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Home My WebLink AboutPermit D05-110 - MICROSOFT - COLO 2 CABINETS AND CAGE• ; • MICROSOFT 3433 S 120 PL D05-110 PUP Ulm"' C ity ox Tukwila S teven M. Mullet, Mayor Department of Community Development Steve Lancaster Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.its DEVELOPMENT PERMIT Parcel No.: 1023049069 Permit Number: DOS -110 Address: 3433 S 120 PL TUKW Issue Date: 05/19/2005 Suite No: Permit Expires On: 11/15/2005 Tenant: Name: MICROSOFT Address: 3433 S 120 PL, TUKWILA WA Owner: Name: SABEY CORPORATION Phone: Address: 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA Contact Person: Name: BRIAN B. LAWRY Address: 1245 PEAR AV, MOUNTAIN VIEW, CA Contractor: Name: DESIGNET INC Address: 430 E TRIMBLE RD, SAN JOSE CA Contractor License No: DESIGI *002R7 Phone: 650 335 -1990 Phone: 408 432 -6100 Expiration Date: 06/18/2005 DESCRIPTION OF WORK: COLO 2 CABINETS AND CAGE EXPANSION. INSTALL 40 CABINETS TO INCLUDE CAGE AND CAGE CEILING. Value of Construction: $30,000.00 Fees Collected: $908.01 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N doc: IBC - Permit 005 -110 Printed: 05 -19 -2005 iL ...: ... .. .:..:� .t,. :. .. ... .,:. ...- ...:.�:..S .;.:_..i�!.r,„•,:::,: `.:!..,'«....��... r il)t,�l... �...� ;.o'..',' r L'.�� "Y_.';`,St�iy <eFj.'. <t ,�I '::i "!.Yr 4.41'' iAi n'adR�- ?r ..z+ } Xvrr�'"r;'r 's +k a: uiSb9r '..:i: ^.rb��Ytr:U%w,.s�:4iu ZZ '~ w u � JU UO N C0 W � _. H �w w �Q �D = w. Z F- f- O Z t- P_5 U O - OH w O w Z O Z 1908 City of Tukwila Department of Comn:uitity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tubvila.wa.its Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -110 05/19/2005 11/15/2005 Permit Center Authorized Signature: Date: I hereby certify that I have read and examine this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction %the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Date: � — Zq -- as� 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. doc: IBC - Permit D05 -110 Printed: 05 -19 -2005 };iy '1 jl,s .. ?. ,t: .��,; �'i.Y:s ...t.^ Jw� r:r.::a.:sJ:n.da:.1.',ry�i..u.. �.+;. e:. a..,. q:,7 ku.. li.. r: Oi.: ��H. �. i� '.a:Au.S;c�;.�.Po.:�' - .....:L.;�.. tf i.. �. �.�.,'Y. �..'tls ,:t•µ�� Z W WD J U. UO. N LU CO L w LL CO) M = a �w Z zo w w 2 =Y U� O N. O f—. =U O w Z P �_- z 2 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1023049069 Address: 3433 S 120 PL TUiICW Suite No: Tenant: MICROSOFT Permit Number: Status: Applied Date: Issue Date: DOS -110 ISSUED 04/07/2005 05/19/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: 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. 5: 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. 6: ** *FIRE DEPARTMENT CONDITIONS * ** 7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 8: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25 9: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. (IFC 901.4) 10: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 11: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 12: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1900 - NFPA 72 13: Maintain fire alarm system audible /visual notification. Addition/ relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Conditions D05 -110 Printed: 05 -19 -2005 Z Xz �w u� 2 U W C0 W J H �LL w LLQ = F - w z �— O Z �— LU U� ON D F- wW H� 0 Z w co O Z i:.�'�a F� ✓n:t ...�n�.. �. ).1_.....lxl.'�.. iv A�.... .— i31 :.l.v..L1�:t >~ .� City of Tukwila 190 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 104.2) 15: Call the Tukwila Fire Department at 206/575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #2051) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -110 Printed: 05 -19 -2005 1 Jill M III I � Z w u� D UO. CO 0, co W J�- CO L W 0 2 �. L L C = a �w Z F, �-O Z E— 2� U0 O C, WW U u. ~O", Z' L11 U =, ~O _ ,z �g 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 as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 14 6A,e4V _1. mmc f t i i Date doc: Conditions D05 -110 Printed: 05 -19 -2005 �4 z ��- Z Ix w. 6 2 UO UU w= J F_ U. W O OC J LL¢ �a = W Z F_ F.. O; z F- w LLJ �o U :O CO CI F- W W F LL O .. z W L) O ~: z �J�MIILA, w CITY OF TUKWIU tiz Community Development Department o Public Works Department Permit Center 1 0 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. (1 Applications will not be accepted through the mail or by fax. �l * *Please Print" 8A!: 3433 South 120th Place King Co Assessor's Tax No.: 10 2 3 0 4 — 9 0 6 9 Site, Address: Suite Number: Floor: Tenant Name: Microsoft New Tenant: ❑ .... Yes [:]..No Property Owners Name: International Gateway East.".LLC Mailing Address: 12201 Tukwila International Way Seattle, WA 98168 City State Zip CONTACT PERSON f ` v + 1 Name: Brian B. Lawry Day Telephone: 650-335-1990 Mailing Address: 1245 Pear Avenue, Mountain View, CA 94043 City State Zip E -Mail Address: bblawry@gpdinc.com Fax Number: 650-335-1988 GENERAL CONTRACTOR INFORMATION ( Mechanical Contractor information on:back page) Company Name: Black Box Network Services Mailing Address: 430 East Trimble Rd. , San Jose, CA 95131 City State Zip Contact Person: Andy Imme 1 Day Telephone: 40 8 — 4 3 2— 610 0'x631 E -Mail Address: Fax Number: 408-432-6131 Contractor Registration Number: Expiration Date: 2/ * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD r All plans must be wet stamped byArchiteef of Record Company Name: Gordon — P I Mailing Address 1245 Pear Avenue, Mountain View, CA 94043 City State Zip Contact Person: Brian B .. , ;=Lawry Day Telephone: 650-335-1990 E - Mail Address: b t,1 n w r V 0 g p d; n r_ r oTn Fax Number: 650 -335 - 1988 ENGIIyEER OF RECORD All plans must be wet stamped by Engineer of Record LR.. Company N Mailing Address: j City State Zip i' Contact Person: Day Telephone: i E -Mail Address: Fax Number: \permits plus \icc changes \permit application (7 -2004) Page 1 Noma i nro �w.ery.v+K mar= arY. a !s+lTawrs2n�nX- ^*nl�mr*r- +nrN!t S4kS7t; 19°'�� ,,� i 14 Z �w D JU UO W = H �U_ w L_ cod = tll Z _ Z �. W L U� N 0 F- LU W HF- - z LLi CO O F ' Z I1G;jPERMIT4INFORM�ON X06.4313670 Valuation of Project (contractor's bid price): $ _#W 10 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): ��/`S7•�C h�/J li�3i.�/�` � !�GG�Jp.� s s�-r� Will there be new rack storage? ❑ ..Yes )9.. 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) s *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: G Q.. Sprinklers E ..Automatic Fire Alarm ® ..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0 .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits pWVcc changes\perrnit application (7 -2004) Page 2 i.. I' i� Z i� '~ w JU UO C/) W= J t— CO LL W O 7- � U_a N 2 �W Z H Z� W 25 U O� 0 H_ W H� W Z 111 CO H� O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC 1 Floor 116,079 — — VA F 1 2 Floor' 3 Floor ; Floors : thrill Baseritenti , Accessory Structure * -- , Attached Garage .Detached Garage Attached Carport - Detached.Carport , Covered Deck. Uncovered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) s *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: G Q.. Sprinklers E ..Automatic Fire Alarm ® ..None El. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes 0 .. No If "yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \permits pWVcc changes\perrnit application (7 -2004) Page 2 i.. I' i� Z i� '~ w JU UO C/) W= J t— CO LL W O 7- � U_a N 2 �W Z H Z� W 25 U O� 0 H_ W H� W Z 111 CO H� O Z 0 I I .I F i. . t piC�$LYd W0kK5 PERMIT. 43` 0179 t l 0 . Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please. refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ..- Tukwila El ... Water District # 125 El.. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ❑...Tukwila ❑ ... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided El.. 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): E] ... Civil Plans (Maximum Paper Size — 22" x 34 ") ❑...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless Proposed Activities (mark boxes that apnly): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way _ ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ...Total Fill cubic yards El.. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line E] .. Utility Undergrounding ❑ ...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 later WO# WO# WO# Private Private ❑ ...Deduct Water Meter Size ........ " FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City o State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \permits plus \ice changes \permit application (7 -2004) Page 3 ZZ S ~. tH' W tY � UO NO co W J = F— WU. WO 9_3 CO) LL = �W Z F— F— O W F— W U� ON 0H WW F— LL O W Z N Z i I4 LION - 6 ;4313670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Ciry, 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 .... ❑ Commercial: New .... ❑ Fuel Tvne Electric ..... ❑ Gas....❑ Replacement..... ❑ Replacement..... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit-Type:: Qty Unit T e: Qty Unit Type: Qty Boiler/Compressor: Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser - 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater. 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTES Applicable to all permits ;in`,this applrcat><on: Value of Construction —In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: L• - di an B Lawry Print Name: Day Telephone: 650-335-1990 Mailing Ad dress: 5 Pear Avenue, Mountain View, CA 94043 City State Zip Date Application Accepted: Date Application Expires: ( Staff Initials: \permits plus\icc changes \permit application (7 -2004) Page 4 !i Z HZ W QQ� 0 N O W J = H CO LL W O J LL Q N Z d �W Z H- HO Z 1— w w U� O CO 0 F- W W H~ U- O •• Z W UN O Z City of Tukwila 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 RECEIPT Parcel No.: 1023049069 Permit Number: D05-110 Address: 3433 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 04/07/2005 Applicant: MICROSOFT Issue Date: Receipt No.: R05 -00725 Payment Amount: 552.08 Initials: SKS Payment Date: 05/19/2005 10:25 AM User ID: 1165 Balance: $0.00 Payee: BRIAN C. TALAROWSKI TRANSACTION LIST: Type Method Description Amount ---------- -------- --------------------------- ------------ Payment Check 657 552.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------------ ---------------- ------------ BUILDING - NONRES 000/322.100 547.58 STATE BUILDING SURCHARGE 000/386.904 4.50 i. Total: 552.08 i � / 0 Q ". TWX doc: Receipt Printed: 05.19-2005 Z Z W 0: W X F- LL 0 5 LL < C0 :)� CY W z X 1--0 z �- LLI Uj 0 cly 0 cl W W X LL O . ,--z W Z i f Cit y of Tukwila 1906 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Permit Number D05 -110 Address: 3433 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 04/07/2005 Applicant: MICROSOFT Issue Date: Receipt No.: R05 -00487 Payment Amount: Initials: SKS Payment Date: User ID: 1165 Balance: Payee: GORDON- PRILL, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1642 355.93 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 355.93 355.93 04/07/2005 09:25 AM $552.08 Total: 355.93 z W or � �U 00 Cj) 0: C0 W W = f- �tL W 0 L _! LL = CI; �. W z� �- 0: z �- W LLJ �o U ON 0 E- WW LL 0 .. Z W CO) H 0 Z INSPECTION RECORD / Retain a copy with permit INSPECTION NO. PER 1 N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 i. l i l Ik 4 Project _ Type of Inspection: Address: Date Called: Specia nstructio Date Wanted: 4 / '9;m L Requester: Phone No: Receipt No.: Date: Z W _j U O: N 0: W= J � N LL W O Ua to 0 = C7 W Z �. Z O. U� O � 0 F- WW �U LL .. Z W U =. O Z `—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD �� / / Retain a copy with permit INSPECTION NO. PER T O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 s i � Pr ject: Type of Inspection: A dress: r, 3 J,, 2 Date Called: Special Instructions: Date Wante • ^ �� p.m. p Fue Req�te ne No: Ce r q4D� R A . pproved per applicable codes. Rcorrections required prior to approval. • Receipt No.: Date: $58.00 REINSPECTION fEE REQUIRED. Prior to inspection', fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedute reinspection. q ' Z ~ W fY � UO. N W J F.. LL WO LL c o = d I— _ ?1-- WO U O N D H. W O .Z W co O ~ Z 1 . ON o, f Tukwila Fire Department Sprinklers: � , Fire Alarm: A4 A'"` Hood & Duct: A/ Halon: A� Monitor: Akl_ ,+ d r77 G %1?' Pre -Fire: A./ Permits Occupancy Type: Authorized Signature` Date I Final Approval Frm Rev. 5/2/03 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tubvila, ff'ashinglon 98188 • Phone: 206 -575 -4404 • Far: 206 -575 -4439 11 Now i z i� '~ w JU UO Cj) W = CQ LL W 9 J U_ Q N 2 �w ZF_ F- O z h W w U ON � F— w H F_ LL' O Ili z U Cf) P _ O z t t Brian Talarowski From: Brian Lawry [blawry@gordonprill.com] Sent: Thursday, January 12, 2006 3:47 PM To: Brian Talarowski Cc: Andy.lmmel ti Subject: FW: Colo 2 Cage z 3: Ui Q 0 Q Colo2Cage.pdf (578 KB) 00 Brian, I've asked Dan Hogan to confirm my statements below but I wanted to N 0. confirm with you that I've stated the problem or question correctly. CO = LU J H. FYI, the calcs were based on the 2003 IBC (ref page 8 of the calcs) which are the current L 0. code and we submitted an original set of the calcs to the City, so you should have a W }. stamped original with your permit package. I've included a pdf copy just in case. I Q LL I will copy you on Dan's response as soon as I get a response. CO d. BBL :.. _ . Z �. - - - -- Original Message - - - -- Z O' .From: Brian Lawry [mailto:blawry @gordonprill.com] W Sents Thursday, January 12, 2006 3:40 PM ?, To: Dan Hogan U �? Subject: Colo 2 Cage 10 = UJ Question from the inspector on the Cage installation. He wanted a validation that the F " access floor can 'accommodate the weight of the cage at the columns we installed. Z Based on your cage calcs, page 3: O~ P;= 163lbs Dead toad and 813 lbs Live Load, thus the concentrated load at the column Z equals 976 lbs which is less than the design capacity of the access floor which is shown as 2000 lbs. (ref Existing access floor notes on dwg A -1). Is my interpretation of your calcs correct? BBL . t t s 3 ti Brian Talarowski From: Brian Lawry [blawry@gordonprill.com] Sent: Friday, January 13, 2006 7:55 AM To: Brian Talarowski Cc: Andy Immel Subject: FW: Colo 2 Cage Brian, You should be good to go. BBL - - -- Original Message---- - From: Dan Hogan [mailto:dhogan @aegis - eng.biz] Sent: Thursday, January 12, 2006 4 :06 PM To: Brian Lawry Subject: RE: Colo 2 Cage Brian, You are right on the money. Dan ----- Original.Message ----- From: Brian Lawry [mailto:blawry @gordonprill.com] Sent: Thursday, January 12, 2006 4:40 PM To: Dan Hogan Subject Colo 2 Cage Question from the inspector on the Cage installation. He wanted a validation that the access floor can accommodate the weight of the cage at the columns we installed. Based on your cage calcs, page 3: P = 163lbs Dead Load and.813 lbs Live Load, thus the concentrated load at the column ..equals -976 lbs which is less than the design capacity of the access floor which is shown as 2000 lbs. (ref Existing access floor notes on dwg A -1). Is my interpretation of your calcs correct? BBL 4 !fYI rtb Y.ua tl Igna1 t JAN 17�;(r'7 B UILDIN G D � i r :'{.+.<z o'ti.� a,: „naK,:e�.;r;i+ .`ui,r:.+y: -t�: L ✓wiix.3i'S.al.�• `i:�2�v3.c.:.:�' , x `w. '+ tir+M ..1. . tra:iul�tyu.�. 'U;:»:37�1' '�'.a'u`uL.».t: ;..:...r{,1:� z Z QQ W JU 0 0. N 0 co w : J � CO) W q �Q F=- _ Z �... I- O Z F- �O U. 13 F` W W. F U LL O; Z' U N O z ,'sw 4 "M wpm ty :f i; � " it 4 i .�a I 3 i j f > 1 I f STRUCTURAL CALCULATIONS Microsoft CoLo 2 Cage Tukwila, Washington "16448 eDfLsS Uys-rn�iV. EXPIRES April 6, 2005 PREPARED BY: AEGIS ENGINEERING, INC. 700 SW Higgins Suite 200 Missoula, Montana 59803 1- 406 - 829 -3300 R IVED JAN 17 2006 BUILDING DEPARTMENT Z Z W WI D U O, U W =` J U- 0 W U. N � = CJ: �W �O z �-. U 'O �s WW 2 L" O; zi LL1 U= O� Z MICROSOFT COLO Date and Time: 4/4/2005 3:00:43 PM MCE Ground Motion - Conterminous 48 States Latitude 47.5000, Longitude -122.3000 Period MCE Sa (sec) (%g) 0.2 142.3 MCE Value of Ss, Site Class B 1.0 049.1 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 142.3 Sa = FaSs, Fa = 1.00 1.0 074.1 Sa = FvS1, Fv = 1.51 14.9 (74 .� b� 0 .-,WWI z F C--'5 / ' Z 9 z A`5c&, 7 — TPvlk� q, / 4, 1 5, 1 .'1 0 vu N 7 v/'C5) z 3: Z LLJ JO :0 0 '00 (0 Ui UJ U- Ui OL U. co D UJ 0 z �- W LLJ 2 5 D ON Ui Uj T ()� 4 - z . w U = 0 Z., ENGINEERING r STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA. MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 SHEET NO. ---.- OF------.-- 2 CALCULATED BY DATE CHECKED DATE SCALE Z Lu L) O� Cf) LLJ:r -J �- S2 LL 0 LL. co cf. LU Z O Z }- Lu: 5 cl, .o Vl� 0 F- U J LL 0. Z� o '' - ,z FA F FIN, ,r t ENGINEERING kl . e g * 1 SINCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS. SUITE 200 MISSOULA, MONTANA 59603 (406) 829-3300 FAX (406) 549-3701 JOB SHEET NO. OF- CALCULATED BY DATE llh CHECKED DATE .-----.- SCALE �� Cps , -712 W - _ Z ► I Ca3 � , l c� �- 14A 04 �v � I , 2 1I�3 � �- 11 t�(, . ��31. � -! �� ` c5 1 93) 4- mu= I Z 3: J- Z 6D 1 0 o o' moo co) Ill, LL W O � D LLI z m E- t- 0 LLJ :o W O H Z., ENGINEERING ( STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 829-3300 FAx (406) 549-3701 JOB SHEET NO. OF--.---4---- CALCULATED By DATE - ��_L�._ -�- - CHECKED BY---.----. DATE SCALE Z j— Z' w o 0 N0. cl) W, LL ! 0 LL < D W. w D. U O N W W X C F- I-- — O Z UN Z ENGINEERING e • g i s,NCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 ( ' 000 w 5 At, � `� � �. AL-L SHEET NO. OF-- CALCULATED BY DATE CHECKED SCALE �� IZ�'�2! �' !rlvX ►On � � �`� _ °� Y,, OZD) �7Z4 tv -cp m r rltlT Z (co — _�� (oo4, %/n-,—r � I 7'� L 62 Z ,� Z D 00 co W. w J co LL wo . LL co ya LLI z 0 Ir-, 5 0 co 0 a f-' w ul 3: L ) F- LL ' U N Z ... _ raw - F 4 ` ; i } t •- 4 i 04/0612005 10:53 4065493701 AEGIS ENGINEERING Titie : MICROSOFT COLO 2 Osgnr: DEH Description : Scope: eel B Design Description B1 & B3 General Information Steel Section , TS3X3X3116 Center Span 18.10 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu . Unb Length 0.00 ft Distributed Loads End Location Factored load Combinations .... (1) 1.40 al. 0.010 LL 0.050 ST 0.002 Start Location Mu End Location 18.100 Factored load Combinations .... (1) 1.40 #8 Mu 0.765 k -ft Phi * Mn 7.245 (2) 1.20 + 1.61L ... A - 4ob - Mu 3.248 Phi' Mn 7.245 (5) 1.20 + 0.51- + 1.0E .. . k/ft Mu 1.530 Phi * Mn 7.245 PAGE 02 Job #0510020 Date: 4:44PM, 4 APR 05 6 Page 1 Vu Ohl *Vn Vn • Vn 0.190 k 13.973 0.807 13.973 0.380 13.973 Beam OK Force & Stress #4 #5 #8 #7 LL +ST a(L Center Center 4 Cants A - 4ob - k/ft 2.23 k -ft k/ft Wt k/ft k -ft ft 0.54 0.55 k ft Code Ref; LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 Fy 46,00ksi fined Load Duration Factor 1.00 Brri Wt. Added to Loads Elastic Modulus 29,000.01(si LL I& ST Act Together +te! Short Term Loads Are SEISMIC Loads. Max. M + Max. M - Max. M Left Max. M Right Shear Left Shear 0 Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl Q Reaction @ Left Reaction @ Rt Maximum 2:23 k -ft DL Only 0.55 0.55 k 0.55 k -1,381 In 0.000 in 0.000 In 0.000 ft 0.55 0.55 0.14 0.14 -0.338 0.000 0.000 0.000 0.14 0.14 -4<- These columns are Dead + Live Load placed as noted -- >> LL LL +ST LL LL +ST a(L Center Center 4 Cants A - 4ob - 2.17 2.23 k -ft Wt k -ft k -ft 0.54 0.55 k 0.54 0.55 k -1.341 -1.381 0.000 0.000 In 0.000 0.000 0.000 0.000 in 0,000 0.000 01000 0.000 In 0.000 0.000 0.000 0.000 in 0.54 0,55 k 0.54 0.55 k z Z w UO: W = N LL.' wO J U) 0 = w H Z t-- ; o W w U� C0_ wW U LL O w z 0 H Z I! 1 z Z w UO: W = N LL.' wO J U) 0 = w H Z t-- ; o W w U� C0_ wW U LL O w z 0 H Z 4065493701 AEGIS ENGINEERING PAGE 03 Title! MICROSOFT COLO 2 Job # 0510020 DSgnr: D6hi Date: 4 :4 4 1 3 M, 4 APR OS Description: ^� Scope: ` �.....: o.�,.... n..�:..... �.. Pace 2 Description B1 & B3 04/06/2005 10:53 I j I Sectio Properties TS3X3X311 g%r 680005 T User; KW.0801012, Ver S.6.0 (0)19832003 ENERCALO En 4065493701 AEGIS ENGINEERING PAGE 03 Title! MICROSOFT COLO 2 Job # 0510020 DSgnr: D6hi Date: 4 :4 4 1 3 M, 4 APR OS Description: ^� Scope: ` �.....: o.�,.... n..�:..... �.. Pace 2 I 3 a z = z w w U 0. CO W =. N LL w J LL � = w ?� i- O :z l'- w U U . O ST W W: U tL 1--, O. itl z H O .z Description B1 & B3 Sectio Properties TS3X3X311 T Depth 3.000 in Weight 6.86 # Ift Thickness 0.188 in ixx 2,600 in4 Width 3.000 in lyy 2.600 in4 Sxx 1.730 ln3 Area 2.021n2 Syy 1.730In3 Rt 1.600 In R xx 1.130 In Values for LRFD Design.... R-yy 1.130 in J 4.280 in4 Zx 2,100 in3 Zy 2.100 in3 I 3 a z = z w w U 0. CO W =. N LL w J LL � = w ?� i- O :z l'- w U U . O ST W W: U tL 1--, O. itl z H O .z i ,o 04/06/2005 10:53 4065493701 AEGIS ENGINEERING Title. MICROSOFT COLO 2 Dsgnr: DEH Description: Scope : Description 82 Page 1 L_J a� General Information -, -- i nese coiumns are Ueaa + Live Load place0 83 n0te0 T» Mu Code Ref. LRFO 3rd Edition, 2003 IBC, 2003 NFPA 5000 Phi " Mn Steel Section : TS4=3116 (2) 1.21D+11.611.... Fy 46.00ksi h 6.316 Phi Mn Pinned- Pinned Load Duration Factor 1.00 Cants Center Span 16110 ft Bm WL Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraoed Leng 0.00 ft k -ft Distributed Loads ►tel Short Term Loads Are SEISMIC Loads 1.07 k #1 #2 #3 #4 #5 #6 #7 k DL 0.021 0.23 1.04 klft LL -1 .327 in - 1,287 -1.327 ST 0.004 0.000 in 0,0001n W ., Start Location 0.000 0.0001n ft ( Snd Location 18.100 0.000 01000 ft 0.000 ft 0.000 0.000 0.000 0.000 -t i i 1 i i '7 Factored Load Combinations .... (1) IAA -, -- i nese coiumns are Ueaa + Live Load place0 83 n0te0 T» Mu 1.321 k -ft Phi " Mn 11.040 (2) 1.21D+11.611.... LL +ST Mu 6.316 Phi Mn 11.040 (S) 1.2D + 0.SI, + 1.0E .. . Cants Mu 2.882 Phi ` Mn 11.040 Ste Beam Design I^ r V P V P Force & Stress Summ i Max. M + } Max. M - i Max. M @ Left Max. M @ Right 1 Shear @ Left i - Shaar @ Right Center Defl. j Left Cant Defl Right Cant Defl } ...Query Defl @ ( Reaction @ Left I Reaction @ Rt .l, ''. {i '�i.l:i .. itµ, �..4;li r:i �f 'w:..�F,(+4:Nk {uit ."kiSlCiyYs '1 �'t a.L "i w1C. • l iJi�Out' .t�i:YtY.IF.�!' i- PAGE 04 Job # 0510020 Date: 4:44PM, 4 APR 05 z Z �U UO Cl) co 1111 J CO LL W O U. T I— F- W _ Z� I-- O W� U O C3 H W U LL O w co O Z -, -- i nese coiumns are Ueaa + Live Load place0 83 n0te0 T» DL LL LL +ST LL LL +ST maximum Only Center 0anter M Cants Cants 4.31 k -ft 0.94 4.18 4.31 k -ft k -ft k -ft k -ft 1.07 k 0.23 1.04 1.07 k 1.07 k 0.23 1.04 1.07 k -1 .327 in - 1,287 -1.327 01000 0.000 in 0,0001n 0.000 0.000 0.000 0.000 0.0001n 0.000 in 0.000 01000 0.000 01000 0.000 in 0.000 ft 0.000 0.000 0.000 0.000 0.000 In 1.07 0.23 1.04 1.07 k 1.07 0.23 1.04 1.07 k .l, ''. {i '�i.l:i .. itµ, �..4;li r:i �f 'w:..�F,(+4:Nk {uit ."kiSlCiyYs '1 �'t a.L "i w1C. • l iJi�Out' .t�i:YtY.IF.�!' i- PAGE 04 Job # 0510020 Date: 4:44PM, 4 APR 05 z Z �U UO Cl) co 1111 J CO LL W O U. T I— F- W _ Z� I-- O W� U O C3 H W U LL O w co O Z 04/06/2005 10 :53 1 Rcv. 880005 t U^�r, K1N•0609012. Vet 5.8.0, ( ri; 3.2003 6N6RCALC Eni t•De neef M s f s i a 4065493701 AEGIS ENGINEERING PAGE 05 Title: MICROSOFT COLO 2 Job # 0510020 Dsgnr. DEH Date: 4.44PM, 4 APR 05 Description Scope: Stp_P_I Roam nA!Zinn Page 2 Q TZ UO U) 0. W W J t.. CO W O. LU J lL 4: to �: 4 Z H O' Z'4—: U� :O N? � H .W g H U LL ~O Z tll O Z Description B2 Section_ Properties TS4X3X3116 Depth 4.000 in Weight 8.12 #/ft Thickness 0.188 in ixx 5.230 !n4 Width 3.000 in lyy 3.340 in4 Sxx 2.620 Ina 1 Area 2.39 In2 Syy 2.230 in3 3 Rt 1,600 In R -xx 1.480 in Values for LRFD Design.... R 1.180 in J 6.670 M Zx 3.200 in3 } Zy 2.620 In3 s f s i a 4065493701 AEGIS ENGINEERING PAGE 05 Title: MICROSOFT COLO 2 Job # 0510020 Dsgnr. DEH Date: 4.44PM, 4 APR 05 Description Scope: Stp_P_I Roam nA!Zinn Page 2 Q TZ UO U) 0. W W J t.. CO W O. LU J lL 4: to �: 4 Z H O' Z'4—: U� :O N? � H .W g H U LL ~O Z tll O Z j Vf t: r r� k; m+ 1 5 w_l , 2 S , 1 i i I i . i i i 3 4 i FILE COPY STRUCTURAL CALCULATIONS CITYOF IUKWIIA Microsoft CoLo 2 APR 07 2005 Cage Tukwila, Washington PERMIT CENTER Dos� I 10 E. � w M, 36448 �q"E%.S EX PIRES April 6, 2005 PREPARED BY: AEGIS ENGINEERING, INC. 700 SW Higgins Suite 200 Missoula, Montana 59803 1- 406 - 829 -3300 REVIE'A FOR CODF- Ci)i.\APLIA P t�PR 7 � �OQS Z Z NN '. UO CO 0; Ito U. W O. J U- ?' UJI z� Z O . W � o U O �. W . LL Z w U_N O Z z �z J U. 00 CO 0 w �, �2 U. W o U - CO d` F- i. z F- Z O-. U� O F.� W W' F- P W Z U =. O z ' MICROSOFT COLO Date and Time: 4/4&-A 3:00:43 PM OWN MCE Ground Motion - Conterminous 48 States I Latitude = 47.5000, Longitude = - 122.3000 Period MCE Sa �- (sec) ( %g) 0.2 142.3 MCE Value of Ss, Site Class B 1.0 049.1 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 142.3 Sa = FaSs, Fa = 1.00 1.0 074.1 Sa = FvS1, Fv = 1.51 '3 14 o 74 A oil G� �i (� � �.•; �� Fes. Kz> � 7 A. t 2 j1 ^A J i OAK 1 i I i M i �.1 6� 0 44 - / 6 4 6I' 0 eo 3 W z �z J U. 00 CO 0 w �, �2 U. W o U - CO d` F- i. z F- Z O-. U� O F.� W W' F- P W Z U =. O z ENGINEERING A.egis,NCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 P" d� JOB SHEET NO. CALCULATED BY CHECKED BY SCALE DATE-444 I-q DATE I Cat I AV ? Z Z : LLI D U 0, cl) 0! cl) LLI Lu LL 0, u- co D uj Zp uj LLJ 5 U cl), �o LLI Uj : C. ) L 0 Z - 117, 0 1.-. Z ENGINEERING 1 A - C - .e is,NCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 6 SHEET NO. OF- CALCULATED BY DATE - ALW- CHECKED DATE.-.---- SCALE —60L- Ll) i"A xj y l Gw 4, rte. LA Vr 312- 1 oat 04V), t, n L LW I II 2.\ mu= C� Z I --: D u 0 M (3 w= co U., 0 u. co d Ul 3: z 0 Ir- LU LIj 12 5 D , 0 10 co: 0— .0 F-, .uj ' LL Z. cl) 0 z ENGINEERING e s,NCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 itp MISSOULA, MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 9yyl 45 it K 0 1 JOB. SHEET NO. CALCULATED BY DATE-- CHECKED DATE ClAl . Z Z W � 10 0 N O� co w wx J I.-: cf) LL w 0 9-1 LL <': cl) D cy . Z F- 0. z Ir- W UJ V) 0—) 0 F- ' W W 0 z li I po .e jS ENGINEERING INCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOUL-A, MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 , SHEET OF CALCULATED BY DATE CHECKED By—.—..--- DATE-------- SCALE fly: ALA, Do t L �,,,,c = �� IZx 'u 2 ) LRAD ovce, 4 I 1` - �imts 4 r I vi 7 0 JIVP N2,-6 C P 4�( .44 /0vLx � 42� 1 647) x �� j- =-� , 2�� w t 0 s <b '��T`� sue` vv 7 rs: z J— Z LLI 2 � D o L) 0 (/)D cl) Ill LLI :c —J cl) LL 0 �a� LL cl) D 3: z OL . Ir— LU LLj 2:5 n O N uj LLI LL ui z cl) F4 04/06/2005 10:53 ISM 13 f I� i k *.t � r 1 I 1 I i s ti i 4065491 { AEGIS ENGINEERj Title : MICROSOFT COLO 2 Dsgnr: DEH Deserlptlon ; Scope teel Beam Design PAGE 02 Job #0510020 Date: 4:44PM, 4 APR 05 11 Description B1 &B3 � I Code Ref, LRFD 3rd Edition, 2003 IBC, 2003 NFPA 5000 Ge Infor Steel Section. TS3X3X3116 I 0.000 FY 46,00ksi 0.000 Pinked- Pinned Load Duratlon Factor 1.00 Center Span 16.10 ft Brd Wt. Added to Loads Elastic Modulus 29,000Aksi Left Cant 0.00 ft LL ST Act Together Right Cant 0.00 ft Lu ; Unbrac_ Length 0100 ft A I Loads +t Short Term Loads Are SEISMIC Loads. #1 #2 03 #4 #5 #8 07 DL 0.010 I k/ft LL 0.050 k/ft ST 0.002 I k/ft Start Location I ft End Location 16.100 1 it Summary Factored load Combinations .... Beam OK (1) 1.40 t u Mu 0.765 k - 0.190 k Phi " Mn 7.245 �hl "Vn 13.973 (2) 1.213 + 1.6L ... Mu 3.248 0.807 Phi' Mn I �ru 7.245 phi' Vn 13.973 (6) 1.213 + 0.511- + 1,0E ... I Mu 1,530 ` 0.380 Phi " Mn 7.245 Phi * 13.973 Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M Q Right Shear@ Left Shear Q Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Maximum 2.23 k -ft 0.55 k 0.55 k •1.381 In 0.000 in 0,000 in 0.000 ft DL Only 0.55 0.14 0.14 -0.338 0.000 0.000 0.000 «- These columns are Dead + LL LL +ST C�CLr ar Center 2.17 2,23 0.54 0.55 0.54 0.55 -1.341 -1.381 0.000 0.000 01000 0.000 0.000 0.000 Live Load placed as noted -- >> LL L LL +ST Cants- Reaction Cry Left 0.55 0.14 0.54 0.55 k { Reaction @ Rt 0.55 0.14 0.54 0.55 k PAW l z ;��-- z �w 00 N W= N L W O J, LL ?. d = W ZO W W U ON oF- LU W LL H -0 LLI U2 O z 4065493,7.01 AEGIS ENGINEERING Title: MICROSOFT COLO 2 Dsgnr: DE=H Description: Scope: Steel Beane Design) PAGE 03 Job # 0510020 Date: 4.44PM, 4 APR 05 7 2 0410612005 10:52 Rv: 680005 User; KW0801012, Ver$4.0 (01993.2003 SNERCALC En 4065493,7.01 AEGIS ENGINEERING Title: MICROSOFT COLO 2 Dsgnr: DE=H Description: Scope: Steel Beane Design) PAGE 03 Job # 0510020 Date: 4.44PM, 4 APR 05 7 2 ERfw i i i Z Z mo w, U O N cl: W =' J � CQ LL- U, O J' LL. Q . co �. w. Z 1- O Z F- 0p U ,O — D E- w H U O 111 Z • U =. O Z Description B1 & B3 Section Properties TS3X3X3/ Depth 3.000 in Weight 6.86 #/ft Thickness 0.188 in Ixx 2,600 1n4 Width 3.000 in lyy 2.600 in4 Sxx 1.730 1n3 Area 2.02 in2 Syy 1.730 in3 Rt 1.$00 In R -xx 1.130 In Values fpr LRFD Design.... R ^yy 1.130 in J 4.280 in4 Zx 2,100 in3 Zy 2.100 in3 ERfw i i i Z Z mo w, U O N cl: W =' J � CQ LL- U, O J' LL. Q . co �. w. Z 1- O Z F- 0p U ,O — D E- w H U O 111 Z • U =. O Z 1 04/06/2005 10:53 F+� 40654937-x1 AEGIS ENGINEER)NG Title; MICROSOFT COLO 2 Dsgnr: DEH Description: PAGE 04 Job # 0510020 Date: 4:44PM, 4 APR 05 Scope: a Rev: 580005 u: rr: Kuv oeatot2, ver s.a.b, -Doc -2003 Steel Beam Design Page 1 (0)19832003 EtdERCALG knpineerlw Software tola2.ecwCelcutatlons Description B2 Genera In fOR nat ion- Mu Code Ref: LR FO 3rd Edition, 2003 IBC, 2003 NFPA 5000 s Steel Section. TS4X3X3/16 11.040 F Fy 46.00kst i — Pinned- Pinned Load Doratlan Factor 1.00 Center Span 16.10 ft Bm WL Added to Loads Elastic Modulus 29,000.0 ksi Left Cant 0.00 ft LL & ST Act Together DL Right Cant 0.00 A LL LL +ST Lu : Unbraced Leng 0.00 ft Only Center Distributed Loads 0 Cants Cants itel short Term Loads Are SEISMIC Loads. #1 #2 #3 04 #5 #a #7 pL 0.021 k -ft Max. M - k/ft LL 0.100 k/ft ST 0.004 Max. M @ Left k/ft Start Location ft End Location 18.100 ft k- ft Shear @ Left Factored Load Combinations .... (1) 1.41) Mu 1.321 k -ft V Phi r Mn 11.040 F (2) 1.213 u 1.6L ... — 6,318 V Phi ` Mn 11.040 P (5) 1.2D + 0.51, +COE._. Mu 2.882 V Phi " Mn 11.040 P z Z � Q� J V UO Cl) W= J I.— N L W O 9 U- to � W zH E- O: z 1— 5 U� O N O t— W S U U. —0 111 z U 2: O ~` z Force & Stress Summary — . <-- These columns are Dead + Live Load placed as noted DL LL LL +ST LL LL +ST Maximum Only Center Q Center 0 Cants Cants Max. M + 4.31 k -ft 0.94 4.18 4.31 k -ft Max. M - k -ft Max. M @ Left Max. M @ Right k- ft Shear @ Left 1.07 k 0.23 1.04 1.07 k Shear @ Right 1.07 k 0.23 1.04 1.07 k Center Dail. -1.327 in -0.290 -1.287 -1.327 01000 0.000 in Left Cant Defl 0,0001n 0.000 0.000 0.000 0.000 0.000 In Right Cant Deft 0.000 In 0.000 01000 01000 01000 0.000 in ...query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 1.07 0.23 1.04 1.07 k Reaction @ Rt 1.07 0.23 1.04 1.07 k z Z � Q� J V UO Cl) W= J I.— N L W O 9 U- to � W zH E- O: z 1— 5 U� O N O t— W S U U. —0 111 z U 2: O ~` z 04/06/2005 10:53 Raw. 590005 4 V& 5.8.0 Z()=003 OLGRCALC FAi Description B2 Usgnr DEH Description Scope Steel Beam Design PAGE 05 Job # 0510020 Date: 4.44PM, 4 APR 05 Page 2 40155497.1 AEGIS ENGINEEF� G Title: MICROSOFT COW 2 Z' D 00 CO) a CO) 1116 UJI :11: CO) LL' 0� 9- LL < Cj) D F. UJ Z 1-- 0 z H 5 C6 :0 D 1-- w ut 0 Z. CO) 0 Z-. Section Properties TS4X3X3/16 71 Depth 4.000 in Weight 8.12 #1ft Thickness 0.188 in lxx 5.230 10 Width 3.0130 in lyy 3.340 in4 Sxx 2.620 Area 2.39 In2 Syy 2,230 In3 Rt 1,600 In R-xx 1.480 in Values for LRrD Design R-yy 1.180 in 6.670 in4 Zx 3.200 in3 Zy 2.620 In3 40155497.1 AEGIS ENGINEEF� G Title: MICROSOFT COW 2 Z' D 00 CO) a CO) 1116 UJI :11: CO) LL' 0� 9- LL < Cj) D F. UJ Z 1-- 0 z H 5 C6 :0 D 1-- w ut 0 Z. CO) 0 Z-. PERMIT COORD► COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -110 DATE: 04 -07 -05 PROJECT NAME: MICROSOFT SITE ADDRESS: 3433 SOUTH 120 PLACE X Original Plan Submittal (� 510 AW( -oS Fire revention Structural ❑ _Response to Correction Letter # Revision #_after /before permit is issued UtrA i riM l S: _ Building �iviffin 1A ` Public Works.Dkm If Response to Incomplete Letter # pxyl oL -6 K Planning Division Permit Coordinator V DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -12 -05 Complete Incomplete ❑ 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 7 " Structural TING: Please Route Review Required REVIEWER'S INITIALS: 01 APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT OORD COPY Documents /routing slip.doc 2 -28.02 * f:t' •+- \: r4.. � ; C.r- :..t' � { {..� . &L�;� �i,. ,r.3.,.s,a:,::ran:sc;.,;V �.wL i:tknti�i�`+,i. :`�',70Sus:}.i�t 'Y77::V<KJG'� '� } +a.}3r..s,tia;`L t�" . �, '+.• '` J'6 ❑ No further Review Required DATE: DUE DATE: 05 -10 -05 Not Approved (attach comments) ❑ z z �W QQ JU UO CO W= J F_ S2 LL w �_j W? co :3 = w F- _ z�_ �_O Z F- w �5 U� ON o F- wW FF-- �. u. 0 z W co O F- z - * Detach And Display Certificate RECEIVED' - CITY OF TUK►ILA r— Detach And. Display Certificate PERMIT CENTER , ........................................... ..................................... .............................. .................................. ........................................................................................ ........................ ----------- ------- -- ------------- INME ..... . . - - - - ---- - - - - - -- - - - - - -- - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - Detach And Display Certificate RECEW -MIS C:w C_6xA fba&31 A - 0f7'Yaj: , r U _ eD _ .... _' Sarzi& c- KMLA Cc L& f,3 1-t, . 1 0* 96ta 1- 6Tezn S.S. MAR 0 9 2005 lmrncl, knecf_b� ✓W4a AVNe, PERMITCEIVTEF, �(I_ V 1 0 &M C._ Mt) OS C,.)n.V ( a L4 L-Am" V c4 vi c2 c5 alre ) Vwe r � VIOAtx-ov i t" Ok d-O GAA 4 sat,--* ove"n 3Cn-,<, CA s tG*& 3 dTUQ_z CF LLA-Smolcsro j, an! o(n be ko(e. m e HEON A. SANCHEZ t COMM. #11279381 m Notary Public-California (A w SANTA CLARA COUNTY I MY Comm. Exp. Oct 5, 2004 z Z LLI _j 0 00 C/) 0 C0 LU LU :r _J F_ Cl) U_ w 2� 9-1 LL LLI z 0 z �_ W L U 5 U) 0 0 H UJI Lij X F_ 0 F_ U- 0 z Li U) L) pm 0 z Detach And Display Certificate ........ ..... .... ......... .......... ....................... .... .. .. . .............. ........ .... . ... I . . . ...... .... .. . ....... ... .... ... . .... ..... . .... ......... ... - . ............. I ................ . DRAWING INDEX A-0 COVER SHEET A- I ARCHITECTURAL CONSTRUCTION PLAN A -2 NOT USED A -3 GAGE DETAILS SIRWTM& S-1 NOT USED M -1 NOT USED TRIGAL (�L.EGTRIGAL YVORK UNDER SEPARATE PERMIT) E -1 NOT USED OONSTRUOTION PHASIN& 1 NOT APPLICABLE O f donal p review f--es. .aim - F m review 77--_11 - i i i t' iVb)ect to erne i and Appeal r f . _ r: •`. , c.i documents dces no at fftlr 111! *Watio; ado'PW ooze or ordinance. Ae��lt Hof appr�oveu r-ie t :� c.:opv Is illd- ®Y ' Dace; -- cl - r I -S . 1 1 � J y � � •, r, •, � � L V , V F . T MICROSOFT NETWORK-001 0 #2 COLD 2 CAGE AND CABINET EXPANSION swMan REQUIRED pme Bec�icld Plumbing Cas �P'n9 City Of Tukw;:a BUILDING wwat INTERNET EXCHANGE ISX — SE I INTERGATE EAST 3433 SOUTH 120th PLACE TUKWILA, WA 98168 AREA V" BUILDING MAP FILE co" ^ 6�ant1lt No.1�L7 00 0 PROJECT DATA PROJECT NAME TENANT it-�OVE�T FOR MICROSOFT, ,48pNE ITT AT INTER6ATE EAST 3 SOUTH 120th PLACE TUCYWVI, Y44 98168 ZONING MIGM 1MAP4JFAG11JR1N6 INDUSTRIAL GBN7'ER/F4EAV1' P/V2GEL 102904- 406q SITE ,AREA: 115,165 SIF SEISMIC CLASSIFICATIONS: se +sr+ic use 6RouP: n cvocuNrER,r uPw�11 50514I6 D£S16N GAT[60RY: D SITE C.1.A56: D OPE 5EG0N0 PERIOD 54: 4655K 5140RT PERIOD 56: 140bA'i (FORTO2LY IaG ZONE 3) DES i 6N CODES: 2003 EDIT4W5 OF: I1iT9QN/►T10INA. S►iL0IN6 GORE I14TEN134/►T10NAL FIRE CODE SERVICE FACILITY BUILDING DATA A1:1:)RESS: AEVVE NET 3433 SOUTH 120th PLr4GE 11JICYrILAY'IA 48186 BLDG. OWNER iN'I'aiNATIONN_ 6ATEYVAY EAST, LLG 1201 TUKWIU INTEwwTIONId.. BLVD., 4th FLOOR SEATTLE, 104AS"N6TON q816831.21 G01dTAGT: ,.IOFN 511BEY BU I LP I NG AREA TOT/1L FL00 IIbrO'7'9 SF N012TM SetVIGE YNiD: 6 5F SOUTH WIGE Y/1R'D_ 9535 5F c T**ePE FULLY 5PRINCL3RED -STORY OCCUPANC*ir FI FACTORY ItCXZMAL, MOD�TE+VNZKiD - BFGTRGWG 5N41TGM 6ENi FAGILJT1' PARK I H6 H'fTlIE FAGILRY MRIGIPATES MOfJ5110 A F4A7QMJM OF 'JD 0+9- MM DO NISITGRraL 60. 010 TO /iDOV6CT I.ET78t Dr►1�'�l'1iA00I 2002 MT10W OF ?"T10I4ft. ELECT'R1G coom .20M F04514. STATE BEi�bY CODE WIPA "M EL,6GTROHWw Tip► PROJECT STA TEMENT TENANT IMPROVEMENTS TO AN EXISTINb TELECOMMUNICATION FACILITY (ELECTRONIC SWI TCH&EAR). AORK CONSISTS OF I. INSTALLATION OF 40 CABINETS 2. INSTALLATION OF CASES, COMPLETE WITH CEIL INS TO MATCH Z. 3. PROJECT AREA: 1100 5F. STRUGTIIRAL GALGS PREPARED AND APPROVED UNDER PERMIT NO. DOS-76 (CABINETS) AND 005 -T'1 (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PRO,EGT. LEGAL i7ESCRIPT LOT 2 OF SHORT PLAT NO. 785018, ING TO THE SHORT PLAT REC40ROM UNDER KINS COUNTY RECORDINS N0. 8 O324Og3Ot TOOETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYIN& EAST OF THE SOUTHERLY PRODUCTION OF THE WE5T LINE OF SAID LOT 2 OF THE SHORT PLAT AND NE5TERLY OF A LINE REINS 30 FEET WEST OF THE PARALLEL, WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 55th AVENUE SOUTH AS LOCATED BY THE PLAT OF RI VERTONt AND TOGETHER WITH THAT PORTION OF VACATED 35th AVENUE SOUTH ADJOININS AS VACATED UNDER CITY OF 'TUKWILA ORDINANCE NO. 15 RECORDED UNDER RECORDINS NO. 4OOgI WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAWt SITUATE IN THE CITY OF TUKWILA, COUNTY OF KIN&, STATE OF WASHINOTON. G ENERAL NOTES: �o„��NOTED) - THESE DRAWINS5 WERE PREPARED IN ANGE WITH THE 2003 INTERNATIONAL BJILDINS GODS (1191G) 2• VERIFY EXISTING (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SU IT CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE Of' !NABL.E FROM THE INSIDE WITHOJT THE USE OF KEY OR ANY SPECIAL KNOYVI_ED&E OR EFFORT. DOOR HARDYVARE SHALL BE H.G. ACCESSI LEVER TYPE UNO. TEL.CO EQUIPMENT ROOMS PEED NOT BE H.G. ACCESSIBLE. 4. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDINS 15 OCCUPIED W1TH LISHT HAVINS INTENSITY OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. 5. WHERE REQUIRED, EXIT 515N5 SMALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN EXIT SERVES AN EXIT LOAD REQUIRINS TWO OR MORE EXITS. 6. COMPLY NTH SPECIAL INSPECTION REQUIREMENTS OF SECTION 1'701 OF THE UNIFORM HUILDIN& GORE AS APPLICABLE TO TH15 PROJECT. ?. ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 6. SEISMIC BRACIN& AND .44CHORlN& OF EQUIPMENT 5Y5TEM5 SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UBG YViTH THE EXCEPTION OF MECHANICAL EQUIPMENT AND 015T, WHICH SHALL LOWLY WITH SMACNA &JIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL UNITS. PROJECT T EAM OWNER: ABOVE NE r 3433 120th M_ TUKWILA, AA 4 48168 CONTACT: R DN EMAIL: Ron -T m"abovefot TEL: (206) 44 8 DELL: (206) 341 -42 ft CITy APR **k4 0 7 1005 T �'tNTE TENANT: MICROSOFT CORPORATION ONE MICROSOFT WAY YWA;aHINSTON 480 TEL: (425)'706 CELL: (425) '1 E -MAIL: kxrlhhmlexo3oft CONTACT: Lair'I ARCH I CT/STRUCT: 60fi00N PR1LL ING_ 1245 PEAR AVE MOUKfAIN VIE^I, GA 9043 18: (650) 335-KiqO FAX: (650) 335 -148b CONTACT: SWAN LN"RY, /►.IA E -MPJL= bblow"4dk3Pdrw.eom SPECIALTY CONTR: BLACK BOX SERViGES 430 EAST TRJTILE ROAD SAN JOSE, GA 45131 TEL: (406) 432 -6100 FAX: (408) 432 -6131 E44AIL: kyVr001&34n j0"j .GOrn GOINTAGT: AIRY IM11 RC00 �� r -•b - -- �I�t ; '- t y 8 w oo ea f � W e5 = 0 .2 . ._.• = m a a,) o o 0 0 1 1� .::A , _ c• b & • `; c M i 4 1 • • F a i •a rl � a •..:fi ••,�_ � � s . - � .: � f PROJECT � 4L LOCATION � � • �� `` = - `- . _� r• . �n '• � '" _• , \'IGINIT't MAP AREA V" BUILDING MAP FILE co" ^ 6�ant1lt No.1�L7 00 0 PROJECT DATA PROJECT NAME TENANT it-�OVE�T FOR MICROSOFT, ,48pNE ITT AT INTER6ATE EAST 3 SOUTH 120th PLACE TUCYWVI, Y44 98168 ZONING MIGM 1MAP4JFAG11JR1N6 INDUSTRIAL GBN7'ER/F4EAV1' P/V2GEL 102904- 406q SITE ,AREA: 115,165 SIF SEISMIC CLASSIFICATIONS: se +sr+ic use 6RouP: n cvocuNrER,r uPw�11 50514I6 D£S16N GAT[60RY: D SITE C.1.A56: D OPE 5EG0N0 PERIOD 54: 4655K 5140RT PERIOD 56: 140bA'i (FORTO2LY IaG ZONE 3) DES i 6N CODES: 2003 EDIT4W5 OF: I1iT9QN/►T10INA. S►iL0IN6 GORE I14TEN134/►T10NAL FIRE CODE SERVICE FACILITY BUILDING DATA A1:1:)RESS: AEVVE NET 3433 SOUTH 120th PLr4GE 11JICYrILAY'IA 48186 BLDG. OWNER iN'I'aiNATIONN_ 6ATEYVAY EAST, LLG 1201 TUKWIU INTEwwTIONId.. BLVD., 4th FLOOR SEATTLE, 104AS"N6TON q816831.21 G01dTAGT: ,.IOFN 511BEY BU I LP I NG AREA TOT/1L FL00 IIbrO'7'9 SF N012TM SetVIGE YNiD: 6 5F SOUTH WIGE Y/1R'D_ 9535 5F c T**ePE FULLY 5PRINCL3RED -STORY OCCUPANC*ir FI FACTORY ItCXZMAL, MOD�TE+VNZKiD - BFGTRGWG 5N41TGM 6ENi FAGILJT1' PARK I H6 H'fTlIE FAGILRY MRIGIPATES MOfJ5110 A F4A7QMJM OF 'JD 0+9- MM DO NISITGRraL 60. 010 TO /iDOV6CT I.ET78t Dr►1�'�l'1iA00I 2002 MT10W OF ?"T10I4ft. ELECT'R1G coom .20M F04514. STATE BEi�bY CODE WIPA "M EL,6GTROHWw Tip► PROJECT STA TEMENT TENANT IMPROVEMENTS TO AN EXISTINb TELECOMMUNICATION FACILITY (ELECTRONIC SWI TCH&EAR). AORK CONSISTS OF I. INSTALLATION OF 40 CABINETS 2. INSTALLATION OF CASES, COMPLETE WITH CEIL INS TO MATCH Z. 3. PROJECT AREA: 1100 5F. STRUGTIIRAL GALGS PREPARED AND APPROVED UNDER PERMIT NO. DOS-76 (CABINETS) AND 005 -T'1 (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PRO,EGT. LEGAL i7ESCRIPT LOT 2 OF SHORT PLAT NO. 785018, ING TO THE SHORT PLAT REC40ROM UNDER KINS COUNTY RECORDINS N0. 8 O324Og3Ot TOOETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYIN& EAST OF THE SOUTHERLY PRODUCTION OF THE WE5T LINE OF SAID LOT 2 OF THE SHORT PLAT AND NE5TERLY OF A LINE REINS 30 FEET WEST OF THE PARALLEL, WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 55th AVENUE SOUTH AS LOCATED BY THE PLAT OF RI VERTONt AND TOGETHER WITH THAT PORTION OF VACATED 35th AVENUE SOUTH ADJOININS AS VACATED UNDER CITY OF 'TUKWILA ORDINANCE NO. 15 RECORDED UNDER RECORDINS NO. 4OOgI WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAWt SITUATE IN THE CITY OF TUKWILA, COUNTY OF KIN&, STATE OF WASHINOTON. G ENERAL NOTES: �o„��NOTED) - THESE DRAWINS5 WERE PREPARED IN ANGE WITH THE 2003 INTERNATIONAL BJILDINS GODS (1191G) 2• VERIFY EXISTING (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SU IT CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE Of' !NABL.E FROM THE INSIDE WITHOJT THE USE OF KEY OR ANY SPECIAL KNOYVI_ED&E OR EFFORT. DOOR HARDYVARE SHALL BE H.G. ACCESSI LEVER TYPE UNO. TEL.CO EQUIPMENT ROOMS PEED NOT BE H.G. ACCESSIBLE. 4. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDINS 15 OCCUPIED W1TH LISHT HAVINS INTENSITY OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. 5. WHERE REQUIRED, EXIT 515N5 SMALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN EXIT SERVES AN EXIT LOAD REQUIRINS TWO OR MORE EXITS. 6. COMPLY NTH SPECIAL INSPECTION REQUIREMENTS OF SECTION 1'701 OF THE UNIFORM HUILDIN& GORE AS APPLICABLE TO TH15 PROJECT. ?. ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. 6. SEISMIC BRACIN& AND .44CHORlN& OF EQUIPMENT 5Y5TEM5 SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UBG YViTH THE EXCEPTION OF MECHANICAL EQUIPMENT AND 015T, WHICH SHALL LOWLY WITH SMACNA &JIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL UNITS. PROJECT T EAM OWNER: ABOVE NE r 3433 120th M_ TUKWILA, AA 4 48168 CONTACT: R DN EMAIL: Ron -T m"abovefot TEL: (206) 44 8 DELL: (206) 341 -42 ft CITy APR **k4 0 7 1005 T �'tNTE TENANT: MICROSOFT CORPORATION ONE MICROSOFT WAY YWA;aHINSTON 480 TEL: (425)'706 CELL: (425) '1 E -MAIL: kxrlhhmlexo3oft CONTACT: Lair'I ARCH I CT/STRUCT: 60fi00N PR1LL ING_ 1245 PEAR AVE MOUKfAIN VIE^I, GA 9043 18: (650) 335-KiqO FAX: (650) 335 -148b CONTACT: SWAN LN"RY, /►.IA E -MPJL= bblow"4dk3Pdrw.eom SPECIALTY CONTR: BLACK BOX SERViGES 430 EAST TRJTILE ROAD SAN JOSE, GA 45131 TEL: (406) 432 -6100 FAX: (408) 432 -6131 E44AIL: kyVr001&34n j0"j .GOrn GOINTAGT: AIRY IM11 RC00 W Q cJ .. 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Sy r. � s• �F +'.•w/- '.w/ �1�._ q • F ' 41.1 CUMULATIVE OCCUPANT (E) RATED 33.4 CUMULATIVE OCCUPANT LOAD FOR ROOM, OR 20.6 :> CORRIDOR LOAD FOR ROOM, OR 16.'1 AT T4 15 DOOR AT TH 15 DOOR i 1 L I TELCO EQU I P f + I r 318 5F/300 Nb E S 1 XI 5 TI - r-� -- ' , 1.0 OCCUPANTS t � RA K5 + _ J� f , I I N 1 r 1 i TELCO EQUIP ' � 2.8 OCCUPANTS I TELCO EOUIP 21"76 5F/500 '1.2 OCC4PANT5 1 - - - 7 N I I S RACK_ _ :- _TELCO QUIP ---� '- - 481 5F/500 E z Q � �. � � _!.b OG Af�lT5 GUP LL TELPO EOUI 3 CA O j - - - - -- •' — 1216: SF - _ — -- - - I st W 41 AN EXI5TINO- ' w w � u m - } "ELGO EQUIP 4.0 OC;GUPANT ' EXf 5TI NG r t- .-; zW, 1 J ur $ Q z �-- - L iP- 4 4 O W v g • ' t z • �_ - - - 6 2 A3 A3 - t = L ' GAML.A''i VE OCcApAk?c LOOAD Fes, OtooWr 4R W ARCHffECTLAAL R.OM PLM Al ,�►T �5 Di!Ot7R \ t _ I, �'*3G SF ,300 1 7 \ S; 6 5 1 1 f + _ __ _ � � A3 A3 }- rte.. • r• 1 h r SCOPE OF WO A. INSTALL CABINET MOUNTED AND FLOOR MOUNTED TRAYS TO MATCH EXISTIN& IN5TALLATIONS. B. INSTALL OWNER PROVIDED CABINETS. OTY: 40 CABINETS G. INSTALL GAGE AND CA,,SE CEILIN& TO MATCH (E) V. CABINET/RACK ELECTRICAL WORK, AND CABLE TRAY WORK UNDER SEPARATE PERMIT. GENERAL" NOTE5 ac � INC 1245 PEAR AVENUE MOUNTAIN V I E V4 CA, 84043 -1451 (&50) 355 -IggO • FAX (650) 335 -- q88 w 105 EAST PINE STREET MISSOULA MONTANA, 59802 (406) '721 -5 FAX: (40(b) '721-8116 PERM T I RATELY. D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MICROSOFT'S CONSTRUCTION REQUIREMENTS CONSTRUCTION YVORK WITHIN ACTIVE COLO AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETI^EEN THE FLOOR SUPPORT SYSTEM (TO INCLUDE GABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 3 HORIZONTAL. F. EXI5TINl& CAGE EXPANSION, INSTALLED BY OTHERS, 15 BEING UP&RAOW TO MATCH DETAILS AND I NISTALLATI ON METHODS AS NOTED ON THIS PERMIT SET. A. STRUCTURAL CALLS PREPARED AND APPROVED UNDER PERMIT NO. 005 -16 (CABINETS) AND D05- - M (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. B. TYPE OF LOCK OR LATCH, EXIT VOOR5 SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOINLEDC7E OR EFFORT. DOOR HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. C. WORK NOTED AS "FUTURE" 15 5HOWN FOR INFO ONLY, AND Y41L.L BE I SEPA LEGEND: EXISTING ,4GGE55 FLOO NOTES L I NE TYPES (PU NEW (E) EXI5TIN& -== ` -- (D) DEMO SHEET NoT�S MANUFACTURER: MAXCE55 TECHNOLO& ES, INC SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES TILE: RWG400 W/ NEVAMAR ST - 1 &RAY STARLITE PERF TILE: SP200 SIZE: 24x24 HEIGHT: 30" ABOVE SLAB ON GRADE ATTACHMENT: MASTIC AND (2) A.B. ALTERNATING OIA&ONIAL UNIFORM LOAD: 500 P5F CONCENTRATED LOAD: 2000 L55 ROLLIN& LOAD: I500 L55. EQUIPMENT LATERAL LOADS- FLOOR ORl6INALLY DESIGNED TO ACCOMMODATE CABINET /RACK LATERAL LOADS (1 Oy"l R PROVIDED RACKS /CABINETS, INSTALLED BY CONTRACTOR. BOLT TO AGGE55 FLOOR PER DETAIL A/Al. �2 NOT USED EXISTINIS WOVEN AIRE PARTITION, Il' HIGH TO REMAIN. �4 REMOVE AND RELOCATE (E) GAGE WALL TO NEW END CONDITION. RELOCATED d'8 "W SLIDINS &ATE WITH A 4455 CARD READER. I i �i Z inQ cif in 1 0 a a W V) W m 0 m Z 0 cc Z a �IL 0 N X aaW 0WW Owe W F.a cg .. O N C9 o W W J W ~ Q INS 06 NEW WOVEN WIRE PARTITION, I I'-O" HIGH PER DETAILS ON OA& A-3 UON. F- NEW WOVEN WIRE CEILING, 11'-0' HI&H, TO MATCH EXISTIN& WITHIN eUILDIN6. R199DRENC W O �o C�RIC DETAILS ON DRAWING A3, UON. o �8 vz � �c = M Lr) � 11W O V 0 4x4x %" TUBE STEEL CA&E CEILING BEAM. < N ..., a 1 NOT USED 0 V) 14 (N) 10'-6" TRAY .SUPPORT 5TRUCTL RE (TO MATCH (E)) INSTALLED OCCR A SEPARATE LjLj F- F O Q Z� Z CV Z 0 o ° � J z � La , O a too 0 a a W V) W m 0 m Z 0 cc Z a �IL 0 N X aaW 0WW Owe W F.a cg .. O N C9 o W W J W ~ Q INS 06 HEi&4r. b'-4 MIN_, 1 MAX. CABINET: A5 PROVIDED BY MICAR05OFT. i>^EI&HT: 5 50 0 MAX. INVGLI v CABINET. RACK Oct' :D YWRE- .. ( E— I.. C) HEI&t4T: I'-O" Mik, W-0" MAx J RACK_ AS P'ROViVM BY KCAROSOFT. V VCI&4T: IODOs MAX- INiGL.rUDIN6 RACK BOLT PATTERN: 16'A x i2.51D B_ Lc. UIPMENT PLAN A CABNET/MCK FLR MCKMT Ir., _J IF Az PRE 0 -s-`' D -: S� _ > ; " e=m ::" 1i CA &SE' DE"A I.-AR Way D : � O W�= a v Z N �ra E � Q w v �v �Z o• o f It9 It • 1� I f i q NEW WOVEN WIRE PARTITION, I I'-O" HIGH PER DETAILS ON OA& A-3 UON. F- NEW WOVEN WIRE CEILING, 11'-0' HI&H, TO MATCH EXISTIN& WITHIN eUILDIN6. R199DRENC W Lli z C�RIC DETAILS ON DRAWING A3, UON. U O �8 INSTALL 24 "L x 1" 50. STEEL TUBINS BRACE (B -LINE 8631) AT ALL END OF YVALL C.ONDI TIONS TYP. 0 �9 4x4x %" TUBE STEEL CA&E CEILING BEAM. < z () THRU 1 NOT USED a, V) 14 (N) 10'-6" TRAY .SUPPORT 5TRUCTL RE (TO MATCH (E)) INSTALLED OCCR A SEPARATE LjLj F- F O Q PERM T. Z CV CITY QF TUKVYII.A APR 0 ? 7005 (n Q r Li - P ERMIT CENTER I' -E ' • r b f' : g • BASE O CABINET TELCO HEi&4r. b'-4 MIN_, 1 MAX. CABINET: A5 PROVIDED BY MICAR05OFT. i>^EI&HT: 5 50 0 MAX. INVGLI v CABINET. RACK Oct' :D YWRE- .. ( E— I.. C) HEI&t4T: I'-O" Mik, W-0" MAx J RACK_ AS P'ROViVM BY KCAROSOFT. V VCI&4T: IODOs MAX- INiGL.rUDIN6 RACK BOLT PATTERN: 16'A x i2.51D B_ Lc. UIPMENT PLAN A CABNET/MCK FLR MCKMT Ir., _J IF Az PRE 0 -s-`' D -: S� _ > ; " e=m ::" 1i CA &SE' DE"A I.-AR Way D : � O W�= a v Z N �ra E � Q w v �v �Z o• o f It9 It • 1� I f i q I BAC1.UP PLATE O TRANSOM #3.A ANGLE CLIP., 1 f 4 FtH.M.9. W NU T 1 "48 H -H 164 B. NUT TRACK TRUCK ASSEMBLY RICHARDS- VALCOX -- 3100 P1 1 -1,/ 2 X 1 /5 BANS -- WELO TO CHANNEL ;LIDf �JTE FRAID 3, CHANNEL ALL PANEL BEYOND MAINTAIN CLEARANCE a FOR INSTALLA11ON OF CAP BAR 04 - 2 -1 /4• x 1° CAS BAR 1-1`�4M X S,�B' 1/4' U SOLT %IERIICRL MORTISE W NUTS O 24" 0. C. OAR *OVEN WIRE MESH 1" X 1 , 2" CHANNEL v 1 X 1/' CH AW EL WELD 1 VERTICALS `� "- � WELD T AR - nCAL MORTISE SAW 1-1.04" X 5/8 NN ' CHANNEL 3/14' R11�T O 24' O C. CONTINUOUS VII EN WIRE MESH �T�p. L 6.. HOLES FOR 3/8" ANCHOR i { TYP. 3Y2 "x5 2 "x %," P05T - Y4" PLATE 5 CENTERED BASE PLATE A3 , scare r _' O � _ �.. 2 HOLES FOR #14 TEK I I SCREY45 3Y2„x�.,x3 %b„ P05T •� Y4" PLATE ._ _t HOLES FOR 014 TEK 5CREY45 g, 5V2 x5)� x %b P05T Y4" PLATE 4" GUSSET 2 3 WAY TOP r � A3 ! SCALE 1" = 1 ' -0" OFFSET TOP PLATE A3 scnLe i .. _ V _ o .. -� HOLES FOR 3/8" ANCHOR 1 TYP. - 1 5�2 "x3Y "xl% P05T PLATE f 6 OFFSET BASE PLATE p3 SCALE: i .. _ l ._ 0 . C��` NOT USED . A3 SCALE: NTS i I , _ I 6" -A HOLES FOR #14 TEK SCREWS V(2"x5V2 "x P05T Y PLATE Y4" GUSSET 4 CENTER TOP PLATE A3 SCALE: 1" = 1' -0" r--- WOVEN ARE MESH 1 ' x 1l 2' CHANNEL STFFENERS WELD TO VERTICALS - i+ R I CAL MORTISE BAR I r 1 -1 / 4' x s W x,12 GA RmilF&OX6 'c a+AwNEL r- HORIZONTAL TENON BAR i 1' X 1 r/-p X 12 GA_ WOVEN VARE MESH t ROLL CHAf*J L r 1/4' SET SCREW 5/16** HOLE W i FASTEkER TO SUIT FLQOR CO!~lll TION (2 PER FLOOR SHOE) J.T CONCPE T E FLOOR USE RA AL 262 1/ NAJL - IN ANCHOR - AT COMPU ?ER FLOOR USE 1 i' k 1 1 MUr. HO H EAD 1Er. SC`P.E11,' (r C OME CTION iQ.E.ts N.°.E UIL.3' 1 - 1,•' ;' , � t�' W. .7 *Ca, L 1 jr 1 � 1 crlp^w OCC:P r; AMC - T ;m 1• i �' t3 ( - M olp" . OOOC "T - -. ► D t p FTfAYE 4 ' a00I� Nr•TrtrE NONE N 040C 101 SERIES WALL PANLL TRANSOM PAI'LL 3 , HOLE5 FOR #14 TEK � i SCREWS P05T m PLATE 1 1 CORNER TOP _ _ 0008 HEADER HEIGHT A3 j SCALE: 1 » = 1' - 0 " • NON IN AL D OOR H T -1 ._--- if NUT 1Ir O.C. M+►x �4 1 - 1. 4! it 3,'8' CHAMML CAIJFCMIA WIRE PRODUCTS CORP. 11M WEST BRADFUM CRME 't ti s w� S SSW 3 -1 -99 10 NONE � owl" s� IX 10 E7� fMTZE7m �2AMCNND c:\cwp\c%k.101\dmLl 01 b 1 • Pm•+1•9 INC 1245 PEAR AVENUE MOUNTAIN VIEYV CA, q 4043 -1431 (650) 335 -IgQO FAX (650) 335 -1188 105 EAST PINE 5TREET M 1550ULA MONTANA, 59802 (406) 121 -5836 FAX: (406) 721 - I6 lIK, ii7L Ipcp _ l; 4, an 1 .. low �e o �\ o 0 V Q LLJ Z e� <O Wm W o �o LLJ Q I v C 0 an Ci WZ �\ w aQ ) Q LLJ a 0 z 0 V a m N Z 0 Z a 10. owx J W 0 W vW +v W J =NJ ~ 0 � ZZv 06 R F n 3 40� W A g J o s � �W J % a J _- Z �— o E re ' .g • Z:9 A -3 jos 110 f-•- r X r X I/fr X 1" ANCJE CUP W% 1/4! X 1' TEK SCREW 1/4 H.H.M.B. W /'HUT 1 X-"lICAL MORTISE BAR 1 -1/4 - x 5/$" CHA14NE L (FLOOR SHOE NOT SHOAN FOR CLARITY o TCM TEE CONNECTION q rr � 1_]LIU�GATE HEADER � � O 7RANSON F- V) Q LLJ Z w v o LLJ Q F— F --I < a- 2 W I.-- (f) H QQ z cv 3: w � w < 0 's 0d-� fy r4f F- F 0 Z W a.a R F n 3 40� W A g J o s � �W J % a J _- Z �— o E re ' .g • Z:9 A -3 jos 110 f-•- r X r X I/fr X 1" ANCJE CUP W% 1/4! X 1' TEK SCREW 1/4 H.H.M.B. W /'HUT 1 X-"lICAL MORTISE BAR 1 -1/4 - x 5/$" CHA14NE L (FLOOR SHOE NOT SHOAN FOR CLARITY o TCM TEE CONNECTION q rr � 1_]LIU�GATE HEADER � � O 7RANSON