''.:‘‘-;049 ' BIGTUBE 0. '-..:'...;.;•'71"..:--',M4*..1,7:;......':::,;-:i;':';:Eq...7rUBE.);:.....,',:•.: 5.225 .:::: ''', ' . 1 . :'..;f 1 ,..a.iii . „t3 : : . f . : . . : ,i . ..1 . ,Fg: 0...:';;';',' s. ?..4 1 ,fig. .3,,*•`• . X -.. .. .:7:.i. : M5 BEAM 2 1. 1. 0. M6 Y:::''..,ill '''‘...::;1.5 .',. ' -:!; i',,1:61: .?•,.`f :. 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Steel Code ASD: AISC 9th, AISI 99 r: Altowabie "�Stress�Increase';Facto, {ASIF) " >a =� '1f333'r=-s .;k.. 'r r � \� " y "; = F �`: Include Shear Deformation Yes .49 Include :Warping . .. ,, `. . . .. Ves \. > . < 7 z.:: \; : , No. of Sections for Member Calcs 5 3 ... Redesign‘ :Sections . , . . _ .. .. :: ; :.Yes. ..x; Y: ' . s X> P -Delta Analysis Tolerance 0.50% Vertical -Axis : ; :. f Y ..,s .- ,•- :,, ' '''.:::=: STL 29000 11154 .3 .65 .49 50 HSS •:.: :: -29000 °' ; '154 ;.: j--� .: 3 ... 6 ... 5 = =. \ > . ;V , . , . §.','.fl.. Global Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Materials (General) Material Label Young's Modulus Joint Coordinates Joint Label ksi X Coordinate ( ) Shear Modulus ( Y Coordinate ( RISA — " f Version 4.5a [c :1RISA3d\untitled.r3d] Z Coordinate ( Poisson's Thermal Coef. Weight Density ( klft ^3 Ratio (per 10 ^5 F Joint Temperature F September 14, 2004 4:32 PM Checked By: Yield Stress ( Detach from Diaphragm Page 2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M1 N2 N4 Reaction Reaction Reaction PIPE STL Y ,. . . ... , ,. , ry �, ... • .. ::6:. BenPIN :&. N9 Reaction 2 °M2�.... p.N4= ' N5 .. ":::=;4•11:5'',',-; . Reaction . . . :TUBE :.'.HSS::'` ,-,- g :Reaction> . =:Y .. .. BenPIN: ..BenPIN Reaction Reaction :. . ..:. i:a: .. .,3 x. M3 N4 N6 N20 BEAM STL Y Reaction Reaction 9.5 N7 . - >90 r:TUE B .< . ;HSS ,Y. ...,; .. ., .. . , : ,2 " . M5 N8 N9 BEAM STL Y 2 M6; . ...N9 . • N10. .{BEAM T ., , •SL Y, : .. .. ,.:. .BenPIN'.eR _ . ..: t' . . ,.... 5 :3 1.3 M7 N7 N8 BEAM STL Y BenPIN BenPIN 15.33 ...M8.: , •:. : N6. >�N7 ,.: : _ :: ... EAM = =k ° � .:. STL' Y��. `_ .. _ _ . ;3; 83: =` M9 N17 N16 BEAM STL Y 10.5 : M10 . N16:;" :".N15 : :: ' > ... _ PIPE > :. 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' ". ... 7.5: M19 N5 N20 TUBE HSS Y 2 Company : Engineers Northwest Designer : Daniel Lake Job Number : Boundary Conditions Joint Label Member Data X Translation " RISA- Version 4.5a [c :\RISA3d \untitled.r3d] long screen for Sabey Data Center Y Translation ( krn ) Z Translation l kfin ) MX Rotation ( k- ft/rad X -Axis Shape / Material Phys End Releases Member Label 1 Joint J Joint K Joint Rotate Section Set Memb I -End J -End (de Set TOM xyz xyz xyz xy MY Rotation ( k- ft/rad September 14, 2004 4:32 PM Checked By: MZ Rotation l k- ft/rad End Offsets Inactive I -End J -End Code Length in in (ft ) Page 3 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Reaction Reaction Reaction Reaction Reaction �` N N2 : 8 4 . r,'-. 5:':.":,.',-: .... < ,. . . ... , ,. , ry �, ... • .. ::6:. ,., .. _ . .. :&. N9 Reaction Reaction ":::=;4•11:5'',',-; . 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None 119 M2 Z . . , .262 . . .262 0 0 1‘,48 .:.;.::: . :2',....r :j.3i."•..:-.i...';k4).;', ifri,','.'::•ii.:61::::262f,r: l' M6 Z .035 .035 0 0 l - ' ::3 t:... . ':0 , :-04 . , - 0 . :035.: . ;W:li,' , i, ,.....i.': :: 0 Company : Engineers Northwest Designer : Daniel Lake Job Number : Basic Load Case Data BLC No. Basic Load Case Category Code Member Label Direction Start Magnitude RISA- Version 4.5a [cARISA3d1untitled.r3d] long screen for Sabey Data Center Category Member Label Direction Start Magnitude End Magnitude F Member Label Direction Start Magnitude End Magnitude kift F F Gravity X Y Z End Magnitude F Joint Member Direct Distributed Loads, Category None, BLC 2 : wind load Start Location (ft or % Member Direct Distributed Loads, Category : None, BLC 3 : wind X-dir Start Location (ftor%) Start Location (ft or % September 14, 2004 4:33 PM Checked By: Load Type Totals Direct Point Dist. Area Surf. End Location (ft or °la End Location (ftor%) Member Direct Distributed Loads, Category : None, BLC 4 : LC 1 Transient Area Loads End Location ft or % Page 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M15 X .. • , .262 , .262 0 0 .. :-:,, M17 :', -- ' -.: '. X '-' 1 ,: .F:-:4 ::,, :: 0 ;,::.';,:. :''',. '-' ,',:-.,. 0 Company : Engineers Northwest Designer : Daniel Lake Job Number : Basic Load Case Data BLC No. Basic Load Case Category Code Member Label Direction Start Magnitude RISA- Version 4.5a [cARISA3d1untitled.r3d] long screen for Sabey Data Center Category Member Label Direction Start Magnitude End Magnitude F Member Label Direction Start Magnitude End Magnitude kift F F Gravity X Y Z End Magnitude F Joint Member Direct Distributed Loads, Category None, BLC 2 : wind load Start Location (ft or % Member Direct Distributed Loads, Category : None, BLC 3 : wind X-dir Start Location (ftor%) Start Location (ft or % September 14, 2004 4:33 PM Checked By: Load Type Totals Direct Point Dist. Area Surf. End Location (ft or °la End Location (ftor%) Member Direct Distributed Loads, Category : None, BLC 4 : LC 1 Transient Area Loads End Location ft or % Page 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M13 Y -.011 -.011 5.121 6.146 M13 :• ' 'Y . '''.:0..11 ', . , , .- 0.11> :' 6.146 . . .. .. . . . , 717 . . M13 Y -.005 -.005 7.17 8.194 :.M13 . .. ,„.,:.y.;:,:,..,.., ,...:011:... -i : ... , : - 011;:- << .,.. . .. X8;:19.4., .. t.:.2...921.9 > :4,.. M18 Y -.007 -.007 3 3.75 M18 Y.'.; .: ?= . .:> . : :`.: .014 . > :'. .. ., r 4.5, :.,.. n........ x5:25: :,..: M18 Y -.007 -.007 6 6.75 , .. .; M18 .. . Y:.. ., r. 0071 �. x , . 007: = . > . : ;f;6 75?; . .` .'> . .. 7.5 -.. ., M2 Y -.004 -.004 .383 .766 A>M2 . :: . . Y::: .:; A09 . . ..- 009.. ., .... . k.... 7.66; : 1 14 M2 Y -.004 -.004 1.149 1.532 ., .M2 '< Y : , :009:' :' . - 009 ...:1:532. :915 M2 Y -.009 -.009 1.915 2.298 • M2 . .. Y _. 004h , ....... , ...004 '. ...• . ,.: -2.298 ; .•• .. . .. :2:681;:. ...... M2 Y -.004 -.004 2.681 3.064 M3 } ,... ,. Y ... •. :•. :. .; :O Q4,.>:`...,, •.•. .,:. =004.. ...., . :...,.O... . t. .. 95.YT:= ._. M3 Y -.005 -.005 .95 1.9 M3 :..A.,...- ..: w: :: .:.: ' :....:011; . 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Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 5 (continued) Member Label Direction Start Magnitude End Magnitude RISP- _ Version 4.5a [c :1RISA3d1untitled.r3d] (k/ft, F) (k/ft, F Start Location ( ft or % September 14, 2004 4:33 PM Checked By: End Location (ft or %) Page 10 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 .M15',=. ?.; -> Y.-•, . :016:;.; ,._ O16. -, , ♦. ,,.. M6r =:?♦x. M15 Y -.015 -.015 8 10 .:M15.. > . Y> . ..011 .\ .. 011 `. . . .... .. .. ,� x1:0 ,.x �:. .'12 ., , : . M15 Y -.009 -.009 12 14 M 15 Y -.004 -.004 16 18 ° -:M15 : : :. Y: • . .001 001: M16 Y -.006 -.006 0 2.214 :,.M16;: .. Y :> ; ;:x _018k . .^? ..n.,...018W_.... ..... .x2:2'14.. .. . _.4428. .,. 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Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 5 (continued) Member Label Direction Start Magnitude End Magnitude RISP- _ Version 4.5a [c :1RISA3d1untitled.r3d] (k/ft, F) (k/ft, F Start Location ( ft or % September 14, 2004 4:33 PM Checked By: End Location (ft or %) Page 10 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 M4 Y . . . -.029 -.029 .6 .8 -'...7 S - '..5V -;P7J-7.,k,0",4:0.15,00tit'.g-: • tkfig,.:ig;13 '`,:':,•?)..:":,..- :;,i=4.4: §'..:4:',532 M8 Y -.015 -.015 2.298 2.681 108 ::',= . :;1.;::::;.4 - :,;.4'...:-,'!4:01&Pf&.0.i%'..-. , '"6..fai, - ..:*.g4 1 .4715K - r:.M.i..*M.I . ,-.3..., C tki, M4 Y -.027 -.027 0 .2 ,,:,:•:::,-....::: ,.m13•„.:::: ,,,,--,. ......... , .:74.;:,..:,: , . 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M1T:rica - , .:‘,3' . .'.. , :':' , :,.Y.A., , 4.: • - ,W4N.:' - .0:011:M. - ;§.4..rg,..C; 0.1g.kA101012:::',:irjt?',',:..";. M17 Y -.018 -.018 10.012 12.015 -,1'... T :. j.Vt:7N„-'il'.•,-:;"5 ."::: ?'1Mi=016M ..„ er4:017i M17 Y -.018 -.018 14.017 16.02 :-•: .,;: ., :....1:,-, - 4 . ?Y:. , : - :,',.:.W. , , • .',7W. 80: . g:. , ,..i,r,.....fAMEW.::i , .,g P..1t025.:;6*,.4115:02Z:::::,:..ii M17 Y -.002 -.002 18.022 20.025 Company : Engineers Northwest Designer : Daniel Lake Job Number : Member Label Direction Start Magnitude long screen for Sabey Data Center Member Direct Distributed Loads, Category: None, BLC 5 (continued) End Magnitude (k/ft. F) Start Location ( ft or % September 14, 2004 4:33 PM Checked By: End Location. ( ft or % Member Direct Distributed Loads, Category : None, BLC 6 : LC 3 Transient Area Loads Member Label Direction Start Magnitude End Magnitude Start Location End Location RISA-T Version 4.5a [cARISA3d1untitled.r3d1 k/ft. 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M6 Y -.007 -.007 12.264 13.797 • :: 'M6 • :':: Y: > : :. -.007 . = 007. : • :13:797 15 M7 Y -.007 -.007 0 1.533 .. .. ... .... .< 4 _, x , .. .,_ . 004� t _ . � . ...:�:..... .1.533.' ...... ti ....3;066 .. . M7 Y -.004 -.004 4.599 6.132 Company : Engineers Northwest Designer : Daniel Lake Job Number : RISA I Version 4.5a [c:1RISA3dluntitled.r3d] long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 6 (continued) Member Label Direction Start Magnitude End Magnitude Start Location (k/ft, F) (k/ft, F) (ft or %) September 14, 2004 4:33 PM Checked By: End Location (ft or %) Page 12 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M9 .:: ;° :Y '. 002 , . . . 002. " 0 , .. : 1:05;. M9 Y -.005 -.005 1.05 2.1 •;M9 :- Y' z= ..... ..012'., . .......... . _. . . •: 012:- � :��2 >1 -.�� - ,. .....,:..... <. :3.:15 .ti.. M9 Y -.014 -.014 3.15 4.2 : M9.... . 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M13 Y -.005 -.005 7.17 8.194 .. .M13 . ... ,Y . 4:01:1: ,�, .r.: ? . , .. 011:.: : . x:=;81.94 , . . .... 9: 219 ., _ Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 6 (continued) Member Label Direction Start Magnitude End Magnitude Start Location Member Label Direction Start Magnitude RISA- T Version 4.5a [c:\RISA3d \untitled.r3d] k/ t. F) (ft or % k/ft . F End Magnitude l k/ft. F Start Location ( ft or % September 14, 2004 4:33 PM Checked By: End Location ( ft or %) Member Direct Distributed Loads, Category : None, BLC 7 : LC 4 Transient Area Loads End Location ( ft or % Page 14 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M18 Y -.007 -.007 3 3.75 =M18 , .. Y -.014 ;':< , . x. . <... 0.14:. . , , .. . .: .. a. ., , ' .< . .;.4.5 X .: . .. . .. :5.25: , . r. M18 Y - .007 - .007 6 6.75 M18: . : Y . . . .. _. . � 007 v. ;oa.7, .. 6 ?� �. x . ' >. : .... .. 7 �. ;,= M2 Y -.004 -.004 .383 .766 :: : :M2:.. :Y . .i - .009;;; . , .: -. -.009 t . .-5 ;:. 766 : :. . ._. :1:149: . . ... M2 Y -.004 -.004 1.149 1.532 . , .:.. :Y . �. .:: : .; . `009;`: : �. � ; ,.., : ':i009 : 1:532 : : . = 191.5 M2 Y -.009 -.009 1.915 2.298 ::•. ::,:= ::,.M2.. r : Y. •• - .004:: .. , . X004 .>' .. .: 2298 2 °681 • .- : . M2 Y -.004 -.004 2.681 3.064 M3 .; Y . 004 > R- " � � � <004 ' �; X M3 Y -.005 -.005 .95 1.9 • M3 :. . Y = :01:1 : : '. -.011 ..9 .;:. ;1 , 2.85 c M3 Y -.004 -.004 2.85 3.8 ` ... ,. . ,.. . . ,. � ..:007 . ,... , .. 38 . �:.. ,.. , . .:4;75 M3 Y -.005 -.005 4.75 5.7 M3 Y ._ : 0024;'51' . i:..,.. 002 . .... , ` < 7a . . .65 ,6; =� : M3 Y -.004 -.004 6.65 7.6 . . :': , M13, ` ; .' ; :Y •� :. .003::x... . , :.. :. .. .... . 003....:: • ... > . _. .. . - ..,. . .... ., ..1...024. .. ... M13 Y -.005 -.005 1.024 2.049 • -.:. -:`M1. ; ,Y . • • • ...01 , : ;. ...:2.049 .. ..... 3.073 . M13 Y -.008 -.008 3.073 4.097 , . . M13 .. Y . - . 08: : . :•:008 : -�: ::'z' ;4.09 .: .: M13 Y -.005 -.005 5.121 6.146 ' M13" . , ., ., • Y ..: > : =; - :005 f:-: = : :7.17 ' ;' .: . M13 Y -.003 -.003 7.17 8.194 _•,M13; ::.1( r ; =.002 < .. .:.:: . :.:- '.002 `� .: 1: 8.194 ,. : :: ;9.21.9: : M13 Y -.00 -.002 9.219 10.243 M6 Y -.004 -.004 1.533 3.066 :.Mfi :!Y . .004. :'. ... >.. <4;599 , .. _ -.004 ... .. - . .. 6 .132:: :: M7 Y -.004 -.004 1.533 3.066 M7. Y • .:004. . . ..: :004 . '4 :599: ... 6::132 - M7 Y -.007 -.007 6.132 7.665 :665 - .007: : , , .. , ... OOZ .....,: >. ::7 .... ..... 9 198 <. .. M7 Y -.007 -.007 9.198 10.731 Company : Engineers Northwest Designer : Daniel Lake Job Number : Member Direct Distributed Loads, Category : None, BLC 7 (continued) Member Label Direction Start Magnitude End Magnitude Start Location RISP- T Version 4.5a [c :\RISA3d \untitied.r3d] long screen for Sabey Data Center F) ( ft or % September 14, 2004 4:33 PM Checked By: End Location (ft or % Page 15 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ' - .. M7 1 ° Y. • „ .00.7 ; .: ' -, -P. > -,, : ti .; 007 Z0 : *' . ... `,• :.12 264 : �; •: .. . :13`.7.97 :; <:<:' `< M7 Y -.007 -.007 13.797 15.33 . , :M6 , , , . • ;Y, ,, . 004 ,...:' .. f :. • :Y =.004. • x . 1:5 33 :. • ... :3:066 =; :> :: M6 Y -.004 -.004 4.599 6.132 . > M6 • . `.007. ... _ `= { :. • .... 007.:' a, _ .. <... 6:132. _. x. :;7:665...x. M6 Y -.007 -.007 7.665 9.198 • . M6 .:: .:YA- • F .0.07:f '= . .007: •'`:. `:k 9198 ,.... ., :;> 10:731:. ^.... M6 Y -.007 -.007 12.264 13.797 - .:. -. ..: > ...: : Y.: - •.. :.007:. <. ,- W . - .007 :: , .:: :13.797 ... 4':Z 1 :5;33 ;. _ f M7 Y -.007 -.007 0 1.533 : .;M7. _` .. ; Y .•: :: :. Q4 � .. _004:!'= .1:533 .;:3066• = M7 Y -.004 -.004 4.599 6.132 :M9 Y . - .002 °.k , ........ _ , .:..002. 0 ._:.. , ... ..... • 11'.05 > . M9 Y -.005 -.005 1.05 2.1 • ' .- Y,. . 012; :OT2 ..... , 21. ... .i•:31:5 M9 Y -.014 -.014 3.15 4.2 : :016" . w'... -.016. .... , .•.. 4.2:;, t . 5 .25. ... M9 Y -.021 -.021 5.25 6.3 . -.019 �, . - 019 : , 6 3:'. . .7,.35 . M9 Y -.016 -.016 7.35 8.4 M9 : Y : :; .. .007_' . . - :- ., • , 1 ,- .• . , . .0.,t8 4, , .. 9.:45 M15 Y -.002 -.002 0 2 <. M15 , ••;:...W < = > :: _ 009; _., .. , ..` :009:; 2 . t; M15 Y -.02 -.02 4 6 . 4:M15: Y .. ...016_ .... -.016 ... :. .. ...... 6 : ,F `... 8 M15 Y -.015 -.015 8 10 M15 : Y' 11 ° 011 =.1:0 M15 Y -.009 -.009 12 14 M15. •Y... .009 ....... , .009: .. _ a..<..;x 'kl,.` , g ., .:.,__. .�(6 . l :..,. M15 Y -.004 -.004 16 18 . : :;001;:. > > M16 Y -.006 -.006 0 2.214 M'16 ::. Y :- ::018 , • ., a = :01 -' .... :.221`4: , , :4.428 M16 Y -.028 -.028 4.428 6.642 . Y:',' . -.033 ........,... - 033 ;6:642.. • > : 8.857 ..._, M16 Y -.026 -.026 8.857 11.071 :. M16: Y .. , A.. .. ' :012:.. ... ..... . - 012 . . ,.. ...::1:1":07;4..:....: . 1 3:285 . Company : Engineers Northwest Designer : Daniel Lake Job Number : RISA -" Version 4.5a [c :\RISA3d \untitled.r3d] long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 7 (continued) Member Label Direction Start Magnitude End Magnitude Start Location k/ft, F) (k/ft, F) (ft or % September 14, 2004 4:33 PM Checked By: End Location (ft or %) Page 16 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M16 Y -.001 -.001 13.285 15.499 M17 . . .. Y. ... . _ . - 01`•. , : ...• . ,. 01 . ,... ...: ::. 14:01:7 ;.: x ... , . ., x°1602.. , ... . M17 Y -.01 -.01 16.02 18.022 : M17 ; . ; : . ; ... : Y; . =: -: _ . : - _ � .. ,,005.. -u � �..: 00 :.. 5k =.. :....,. • .18 022:...:• .' <,:, . :fig:: > 20.025 :. , M3 Y -.002 -.002 0 .95 ;M3 . :Y. .005.: .. • _ n. , . :.. ;005.:- _. . . ;x ..__ :95 r . .._....., :1.9 F .., , . M3 Y -.009 -.009 1.9 2.85 M3".;:',?-: :; :. ::. Y. ;: N .. - ::.. .Q1.2M. th .,..:, 012 � . ... . _ ... Y . .... ... .. M3 Y -.014 -.014 3.8 4.75 . M3 .; -. Y; . . :026 = ... ._... .. • , :.- . :. „ ; Y.. ; , <::: 4.75:'..... .,... _ _._: 4: > . M3 Y -.016 -.016 5.7 6.65 .. �. ;M3 - -.4 .... y . .. , ... _ . �... x,16 ;;a , .. _ ,, , :0'f6 4 ., ... , ... .. 6 it :,::.;f:.: :w _ ...... , . , = ',z.`,,u: . M3 Y -.007 -.007 7.6 8.55 �• M3 Y.,. � .002�'� a , :002 , ..�:8 =55Y . .. , ... .9 r' : M15 Y -.003 -.003 0 2 M15 •Y 7.�.: kx: ...DO x .. � 007` : : �`��x: . . .2. :... .. t . ,.4;- M15 Y -.006 -.006 4 6 M16 . Y . , , , ..004 Y= `.- ... > :.,....004: .. ; ' , . .... ; '.. M16 Y -.019 -.019 11.071 13.285 M16 : Y;_ =.. 1032 =,. . ,0., ,. 032 • a X1:3 :285. , . ,15.499. = M16 Y -.029 -.029 15.499 17.713 ,.M16','• Y. .:>:.:0:19 ,. . 019.:. :. , x.,:17.71.1 .... . .. :.1.9:927 ,.. M16 Y -.005 -.005 19.927 22.142 ,. M17 , . ':.Y.:..:, .: � .001, ti = 4001:: .. .. 2 0 02 M17 Y -.003 -.003 2.002 4.005 . .. M17 ;. - .. . , Y : :: . .009'.` ?4 ..:- - ...:.4:005 - M17 Y -.01 -.01 6.007 8.01 . . . .. , :.. .:• : . :M17 : �.; - ::Y ... .. 012;':;' M17 Y -.018 -.018 10.012 12.015 . M17, Y:: :. -:016. . =:016 ' ...... . :;:'14.0.1.7: M17 Y -.018 -.018 14.017 16.02 . M17::: .. Y; : r ;0 <x: . . 08-x.. , ...... 008 : r< -. • .,. 1.602 M17 Y -.002 -.002 18.022 20.025 Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Member Direct Distributed Loads, Category : None, BLC 7 (continued) Member Label Direction Start Magnitude F RISA i Version 4.5a [c :1RISA3dluntitled.r3d] End Magnitude Start Location F) ( ft or % September 14, 2004 4:33 PM Checked By: End Location ( ft or %) Page 17 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. �.i 1 max 0 1 0 1 0 1 3.634e -3 3 NC 1 NC 3 min 0 1 0 1 0 1 -3.51e-3 4 NC ... ,.. NC 2 max 0 3 .005 4 0 1 3.634e -3 3 5031.031 4 NC 3 1 min 0 4 -.005 3 0 2 -3.51e-3 4 5031.114 3 NC ' fi r, t: : ; �. 1 z:.. 3 max 0 3 .017 4 .003 1 3.634e -3 3 1433.786 4 7533.139 1 1 1 dl +wind Z 1 Y ( 1 1 1 1 2 1 4 .294 2 .588 2 0.000 1 3.085 3 min 9.:542. ;; 3 j :2, ]•: , •:':;di -wend Z, : ' . }�y. } -. . } ... : } >.,.....K }..1.., : x. _ .. 1 .r. ..'2.,... 41... ,....... .. ... ,.. :. , ....:.yp:: x- x�:<;p i �'x; ?i:. . ..� "'rx -r. ' rx � .: > i :`. :z .. ._,..� . r, . .: ..�c>.:: . 1 .• :Fx�.:r t x,r<K > rJ. i.,x. , ?rx "i• •. ,.?�\.. .i�, .,..x�:!x- `... < \.; • �•: % . - : ; .x.. ,. ... .. :',.:{?;.<,,:',?::::;: y- . J . .:r 45: `: .,.! .3 :xr 1 3 dl +windX Y[ 1 1 1 1 1 1 0.000 3 1 mint: 0.000: * : 4.6M , ,1.. r . =268 .:: r"l 0 000;,. 1...:0.000`...<1 >: . . $. :4'.. , ._::di:winrlX - �;� y..� ,� r,��;;r :, �.::.1 -: ' fi r, t: : ; �. 1 z:.. , .1 ; �\ x k . X�x t ,. :: f \ .!,t :;g0. - .:„4.,;:.5.,. .07 ... , [ `t 2 `:zxi��'�1.r �Xi ' ;. :. ri z..rx�.> i.. Y ..li v /:: Kru.x• i �.�Y.x � \. ^:�... . . � c�i!:,"l.. ... r. ... r. . .. • {r.'x,..>.�.`;..xx, �'x `4�: �x ,, x'.4n, ^..'> �,.'%��' x.::.'kl �''. :..:17.§i,,-.F.:,::':,',:,,,,. . , ... ,... i:ti N2 max 1.542 4 7.174 4 .294 2 .588 2 0.000 1 3.085 3 min 9.:542. ;; 3 , - 5.7261 ,`3; = x, z , - .58.7;: . 0.000x= N8 max 0.000 1 .046 1 .268 2 0.000 1 0.000 1 0.000 1 mint: 0.000: * : 4.6M , ,1.. r . =268 .:: r"l 0 000;,. 1...:0.000`...<1 >: >> ::0.000'; 1.. N9 max 0.000 1 .07 3 .268 2 0.000 1 0.000 1 0.000 1 : . ' ; min - , ::0.000 ` , 1 . - :035. . 4:. .. - :268.: .1: ':.0.000 . ..1. , , ;. :0.000 > :,1> . .0.000 ;_ 1 . N15 max 2.59 4 7.882 4 1.692 2 1.605 2 .001 3 2.151 3 , . 'min: = 2.589:':: a 3.:. ;= 6.668;. .3..= . ...1::692 1 .: -1 606 1 :: ,-;:001;..:x.:4... : ; .T. . \ 4...;. N18 max 2.653 4 7.278 3 0.000 2 0.000 2 0.000 3 2.655 3 . , , min, - 2.655 :. :3;x .. • 7 :273 ,..4 ::..:0000 ';;' -:. . . . ,_: :0.000; , et ;' ... 0.000.:;;= .::‘ ::: N20 max 3.701 4 6.603 3 .558 2 1.083 2 0.000 1 7.402 3 • : :. > °; •' mini' : - :. -3.701 ; : 3 : .. = 6 261 :x:•.: :,; : ;: - .558: , ;: s -1 . -1 ::083 1:. 0.000 1 . , ,, , ,..-.:4A02.it, 4 Reaction Totals : max 10.487 4 1.602 3 3.08 2 min: , - 10.482 .`3 .ii \ .;1.602:x:. = ;l: 3 :08: 1;R Company : Engineers Northwest Designer : Daniel Lake Job Number : Load Combinations Num Description Envelope Reactions Joint Label X Force (k) Envelope Member Deflections M 1 long screen for Sabey Data Center Env WS PD SRSS CD Y Force Lc (k) BLC Z Force Lc (k) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc in in (in RISA l Version 4.5a [c :\RISA3d \untitted.r3d] Factor BLC Factor x- Rotate ( radians l BLC September 14, 2004 4:33 PM Checked By: Factor BLC X Moment Y Moment Z Moment Lc (k -ft) Lc (k -ft) Lc (k -ft Page 18 Factor Lc (n) Uy Ratio Lc (n) Uz Ratio Lc NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Le M3 M5 in (in RISA Version 4.5a [c :1RISA3dluntitled.r3d] in x- Rotate ( radians l September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Page 19 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 min -.001 4 -.017 3 -.003 2 -3.51e-3 4 1433.809 3 7526.655 2 4 max .001 3 .034 4 .006 1 3.634e -3 3 716.286 4 3763.383 1 min -.002 4 -.034 3 -.006 2 -3.51e-3 4 716.298 3 3760.143 2 5 max .002 3 .053 4 .01 1 3.634e -3 3 455.643 4 2393.959 1 min -.002 4 -.053 3 -.01 2 -3.51e-3 4 455.651 3 2391.899 2 11 max ...053.:...3 __::002, , ::3 01, : 1 . r :3 309e 4 :�:1 . N =• ... :C. . ,: . .NC ... . . .< , ..:-.. =.min - - .053 ::' 4 ... -.002x ..: a4 : .01 ,.2 >`3.:2980;+ 2 a . NC < ...> . =N. C '2 ..: max ..053 .. :.3. ` :. :.0 :::.. .... ..012 1,> 1.3:516e: 4 :. , 1 fi x.� .NCz =a NC .. . . •min - 053•-x; ..01. ...:,4 ` :012;1. 2: -:4 -2 ..,NC : :.N .. ,.. max .052 -. ; 3 . :',1. - • Q . ; %3 :012 ... 1 `3722e 4• v''.1?,:. . ANC .. :.NC : :..::..052 : 4: 0 <: -.012 > 2..<: 3716e -4 ;2 max : <.052 :. 3-:= .: :. ;:0<. ... { :4 ...::011 _ .: , 1 • =:3 929e 4:. , :.1 ;.. -NC.. ::' ANC . . . •min • . - 052 :: = .. ... .. :0 :> . ;.3. - 011.: 'F'2 ;.. 3":92 2 . 1A ;NC . :.: . < NC . 5 max ..052 ` .. ;.3..,‘ . ' :4. 008.< > 1. . 4.136e -4: x1k ., :NC :. . ::. - .NC . . min .-.052-',. '44 .. .:002. : ::'3 -.008 > .2 .: 4.123e -4 2 . .... NC:. >:: .. 1 max .002 3 .053 4 .01 1 3.634e -3 3 NC NC min -.002 4 -.053 3 -.01 2 -3.51e-3 4 NC NC 2 max .004 3 .069 4 .017 1 2.708e -3 3 NC NC min -.004 4 -.068 3 -.017 2 - 2.616e -3 4 NC NC 3 max .006 3 .085 4 .02 1 1.783e -3 3 NC NC min -.007 4 -.083 3 -.02 2 - 1.722e -3 4 NC NC 4 max .008 3 .099 4 .02 1 1.615e -3 2 NC NC min -.009 4 -.096 3 -.019 2 - 1.586e -3 1 NC NC 5 max .01 3 .11 4 .018 1 1.559e -3 2 NC NC min -.011 4 -.107 3 -.017 2 - 1.562e -3 1 NC NC 1 max .002 :4 03 . . :102 ::. 3 '.'..1.:3456.3::•;, ::1: .: NC ,. ., .min ...=.002. : :: 3: . . : =:029 .> ::2. = 103 ' : : 4 :; 1 349e.3. ' ' . :: ; NC :; . *?::::.:NC :.: :. , max : .002 :::: 4 • ' 029 ..:i1; > '103 ; 3 ; 1 345.e -3 :A.4.1 NC .: . ..NC : min - .002:. 3 : , .,.'...:4;028 .1 .' '...Z I: -105 .::4 4 :.. •',13490 3 2::: t..,. ::NC .. • ...w .. ':.NC . ..... 3 max , :.002.::,-. . 4 ..027 . :1 : :.105..;: : . 3 :. 1`:3460 3'' = R1:.: . .`NC . := , : .;2',i' , .: : NC. min - .002. ;,;. .: 3 : ,; -.426 2. ..1 0 ... 3 F2 . 4 .: -1349e , ,, NC . :NC . 4 . Max . _ .002. :4: , :::: . ' 1.. .!.106 , . .3 :> 1.3460 3 . .:1 ::: NC:::?:;.::;; ... NC .min - .002 - 3 , ...:024 .. :2 . - . 108 . : 4 :: 349e.3 .'2 ...= NC;..� .' . . 5. 'max ...002 4 ..,023 ..:.:1> ......107 .. 3::1: 346 - 3 .:1 > ..::NC :.NC -min - 002 3X .. •.022 ' .:2 .. . -1:1.. ; .. , '4 _...1 =:350 3 2: .`NC:.. . _ NC ....... 1 max 0 1 .11 4 0 1 1.265e -2 2 3372.409 4 NC min 0 1 -.107 3 0 1 -1.265e-2 1 4948.289 3 NC Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Le M3 M5 in (in RISA Version 4.5a [c :1RISA3dluntitled.r3d] in x- Rotate ( radians l September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Page 19 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 2 max 0 1 .108 4 0 2 1.265e -2 2 4539.499 4 NC min 0 1 -.105 3 0 1 -1.265e-2 1 6802.497 3 NC 3 max 0 1 .106 4 0 2 1.265e -2 2 6901.548 4 NC min 0 1 -.104 3 0 1- 1.265e -2 1 NC NC 4 max 0 1 .104 4 0 2 1.265e -2 2 NC NC min 0 1 -.103 3 0 1 -1.265e-2 1 NC NC 5 max 0 1 .103 4 0 1 1.265e -2 2 NC NC min 0 1 -.102 3 0 1 -1.265e-2 1 NC NC : : max :.103 :4 ..- =. `0. : s1 , . : ..: 0. :� . :1:.; ,f,.,•:...:',.. .0 ,: . . 1 Y. NC :. :ANC;::,; : . : min .:. =.102 : 3.. ::.. 0 .. max :103 � 4 003 : ..3..•519 ...:. :.; 2 :::4..2832 5..:1 .. :, NC'... ,..: 359.802 . 2 ;min .. :102 .,3: . 4A/, .:. `;4, 519 • . 1 :;4 412e . -5 'i 2 . :. NC : > .. r . , :: ; .. 1 3 max , > 103 - 4 : :'..:001 F • ,. :::::732. :: = :.2. ° '8.565.65.1 ..:ANC . ,'256:359 2 ° min `- .210:: 3 - 2 ;012 4::. 1 . _ 8. �823.65 • =2 . NC 256 :359 1 ..:4 ':: Max. . ,4 ; .. �. .. .: :.533 ; 2 :. �1.285e - 4 y ;r1, ...:.'NC . =359 :,802 2> > >. :min .. =,102 .. . '.3 = :008 „4 > . .. ` 534:. 1 .. .. ?:.:1; >:2. , : =NC < �2 , ,:...359 . 1302::1:'.: -, .: 5 . max ..103 .:: : 4 ..':; :x.002 :` <`4 . ::::029, : 2 , =1.7:132 4 . :1..... .:NC ; , WNC .min -102 ... .3 ` • • .- 002 : 3_. • -.03' ;1....=.1� 765e -4. _ . = .. . ..: :. NC ,. 1 max .107 3 .002 4 .023 1 3.423e -4 2 NC NC min -.11 4 -.002 3 -.022 2 - 3.37e -4 1 NC NC 2 max .107 3 -.005 4 .528 1 2.568e -4 2 NC 359.802 1 min -.11 4 -.007 3 -.528 2 - 2.528e -4 1 NC 359.802 2 3 max .107 3 -.007 4 .729 1 1.712e -4 2 NC 256.359 1 min -.11 4 -.009 3 -.729 2 - 1.685e -4 1 NC 256.359 2 4 max .107 3 -.005 4 .517 1 8.564e -5 2 NC 359.802 1 min -.11 4 -.006 3 -.517 2 -8.431e-5 1 NC 359.802 2 5 max .107 3 0 1 0 1 8.48e -8 2 NC NC min -.11 4 0 1 0 1 -8.386e-8 1 NC NC 1 ;,; max - ::.107:.: - .3 :: :.:.01 . :3 . :: .018 .'' 1:: , "8.3962.5.:;2;;:, , :.3889.601 3 ::NC min .'•:: -;11 :.., 4: - -.011 ::4 = 017' 2 ::.- 7.:8860. 5. .';',.1.•: : 4. ::.: NC< :.. ; < 2 := max . :.107 : >; . 3 , : .,,,:.:006.V. :. 3: , :.:034 . ;1.486.2 2 ..5510.347 ''''..1::::; 4 : 3. .::.3087.7.61.: 1: ',min ' : - .1:1... 14.:, . . .008, :.: ... - <;4 = 03 .: 3. 2 ; : 1' 434e -�4; ,.1 :.:5025.66 [. '.:1,;:4:',::: ':3087:56 3, max :.107 3 :` : :.003 :>3 :... 041. 1 : 2. 131:2 4 , 2 ; ;:8685 62. <. ..g...3..4 ..: min :; -11 • ,' 4 . : -.004: : '4 ..:::= 041 .' 2 2 079e� -4 x:1 7.7:19::952 4 _ 2:1.99.729 4: max '.107 -. . 3 : :.;,0 . 3 .:: :.036 ` 277:e -4 :.. . NC :1. 7 .87 :804 :<.:'1. .. 30 . _ .min - ,1:1... ..4, , .. = =001. . • 4, . -- .03 r. 2: > := 2.7252.- 4. . : 1 x; :NC . ., :.3087 :66. 5 max : .'107 . s3.'.. x.002 '4. ....~ :023:. .,. ',4-4230=',i2."0 .;.. " ,,:NO .. .. NG. .: ; - `M6 Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc (in) ( in) (in) M7 =:M8 RISA " Version 4.5a [c :1RISA3dluntitled.r3d] x- Rotate ( radians September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Page 20 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ti� Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc M9 M10 M11 in (in RISA -- Version 4.5a Ic :\RISA3d \untitled.r3d] x- Rotate (radians] September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Page 21 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. mm : 11 : ;:. .4 ;:: >: - .002 , , >:3a: .:: 022 .:2. =3:37e 4:. ,.. 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Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc M9 M10 M11 in (in RISA -- Version 4.5a Ic :\RISA3d \untitled.r3d] x- Rotate (radians] September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio Lc (n) Uz Ratio Lc Page 21 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. : . MAX r;:‘ :00,W, • :;1 i.,' 'AZ:i: :•-...4 s L ‘ 't44.1: .i;1.g.,110.40,i: min :,': :?.C:-.T4i-::::- :?1#g `.:',Zi14:00.U'4: '-.0V.:')‘!.k:.0kiZi*.: h;i$,VA0§.;. A9477:00.5 f';: ..,i5 inak .0;:i .1 :.O ? • :.:1 O,'*6:'.Z%0'4 OS aPNG::14.,' ,:','.1:1■1Q'il •45 min .-::- -; '.. 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Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc • in) ( ( M17 M19 x- Rotate (radiansl September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio • Lc (n) Uz Ratio Lc RISA "-( Version 4.5a [c :1RISA3dluntitled.r3d] Page 23 NOTICE: IF THE DOCUMENT S DUE TO THE QUALITY OF THE DOCUMENT. THAN THIS NOTICE IT MENT min 013 ' : 1 , 119 . K `.. `;083>` - 4 � 1 895e -4 2 2455:498 4 : � NC . 3 ` : Max' ,, :012. :2: >. :.. : 146 : c. :3 .x. , :.071... :.3.... 3 4'.44e -4;: 1 _ .1738.1'48.,3. NC.. . :min = 012, 1 % :161 h 4::: a : ":073 . 4 . • .�4;e -4 2. • ` . '1738:9:48 ..4 . 4NC .. .F~ Max .:.011 .. 2 ,: < . . 104.x.,. .2 .. .. :.062 3 .. 6 227e - . ; 4 - • 2448.824 _ 2 :'. , . r NC . .: thin-. , 1.. , ..1,1:4 ::1 '''".:063:;.i.4':: 4, - 6:9.1:e ... 3, . = 2448.8 . . :,. . .1 r:,;; NC . . 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N C,_ 4 . max ,. .002'.:::::.: 4 ; x:.093 �:: :4 , :..: ' 03 :; :. :1 344e 3 1' . : 1 . . . : NC . - NC :min - .002: .3. : =:093 3 :.y::.03 :. .,.> 2; 1.348e -4,3 ;; 2 :NC..:: ..?t::, _ NC 5 : max :,' .002 • , :',;4_ , .1.03 4 :..:, 03 .. 1. : :1 345e 3 1 ... : NC' =r:. ,, - :min ::: -.002 Y : �:3 : :. ::1.02 :' K. 3 : , .:r - .029` < : r 2: 1- 349e 3 6. . -' : NC :? ; :,<r g NC .. x ..:: 1 max .002 3 .052 4 .008 2 1.345e -3 2 460.318 4 3180.795 2 min -.002 4 -.052 3 -.008 1- 1.342e -3 1 460.314 3 3179.538 1 2 max .001 3 .034 4 .005 2 1.345e -3 2 713.527 4 4904.136 2 min -.001 4 -.034 3 -.005 1- 1.342e -3 1 713.522 3 4902.482 1 3 max 0 3 .017 4 .003 2 1.345e -3 2 1385.632 4 9476.391 2 min 0 4 -.017 3 -.003 1 -1.342e-3 1 1385.621 3 9473.704 1 4 max 0 3 .005 4 0 2 1.345e -3 2 4461.226 4 NC min 0 4 -.005 3 0 1- 1.342e -3 1 4461.192 3 NC 5 max 0 1 0 1 0 1 1.345e -3 2 NC NC min 0 1 0 1 0 1- 1.342e -3 1 NC NC Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Envelope Member Deflections, (continued) Member Label Section x- Translate Lc y- Translate Lc z- Translate Lc • in) ( ( M17 M19 x- Rotate (radiansl September 14, 2004 4:33 PM Checked By: Lc (n) Uy Ratio • Lc (n) Uz Ratio Lc RISA "-( Version 4.5a [c :1RISA3dluntitled.r3d] Page 23 NOTICE: IF THE DOCUMENT S DUE TO THE QUALITY OF THE DOCUMENT. THAN THIS NOTICE IT MENT 1 max 7.174 4 1.542 3 .294 2 0 1 .587 1 3.085 3 min -5.726 3 -1.542 4 -.294 1 0 1 -.588 2 -3.085 4 2 max 7.174 4 1.542 3 .294 2 0 1 .44 1 2.313 3 min -5.726 3 -1.542 4 -.294 1 0 1 -.441 2 -2.313 4 3 max 7.174 4 1.542 3 .294 2 0 1 .294 1 1.542 3 min -5.726 3 -1.542 4 -.294 1 0 1 -.294 2 -1.542 4 4 max 7.174 4 1.542 3 .294 2 0 1 .147 1 .771 3 min 1 -5.726 3 -1.542 4 -.294 1 0 1 -.147 2 -.771 4 5 max 7.174 4 1.542 3 .294 2 0 1 0 1 0 1 min -5.726 3 -1.542 4 -.294 1 0 1 0 1 0 1 ::• ::'max - ,:1 := ` ,..01 . :.:91 .:: :::::502, :.:> .2;..::0340i. ;.2. . 0 :.: 1C : 4: : =1 A min : -=.1:11;;;; 4 . 01"...:::3 . 502.. 1.5: .:033. :1 ... •. 0 . 1 . - 0,> . 1 2 . Max _1 107•: :.!:'"3:7';;;• '4 :x...251 2 ::.:.034. . :.:2 .. :36. .. 2`: .008.. min , -1.1.1 .. ::AO ,,,. '006 .. =3: 4, 4251: _ . 1 x .. .033 : ...1. .. 36.. . 1, .. .. 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September 14, 2004 4:33 PM Checked By: Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (k) O O ( ( ) k k k-ft k -ft ) (k -ft Page 24 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. J 4..: '•:Mak...... .,a,t; .•;.::?.?: .. 4.1k . .:).......'A'48•4.g • :'.:',"4C.C.a.:01ii'a r-. '"0;4. :.' if' -.:a,:13.,: min -.053 i . X , . 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Company : Engineers Northwest Designer : Daniel Lake Job Number : Envelope Member Section Forces, (continued) Member Label Section M17 - an1 M19 RISA-7 Version 4.5a [cARISA3ciluntitled.r3d] long screen for Sabey Data Center .0 September 14, 2004 4:33 PM Checked By: Axial Lc Shear y-y Lc Shear z-z Lc Torque Lc Moment y-y Lc Moment z-z Lc (k) k) (k) k-ft) (k-ft) (k-ft) Page 28 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N 1 max 6.603 max 0.000 1 0.000 1 0.000 1 0 1 0 1 0 1 -6.261 4 -3.701 . min : 0 .000 .x :.. 1....' fl 1. ,0 :0 0 , .. 00 4 . . max 0 1:= N2 4 .558 max 0.000 3 0.000 3 0.000 1 0 1 3.634e -3 3 0 4 3 -.558 1 , min 0.000 4.;O:',00:10.„, 1 .4 ,: X6 5 ,0 ?:. <2.; :..351 . '. 3 :: . 3k' N3 2 0 max 0.000 1 0.000 1 0.000 1 0 1 0 1 0 1 . 1 0 :min. 0.000 . U:.a0000.....1 ...< .i.0'000t°:s:• 4 ..1 .: .0. .: 0 Y 1 , . 0. ,1• -> N4 max .053 3 .002 3 .01 1 3.309e -4 1 3.634e -3 3 5.895e -4 4 .. : -.'', min ::053 :4 '.: - s' •;002• 4. ... 01 > 2 :.: - -3 298e 4, 2 : 3.51e -3 :: 4 5:59e4, = 3. N5 max .052 3 .002 4 .008 1 4.136e -4 1 1.342e -3 1 2.916e -3 4 .: •min . 4.052 : = ; °.' 4 - 002• . >3, _ 008 2 , 941:3364; 133e 4 .2V ' 1.3:4 N6 max .107 3 .01 3 .018 1 8.396e -5 2 1.559e -3 2 3.426e -4 4 • mint -.11 4: , .011: 4 .017 :2 = 7:188Ge. 5 , .1 .:1: 562e =3 1 43.:299644'.i: ; 3 . N7 max .107 3 .002 4 .023 1 3.423e -4 2 1.346e -3 1 2.719e -4 4 ,; ..::; min -.11 :. 4. `, . =:002 .3�. •> "= :022 2 . - 3 -4 1 ; ,1:35e -3. 2. > 2 236e 4. 3:. N8 max .107 3 0.000 1 0.000 1 8.48e -8 2 1.265e -2 1 2.988e -4 4 min -Al '4:: :.•:0.000.:,: 1.•: :. , ;.0.000:; . 2 =8 386e8 ::1; : : :- 1'.265e -2:: 2 ;- 2.07e -4 , >•. N9 max .102 3 0.000 4 0.000 1 0 2 1.265e -2 1 2.719e -4 4 . .. . min -.103 4:.:0000 ;3. . ; 0.000 . 2 .0 r 1 : � ' . 1 =2= 265e :2 ' -1: 486e- -4 ::3 N10 max .102 3 .002 ' 4 .03 ' 1 1.765e -4 2 1.345e -3 1 3.736e -4 4 min.. -.103 . 4 , - ss -:002 , ....:029; . 2 : :':4t71304; ; .1 z .1 349e =3 .2 :: =3 024 -4 3:; N11 max 0.000 1 0.000 1 0.000 1 0 1 0 1 0 1 .. ::min : :.0.000 :1 o;ooa ' 0;00.0 :1::.:..: . '4 . :* Y: - g .....0 . .1. .. : o ._, fl.;:.f.: N12 max 0.000 1 0.000 1 0.000 1 0 1 0 1 0 1 . ,mil , ....0.000: •: :1 ::':0:000 ; .;. x ;1;: : 0:000,::; 1 :..:. 0. :.:` ..:1 > . a :.:.. :.• ., : 1:.. 0 :: ; 1 ; N 13 max 0.000 1 0.000 1 0.000 1 0 1 0 1 0 1 . .. , . min../0 :000 1 ::0:000? ...1.1yc:.0:000.,: >: :a.., t. 0 M.:1 i ... 'il :t' ,. j 0.: 1 :� N14 max 0.000 1 I 0.000 1 0.000 1 0 1 0 1 0 1 3 max 6.603 3 3.701 4 .558 2 0 1 .525 2 3.701 3 min -6.261 4 -3.701 3 -.558 1 0 1 -.525 1 -3.701 4 4 max 6.603 3 3.701 4 .558 2 0 1 .804 2 5.551 3 min -6.261 4 -3.701 3 -.558 1 0 1 -.804 1 -5.551 4 5 max 6.603 3 3.701 4 .558 2 0 1 1.083 2 7.402 3 min -6.261 4 -3.701 3 -.558 1 0 1 -1.083 1 -7.402 4 1 1 a�! Company : Engineers Northwest Designer : Daniel Lake Job Number : Envelope Member Section Forces, (continued) Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc ( k) (k) (k) ( ) Member Label Section Axial Envelope Joint Displacements Joint Label X Translate Y Translate Z Translate in Lc in Lc RSA-' Version 4.5a [c:1RISA3dluntitled.r3d] long screen for Sabey Data Center k -ft X Rotate ( radians ) September 14, 2004 4:33 PM Checked By: k -ft ) (k -ft) Y Rotate Z Rotate Lo (radians) Lc (radians) Page 29 Lc NOTICE: IF THE T IS DUE TO THE QUALITY OF THE DOCUMENT. THIS NOTICE IT MENT. ... .min M1 ;0:000.. ; < 1 .558 0 4 .035 0 , , 4 H1 -2 ..0.: x :: , N15 max 0.000 3 :4'.,M2 ' . 0.000 ..;.050. :1:915 :, : 2 . . 027...... 0 x , 2% .:. -> . H.1: ..3 .1, . `. .,` .. .. _ .: :.. W0:000:<, M3 ......xA, =.:... x_2.:5 .287 9.5 4 .005 0 y 3 H1 - 1 3 .007 1 7.882e - 4 1 1.572e - 6 4/14: _ . 4 .:' :O48 .;.': 0 ...: 1 ;:01:0ti A . �:0:: :: :007 1 : ..� H1�2 \ .. ��. .: .:. - 8:883e.4': 3:Y N17 M5 3 .011 .017 2 3 .008 • 0 y 3 H1 - 2 4 __. :min. : 093 .4 •012`. > .: ' . . -<: :x•324 _:< 7::665. : ,'. _.0.1.:0 k,. , :%•x:•0 =; :. z_ 2: ,:..:x >.. :H2 *;l..: j, : _.�... ,. f .. ..::,.: 0 1 M7 4 0 .332 7.665 1 .010 0 z 2 H1 - 3 0 . o�ti =.�,: '2;; Oti. •t3: 4M8 max .012 3 :1.52 :T 955 A ...1.... .. >.01,9 . r :':', . z . 2..:. .:_H2-11 ` ..... 1 .:k, , ... . : -.00 . M9 . :0:000 .429 10.5 4 .002 5.797 y 3 H1 - 1 3 0.000 4 0.000 • 1 0 '• M10 1.342e - 3 1 .: X428 ::.: ::1: r ... 4 ..., . :058:; 0 0 :000; 3 , 0:000 ; OM x;:2 . ` 4145e' -3: 2 . , r0`: 'g M11 .146 0 3 .000 0 y 1 H1 - 1 '.M12 {.. • , Z - .494'::?:' ,1`. :4:v. • . 0.59 ,.k .. ,0 :: .. 3 , H1 Za . ` ` . r. �:4 .. M13 .340 4.588 3 .003 0 y 1 H1-1 ...:. �:::M14 < . : 032.. �� ,:0 • , :: ;...:002. :. % .. : ;< 3 s..` H1> 1.,g;::: =r : : --: ' t.. _ ....., ..... M15 .729 10 3 .080 0 z 4 H1 - 3 M16. 9 1 1 . 11; ;532 , ,: 2 .::. A0.1:1: i 221■2 r 3 ::' H14 (, .. . r . . .. , : : :: - M17 .734 10.012 3 .080 0 z 3 H2 - 1 :M18.:. . ,.048 .7c5..... 1... .. ..:403: ;',K- g) Z. . 2.,..: xH1. =2, .., , ,..._ . : : :'g , ...:.> .. ; =^ M19 .835 2 3 .177 0 y 3 H1 -2 ... .min :.: ;0:000.. ; < 1 4'3 .:0:000 CA;. .0:000, M >= :O:wd:=Zii.. , , .max ;,_Q, >:' ; 1.,i ..0.: x :: , N15 max 0.000 3 0.000 3 0.000 1 0 1 0 4 0 4 .. .. .. _ min. . X0;000 .. :4, :;0000 ' ..:4'§> , W0:000:<, ,2�. ......xA, =.:... x_2.:5 ; .M 04:_.. Y3. ::; .:0.... . 9.075e .3; N16 max .009 3 .001 3 .007 1 7.882e - 4 1 1.572e - 6 4 - 4 4 . . min : .009 4, . . '.001> _ .4 :007 11=7:::878i4: „. ;:1 628e -6 :3 - 8:883e.4': 3:Y N17 max .09 3 .011 3 .017 1 2.743e - 4 2 1.189e - 4 3 - 5.297e - 4 4 __. :min. : 093 .4 •012`. > : ' , . 017 , :2 , = 27'1e -4 1 -4; .4 :.,, 3. : . N18 max 0.000 3 0.000 4 0.000 1 0 1 0 4 0 4 .'. ,• - - ,min 0:000 :�: 4�. L ':-0000. � 36 0000S :- 2 0 . o�ti =.�,: '2;; Oti. •t3: N19 max .012 3 .001 4 0.000 1 3.92e - 4 4 0 4 0 1 min ... :..012 :' : 4 : -.00 . 3 . :0:000 4 001e: =4 .'D:=< - N20 max 0.000 3 0.000 4 0.000 • 1 0 1 1.342e - 3 1 0 4 ....... , 0 miri. 00 : 4 ...'= 0 :000; 3 , 0:000 ; OM x;:2 . ` 4145e' -3: 2 . , r0`: 'g :3: Envelope Joint Displacements, (continued) Company : Engineers Northwest Designer : Daniel Lake Job Number : long screen for Sabey Data Center Joint Label Label X Transate Y Transate Z Transate X Rotate Envelope MemberAlSC ASD 9th Code Checks in Lc in Lc (in) Lc (radians) Code Chk Loc ft Lc RISA-1 Version 4.5a [c :1RISA3d1untitied.r3d1 Shear Chk Loc Dir ft Lc Y Rotate Lc (radians) Lc ASD Eqn. September 14, 2004 4:33 PM Checked By: Z Rotate (radians) Message Page 30 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. M ENS ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT # GO O 1,- PROJECT 4,4 y A I7 SUBJECT SHEET OF (4•6, By daft/ L eraisal () 1 DATE `f I. 1 3 z W . re _i O 0 N W H CO u W 0 . 2 g Q. Z CI Z f 1- 0 Z I- uj 0 O - . 1- 111 H 0 o W z U =, O ~ Z - PROJECT # SUBJECT ENW ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS DOLE i ( 2,6>I-LP E ---1 Ivo X r 2J 4 PROJECT pg' 1.9 x 1 a 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698/ 09 oal c L4)4 J gam DATE SHEET BY �J ✓C sry� ;y !3 . . ,. : 2 (14� - tp S,o r e _ s.C __ t- 1.8 6 i' sivaa --- CpoO X C @ (, 4 t 13 5 ` S CYO x C l-o G! 2!3 % // c z =Z • r J 00 co W = H 0 g Q = �.. Z = i- 1- 0 Z I- uj • 0 O • N o I- • U - F LL. Li; ▪ = o F z 1996 AISI Specification w/1999 Supplement Project: Sabey Data Center - wind screen . Model: south wall header detail 10ft max span .7 R1 Z ;= Z re W 2 . 00 N 0 W= J 1. U) LL WO 2 u.Q U) 3 =d I- W Z= H 1- 0 W ~ W Reaction or Load Brng Pa Mmax intr. Stiffen p Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? UO w R1 1650.0 1.50 2337.2 0.0 0.85 No p 1 - R2 1650.0 1.50 2337.2 0.1 0.85 No W W H U jr. - O Reaction or Vmax Mmax Va Intr. Intr. LLI u Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen . R1 1650.0 0.0 1.00 0.15 0.00 0.02 NA ~ 01 = - R2 1650.0 0.1 1.00 0.15 0.00 0.02 NA Z Section : (2) 6005162 -68 Boxed C Stud (X -X Axis) Maxo = 6577.1 Ft -Lb Moment of Inertia, I = 7.049 inA4 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Span Center Span Mm ax Ft -Lb 4125.0 Combined Bending and Shear Mmax/ Maxo 0.627 Combined Bending and Web Crippling Mpos Ft -Lb 4125.0 10.00 ft Bracing (in) Full Ma(Brc) Mpos/ Ft -Lb Ma(Brc) 6577.1 0.627 Date: 10/11/04 Fy = 50.0 ksi Va = 10935.5 Ib Deflection (in) Ratio 0.357 L/336 Y6./sen_ Unif Ld Ib /ft R2 Project: Sabey Data Center - Model: Header beam at south wall (8 inch version) 13 g. (34 R1 Unif Ld Ib/ft ' z T 1 I_ R2 '~ W 15.00 ft W 2 J U 00 wF- Nu- W 2 g co D = I--w ZI I- O Z I— W Reaction or Load Brng Pa Mmax Intr. Stiffen 2 D Pt Load P(Ib) (in) (Ib) (Ft -Lb) Value Req'd ? U 0 R1 1972.5 1.50 2195.8 0.0 1.08 No 0 N R2 1972.5 1.50 2195.8 0.2 1.08 No 0 H W H� u- O Reaction or Vmax Mmax Va intr. Intr. Z Pt Load (Ib) (Ft -Lb) Factor VNa M /Ma Unstiffen Stiffen U N R1 1972.5 0.0 1.00 0.24 0.00 0.06 NA H = R2 1972.5 0.2 1.00 0.24 0.00 0.06 NA Z 1- Section : (2) 8005162 -68 Boxed C Stud (X -X Axis) Maxo = 9928.4 Ft -Lb Moment of Inertia, I = 14.179 in Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Span Center Span Combined Bending and Web Crippling Mmax Ft -Lb 7396.9 Combined Bending and Shear Mmax/ Maxo 0.745 1996 AISI Specification w/1999 Supplement Mpos Ft -Lb 7396.9 Bracing (in) Full Ma(Brc) Ft-Lb 9928.4 I ttet Fy = 50.0 ksi Va = 8096.6 Ib Mposl Ma(Brc) 0.745 Date: 10/11/04 Deflection (in) Ratio 0.716 L/251 it7/5-, r.A«a.0.•.uwwucay,.,. ;Hk inJS r -'w w't Project: Sabey Data Center - ._ Model: Header beam at south wall R1 Loads have not been modified for strength checks Loads have not been modified for deflection calculations Flexural and Deflection Check Span Center Span Reaction or Pt Load R1 R2 Reaction or Pt Load R1 R2 Mmax Ft -Lb 7396.9 Combined Bending and Shear Mmax/ Maxo 0.782 Combined Bending and Web Crippling Load P(Ib) 1972.5 1972.5 Vm ax (Ib) 1972.5 1972.5 1996 AISI Specification w11999 Supplement Mpos Ft -Lb 7396.9 Brng (in) 1.50 1.50 Mm ax (Ft -Lb) 0.0 0.2 15.00 ft Section : (2) 600S162 -97 Boxed C Stud (X -X Axis) Maxo = 9454.2 Ft -Lb Moment of Inertia, 1= 9.595104 Bracing (in) Full Va Factor 1.00 1.00 Pa (Ib) 4752.7 4752.7 Ma(Brc) Ft -Lb 9454.2 VNa 0.09 0.09 Mmax (Ft -Lb) 0.0 0.2 Mpos/ Ma(Brc) 0.782 M /Ma 0.00 0.00 Date: Fy a 50.0 ksi Va = 22248.6 Ib Intr. Value 0.50 0.50 Intr. Unstiffen 0.01 0.01 10/11/04 Unif Ld lb /ft T R2 Deflection (in) Ratio 1.058 L/170 Stiffen Req'd ? No No Intr. Stiffen NA NA (JO/t Z • Z � W QQ � WV O 0 u1 � W I F- LL W O 2 u a I- ▪ Ili Z = I- O W ~ • W O — O I-- W W IT. � O .. W U -- F- O ~ Z Steel Code ASD: AISC 9th, AISI 99 Allowable Stre$C,It ceease`F'actor ASI :; ' ';1333 . < .Mf Include Shear Deformation Yes No: f';Seetions:for Metitber'Calcs" :3 2 .' Redesign Sections Yes P- Deltas Analysi . , , x • 10.50% ;... , r x x SEC1 HSS6X6X4 HSS 5.225 1.2 1.2 28.569 28.569 I " y :SEO2 ° r."i a _,..> , HSS ).,, . > . .. ,....... , 2 , . • , .. . . . ... :1" 1 2 1 1 1 SEC3 HSS 1 1.2 1.2 1 1 1 9rav None =:A..,.. ., ,, ... .Tnet,wind r, ne No Y . x 1. >.. 1 . N1 0 0 0 o; `: •.KY r':/ :� xY. : � >x:•,.:. .,., �,. .....Y. �x�>•! )r:l: %'iJ:yl:.'�zfii :. .. �' '.' v:X.: .y:':'t:�.'u• , �:,x.). ;.:, °,. �,:: *. a .,>::>:.::. ±: .')::2�"::� Y•: ' . .a:. :. . j.>,;:r . ; ; ;iyf... .: . r . .:�x,.,.,.<:, : .:x. . . i \.x..:,- , .. . 15 .. ,. . sstX r:.,;�`.:< >:::.,,, >::: >x =, . ;;; t:.x::.. `�QlR %� s �' , N1 Reaction Reaction 4• iV2 �.�.r;:, . �. :. :.. .. ,.- .:, J,;,., .. .. ,:,.. .,:., ::. , r , Reech y o ; -�tT :. .:Z!J.�a�I.)jV.•}.l .a �::,. ;r:: •. .0 ��: x,, ... -.: , . .:. . . r. .. ,. ... S!.' .,. .. .: �; .. �):%) .. Global Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 Sections Section Label Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi) I HSS 1 29000 1 11154 1 .3 1 .65 1 .49 46 Steel Design / NDS Parameters Member Section Length Lb out Lb in L comp Label Set le out le in Ie_bend (ft) (ft) • (ft) (ft) M1 I SEC1 1 30 1 1 1 1 1. 1 1. 1 1 1 1 Joint Coordinates Joint Label Boundary Conditions Joint Label X Translation ( kfin ) Member Data Member Label I Joint Database Sha pe X Coordinate ( ) J Joint Iong:span on wind girts.30 foot bays Material Label Y Translation ( k/in ) Area in A2 Y Coordinate ( ) Rotation k- ft/rad Rotate 1 M1 1 N1 1 N2 1 (degrees) SEC1 1 HSS 1 Y Basic Load Case Data BLC No. Basic Load Case Category Code Descri ption RISA -2D Version 5.5a [C:IRISA2DIABEAM.r2d] Category Descri ption SA SA I (90,270) 0 X 90 , 270 Joint Temperature F Gravity X Y A Load Type Totals Joint Point Direct Dist. October 11, 2004 11:50 AM Checked By: 1 (0,180) T/C A Cb Sway K out Kin CH Cm B out in R 1 0. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM AVM AVM (in) (in) (ft) 1 1 1 30 Page 1 1 9rav None =:A..,.. ., ,, ... .Tnet,wind r, ne No Y . x 1. >.. 1 . N1 0 0 0 o; `: •.KY r':/ :� xY. : � >x:•,.:. .,., �,. .....Y. �x�>•! )r:l: %'iJ:yl:.'�zfii :. .. �' '.' v:X.: .y:':'t:�.'u• , �:,x.). ;.:, °,. �,:: *. a .,>::>:.::. ±: .')::2�"::� Y•: ' . .a:. :. . j.>,;:r . ; ; ;iyf... .: . r . .:�x,.,.,.<:, : .:x. . . i \.x..:,- , .. . 15 .. ,. . sstX r:.,;�`.:< >:::.,,, >::: >x =, . ;;; t:.x::.. `�QlR %� s �' , N1 Reaction Reaction 4• iV2 �.�.r;:, . �. :. :.. .. ,.- .:, J,;,., .. .. ,:,.. .,:., ::. , r , Reech y o ; -�tT :. .:Z!J.�a�I.)jV.•}.l .a �::,. ;r:: •. .0 ��: x,, ... -.: , . .:. . . r. .. ,. ... S!.' .,. .. .: �; .. �):%) .. Global Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 Sections Section Label Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi) I HSS 1 29000 1 11154 1 .3 1 .65 1 .49 46 Steel Design / NDS Parameters Member Section Length Lb out Lb in L comp Label Set le out le in Ie_bend (ft) (ft) • (ft) (ft) M1 I SEC1 1 30 1 1 1 1 1. 1 1. 1 1 1 1 Joint Coordinates Joint Label Boundary Conditions Joint Label X Translation ( kfin ) Member Data Member Label I Joint Database Sha pe X Coordinate ( ) J Joint Iong:span on wind girts.30 foot bays Material Label Y Translation ( k/in ) Area in A2 Y Coordinate ( ) Rotation k- ft/rad Rotate 1 M1 1 N1 1 N2 1 (degrees) SEC1 1 HSS 1 Y Basic Load Case Data BLC No. Basic Load Case Category Code Descri ption RISA -2D Version 5.5a [C:IRISA2DIABEAM.r2d] Category Descri ption SA SA I (90,270) 0 X 90 , 270 Joint Temperature F Gravity X Y A Load Type Totals Joint Point Direct Dist. October 11, 2004 11:50 AM Checked By: 1 (0,180) T/C A Cb Sway K out Kin CH Cm B out in R 1 0. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM AVM AVM (in) (in) (ft) 1 1 1 30 Page 1 N1 0 0 0 o; `: •.KY r':/ :� xY. : � >x:•,.:. .,., �,. .....Y. �x�>•! )r:l: %'iJ:yl:.'�zfii :. .. �' '.' v:X.: .y:':'t:�.'u• , �:,x.). ;.:, °,. �,:: *. a .,>::>:.::. ±: .')::2�"::� Y•: ' . .a:. :. . j.>,;:r . ; ; ;iyf... .: . r . .:�x,.,.,.<:, : .:x. . . i \.x..:,- , .. . 15 .. ,. . sstX r:.,;�`.:< >:::.,,, >::: >x =, . ;;; t:.x::.. `�QlR %� s �' , N1 Reaction Reaction 4• iV2 �.�.r;:, . �. :. :.. .. ,.- .:, J,;,., .. .. ,:,.. .,:., ::. , r , Reech y o ; -�tT :. .:Z!J.�a�I.)jV.•}.l .a �::,. ;r:: •. .0 ��: x,, ... -.: , . .:. . . r. .. ,. ... S!.' .,. .. .: �; .. �):%) .. Global Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 Sections Section Label Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi) I HSS 1 29000 1 11154 1 .3 1 .65 1 .49 46 Steel Design / NDS Parameters Member Section Length Lb out Lb in L comp Label Set le out le in Ie_bend (ft) (ft) • (ft) (ft) M1 I SEC1 1 30 1 1 1 1 1. 1 1. 1 1 1 1 Joint Coordinates Joint Label Boundary Conditions Joint Label X Translation ( kfin ) Member Data Member Label I Joint Database Sha pe X Coordinate ( ) J Joint Iong:span on wind girts.30 foot bays Material Label Y Translation ( k/in ) Area in A2 Y Coordinate ( ) Rotation k- ft/rad Rotate 1 M1 1 N1 1 N2 1 (degrees) SEC1 1 HSS 1 Y Basic Load Case Data BLC No. Basic Load Case Category Code Descri ption RISA -2D Version 5.5a [C:IRISA2DIABEAM.r2d] Category Descri ption SA SA I (90,270) 0 X 90 , 270 Joint Temperature F Gravity X Y A Load Type Totals Joint Point Direct Dist. October 11, 2004 11:50 AM Checked By: 1 (0,180) T/C A Cb Sway K out Kin CH Cm B out in R 1 0. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM AVM AVM (in) (in) (ft) 1 1 1 30 Page 1 N1 Reaction Reaction 4• iV2 �.�.r;:, . �. :. :.. .. ,.- .:, J,;,., .. .. ,:,.. .,:., ::. , r , Reech y o ; -�tT :. .:Z!J.�a�I.)jV.•}.l .a �::,. ;r:: •. .0 ��: x,, ... -.: , . .:. . . r. .. ,. ... S!.' .,. .. .: �; .. �):%) .. Global Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 Sections Section Label Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi) I HSS 1 29000 1 11154 1 .3 1 .65 1 .49 46 Steel Design / NDS Parameters Member Section Length Lb out Lb in L comp Label Set le out le in Ie_bend (ft) (ft) • (ft) (ft) M1 I SEC1 1 30 1 1 1 1 1. 1 1. 1 1 1 1 Joint Coordinates Joint Label Boundary Conditions Joint Label X Translation ( kfin ) Member Data Member Label I Joint Database Sha pe X Coordinate ( ) J Joint Iong:span on wind girts.30 foot bays Material Label Y Translation ( k/in ) Area in A2 Y Coordinate ( ) Rotation k- ft/rad Rotate 1 M1 1 N1 1 N2 1 (degrees) SEC1 1 HSS 1 Y Basic Load Case Data BLC No. Basic Load Case Category Code Descri ption RISA -2D Version 5.5a [C:IRISA2DIABEAM.r2d] Category Descri ption SA SA I (90,270) 0 X 90 , 270 Joint Temperature F Gravity X Y A Load Type Totals Joint Point Direct Dist. October 11, 2004 11:50 AM Checked By: 1 (0,180) T/C A Cb Sway K out Kin CH Cm B out in R 1 0. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM AVM AVM (in) (in) (ft) 1 1 1 30 Page 1 Global Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 Sections Section Label Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (ksi) Ratio (per 10^5 F) (k/ft ^3) (ksi) I HSS 1 29000 1 11154 1 .3 1 .65 1 .49 46 Steel Design / NDS Parameters Member Section Length Lb out Lb in L comp Label Set le out le in Ie_bend (ft) (ft) • (ft) (ft) M1 I SEC1 1 30 1 1 1 1 1. 1 1. 1 1 1 1 Joint Coordinates Joint Label Boundary Conditions Joint Label X Translation ( kfin ) Member Data Member Label I Joint Database Sha pe X Coordinate ( ) J Joint Iong:span on wind girts.30 foot bays Material Label Y Translation ( k/in ) Area in A2 Y Coordinate ( ) Rotation k- ft/rad Rotate 1 M1 1 N1 1 N2 1 (degrees) SEC1 1 HSS 1 Y Basic Load Case Data BLC No. Basic Load Case Category Code Descri ption RISA -2D Version 5.5a [C:IRISA2DIABEAM.r2d] Category Descri ption SA SA I (90,270) 0 X 90 , 270 Joint Temperature F Gravity X Y A Load Type Totals Joint Point Direct Dist. October 11, 2004 11:50 AM Checked By: 1 (0,180) T/C A Cb Sway K out Kin CH Cm B out in R 1 0. Shape / Material Phys End Releases End Offsets Inactive Section Set Memb I -End J -End I -End J -End Code Length Set TOM AVM AVM (in) (in) (ft) 1 1 1 30 Page 1 Company : Engineers Norhtwest Designer : DML Job Number : 99136.015 long span on wind girts 30 foot bays Envelope Member RISC ASD 9th Code Details Member Label Lc Fa Ft Fb (ksi) (ksi) (ksi) M1 11 I 8.399 I 36.791 I 36.791 RISA -2D Version 5.5a [C:\RISA2DIABEAM.r2d} Cb Cm 1 I .85 October 11, 2004 11:50 AM Checked By: Page 3 4s, ENW ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # PROJECT SUBJECT W ~ e�7 ( 1(.0 t ..o � e rammosaw Z n silk s�6 Th • 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 P HIV DATE ( SHEET LK OF.S V `r 2 S "l 9-e' `k 0+ ,14418`S (4 •') r3e ✓�,✓ .1c.C.e.r P C °G S ' At e."1/.. v,✓c l 1 4 AC ACI ADJ ALT ALUM APPROX ARCH SLOG BuCG e s YSMT CAB CRC CLG CLOS CC' CONC CONST SUIT CANTR COOIfa CPT CT OET DM OBI ON DR ONC .SAB =Y CORPORATI DATA CI\TIP Building Sledging Beam Beidnq Standard easement OilMHr Damao Dew Own Onttng SITE MAP Abbreviations Air Ca dltiani►g Acoustical Ceiling Tie Adjustable /Adjacent Alternate Aluminum Angle Anodized Approxir • dely Architeeturd At Cabinet Circulation Clear or Clarence Wing Center Ube Closet Contact Chow Propose Column Concrete Ce netruction Continents Contractor Ceordinole Cerpet Ceramic TII. E East EA Each EL Devotion (Height) ELEC Electric ELEV Devotion (Mew) Deviator E0 Equal EST Existing FN Fink* FLR floor FLUOR Fluorescent FOIC Furnished by Owner. Installed by Contractor FT Feet/Feet FIE Furnished by Tenant Installed by Contractor FURN Fwrn'ieh Furnishings GA Gouge GALV Oevanized CL Das//Gloznq G Govern Moll Beard HCW Hole. Core Wood Ib herd HOW Nwnlwore HOR Nortiontd tM Hollow Metd NT Hehefit HVYIC fleeting ea Air Ceslatienslg N Iheh NCAN lweint escant NCL MOWN NSVL Mnwletion NS1L Mdetal 1mcian Box if KIT LAM LTC MAT MAX MECH MED IC ZZ MFR RISC IUD MTL N N/A NIC NO NON COM8 NTS OC OPNC OPP WIG FERN PINUP R P -LAM PLO POL PR PT Kitchen laminate Lineal Feet Li9htrhq Moterid Moxrnum Mechanical Medium Ilezvaine Manufacturer Mbceeoneaa Mounted Mote id/Netai North Not Applied* Not In Centrect Nominal Non Cenrbust*le Not to Sods OR Clete Opening OA�grhe Permanent Hite Mastic Latinate Plywood Polished Palr Point R R5 REFR RENF REO'D REV WM 100 SIGNED SCI SEAL SECT SHT SN SO STD STL STG Rodeos Rubber Base Refrigerator Rem forcing Required Revision Room Rough Opening Schedule Sao Gee Wood Sidon! Section Sheet Smarr Sheet Metd Stenda d Sleet Storage Upended TEL Telephone TEMP Tempered THERMO l hwmeetot 11R Tpicd w 1/0 WC 1Nest/Wfott/Tedth 0th Without ItbNcoverng Wood tllfo Meese Noted Otherwise VAR Vries ion Lie rot Veneer 1ERT Ma Owl 1 Proect Data Project Name ROOF SCREENING FOR SABEY CORPORATION AT NTERGATE EAST 3355 S 12011 PLACE TUKWILA. WA 98168 Zoning AMC/H MANUFACTURING INDUSTRIAL CENTER/HEAVY Site Area 46.15 ACRES Seismic Zone 3 Design Codes 1997 EDITIONS OF UNIFORM BUILDING CODE, UFC. UMC. 1994 WASH. STATE ENERGY COOL. 1994 WASHINGTON STATE BARRIER FREE COOS Legal Description PARCEL 4: LOTS 1 THRUM 8 , INCLUSIVE. 1 BLOCK 5 NO Lon 1 THROUGH e, INCLUSIVE AND Lon 2s TMROUGH 32. NCLUStYE. N ma( 6 OF 'RIVERTI(. A IEPLAT OF RIVERSNE INTERURBAN TRACTS. AS PER PLAT RECOIOED N VOW& 13 of PLATS. PAGE 36. RECORDS OF KING COUNTY: TOGETHER 1MTH THAT PORTION OF VACATED 341)4 Mt S. VACATED BY ORDNANCE No. 8688 ON OCTOtER 10, 1988 OW BETWEEN SAO BLOCKS 5 AND 8: TOGETHER IM1H THAT PORTON CF THE SOUTH 1/2 OF VACATED SOUTH 1241)4 STREET. THAT PORTION OF THE NORTH 1/2 OF VACATED SOUTH 125114 STREET NID THAT PORTION OF TIE EAST 1/2 CF VACATED 34TH AVENUE SOUTH MACH. PURSUANT TO RING COUNTY ORDNANCE 10 8893. ATTACHED 10 SAD PARCEL BY °PtTATION OF LAk EXCEPT T11EAEfROY THAT PORTION Or LOTS 1 AND 2 N BLOCK 5 OF 'RIYERTON'. A REPEAT OF PART OF RIVERSIDE INTERURBAN TRACTS. AS PER PLAT IECCEtOED N vaunt( 13 OF PLATS PACE 36. RECORDS OF KING COUNTY. LYING WESTERLY OF A Lit MONIED AS FOLLOW BEGMNG A A POINT ON THE VIESTERLY BOUNDARY OF SAO LOTS 1 AND 2. SAO PONT BEM 100 FEET DISTANT SOUTHERLY FROM THE NORTI EST COINER OF SAID LOT 1; THENCE NORTHEASTERLY TO A PO-IT ON THE NORTHERLY BOUNDARY OF SAID LOT 1. SAO PANT BONG 30 FEET DISTANT EASTERLY FROM THE 'NORTf11EST COWER OF SAID LOT 1 AND THE ETD CF TH6 UNE CCSCRP11ON NO EXCEPT THE SOUTH 30 FEET of LOTS 8 NO 25 N SAO BLOCK 6 CONVEYED TO KM COUNTY FOR SOUTH 125TH STREET BY DEED RECORDED IJNOER RECORDING NOE 8810200000 AND OOCEPT THE EASTERLY 10 FEET OF LOTS 1 TIOCUG H 8 el SAID a.00K It CONVEYED TO THE CITY OF Tomlin BY DEED RECORDED UIOER RECOROK; N0 9203240787: :SITUATE N DC CITY OF TUKIKA COMITY OF Ke1GG STATE OF WASHINGTON Index of Drawings ARCHITECTURAL AO GENERAL INFORMATION. PROJECT DATA, NOTES. SITE PLAN STRUCTURAL S1 ROOF SCREEN FRAMING PLAN S2 GENERAL NOTES. STRUCTURAL DETAILS Description of Work BUILD ROOF SCREEN SHETLD BOTH SOUND AND SKAHT OF MECHANICAL UNITS Vicinity Map General Notes Building Data Address DITERGATE EAST BLDG. 5 3.555 SOUTH 1201)1 PLACE IUK*.A, WA 96168 Owner SABEY CORPORATION 12201 TUKWILA INTERNATIONAL. BLVD FOLm1H FLOOR SEATTLE, WASHINGTON 98168 - 5121 TEL (206) 281 - 8700 cCINNTACT: JOHN SABEY SENIOR VICE PRESIDENT OF Tax Parcel Number 1023049082 Construction Type 1 FULLY SPRNKLEIED GMES A. All work sad conform to the appteoble building codes and ordinances. In case of any conflict where the methods or standards of installation or the materials specified do not equal or exceed the requirements of the lows ar ordnwnces, the lows or ordinances shall govern. Notify the Architect of all Conflicts. �¢ DRAhMNG AND SPE DRCATIONS A. Structural. plumbing, mechonrcd. electrical and Fre protection drawings are supplementary to these drawings. The Contractor shot coordinate the work of each consulting engineer with these drawings and the S,, cificotions and shall notify the Architect of all drscreponcies with o written request for clarification. Any work instoled in conflict with these drawings or the Specificotions stool be corrected by the Controctor at no expense to the owner, Tenant or the Architect. a See sheet T1.0 tin odditioncl not all specifications C. Refer to demolition drawings and specifications. under separate cow, for additional Information. It , I be the Contractors responsibility to coordinate anneal work between dr owing packages A All information shown an the drawings relative to existing con6tions is given as the best present knowledge but without guarantee of accuracy. The Contractor shat veld verify existing conditions effecting the design prior t.) proceeding with the item of work affected. 6. Oblrensions on the plans ere typically to the finish foie of partitions or to the center fine of columns. C. Dew and cased openings without locotisn dimensions are to be foer and one -hell (4 1/2') inches *gm 1M faces of odjecent partition or centered between partitions. 0. Neste partitions that ore not dbnensioned. flush and square with the existiiq structure or on the eentertiee of o window mullion es shown. OD NOT SCALE DRAWS A. The Contractor shall use dimensions shown on the drawings and acted Odd meosarements Notify the Architect of any dispeponcies lound A1RREV1AT1olS A. Throughout the drawings are abbreviations which or in common use. The fist of abbreviations provided is not intended to be complete or representative of contrition or materials octuety used on the project. The Architect will define the intent of ony in question. IATI0 N A. The General Contractor show be responsible for the coon/motion and verRication of the work of alt trades to More compliance with the drawings and specification& • REAL ESTATE Building Area nog FLOOR: 188`222 SF *COW fL00R: 18.3.292 SF 9IIRD FLOOR: 18.3,292 SF PEN THOUSE 1109 SF �55,b15 St O 11 + ELECTRONIC PROCESSING DATA C ST FLOOR FIR ONLY) • DiC NIoTtS - 110 APPUII E Project Team OWNER. SABEY CORPORATION 12201 TUKWLA INTL. BLVD. STE. 400 SEATTLE WA 98168TEL : 206) 281 -8700 FAX (206) 281 -0920 CONTACT : JOHN SABEY. SENIOR VICE PRESIDENT RAF REAL ESTA IT E -MAIL johnsllsobsy.cOm OWNER REPRESENTATIVE: SABEY CORPORATION 12201 TUKWILA INTL BLVD. STE 400 SEAT R1 WA 981681E1 : (206) 281 -8700 FAX . (206) 281 -0920 CONTACT : THERESA 8000, DESIGN PROJECT MANAGER DEVELOPER: INTERNATIONAL GA,'EWAY EAST. LLC C/0 SABEY CORPORATION 12201 TUKWILA INTL BLVD. STE. 400 SEATTLE WA 98168TEL : (206) 281 -8700 FAX : (206) 281 -0920 PROPERTY MANAGEMENT: SABEY CORPORATION 12201 TUKWILA INTL BLVD. SUITE 400 SEATTLE WA 981681EL : (206) 281 -8700 FAX : (206) 281 - 0920 CONTACT : KEN STICKLY, FAOUTES MANAGER R: -MILE kensllsabey.com ARCHITECT OF RECORD: SABEY ARCHITECTURE 12201 TUKwLA INTL BLVD. SUITE 400 SEATTLE WA 98168 TEA.: (206) 281 -8700 FAX : (206) 281 -0920 Plan review approwl is subject to ernes and ontloble. the violation of any adopted coda or onlinence. Ituallpt of approved Fuld Copy and condlione admit.** a_ I�L�D�IIG bulb DEBEfitiLatiONCItati A. The contractor shell investigate and verify locations of structural, mechanical and electrical dements end other existing conditions prior to drXinq or crttioq of slobs er structural members. Notify the Architect of any conflicts Prior to beginning work. 8 The Contractor snol be responsible for providing al wall blocking as required far oft wall all ailing mounted items. C. AN construction shall be stabilized ogoinst loterd movement in ecoordonce with the requirements of the latest adopted @Olken of the UGC in the food )turisdietion. 0. Con) heights. "hers indicated. are from ma Weer to bottom of cla grid or other finished swfoce. E. Mechanical. elsctricd and sprtnider wort conducted under separate pamRs. GENERAL CONTRACTOR: SABEY CONSTRUCfON. INC 12201 TUKMALA INTL. BLVD. STE 400 SEATTLE WA 98119 TE1 : (206) 281 -8700 FAX . (206) 281 -0020 CONTACT : PAN ELLINGSON. P*O,E • • FIRE PROTECTION A. If necessary, provide fire stopping of a8 vertical and horizontal penetrations of fre feted elements as required by the governing outhority. Fre sofnq materid is required of al gaps and voids created by penetrations, structural members and intersections with odjocent surfaces. Pock dl gaps greater than 3/4' with blanket type sofng. Provide fire stop sealant of all joints and voids 3/4' clear and less. All materials shall be Ile and Fire Morshd approved. 8. Contractor is 'esponsdle for modifications to the existing Fire Protection Systems as required by the work of this Contract. C. Controctor shall provide occupancy signs conforming with applicable code requirements. 0. Contractor shall provide exit signs in the type, number and location as shown on plans. or as otherwise required by the locd inspector E. All exit doors stall be openable from the inside without key ar any special krowtedge. F. Ulterior finishes shalt not exceed o flame spreod rating of 25 at exit corridors (walls & °dings) G. AN modifications and /or expansion of the buldnq fre darn system are to comply with the Ibshington Stote BuMng Code ADA & Washington state barrier free requirements for visual and cuddle alarm signds. M. Fre Alarm and Protection plans are required and are to be o deferred submittd. L UPS Buttery Rooms shall comply with Uniform Fie Code Article 64. J. Fire Alarm monitoring system whot comply with Uniform Fre Code and the requirements of the Tukwila Fire Dept. In addition, monitoring system shall report in NM to Room 221 NOC. Monitoring shall indude status indicators for the five (5) Poll Indicator Wen bated on the Fire Protection looter Man encircling Buffing 5. CT MANAGER AMATT REQUINIED Of Mechaniai 1 Electrical ><• INC Pi n # if Gag X19 City Of Ttilcwlia L BUILDING DIVISION No Outgo doll be nude L e tha saws Hf . prior air of MOTE: ABAflabls will rewire e � stbmlaid tam S4BEY emoraglipson.1.010 D a OCTOBER 21, 2004 M drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporotion end the some may not be dupiicoted, used or disciosed without the written Consent of the Sobey Corporation. ARCHITECTURE SABEY DATA CENTER • I Mk Maoc ME: FILE NWT 11111111* Mal fit aeER we AMMO _fir• _� Oltilalt NNW AO COVER 9W WONG THERESA IOW tv► w Nov 0 t 2004 mow amp e D0 1 / - 0 9 r L 3lrQ 1, 1 1 1 1 T SHAM i 1 DRAWING REVISIONS NO: . 8 1 --. DRAWING SUBMITTALS suBmIT FOR PERINT On dal llrl8 lS . 'ON 1 1 Mva 09136015 ENGINEER: DUKE DRAWN: SHAM l DRAWING REVISIONS J 09/10/04 NO: . 8 1 --. . 'ON 1 JOB N0: 09136015 ENGINEER: DUKE DRAWN: SHAM DATE: , SHEET 09/10/04 NO: . 8 1 --. • N Crs Iri • • L • 6 • • - .a. .rs.uso Iiii.••••0 •......... . TYP GRID 161 1�� A - 7.2 10'-10"1 • 13' -1' QIE, AT LOCATIONS WHERE INTERFERENCE w /ROOF TOP DUCTING OCCURS, OMR BRACE AND SEE DETAIL o -o HEADER BEAM SCHEDULE AND BRACE MODIFICATION PER SECTION 8 -2 24' 20' -- 4j• BRACE PER B- 14' -O' 13-8 ' ' w ' ' r r _ ' r 11' -4~ 14' -0r 13' -� t 3 -8 w 11'-4" 1 1 -7 �, 11 - . � 1 -a 13 13 -0 14 11'-4 27' 27.-sr' 2r-1 25• -71- 25. -7i. 14'-- � r 3'--* FOR PERIMETER BEAMS • Gale SEE 4x4L BRACE TIP. •VPER SECT. A-7.2 q A- 7 FOR PERIMETER BEAMS • C SEE S5.2 FXIST, I400F BEAM TO ® RE Al FROM i.1 4x4L TYP. • PER SE A -7.2 TYP. • TYP. • Si(IV SEE S5.1 A -7.1 A -7.3 FOR PERIMETER BEAMS • 4x4L 8RICE TYP. • ® PER SECT. A -7.2 1•-6' 1• -6' • tt I SE • •0100 . . - 0 • •.r.... .wm..m►• •.nam..--.••rr.r.onw ._.....i..rr..w. •......am.. wmemo. ....w. ..•.i..�w.�• • ROOFSCREENFRAMING PLAN .- 1' -o 11.. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION 2. NOT ALL ROOF TOP UNITS SHOWN MAY BE INSTALLED 3. COORDINATE FLASHING & SEALING WITH ARCH & ROOF CONTRACTOR 1•0010•001100M 011110.00••110 •• ' -6 CODE CE * DEC 10 200 City Of Tukwi12l BUILDING DIVISION - , 2 11 16 1144111 411 A NO A 2 2004 vot4 511 1 2 U g S V oc . Imama Z /� w ltd Cif) O - - " .r ...: JS i.�3 - � ��r�.: �' _ " .�c_e: .r�i�� • . "1 r te►. ►.�' ...�iw N. � �- . �w. >�' ww.+ - .."1161 . •= 1... M 4 • 1 1140 I 99136015 ENGINEER: 1 T DRAWN: DRAWING REVISIONS DATE: DRAWING SUBMITTALS COB Llai 1018115 8 2 'ON 11 31va 99136015 ENGINEER: 1 T DRAWN: DRAWING REVISIONS DATE: 1 SHEET N0: i 8 2 'ON Joe NO: 99136015 ENGINEER: O.LAKE DRAWN: S.HAM DATE: 09 /10/04 SHEET N0: i 8 2 i TYP. o. 1 TYP EXIST. BEAM 16GA COAT TRACK w /2 -N0.3 T&B TO EXIST. MECH UNIT • BAL. • 1' -0 + S flNG AffCH UNITS r 6 . -o w TYPE p N.P. 11" J "X5 " -- w/ - 4 0 A325N THRU BOLT HSS 5x5x - I HORIZ. BAP STIFF 1L' NOTE: NOTCH SOUND WALL 0 SUPPORTS, \ REST ON ROOF. 1 I ixrer-fr 3i'. STD. I I \--Itix8x0.-11" PIPE ---- 1 b -b N 5' -4" ELEVATION 1 • 1.) FIELD VERIFY ALL DIMENSIONS SHOWN FIELD MEASURE " CONN. R - M HS 6x6x1" BM -� w / " END R w/ - W "0 4325N THRU BOLTS 0 3 "GA HSS TO EXIST. L4x4 O7' -6 "oc 1 SCREW SOUNDWALL PANELS TO POST w/#12 - SELF DRILUNG SCREWS ■ 2 PER PANEL MIN. 6' -0" TYP HSS 5X5Xi BUILT UP BM w/ 2- 600 -S- 162 -54 CONT. VERT. EA. SIDE w/ CONT. 16GA TRACK 1&B w/4 - #8 0 1' -0 "oc • BAFFLE BY OTHERS SECTION A -2 8' -0" \ G SECTION B -2 1 ' -0 • HSS 5x5x " HOR. BRACE B OND PER PLAN f L , . y N ic FLASHING BY OTHERS HSS 5x5x DIAL. HORIZ. B E w/ i N . (TYP.) & CONN. P ." STIFFENER ft 3 ". STD. P E " 1 -0" .1" TOP R OTE: O WALL SPAN R 5' USE (2) - 22 x2*x3 d -d 114 HS 5x5x " w/ END 7' -8" 1' -0" 1 -- HSS 5X5X4 BRACE [VATION 2 Iti x 10x0' -10' --� w /4 - I ". BoLTS - 1x1 w 3w l ily / a-al 6 4 - HSS 5X5X [EXISTING] o -0l w. P. HS 6x6x1" w/ *" END R (TYP.) "x' "x0' -11 w 4- 0 A325N 4(.. THRU B OLTS EA . END. EA. PIECE NOTE: GALVANIZE G90 MIN. OR PAINT ALL STEEL EXPOSED TO WEATHER w /MIN. 3 COATS ASPHALTIC PAINT SOUND SCREEN WALL PER DETAIL c-c - L6x PER f -f 3}'. STD. PIPE EXIST. BEAM WELD R 11;x0' -4i" x0' -6" A ACH TO HSS BM. w /2- "0 A325N 0 3'GA HRU BOLT r 1 co -1 , 1 DIN1 HSS5x BRACE PER PLAN -� J PAN MAX. FT iI•11111111111• 27 MUM 6 "S -162 -68 HSS 6x6x FLASHING BY OTHERS- BUILT-UP BEAMS PER SCHED. TOP & BOT. w/ CONT. 14GA TRACK EA. FACE BUILT UP BM w/ 2- 600 -S- 162 -54 CONT. VERT. EA. SIDE w/ CONT. 16GA TRACK TdcB w/ - #8 O 1' -0"oc i" HARDIFLEX SHEATHING EA. SIDE w /NO.8 SELF DRILLING SCREWS 04 "oc EDGES (BLOCK FULLY) SEAL EDGES w/ PVC JOINT TREATMENT PER MFGR RECOMMENDATIONS 4 r HSS 6x6x EXIST W.F. ELEVATION 2 ' 4-98 01 -0"oc -- TYP. CONT. 16GA -TRACK T&B c -c DETAIL b -b VERTICAL BUILT =-CONT. . A TRACK w/ 2 -NO. BUILT-UP-BM 8 EA STUD & N0. 8 0 6 "oc PER DETAIL b -b TO EXIST. DECK !IDLE: O c-c sim. HSS 6x6x1 OCCURS TOP & BOT. USE 2 HILTI 0.1450 x -DM FASTENERS 0 1' - O'oc TO ATTACH TRACK EA. SIDE SIM DETNL d -d DETAIL c -c 005162 -54 0 1' -4 "oc w. 2 - #8 EA. END TO CONT. TRACK DETAIL a -a /--FLASHING PER ARCH. . -- BUILT -UP -BM ( HORIZ.) PER DETAIL b -b ----- .NTL. STUDS PER DETAIL b -b HARDIFLEX SHEATHING �- SIDE w / NO . 6 SELF DRILLING SCREWS 0 4'oc EDGES & 12 "oc FIELD, BLOCK EDGES FULLY BAFFLE BY OTHERS s r EXIST. MIL. DECK i " " 1' -O" 20'-0" d -d i ' 1' - O" f -•f 4 . 11 -Ow 00S54 0 1 ' -4 "oc FLASHING PER ARCH 0 N EXISTING ROOF TOP NECH UNIT ;ELEV. • HSS FRAME PER ELEV. 1 CONT. 16GA TRACK w/ 2 -NO. EA. STUD T&B, ADD NO. 8 0 EA. STUF TO MECH. UNIT TYP HSS PER ELEV. 1 6++'X7 "xO' - 11" _ 6- 0.145" HILTI FASTNERS EA. END. EA. BEAM SIMPSON CS- 16x2' -0" CTRD ON COL. w/ 6 -NO. 10 EACH END Malik CONT. 16GA TRACK - CONNECT END TRACK TO HSS POST w/6 O.145'0 HILTI X -DNI FASTENERS 3 EA. FACE TOP AND BOT. 0 BUILT -UP BEAMS BAL. 0 1' -0 "oc 8 ' I MAX. �. EXIST. -y WOOD ; CURB DETAIL e -e • THE FO I NG NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO LIE LATEST EDITION 1. DESCRIPTION Building Name N1 Site Location - Intergote East ' Tukwila, Building Dept. Contact - Mr. Ken Nelson (206)431 36 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Nome) 2003 International Building Code Code supplement 4 Dote - N/A 3. DESIGN LOADS p. Roof Live Lood See snow load b. Snow Lood Sonic ground snow lcod - Pg = 25 ps Basic roof snow load - Pf • 25 psf Thermal factor - Ct • 1 .0 Importance factor - Is = 1.0, Snow exposure factor - Ce • 0.7 Drifting snow is not required in the design. c. Seismic Ss • 1.33, Si = 0.46, 1e = 1.0, Site Class "D" and Seismic Design Category • '0 ", Seismic Use Group I. SCS = 0.89, SDI = 0.48. O. Wind Load Basic wind speed (3 sec.gust) • b: (mph) Exposure B Importance factor lw = 1.0. Internal pressure coefficient GCpi - + 0.18 Components Ni cladding = 43.8 psf (edges. 10 ft2 criteria) p. Dead loads Weight of structure. f. Special Loads The following special loads are to be considered: Mechanical equipment on roof. Sprinkler lines. canopy b other reactions as noted on structural drawings. g. Lood Combinations All Code required load combinations ore to be used in the building 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 JOBS1TE SAFETY ON THIS PROJECT. STRUCTURAL arm'. 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: WIDE FLANGE SHAPES ASTM A 992 , Fy =50,000 PS1 OTHER SHAPES b PLATES ASTM A 36 Fy =36,000 PSI) TUBE SHAPES ASTM A 500, GRADE B Fy =46,000 PS1 PIPE SHAPES ASTM A 53, TYPE E OR S, GRADE B Fy =35,000 PSI) WELDHEAD STUDS ASTM A 108 (Fy =50,000 PS1) ANCHOR BOLTS ASTM F 1554 (Fy =36,000 PS1) HIGH STRENGTH BOLTS ASTM A 325 BASE PLATE GROUT ASTM C 1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS 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, UNLESS OTHERWISE NOTED. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A 325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS" (6/23/01). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 190 FOR CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS D1.1 'STRUCTURAL WELDING CODE - STEEL'. WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WAN CERTIFIED WELDERF. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KS1. ALL WELDED JOINTS SHALL BE AWS PREQUAL1FIED. MELDHEAD STUDS (WHS) ARE TO BE MACHINE MELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILTI KWIK BOLTS' - INSTALL IN ACCORDANCE WITH ICBO REPORT NC. 4627. MASONRY ANCHORS - "HILTI EPDXY ANCHORS' - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. ALL STEEL ERECTION. INCLUDING OPEN WEB JOISTS AND METAL DECK SHALL BE IN ACCORDANCE WITH THE CURRENT OSHA STEEL ERECTION STANDARD. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THIS STANDARD. THE GENERAL CONTRACTOR SHALL REV'.EW THE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM EN* 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. 00 NOT PLACE ANY CONSTRUCTION LOADS ON MEMBERS UNTIL THEIR CONNECTIONS ARE COMPLETE. (MEMBERS DESIGNATED 'POSTS" ARE NOT DESIGNED TO CARRY THE OSHA 300 POUND ECCENTRIC LOAD. FLASHING PER ARCH - r-- HSS 6x6x1 BAL. PER DETAIL c -c ATTACH COAT. TRACK TO HSS w/2- 0.145'e HILTI X -DNI FASTENERS o 16'oc (1 EA. SIDE) .. -HSS 6x6xi A / ..-BAFFLE BY OTHERS �� NOTE: NOTCH SOUN 3 WALL 0 SUPPORTS, REST ON ROOF. �'` ----� EXISTING W.F. DETAIL d -d 4 " = 1' -o' J �-- EXIST. MECH UNIT t3" 7 -11 w/ 4 -f0 A325N THRU BOLTS 33' STD. PIPE [EXIST.] 3 j T EXIST. " PIPE W.F. ,4 GENERAL NOTE 0 00 TYP WA t --. cD x EXIST. BEAM -� 4' 1 - - J - .ra ...... ... - . Y.ir31r.. a �, •.Ilh•li✓.-.M LIONT OAOE STEEL PRAMINS STUDS AND TRACKS CONFORM WITH ASTM C 055. MATERIAL CONFORM WITH ASTM A 653 GRADE 33 FOR 18 GAGE AND LIGHTER, GRADE 50 FOR 16 GAGE APO HEAVIER. GALVANIZED PER G60. SIZES AS NOTED ON DRAWINGS. PLYW000 CONFORM WITH UBC STANDARD 23 -2 (P.S. 1 -95) AND NER - 106 (APA). ALL PANELS MATED EXPOSURE 1. SEE PLANS FOR NAILING SPACING. WALL SHEATHING: 3/8" HARDIFLEX SHEATHING SCREW EDGES W/ NO. N3 (0.164 IN DIA.) GALVANIZED SCREWS • 6' EDGES 8 12" EDGES INTERMEDIATE SUPPORTS (BLOCK EDGES FULLY) WOOD STRUCTURAL PANEL CONFORMING TO UBC STD 23 - (P.S. 2 MAY BE USED IN LIEU OF PLYWOOD. * ** INSPECTIONS C TION TO LAB ARDIFLEX SHEATHING: LIGHT GAGE STEEL FRAMING: SHOW DRAWING$ SUBMIT 2 SETS OF PRINTS 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 AND MISCELLANEOUS STEEL. 'SHOP DRAWINGS ARE AN ERECTION AID. AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS... ". SPECIAL CONDITION$ CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. .CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ANAEIRATIONS ARCH. = ARCHITECT B. OR BOT. = BOTTOM BTWN. BLDG. _ C.I.P. CLR. - CNTR. _ CON. CONT. - CONTR . �? - DIA. - EA. EL. OR ELEV. a. E.N.W. OR ERN = E.F. _ E.W. _ F.O.C. _ F.O.P. F.O.S. _ F.O.W. - FTG. _ H. OR HORIZ. _ 1.F. _ INC. KB L. L.H. L .L.V. • t = SCREW SOUNDWALL PANELS TO W8 w/ #12 SELF DRILLING SCREWS 2 PER PANEL MIN. R. ix6 "x0' -8" Ft 2 x8 x0' -8" 3t "O STD. P POST PER EIEV. 16GA TRACK w/ 0.145'0 HILT( X -DNI FASTENERS PER DETAIL o -o TRACK PER DTL d -d BID ALT. SECTION B -2 BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING CALL BLDG. DEPT. AND ENGINEER FOR ATTACHMENT REVIEW PRIOR TO COVERING WALLS. VERIFY SIZE, GAGE AND SPACING. INSPECT WELDING. VERIFY CERTIFICATION OF WELDERS. = BETWEEN BUILDING CAST IN PLACE CLEAR CENTER . CONCRETE CONTINUOUS CONTRACTOR DIAMETER EACH ELEVATION ENGINEERS NORTHWEST EACH FACE EACH WAY FACE OF CONCRETE rACE OF PLYWOOD FACE OF STUD FACE OF WALL FOOTING HORIZONTAL INSIDE FACE INCLUDING KWIK BOLT LONG LEG HORIZONTAL LONG LEG VERTICAL PIPE PER SECT. B -2 DETAIL 8' -0" ' 1' 0" A ,T w/ f -f 8 -2 " = 11 -0" M.A.S. M.R.S N.F. N.T.S. 0.r OPNC. G.T.O. PNL. REINF. SW SIM. SYMM. T. T.O.F T.S TYP. - .fit Sr .t111da.ao -=�1ti i ' .' •' ' :.g. »'� "1o�.E.tia.�C, • MASONRY (CLAY OR CMU) * METAL OT TO S ROOF CALE SUPPLIER •NEAR • N • OUTSIDE FACE = OPENING - OUT TO OUT - PALL * REINFORCING 1* ROUGH OPENING • SHEARWALL • SIMILAR -+r = SYMMETRICAL = TOP - TOP OF FOOTING * TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES U.N.O. - UNLESS NOTED OTHER* T S V. OR VERT. = VFQTICAL E V.I.F. = VERTICAL INSIDE V.O.F. • VERTICAL OUTSIDE " FACE = WITH 1 EXIST W.F. ri x1 x0' -10" ww34- "0 BOLTS 0 0� 0 - INSULATED ROOF DECK L6x33 ,'x0' -6" w /2- a A323N THRU BOLTS IN 1 ' HORZ. SLOTTED H LES MTL STUD BM OR SS TO L6x3" HSS PER DTL d -d OR BUILT -UP BM PER DTL c -c W.P. 5" ALUMINUM SOUND SCREEN WALL rt " bf 3 m STD. PI E I" EXIST. BEAM NOV 0 2 IOO4 ANN CUR** PLI -- 391 TYP. z E w v W H Z W V H cfp 1 ' 4 SCREEN DETAILS AND GENERAL NOTE