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HomeMy WebLinkAboutPermit D05-349 - MICROSOFT - COLO 5 CABLE TRAYS AND SUPPORTMICROSOFT COLD 5 3433 S 120 PL D05 -349 Z z 6 U0 UO Ill I.. W0�.. g ua =a zH. 0 z �.. W al o9. WW. o ..z. W 2_ 0 H z City 0.�Tukwila Steven M. Mullet, Mayor Department of Conimunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.tiva.its DEVELOPMENT PERMIT Steve Lancaster, Directo►- Parcel No.: 1023049069 Permit Number: DOS -349 Address: 3433 S 120 PL TUKW Issue Date: 11/08/2005 Suite No: Permit Expires On: 05/07/2006 i Tenant: Name: MICROSOFT COLO 5 Address: 3433 S 120 PL, TUKWILA WA Owner: Name Address: Contact Person: Name: Address: Contractor: Name: Address: Contractoi SABEY CORPORATION 12201 TUKWILA INTL BLVD 4THFL, SEATTLE WA BRIAN B. LAWRY 1245 PEAR AV, MOUNTAIN VIEW CA MCKINSTRY COMPANY 5005 3 AV S, PO BOX 24567 - License No: MCKIN * *372NO Phone: Phone: 650 335 -1990 Phone: 206 762 -3311 Expiration Date: 01 /02/2006 DESCRIPTION OF WORK: INSTALL CABLE TRAYS AND SUPPORT STRUCTURES OVER (N) CABINETS (INSTALLED UNDER A SEPARATE PERMIT) Value of Construction: $50,000.00 Fees Collected: $1,321.17 Type of Fire Protection: SPRINKER /ALARM International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: N Z �Z �W D 00 CO 0 J H C0 LL W J tL d W. Z I-0 Z F 25 D ON 0 F— W W H~ U_ O ui Z. 0 O Z Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 C.Y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: doc: IBC- Permit D05 -349 Printed: 11 -08 -2005 City ai Tukwila Steven M. Mullet, Mayor Department of Contntuidty Developrttew 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 48188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tulnvila.tiva.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director D05 -349 11/08/2005 05/07/2006 Permit Center Authorized Signature: Date: I I `b r 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 construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date / . &/—or – r Print Name: %�y 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. Z = t" Z a , W Q � W� U (00 w= J X Cl) U- 0 J LL ?. � =W Z E- O Z h- 25 U Cf)_ o f- W u O Z. U= O F " Z doc: IBC- Permit D05 -349 Printed: 11 -08 -2005 �.A City of Tullcwlla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1023049069 Permit Number D05 -349 Address: 3433 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 09/19/2005 Tenant: MICROSOFT COLO 5 Issue Date: 11/08/2005 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 7: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 8: 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 13: 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 doc: Conditions D05 -349 Printed: 11 -08 -2005 • uJti..uu Yi2�SuYw7J ;1.1+.YiliLdi:.:Py1ll Y} 11•x+ T+. '"giLtV C {, lilkfi�lk'X'eF..YJG't iiy . .. .. ww- v.y..u� •e. H +W.4+oAitu Z ;3: z �w D 0 0 w� S2 LL w J LL � =w z� 1 Z F- 25 U� ON O f— wW u O Z U= O Z �Q City o f Tukwl l a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) i 14: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 15: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 16: This review limited to speculative tenant space only - special Ore permits may be necessary depending on detailed description of intended use. i 17: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of 4 such condition or violation. I 18: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Conditions D05 -349 Printed: 11 -08 -2005 Z '~ w sr � UO (0 Cl co LLJ J = i~ U) L W O te a' LL¢ �D = W F- F- O Z E-- w LLJ � o. U O N, C1 H =U H� LL O .. Z W U= Z City of Tukwila 108 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: !%-+ —v Date: l�F1�oS' Print Name: doc: Conditions D05 -349 Printed: 11 -08 -2005 Z �Z �W 6 2 . L) 0, NO CO to LL WO U. �. W = W F- 0 Z F- ILLI5 �p O Cl) � F- W Lu F U- O .Z W U CO .O F- Z i s I .. CITY OF TUKWILA - Community Development Department o Public Works Department Permit Center tsoe 6300 Southcenter Blvd., Suite 100 b Tukwila, WA 98188 f Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION ' King Co Assessor's Tax No.: 10 2 3 0 4 — 9 0 6 9 Site Address: 3433 South 120th Place Suite Number: Floor: 1 Tenant Name: Microso �j� �r New Tenant: ❑ .... Yes ®..No Property Owners Name: International Gateway East LLL Mailing Address: 12201 Tukwila International Way Seattle, WA 9 8168 City State Zip CONTACT PE�tSON k Name: Brian B. Lawry Mailing Address: 1245 Pear Avenue Mountain View, E -Mail Address: bblawry @gpdinc.com Day Telephone: 650-335-199U CA 94043 City State Zip Fax Number: 650 - 335 -1988 GENERAL CONTRACTOR INFORMATION (1VTechan�cal'Contractor information on back page) Company Name: M c K i n s t r Mailing Address: 5005 3rd Avenue South Seattle, WA 98134 City State Zip Contact Person: Danny Hort Day Telephone: 206-832-8138 E -Mail Address: DanHo@McKinstry.com Fax Number: 206-832-8592 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 ** ARCHITECT OF RECORD All plans must be wetstampedby Architect.ofRecord Company Name: Gordon — Prill, Inc.... 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: bblawry@gpdinc.com Fax Number: 650-335-1988 „ ENGINEER OF RECORD ; All plans must be,wet stamped, by Engineer of,Record : Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: " \permits plus \icc changes\permit application (7 -2004) Page 1 ..k. - '::�� ,..L.�iL::a:a:... "id.:➢.ti tc«S...i+Y • uiilLtiy4oiv.✓ ,t iui::Y' Y"•'�°�"v —"+i' i Z Z �w QQ JU UO W = H �U_ WO 9_j !L Lod = W Z� ZF_ L U� ON i3 H W NP W z CO O F- Z RUILDIN.6 ­PE INFb�t1Vt'�'`>CQN� 2�6 431 367a 1 � Valuation of Project (contractor's bid price): $ 50 , 0 0 0 Existing Building Valuation: $ Scope of Work (please provide detailed information): G04D 5 T�1Y' 1 Will there be new rack storage? ❑ .. Yes No If "yes ", see Handout No. for requirements. Provide All Building. Areas, in.Square Footage Below PLANNING DIVISION: ^4,1 — 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: i 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 PROTECTIONMAZARDOUS MATERIALS: �/p �,y,�.✓6, _ A . 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 -112 x 11 paper indicating quantities and Material Safety Data Sheets. %permits pluskicc changes%permit application (7 -2004) Page 2 1 Z �Z '~ W JU 0 in Cl CO LU J (D U_ WO La cl) = W Z �. F- O Z 1-- W �5 U ON OH W F= FUr- ti O Z W U= O Z Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of . Occupancy per IBC St. Floor 116,079 — _ _ Vt ;;' $ 2 "d Floor' 3 :Floor Floors:,.: ' thru. `Basement.. ' Structure* Attached Garage, Detached Garage Attached. Carport, Detached Carport C o vere d :Dec k.., Uncovered Deck PLANNING DIVISION: ^4,1 — 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: i 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 PROTECTIONMAZARDOUS MATERIALS: �/p �,y,�.✓6, _ A . 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 -112 x 11 paper indicating quantities and Material Safety Data Sheets. %permits pluskicc changes%permit application (7 -2004) Page 2 1 Z �Z '~ W JU 0 in Cl CO LU J (D U_ WO La cl) = W Z �. F- O Z 1-- W �5 U ON OH W F= FUr- ti O Z W U= O Z kI'kCJBL' �G WO PERMIT INF"�'"M TI ION 206 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 ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided ❑ .. 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) ❑ .. Geotechnical Report ' ❑ ... Traffic Impact Analysis ❑ ... Bond . ❑ ..Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that a ❑ ...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 _ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ... 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 ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut El.. Pavement Cut ❑ .. Looped Fire Line " WO# " WO# " WO# Private Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size........ " FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip \permits plus %icc changeApermit application (7 -2004) Page 3 Z }�— Z �W 2 M 00 NO U) t1j J� 0 L W O LL V) = �W Z �. F- O Z F- LLI �5 U O� 0 F- WW H C.) U- 0 w Z L) O Z IyIECftANI�AL' PERMIT INFORMATYON 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 .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Indicate type of mechanical work being installed and the quantity below: Unit'T e: Qty Unit:T e: Qty Unit Type: Qty Boiler /Com pressor: Q Furnace <1 OOK BTU Air Handling Unit >I 0,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>IOOK 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 Hea 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Inc inerator— Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATION NOTE$ Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Bri�B� Lawry Print Name: y Day Telephone: 650-335-1990 Mailing Ad dr ss: 1245 Pear Avenue Mountain View, CA 94043 City State Zip Date Application Accepted: Replacement..... ❑ Replacement..... ❑ Other: Date Application Expires: Staff Initials: \permit: plustice changeslpermit application (7 -2004) { Page 4 'etsl+`.fitct„ ' ,..r � _ - -- - 1` I� 1 Q =Z ~ W 0 CO J H NW WO La :G CY �W Z F- 1— O Z F- U� ON 0H W HF LL O i!J Z U= O� Z .. ..�. Ci of Tul,wl l a r��a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Permit Number D05 -349 Address: 3433 S 120 PL TUKW Status: ISSUED Suite No: Applied Date: 09/19/2005 Applicant: MICROSOFT COLO 5 Issue Date: 11/08/2005 Receipt No.: R06 -00025 Initials: 7EM User ID: 1165 Payment Amount: 58.00 Payment Date: 01/09/2006 10:15 AM Balance: $0.00 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Description Amount Payment Check . 7980 58 ACCOUNT ITEM LIST:. Description Account Code Current Pmts r. ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 s Total: 58.00 i 108E 01/09 9716 TOTAL 58.00 doc: Receipt - - Printed: 01 -09 -2006 z Z: W W � JU 00' to 0. NO W � J Q co = �W E- O W �5 U 0, O N� 0 F- WW H U. O ui z U W H X. O z f City o f Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Permit Number D05 -349 Address: 3433 5120 PL TUKW Status: APPROVED Suite No: Applied Date: 09/19/2005 Applicant: MICROSOFT COLO 5 Issue Date: Receipt No.: Initials: User ID: Payee: ROS -01628 Payment Amount: 802.48 BLH ADMIN MCKINSTRY Payment Date: Balance: i TRANSACTION LIST: ?° Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 101990 802.48 ! ACCOUNT ITEM LIST: 11/08/2005 01:26 PM $0.00 Description Account Code Current Pmts ' ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- i BUILDING - NONRES 000/322.100 797.98 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 802.48 k I 9: [,08 11108 9716 T0TAL 802.48 doc: Receipt Printed: 11 -08 -2005 . \. .�.;. � ..... ,� � �, .. '.. 1 . 1.` :1 .� :.111.. .url:+' il.v. _ .f . :.l,.�v_..'..i• t.iu.a. t. .aj1:. ._2 ...l�j,(� : . .:: Lil:: �(..ti�iy.i 1 z z 0 rn o J -r N LL WO 9-1 U. ¢ cl) a �W z�- r- O. z F- W LLJ �p 10 N C3 �- WW U. .z W U =, O z City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Permit Number: DOS -349 Address: 3433 S 120 PL TUKW Status: PENDING Suite No: Applied Date: 09/19/2005 Applicant: MICROSOFT COLO 5 Issue Date: Receipt No.: ROS -01389 Payment Amount: 518.69 Initials: JEM Payment Date: 09/19/2005 09:47 AM User ID: 1165 Balance: $802.48 Payee: GORDON- PRILL, INC. TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 1748 518.69 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ------ ----- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 518.69 Total: 518.69 doc: Receipt Printed: 09 -19 -2005 Z Z w J U� UO Cl) J � �U- WO J LL =w f- _ Z� 1— O Z F- UO ON :L] F- WW F- L O .• Z CO) O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION :: 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) ° 431 -36 0 r Projgct: M. d Type of Inspect n: r Add r ss: � C _ � Date Called: Special Instructions: Date Wanted: a.m. o .. P Requester: Phone No: receipt No.: Date: Z ;= Z W _3 C.) UO (1)0 W= J T LL WO LLQ to :3 = Cy �. W Z E- Z O. W 5 UC3 0-1 W W H U' O .. Z W 0 H. O Z I J paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. I. V i ►: INSPECTION RECORD may- c.� Retain a copy with permit / I INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION f 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec : Type of Inspection: 11�<< r ,� >' Address Date Called: �: --� Special Instructi s: Date Wanted: ,,... m. Requester' Phone No. teceipt No.: Date: Z Z �W .J U 00 to a w� �LL W L L C0 = �W Z O W U� C3 F-- WW H� LL C> .• Z W U =, O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION N0. PE I N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;(206)43' -3670 Project: / Pi d Sl9r / C�CJLD 5 Type of Inspection: 4.4n 1i nl C Address: .3 S. /2 D ?Z- Date Called: /-/0 Special Instructions: Date Wanted: a.m. /-//- o G Cpx- Requester: Phone No: v F] Approved per applicable codes. Corrections required prior to approval. Receipt No.: Date: 3. t Z �Z �W QQ� JU UO (/) W = N LL. W O 9� u_ C1 = W ZO W 5 U� O N o i- WW Ir— W Z Ll.l U =. O Z u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit do 5 %2V 5 INSPECTION N0. PE IT N . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Project: Type of Inspection: /e SD t7 C''o/ 0 5 7 7 S //\/'4 L_ Address: 3 S. / -2 D Date Called: l- /o - oG Special Instructions: Date Wanted: �a..16 / — // — .a C• Requester: Phone No: C ;) o G- ❑ Approved per applicable codes. F� Corrections required prior to approval. COMMENTS: w r Inspecto . Date: $47.0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z ;H Z �W Q� J U� UO ND C0 W W = �LL w 9Q co 1 F. W z�' �O z f- W 5 U� O N w u' O. z N p H z STRUCTURAL CALCULATIONS Microsoft Intergate East CoLo 5 Tray Supports Tukwila, Washington \, E. Ko : o f :'� % . . NAL o EXPIRES REVIEWED FOR CODE COMPLIANCE 60"Onvao SEP 2 8 2005 City Of Tukwila BUILCITNG ONTSION September 14,.2005 119CEIVE0 CITY OF TUKWILA PREPARED BY: S rP 1 9 2005 AEGIS ENGINEERING, INC. PERMIT cENTEk 700 SW Higgins Suite 200 Missoula, Montana 59803 1- 406 - 829 -3300 9015 �. i Z �-- Z W 0 N D J = H C0 � W 9 -1 LL? � = W 1-0 z ►- w W U o �' o� W U LLO W Z. UN P _ . Z e INCORPORATED Fm f I STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 v (406) 829 -3300 FAX (406) 549 -3701 I r PM ?1 t ti r i S w :s '1 t I:q rur JOB SHEET NO. OF CALCULATED Byi=4 DATE CHECKED BY DATE SCALE Z =Z W UO W� U) LL WO L cy N ry W z F r O W W U ❑ �- WW U F u- Z W U =. O Z i l . 1 X 2► ( 1 j I : f - I ` I I r 1 � { I i I I I'll Will E I I � •- I I 1 I f III Z =Z W UO W� U) LL WO L cy N ry W z F r O W W U ❑ �- WW U F u- Z W U =. O Z t� �w S n.o 1 a I I - - 7 �e/ 1S ENGINEERING NCORPORA ED STRUCTURAL ENGINEERING 700 SW HIGGINS, SurrE 200 MISSOULA, MONTANA 59803 (406) 829 -3300 FAX (406) 549 -3701 JOB _(/ :/_� '� `� > w r I taw p ul— I SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE �'i. .a. .I . r..... vwuL` vNw:. wunW .�:4�'w'..:�An,� +: «WNa..aaWri :vtt4� aei4tlSf..41+�1A*aHr.v haw++ 7. diwC. �. naJM4 �iv� 'N: " c.u..+- ..,....�.a. -�.+ .. �»"e..... '' r.ti:: k . ..�. N .. ' .+'� ` 4. Y...� .:>., Z W D 00 0 w= N u- w 9-1 L? � = W zF Z� LU W U� wW �F "z ui co O� Z , II I , t , oq N ; C U� f { , I , I , • I I , : c f I I j , I ' 1 t ' I • I - I I i III , I I } t ' I I ' 1 �'i. .a. .I . r..... vwuL` vNw:. wunW .�:4�'w'..:�An,� +: «WNa..aaWri :vtt4� aei4tlSf..41+�1A*aHr.v haw++ 7. diwC. �. naJM4 �iv� 'N: " c.u..+- ..,....�.a. -�.+ .. �»"e..... '' r.ti:: k . ..�. N .. ' .+'� ` 4. Y...� .:>., Z W D 00 0 w= N u- w 9-1 L? � = W zF Z� LU W U� wW �F "z ui co O� Z ENGINEERING ' CA..egis,NCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 8 FAX (406) 549-3701 MN== JOB SHEET NO. - OF CALCULATED BY DATE CHECKED BY DATE SCALE I Z Z' LIB C 00 cl) a cf) uj W cl) U 0 LL cl) :) cy W z �_ 0 z 17- Ill Lu 25 ::) (3 U cl) 0 D � W LIJ X C.) F — U _ F- 0 z C.) cl) P I o Z A A IT �� 17 ' -A- L _�__ i � j � � j 1 j i ' j Y � ' 7— T .�_ i ��� _46L � �_ ; ---------- ...... i � ; � � i � . - Nom'' �--- _ __� __ _._..� - -_ - - j .____;_.._._ _.. -.. _.__ -_ -: __._.. ___�.___!_.__..l_.. - - _ • . - ..- -- _ _ .__.i___.._, 74 1 I f .. � . '. ._ � I .. ' .. i I I I I I � I Z Z' LIB C 00 cl) a cf) uj W cl) U 0 LL cl) :) cy W z �_ 0 z 17- Ill Lu 25 ::) (3 U cl) 0 D � W LIJ X C.) F — U _ F- 0 z C.) cl) P I o Z F; t' z F : S 4 7 LATERAL FORCE ON ELEMENTS Per IBC 1621.1.4 Job #: 0510020 Engr: DEH Location: TUKWILA TRAY I Fp= 0.4 * aP * SDS (1 + 2 *(z/h))WP Ro FP= �.,L WP Fp= 5lbs Not Greater Than: Fp= 1 . 6 * Sos * lP * WP Fp= FA - " W P Fp= 44lbs Not Less Than: Fp= 0 . 3 * Sps * IP * WP Fp= 0. .3 Wp Fp= 8lbs Vertical Component= F =0.2 *S *W F = 4 Ibs 3lbs w.s. Overturning Moment M, 1 ft-Ibs Mot= 1 ft-Ibs W.S Sds= Ip= R Z_ h= W h b 4 z av w M T. Fp= LRFD 6 Ibs ' WS 9 z q 1Z '~ w o: 2 W =. LY UO 0 CO) U. w O 2 � 9Q cf) a =w z F-- I- O z h-. LU w U O 20 w z O ~. Z. _? � ENGINEERING (..egi }' STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA, MONTANA 59803 (406) 829 -3300 FAX (406) 549 -3701 JOB 5(,� 9 Gt!Z�T SHEET NO. OF CALCULATED BY - DATE CHECKED BY DATE SCALE I am Company Aegis Engineering Incorporated Sept 14, 2005 ^° Designer Dan Hogan 11:55 AM Job Number : 0510056 colo5 BRIDGE A Checked By: Global Disi)lav Sections for Member Calcs 5 - MOVOIN • . , '�"�F �° fir Include Shear Deformation Yes 6JbS1l:Y�:�.61V :11 " f 157�1•It`47��iW"F(�4'�'�.' f! �. T ,Y � .�.i'� " P -Delta Analysis Tolerance 0.50% i z 1 i ! I i 5 ) Cold Formed Steel Section Sets Label ShaDe Desian List Jype Material Desi n Rules A fin2l (90,270) i. 110.1801 lin4 1 CF1A 1 1.5CS1.625X ... I CU I Beam A570 33 1 Typical L .349 .116 .133 i 1 Hot Rolled Ste . a ► • � ` �'r • . , '�"�F �° fir �NDS Wood Code 10 1 MEN w-AN-1 6JbS1l:Y�:�.61V :11 " f 157�1•It`47��iW"F(�4'�'�.' f! �. T ,Y � .�.i'� " ••- ... Num ber -.. . 9 ♦ 0 0 • 1 � - N �t,'.',� '' cC"��.�.ca � � X ' {,i. ��r�l��. F:c�•. C oncre t e i • • �,tiAtl,:6:i�'0i.. ��•- ,` � � . Si - f�� 1�;�)p'��, ''+�'{. {. L �,,{ M1 . ��,f �;. B Framinq Warm . �0�• �����'�. .� ~ J, ? S��AJlM�i�1 �'�S �� i � ' t� EiY •�� "ih' � 4 �..2ti3;_! -' Cold Formed Steel Properties - hot F flreil r - flreil Ii{{ Therm Al tar, Fl Iloncihille /hAAl Vielrlf4eil 111fimoferlreil 1 A570 33 29500 11346 .3 .65 .49 33 52 4 . �0�• �����'�. " �Zj. � Ey'�� =� �'�'1���346 : a : ; .:65� � � ' •���. Cold Formed Steel Design Parameters I nhPl S hnnp 1 annfhf I h- nnffffl I h- i I rmmn fnn I rrmm hnt K -nut k -in R r h R rinf a In ewmv 1 N1 i7 .f. Is-� 7L=:7 �fi:.t t•'• ` ERAM � ':17 .I>:kl0 ��,4ti� " MW 4 w..... 1d21. {.��'1 `lif'i:1� .';,_,.�,: I�'.4'y..: • "- `"� N VA •V k,�. �`� '�.�x•;I.��9'0.83 �,, ;.. 1 ,'St. .`_Y4f}i')' -r.. k SM r A'. : }r4 .+t� •�s , 11... . Iz' f� S 1a ��• ,�`- :3 7 :, t>iR>. I 5 N5 4 0 0 M O M. 11 • i �rr, I`'���F ,�a NrufffL��tfl`^" '�j� � • " pd -Y 7r "vF,�' 7 � 1 . F '�`! ' ' Z ` ... .SL4:. .��'�%;`!�. ttv1:+..b : ��. �t ;;� a.%.:in:l.: �1 {rt d* d p i .. j� } rL;�.� kS; :E1'.:t�tl r �a @ 1 -1 1 1 1 i _ "4, �'• MM iY.�C' S i��i' UM U. n. "7�`(, ' `. �' L.:♦i�i..�.'r... , 7/'Ta' �Y'1 � ..^ �: � ♦' I e r "'�'^' �1,. t'• � ��+. t�+k ;,�' , _,' '+ -'.•T' F -T' `; �.''�:• .�,�>. aK.,r laf'i'.� ..A•7. '�`uf �- �� `�'� ,�•+1,�i+.i4f € �e� 6� a.. i t i y, ii. F " ..i�.11k�i:'" m.w' cr +F, ��� , + +i >>. +' C K, :. � S '� tt bb� I .Rti � a + y i � i R EM ta. �•., (. w+ fG7 —7 • +"' - t MS 4 .. IC h' F•.i G �sf7^]S1 CdL�;3Y81r 1• , „7 A ;,,F�. 11 ° ;'r`: • i , �� �S13r�Z�:.' k: Mi tTnA 1 Nei ?1 } ■ h��.k��lJl:�i� y� . - _._ �y �•L�+ ^ , o i�!11!. �•'�✓ l -- :.,�4fk:L���15{Lii8:3E�iS4 °`F•�'k'-. Vh ;• 2 •�i ?c t s a i��r , '�,•, G: { = f�•i«' �� t�..vei:138�'1�T)diT"i.d�4t C ' Joint Coordinates and Temperatures 1 Ohol Y rfll V rffl Tomn rFl 1 N1 0 0 0 9' .��"!<. . -M '.�t'� •'I,IU Y.•�•�.�w,�i , +Y(fX�.s4ce. �.`.. {'.L�:idNi'�.i�.'. iC;!� ry ry��.� .r�. J,.^.+1� w}i il. }4Y yam. � �Ir>�f` -3. ..l •'�} 3 N3 0 9.83 0 N VA •V k,�. �`� '�.�x•;I.��9'0.83 �,, ;.. 1 ,'St. .`_Y4f}i')' -r.. k SM r A'. : }r4 .+t� •�s , 11... . 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' ��trrir} s�c�vrsne :esnYxax>rtrsrr.^cf3ax'tx••tr� .. vrnne.,tl +rd,;wiw+.a..:.nwa;,c,'., »,.,, "• .�...•.....:..,.w tl: z Z �w JU UO U J = LL w L 1 Q V/ J 2 F- W_ Z F- O Z F- W W U� 0 0 F- wW LLF LL F- z W CO O F " z Company : Aegis Engineering Incorporated Sept 14, 2005 6 Designer : Dan Hogan 11:55 AM Job Number : 0510056 colo5 BRIDGE A Checked By: Joint Boundary Conditions Inint I ohal X rk/inl V fk /inl Pnfofinnrk_ff /rorll 11?i 1 I N1 Reaction Reaction -.224 , 4 i r...� ' "c' •`tp r r�p��.y♦� .; {1. - { �. t \VN1. ..'�� � /t 4Ca .1 \S i�Vlt�n'• � �.. l0' T�'aa•i: ^ .�k.. 1:m Joint Reactions 1 r. _Inint 1 ahal X rkl v 10 hA7 fk -ftl I ,1R t s+f{ t :4 ra.r i 1 l 1 1 N1 -.195 -.224 0 �,. ; , ��dl� rig ...�i �.N5 •Js xT:�.,, ,'=�' .. s,�::.'�•4�•�;"r X00 ,�' .� `�y � b�wS� *,� 3 1 Totals: -.187 .466 1. mSX` ;t a �� i 7V �s /� e :} BO OM r r. qg f a � k V , .I.lt S'.:..�. ° } :>,'t>� ,,, `y .iS!'�'/�'Y'2 `1 (fit ,• . � e4 ♦7ti9�= 1 r �y * , W . .i. 1:Ip Member Primary Data 1 ohol I Ininf 1 Ininf Pnfnfa /rfonl Ilaeinn 1 ;of Tvna RAoforiol rlocinn P111no 1 M1 N1 N2 1 T� CF1A CU Beam A570 33 T ical / . v^• y ,' O t t* �. ! i �v i M 1� 1. mSX` ;t a �� i 7V �s /� e 3 M3 N3_ N4 CF1A CU Beam A570 33 Typical i~ _ :! - • .•r. v n , ,�' * IF; 9�+ � . !� ni a' ��• TT �r..ri xr' ♦ Y �-.ts' 6+' , i _ ., r �� � �.. •. a< :'�'v'.�!.;�'t�� t ,, , 'mot 7 r' x:.• -� , C�. . !i ei r pis.. ti,. . 'J ,. , ..•� a. < ., , t. w ._. 5 M �( 5 1� 'if' '16fi7 �2:'Y .�' �'a�. . CU Beam A570 33 T ical •.f. / +' P lJ2r � N + 6 f N � 7 uk ' is pl�l7i "Wo �. Y.S�'i:1r f { * ur CF1A t�j�G,t'}'I�r �_ t ^'rtli 461w . /y�yaM . af. .. 7 9 M7 ' . I "�rNi8 `: M9 N2 5 N4 N6 ., , ` N8 .;?.� CF1A C . . ,. `�. CF1A CU 4OW1.9 r �. 10 Bead CU Beam Beam A570 33 f 57; A570 33 T ical TvDical '��' i "^ �; Of=d :: yid. xH' r �'47r`s'= r , >r - x,?i'. jt'/�'�a t� iCN.u: `lil':1'/Y. u....z`/r }�, Y L V.1�A.k� .nw'�� <Bearrr; * y a A ,.' t Member Advanced Data I ohol 1 Pnimco 1 Dnloneo 1 rlffcaffinl I r T/r rinly Phvcino TMA Inarfiva Basic Load Cases BLC Description Cateciory X Gravitv Y Gravitv Joint Pont Distribut d 1 DEAD v 1 105 1 1 T� 4 1 2 i ,+� ; ..�di �uvY' •�'+yj'ko tai' ..��u ``; y- st>,..;�..�E � Jet:, �, >,� Y ' ��A��� ,. r..:^ ;•�s..�;• � � ,�,.,. 'r � :fit � ���� ` � " '� f r Y " - I � © __ ® rv � ! - �� , � FEE �Y °A � i � k ♦ tipit.�Ti f { r, _ y yy y Fryt t L, , t * t�� .+ i r � • It�S - 4 � { 1 t � us. d � , Xf 'if' '16fi7 �2:'Y .�' �'a�. . 4hX'tt' ` r 4 ^I F}., "^..Ltd Yd�t�G': .' W 1 9K .;?.� %: k'..,. IC • r• g �'.i lF ^ T. r .3.t.. . ' . rJ �' ` �: t• 5�,�%`j'.� • • .,'.. ? _Q/��q •11= � IE1n 1diY7.'SdaS7 C}]Il ��. ++��.. Jot �,i.�C . . f " i j,g _ �{�' �'h« , . 4 n.. U a � t R i Basic Load Cases BLC Description Cateciory X Gravitv Y Gravitv Joint Pont Distribut d 1 Member Point Loads (BLC 1 : DEAD) �Aomher 1 �hnl I,ircnfinn t,A-ihvfonr k_ffl I nr nfinnm o 1 1 M DEAD v 1 105 1 1 T� 4 1 2 i ,+� ; ..�di �uvY' •�'+yj'ko tai' ..��u ``; y- st>,..;�..�E � Jet:, �, >,� Y ' , ..�.:»,•ti�,�.ret iyl'.. t f��" o e:� w�•��,.. -1��' ,. r..:^ ;•�s..�;• � � ,�,.,. 'r � :fit t ,,.. 'r��r�'�,.�t k �I• h ��':: ",t7't ��.u: W. n f � .N.; Ml Member Point Loads (BLC 1 : DEAD) �Aomher 1 �hnl I,ircnfinn t,A-ihvfonr k_ffl I nr nfinnm o 1 1 M M9 v v 1 105 1 1 T� 77 �ztiTxi�"a: isz "i:.i �M9 < rt,t$i';i�i?k��a ;• Member Point Loads (BLC 2: EQ) Member Label Direction Magnitudelk,k -ft] Location[ft, %] RISA -2D Version 6.0 [S: \0510056 \BRIDGE A.r2d] Page 6 . ..............:....... .....,. .. ...�.._. _.. .. .... .. "...,.+..w.,a+.•r+...,.. r..: r.Y..fiK6MYXWeWi :r.S'JfXibt,tYaC7itpa I i z w 1 C J U 00 U) o CO LU J = In U„ wO 9_j L 4 CO = F . W Z H z� U� O� 0H w - z tii CO O z Company Aegis Engineering Incorporated Sept 14, 2005 Designer Dan Hogan 11:55 AM Job Number 0510056 coIo5 BRIDGE A Checked By:_ Member Point Loads (BLC 2 : -EQ) (Continued) RA-K., I �knl rl;rnrflnn KAnrinihiriarle k I nrnflnnrff O/M Joint Loads and Enforced Displacements (BLC 1 : DEAD) 1 rN RA Mrnnfln hAnrin;hifinrie le-ft in rnei Le*QAqjftj M9 V 009 3 fim'-sawl-AR �MA 4, 14 , A K • I I MOM_ � W " I R, 0 "low" Joint Loads and Enforced Displacements (BLC 1 : DEAD) 1 rN RA Mrnnfln hAnrin;hifinrie le-ft in rnei Le*QAqjftj Joint Loads and Enforced Displacements (BLC 2: EQ) 1---4 1 -L.-t I f R M-C- RA-4-4nRe L-4 In rnei Le*eA'.)/ffl N3 L Y -.079 fim'-sawl-AR �MA 4, 14 , g rgg i a- M� ?jl 3 N7 L Y -.079 OWN,% WQWAI 4w .233 -.008 .036 N3 L Y .007 Joint Loads and Enforced Displacements (BLC 2: EQ) 1---4 1 -L.-t I f R M-C- RA-4-4nRe L-4 In rnei Le*eA'.)/ffl Load Combinations Description Solve PDelta S ... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor III D+EQ IYes l I 1 1 1 1 1 2 1 1.3 Member Section Forces I f f,Anmhar I -h.1 Q., AvinlrW Qhanrrtel MnmPntpc-ffl N4 L x .036 fim'-sawl-AR �MA 4, 14 , WRINW 3 N2 L x .054 OWN,% WQWAI 4w .233 -.008 .036 N3 L Y .007 - W , - W;�,40 'S Aq T w Oft , woul 7 N7 L Y - .007 Load Combinations Description Solve PDelta S ... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor III D+EQ IYes l I 1 1 1 1 1 2 1 1.3 Member Section Forces I f f,Anmhar I -h.1 Q., AvinlrW Qhanrrtel MnmPntpc-ffl RISA-2D Version 6.0 Mi 1 .233 -.008 0 WRINW N� # OWN 3 3 .233 -.008 .036 ME N xcrd W;�,40 'S 5 5 .233 -.008 .072 N . .. I " M-9-1 M1,41 '� N' R INM 7 2 .163 .057 .06 ME V. 7635� MR 1 9 4 .163 .057 .036 NUNN SOM 01,ftv 1 INTO* j M3 1 .093 .024 .024 FF,� N MUNRO WWOO 13 3 093 .024 .012 "I ' 0' Of, WN . X", -� , IF OW MWKJ - 15 5 .093 .14 .024 0 6% 0% K.M -.�PMXMMW OW -- T U -' V 1 � ; &I MAR 'A"lWyNARd" W 17 M ARMA, 2 .69 -.008",-- FE T" -R-A E �N R , '- .018 in"N Q'I 19 4 .69 -.008 .05 4 W W , yvt 21 1 M5 1 .163 .4 -ill" .06 .072 t. gq'cy 23 3r- .163 .06 .047 ag 25 5 .163 .06 .023 N 0 Cti67 RISA-2D Version 6.0 Page 7 [S:\0510056\BRIDGE A.r2d] z F- Z W 2 ^ 00 N CO w W U) LL WO 2 � LLQ CO D 10 F- W Z F- t-- 0 z �- W W 2:3 D 0 0 CO 0- a Ir- W w 3: 0 F- LL .. z ILL! 0 z Company Aegis Engineering Incorporated Sept 14, 2005 �* Designer Dan Hogan 11:55 AM Job Number : 0510056 colo5 BRIDGE A Checked By: Member Section Forces (Continued) a i i .J 1�A'ARE Member ASD Steel Code Checks (By Combination) LC Member Shape UC Max Lociftl Shear... Loc ft Fa ksi Ftf ksil Fbfksil Cb Cm E n No Data to Print ... i ,.1 f i 1 + _J f I 1 i RISA -2D Version 6.0 [S: \0510056 \BRIDGE A.r2d] Page 8 z i� '~ w D JU UO CO 0 W = F— W LL WO Q � Q WQ CO = �W ZF F O z F- W 5 U� O- 0 F- LU W F— F— �O ui z U= O l-" z �av oarl f i 4 . _l i Company : Aegis Engineering Incorporated Sept 14, 2005 Designer Dan Hogan 11:57 AM Job Number: 0510056 colo5 BRIDGE A Checked By: a v lember AISI Cold Formed Steel Code Chesk Combination 1 C Mamhor C han 1 I(2 Mov I nPLO Chanr 1 It' 1 nr rfn Pn Tnrlrl rienr�scl r►, r•.., c. ... �.. ITCS'S -�:: :Z Y- �,�w`�. C- ��•-- • � 1 ;t�:::� F.'1°.� !'FS+ • •:ti ?t' 1 �l L' }••` ` .JS �� � I .:.�: � � ,� � :�. .{� -� � •� ` h:..bt� � n! - � .iT � � �1.2T_Aa\�.�w"lii[t / , r a ' ��TF ^!j C o . 6u� I�����YfBY�LIIA�� �' `4 ���bTlWi�l� o �'{ry�'j11. Q( py {(��'l�ti�. �c{Q�4 , ' • . 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F1 ? 34:6 1 '� „3f i Bad Framing Warnin No y 'X' Pj ! �I��Y' -. : M. � � . � .. M1 �a.' r .�4 Cold Formed Steel Properties I Thal G neeil (_ r4ci1 AL 1 Thor.,, MCC in n-- ; #,.rL MfA41 \/:.- LUL. -:l 1 1 A570 2 11346 .3 .65 .49 33 52 •§'ix'. t.t r+ A 33 `. . lye,• . :'1 `U5+r1 y�Le ;`A'.' ' J. F1 ? 34:6 1 '� „3f i IMP 1 V 4 y 'X' .' F Cold Formed Steel Section Sets La bel Sha a Desian List Type Material Des'r n Rules A Fin2l 190 270 i... 0180 in4 1 CF1A 1 1.5CS1.625X ... I CU I Beam A570 33 1 Typical 1 .349 1 .116 1 .133 Cold Formed Steel Design Parameters I ahal Chinn 1 —mm I h_r- r.Hiil 1 L- :., r[!1 1 .. .- •.... 1 .- .. 1 V ....♦ v n...- na- n �..a _ 1_ Joint Coordinates and Temperatures Mhal Y rm V rm Te..,., rM 1 N1 0 0 0 3 r ....< .�� y � , ' , r , ;.. .K:' 3•...,e., :5 `•_ •§'ix'. t.t r+ 3 N3 0 9.83 0 fl r' � � •, aJ�:: 'k • / fir tiL6 `r { G_ iraY:s:e♦[ F t}±±+,+,y�y.�!!:77��¢(-i.,fq� U '!Y4 p .M �ItidtlGS3�� a�1Y'T' �7Tt 1 y 5 ;( y . 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N,5 M O + �Rilssf� '- � am ��_ fir- Y yF�*3 tt1,, '' - ro F �a/ RISA -2D Version 6.0 [S: \0510056 \BRIDGE A.r2d] Page 14 i. i< ski alu- x,iy�;ama �uzkj z Z �w 2 D 00 (I)c Cf) W J = H LL wO L Q D 2 C'1 � Z Z Zo W 25 U Cl)_ 0 H- W F LL Z W U_= P T- O z PROJECT NAME: AAj[&g F ri w PERM PC5 —x-4 Site Address: Origindl issue Date: REVISION LOG 3 7 f I Revision ' No. Date I Staff I Date Staff I Received I Initials ( Issued I Initials . als I Date Staff Issued I Initials Date Summary of Revision: Summary of Revision: LA � - V _ At- C= SAAFF 0 /t' A Gc, Received By: tplease print) Revision No. I Date Staff Received i Initials I Date Staff Issued I Initials Date Summary of Revision: No. Received By: (please print) Revision Date Staff I Date Staff No. Received Initials I Issued I Initials Summary of Revision: Received By: ease print) Revision Date Staff Date Staff No. I Received ( Initials I Issued I Initials Summary of Revision: Received By: (please print) Revision Date Start Date Staff No. I Received I Initials I Issued j Initials Summary of Revision: Received By: (please print) +,7}�3?' ,�.°fi '9k5.. '�'kt'�`Y:tx:a�.R ^r+M':1''�2 xFg,`KH!*ht, .'�'?"�"• Isi. z Z U 0 = w I— U— W O U-? � = W 1— _ z F- O zI- 2� U ON 0 E- W F� —0 z W U= O z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 - 349 DATE: PROJECT NAME MICROSOFT COLO 5 SITE ADDRESS 3433 S 120 PL Original Plan Submittal Response to Correction Letter # 11 -09 -05 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Bui ng Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DETERMINATI OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ i Comments: DUE DATE: 11 -10-05 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT G: Please Route Structural Review Required ❑ REVIEWER'S INITIALS: No further Review Required DATE: APPROVAL OA C ORRECTIONS : DUE DATE: 12-08-05 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouling slip.doc 2 -2"2 ..4 „ y}.,Lt. i:.: L:.., acV,..{ J, W�. 1. 4' ir:+ �1n:.. it4, i. ��.. �c).,.! Yi) r.. ltj d+. d4•' x.i'.`v/.i+i1t,:G`vt�.N1Ka;tirli ' LL'j(?fTiawa ( • �t 't: �+ ' Yd JY � i�A� Jdj t • z ;= Z �w 00 to o C0 III J � NLL w �a CO = �w z �. 0 1-- U� O N 0 t-- wW L O lLl z U CO O z PERMIT COORD COPY" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 - 349 DATE: 09 -19 -05 PROJECT NAME MICROSOFT COLO 5 SITE ADDRESS 3433 S 120 PL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS Bu6i gftision Public Works ❑ Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09-20-05 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 ROUTING: Please Route ❑1� Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 10 -18-05 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: ocumen rou ns s ip, oc 2.28 -02 r :; _ _ r,a � �. w:., ice. �.w7.:. a..7e. iY � � ,v; k;a� . b�' +:r:r`,it�U.d :.,�.s,�'.` �• � .:«irx �wlt 51r' � „{'. Not Approved (attach comments) ❑ z i� z �w �U 00 to 0 CO 11.1 �w w O 9Q F- w F 1 -- 1— O z 1-- �5 U ON 0 1.— W W u O .z III 0 O z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.its F REVISION SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: T - 3 ❑ Response to Incomplete Letter # t AL10 I ❑ R esponse to Correction Letter # Revision # t after Permit is Issued N 0 V w 9 2005 ❑ Revision requested by a City Building Inspector or Plans Examiner PERM1rCENTEq Project Name: _��^Gri �'j S Jt -T> PAJ - r y s Project Address: 3N _ S0+l74 4 l Contact Person: 4 44 �y Phone Number: Summary of Revision: - r�,4yS Or s L)ppA e7s. /VP Z:�iyotF— o Sheet Number(s): 4 -12 Cg- A-- "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: �6 Entered in Permits Plus on 11 I0110q pplications orms- applications on line evision submittal Created: 8 -13 -2004 Revised: :,, C, .:4 ...,. t::'!`+ ;."ti:..,..ia:.' mesas; til: .wae::i:t:.:b..;�ttiU?UilS,'.;.: sJ:�:.ta.4..r 1i v..:- s— �. ii.FJas'.'n:'k • .. M1. •.k «.LUl¢s:e:• S , �.W's.::c� • F �f� ,:::ncr��ch,,:u:w:`.ii:o`'. . z Z �w JU U 0 Cl) = �LL W 9-J LL UD = �w z H w� w U� ON off W LO w z UN O z 1 i Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License MCKIN * *372N0 Licensee Name MCKINSTRY CO Licensee Type CONSTRUCTION CONTRACTOR UBI 179012657 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 5005 3RD AVE S Address 2 PO BOX 24567 City SEATTLE County KING State WA Zip 981240567 Phone 2067623311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/20/1963 Expiration Date 1/2/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ALLEN, DEAN C PRESIDENT 01/01/1980 TEPLICKY, J WILLIAM VICE PRESIDENT 01/01/1980 MOORE, DOUGLAS VICE PRESIDENT 04/09/2004 ALLEN, DAVID E VICE PRESIDENT 01/01/1980 04/09/2004 ALLEN, GEORGE L VICE PRESIDENT 01/01/1980 04/09/2004 Page 1 of 4 Z �~ W J U� UO 0 co W J = H CO W W O LLQ co = �W Z� H O Z H W �5 U� O N o I- H � LL O .. Z W Cl) H Z. O 1.... Z httDs:H fortress .wa.aov /lni/bbit)/t)rinter.ast)x ?License= MCKIN * *372NO 11/08/2005 L DRAWING INDEX A-0 COVER SHEET A -1 ARCHITECTURAL CONSTRUCTION PLAN A -2 ARCHITECTURAL DETAILS A -2.1 ARCHITECTURAL DETAILS STR ZTM& 9-1 NOT USED MISCMUCAL M -1 NOT USED 8107 MM (ELECTRICAL WORK UNDER SEPARATE PERMIT) E -i NOT USED CONSTRUCTION PHASING 1 NOT APPLICABLE ��1 r.• •• 1rI111R Ib► V�- �'�M'� Ian maw aoaoNl r now 1e 4milli Paaew of aoma, aoaw eer yet a/eft MIS NOMbn of af1Y a00*dd coo O/ 01dIM0! ft ev Dm r . too I vda tn- -.. : rc ►� _ l':i:i PECu,r� 3 '•c. i ;:GP 4ddbWa' Qi.3;" t'E`. MICROSOFT NETWORK COLO COLO 5 BUILD OUT (TRAYS) INTERNET SERVICE EXCHANGE F I ACILITY q ISX - SE 1 INTERGATE EAST 3433 SOUTH 120th PLACE TUKWILA, WA 98168 i PROJECT LOCATION VICINITY MAP ARE OF V%C"Z< t t I c -r, - -- - �_ . FIROJECoT DATA PROJECT NAME TENANT �M�RO�B�NT FOR MICROSOFT, /rBOVE NET' AT IHIT'ER6ATE EAST 3433 SOUTH 120th PLACE TW'IIILA, MA 9SIbb ZONING: MiGM MANJFAGTIIRIN6 I IVDIlSTRI /u. LENTM/FEANY IPARGS 10204- 406q 51 77E AREA: I 5F SEISMIC GLA SSI�IGATIONS: 5Ei5M-ic u5E soup_ n Na.UNrEFtY Upef LAZV SEISMIC DPrA6N G/►TC{aOR1': D 51TE GL.A56: D ONE SEGOPD PBtfOD 54: 48516 SHORT P9210D 55: 140bAs (FORHERI.Y UDG ZONE 3} BU I LD I N6 ATA AnnRESS: ABOVE NET 3433 SOUTH 120th Pi./1GE TUKNUU)NA 98186 BLDG. OWNER INTB2NATION/1L 6/►78'VAY EAST, LLG u7 rucwiu► ixrmw►raNAL eiw_ 4th SEATTLE, W/1%IIN6TON q516 21 CANTAGT: JOFN5A8EY 5ULDIN&A A TOT/\L. FLOO2 IIb,O'M 5F NORTH SERVICE YARD: 60A 5F 50llTN 582V IC, E Y tD_ q,5m SF CONSTRUCTION TYPE VA (FORMNIY V - 1 1mW F•U.LY SPWNCLBiED 1- 5TORl' OCCUPANC*lr e- eusn�sb ISEF+40W enr.►w*E 1POIi24ALLY lSG FI FAGTOR1f 11'DtJ5T1�lAL,) PARKIN& R MAJ5046 A tMXR4*4 OF 90 � BMFLO'IEES /1ta'JO VI517'GRS. OF'NOC1116 x11GG"i 15 i0. Ate! TO /vOVoET l.ET7B! CVO n y , , T 4 !1 PROJECT STATEMENT MEANT IMPROVEMENTS TO AN EXISTINb IGATION FACILITY (ELECTRONIC 5"TCHSEARJ. WORK CONSISTS or. I. INSTALLATION OF CABLE 'TRAYS (TO MATCH EXISTING) 2. PROJWT AREA: 3100 SF. REV ISION TO PERMIT NUMBER: 005 -344 1 STRUCTURAL CALC5 PREPARED A A VIM UNDER PERMIT NO. DOS-16 (CABIWTS) AND DOS- (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. LEGAL DESCRIPTION LOT 2 OF SHORT PLAT NO. ?83018, ACCOIRDINCP TO THE SHORT PLAT RECORDED UNDER KIN& COUNTY REGORDIN& NO. 8605240"Wt TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYING EAST OF THE SOUTHERLY PRODUCTION OF THE NE5T LINE OF SAID LOT 2 OF THE SHORT PLAT AND WESTERLY OF A LINE BEING 50 FEET MEST OF THE PARALLEL. WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35th AVENUE SOUTH AS LOCATED BY THE PLAT OF RIVERTONt AND TOGETHER YiITH THAT PORTION OF VACATED 55th AVENUE 5OUTH ADJOININS AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 15'12, RECORDED UNDER RECORDING NO. 4 1CORI WHICH, UPON VACATION, AT'TACI•E5 TO SAID PROPERTY BY OPERATION OF LAWt SITUATE IN THE CITY OF TUKWILA, COUNTY OF KIN&, S TATE OF WASHINSTON. &PNERAL NOTES: �ISE Nanv, I I. THESE DRAWINbS MFM PREPARED IN ANGE WITH THE 2005 INTERNATIONAL BUILDING CODE (15G) 2. VMIFY EXISTING 0 CONDITIONS ON SITE AND REVIEW MODIFICATIONS REG UIRED TO SUIT (E CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. S. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPEN 45L.E FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOYtJ=*E OR EFFORT. D0M HARDMARE SHALL BE H.G. ACCESSI LEVER TYPE UNO. TELCO EQUIPMENT ROOMS NEED NOT BE H.G. ACo E551BL.E. 4. EXITS SHALL BE ILLVMINATED AT ANY TIME THE BUILDING 15 OC.GUPIED WITH LIOHT HAVING INTENSITY OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. 5. WHERE REQUIRED, EXIT 516NS SHALL BE INSTALLED AT REQUIRED EXIT DOORKAYS AND YWERE OTHERAIISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF MEN EXIT SERVES AN EXIT LOAD REQUIRING TYCO OR MORE EXITS. 6. LOWLY NTH SFWIAL INSPECTION REGUIREMENTS OF SECTION 1101 OF THE UNIFORM BUILDING CODE AS APPLICABLE TO THIS PROJMT. 'T. ALL PARTITION DIMEN51ONS ARE TO FACE OF STUD LNLE55 OTHERWISE NOTED. S. SEISMIC BRACIIN& Al 0 AWCA�N6 OF EGVIPMENT 5YSTEM5 SHALL BE IN AC44WDANCE WITH APPLICABLE SECTIONS OF THE UBC WITH THE EXCEPTION OF NEGHANICAL EQUIPMENT AND MIST, WHICH SHALL. COMPLY Y41TH SMACNA 6UIDELIME5 FOR SEI5MIC RESTRAINTS OF NEGHANICAL U NITS. PROJECT TEAM OWNER: ABOVE WT ,43,5 120th M. 7UKWIL.I , WA 9 18166 CONTACT: RON TF�P_+ON Bdl►IL: ROn.TFlompsorNakrovefi6t TEL: f206l qee a8 cel.: (206) 5qi-42"M ARCH I CT/STRUCT: &ORVON PmLL INC. Me PEAR AVE MOUNTAIN VIEK CA g4O4a TB.. (650) 335 - IggO FAX: (650) 33'5-1488 CONTACT: MAN LAMRY, A.I.A. E -MAIL: bblawry��.o�+ TENANT: MICROSOFT GORPORATION ONE MICROSOFT WAY RE7M10NC, Y41A5FpN6T0N 48052 TEL= (425) 106 - 8665 CELL: (425) 166 E-MAIL: laurhwnitroeoft.aom CONTACT: Lcfurl iiciyGOGk SPECIALTY CON1 'MC. eTRY CO. 1 5 � 0 `` 0'" 5RD AVE SOUTH SEATTLE, EATTLE, V" q&34 TEL: (206) 832 -8118 FAX: (206) 832 -e5g2 E -MAIL: DANHO0WXJ l5TRYjGOM CONTACT: DAMN HOI?TOK PROJECT Jt i '�.- �� ��ir.�'1f'. I�M�M►`+' ATM `_.�:, -- ` ADviT�ii) w 343 S 120TH PLACE t Am- - —: • - s _ - CITY OF TMVlt �1f w � _._rte✓ , -/► up room a own "" I PERW C�ITER MAP i DES I 67N COD coos minas o�: ocraQw►; �awL auw"to covE nrrexw.Tiokft- FOE �.oDE RtrERw►Tiow,L HEceOwcft. cove uaFlaRm PLuM040 coos aoo� sv+noN OF ►"T�a+K s�rnc cove �OOd I'M611 STATE Y CODE lFPA 15 B.[GTIOpMG GpypVfBRt0p/1TA �RO�C.l�' 6M6 N U Vz W o ma° o v �o F N J Z 1- nW o pL0 z 3 ..o P. c Z _N �o Q o � L0 � o 0 0 0 d. � V 4 W LAJ V Cl J m 11. 040 J OW V) �W �I ono .. v W O WHO Z Z v o� — F— , J LLA Q z LAJ � r V .- :i f • i � '_ • f 111 N z v J L o r� V o D [r �C) z => W V '� 'Zi � ;S a _�. •� S `T � j - r �� „ a •�. .. � _ .ie VICINITY MAP ARE OF V%C"Z< t t I c -r, - -- - �_ . FIROJECoT DATA PROJECT NAME TENANT �M�RO�B�NT FOR MICROSOFT, /rBOVE NET' AT IHIT'ER6ATE EAST 3433 SOUTH 120th PLACE TW'IIILA, MA 9SIbb ZONING: MiGM MANJFAGTIIRIN6 I IVDIlSTRI /u. LENTM/FEANY IPARGS 10204- 406q 51 77E AREA: I 5F SEISMIC GLA SSI�IGATIONS: 5Ei5M-ic u5E soup_ n Na.UNrEFtY Upef LAZV SEISMIC DPrA6N G/►TC{aOR1': D 51TE GL.A56: D ONE SEGOPD PBtfOD 54: 48516 SHORT P9210D 55: 140bAs (FORHERI.Y UDG ZONE 3} BU I LD I N6 ATA AnnRESS: ABOVE NET 3433 SOUTH 120th Pi./1GE TUKNUU)NA 98186 BLDG. OWNER INTB2NATION/1L 6/►78'VAY EAST, LLG u7 rucwiu► ixrmw►raNAL eiw_ 4th SEATTLE, W/1%IIN6TON q516 21 CANTAGT: JOFN5A8EY 5ULDIN&A A TOT/\L. FLOO2 IIb,O'M 5F NORTH SERVICE YARD: 60A 5F 50llTN 582V IC, E Y tD_ q,5m SF CONSTRUCTION TYPE VA (FORMNIY V - 1 1mW F•U.LY SPWNCLBiED 1- 5TORl' OCCUPANC*lr e- eusn�sb ISEF+40W enr.►w*E 1POIi24ALLY lSG FI FAGTOR1f 11'DtJ5T1�lAL,) PARKIN& R MAJ5046 A tMXR4*4 OF 90 � BMFLO'IEES /1ta'JO VI517'GRS. OF'NOC1116 x11GG"i 15 i0. Ate! TO /vOVoET l.ET7B! CVO n y , , T 4 !1 PROJECT STATEMENT MEANT IMPROVEMENTS TO AN EXISTINb IGATION FACILITY (ELECTRONIC 5"TCHSEARJ. WORK CONSISTS or. I. INSTALLATION OF CABLE 'TRAYS (TO MATCH EXISTING) 2. PROJWT AREA: 3100 SF. REV ISION TO PERMIT NUMBER: 005 -344 1 STRUCTURAL CALC5 PREPARED A A VIM UNDER PERMIT NO. DOS-16 (CABIWTS) AND DOS- (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. LEGAL DESCRIPTION LOT 2 OF SHORT PLAT NO. ?83018, ACCOIRDINCP TO THE SHORT PLAT RECORDED UNDER KIN& COUNTY REGORDIN& NO. 8605240"Wt TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYING EAST OF THE SOUTHERLY PRODUCTION OF THE NE5T LINE OF SAID LOT 2 OF THE SHORT PLAT AND WESTERLY OF A LINE BEING 50 FEET MEST OF THE PARALLEL. WITH THE NORTHERLY EXTENSION OF THE CENTERLINE OF 35th AVENUE SOUTH AS LOCATED BY THE PLAT OF RIVERTONt AND TOGETHER YiITH THAT PORTION OF VACATED 55th AVENUE 5OUTH ADJOININS AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 15'12, RECORDED UNDER RECORDING NO. 4 1CORI WHICH, UPON VACATION, AT'TACI•E5 TO SAID PROPERTY BY OPERATION OF LAWt SITUATE IN THE CITY OF TUKWILA, COUNTY OF KIN&, S TATE OF WASHINSTON. &PNERAL NOTES: �ISE Nanv, I I. THESE DRAWINbS MFM PREPARED IN ANGE WITH THE 2005 INTERNATIONAL BUILDING CODE (15G) 2. VMIFY EXISTING 0 CONDITIONS ON SITE AND REVIEW MODIFICATIONS REG UIRED TO SUIT (E CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. S. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPEN 45L.E FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOYtJ=*E OR EFFORT. D0M HARDMARE SHALL BE H.G. ACCESSI LEVER TYPE UNO. TELCO EQUIPMENT ROOMS NEED NOT BE H.G. ACo E551BL.E. 4. EXITS SHALL BE ILLVMINATED AT ANY TIME THE BUILDING 15 OC.GUPIED WITH LIOHT HAVING INTENSITY OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. 5. WHERE REQUIRED, EXIT 516NS SHALL BE INSTALLED AT REQUIRED EXIT DOORKAYS AND YWERE OTHERAIISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF MEN EXIT SERVES AN EXIT LOAD REQUIRING TYCO OR MORE EXITS. 6. LOWLY NTH SFWIAL INSPECTION REGUIREMENTS OF SECTION 1101 OF THE UNIFORM BUILDING CODE AS APPLICABLE TO THIS PROJMT. 'T. ALL PARTITION DIMEN51ONS ARE TO FACE OF STUD LNLE55 OTHERWISE NOTED. S. SEISMIC BRACIIN& Al 0 AWCA�N6 OF EGVIPMENT 5YSTEM5 SHALL BE IN AC44WDANCE WITH APPLICABLE SECTIONS OF THE UBC WITH THE EXCEPTION OF NEGHANICAL EQUIPMENT AND MIST, WHICH SHALL. COMPLY Y41TH SMACNA 6UIDELIME5 FOR SEI5MIC RESTRAINTS OF NEGHANICAL U NITS. PROJECT TEAM OWNER: ABOVE WT ,43,5 120th M. 7UKWIL.I , WA 9 18166 CONTACT: RON TF�P_+ON Bdl►IL: ROn.TFlompsorNakrovefi6t TEL: f206l qee a8 cel.: (206) 5qi-42"M ARCH I CT/STRUCT: &ORVON PmLL INC. Me PEAR AVE MOUNTAIN VIEK CA g4O4a TB.. (650) 335 - IggO FAX: (650) 33'5-1488 CONTACT: MAN LAMRY, A.I.A. E -MAIL: bblawry��.o�+ TENANT: MICROSOFT GORPORATION ONE MICROSOFT WAY RE7M10NC, Y41A5FpN6T0N 48052 TEL= (425) 106 - 8665 CELL: (425) 166 E-MAIL: laurhwnitroeoft.aom CONTACT: Lcfurl iiciyGOGk SPECIALTY CON1 'MC. eTRY CO. 1 5 � 0 `` 0'" 5RD AVE SOUTH SEATTLE, EATTLE, V" q&34 TEL: (206) 832 -8118 FAX: (206) 832 -e5g2 E -MAIL: DANHO0WXJ l5TRYjGOM CONTACT: DAMN HOI?TOK PROJECT Jt i '�.- �� ��ir.�'1f'. I�M�M►`+' ATM `_.�:, -- ` ADviT�ii) w 343 S 120TH PLACE t Am- - —: • - s _ - CITY OF TMVlt �1f w � _._rte✓ , -/► up room a own "" I PERW C�ITER MAP i DES I 67N COD coos minas o�: ocraQw►; �awL auw"to covE nrrexw.Tiokft- FOE �.oDE RtrERw►Tiow,L HEceOwcft. cove uaFlaRm PLuM040 coos aoo� sv+noN OF ►"T�a+K s�rnc cove �OOd I'M611 STATE Y CODE lFPA 15 B.[GTIOpMG GpypVfBRt0p/1TA �RO�C.l�' 6M6 N U Vz W o ma° o v �o F N J Z 1- nW o pL0 z 3 ..o P. c Z _N �o Q o � L0 � o 0 0 0 d. � V 4 W LAJ V Cl J m 11. 040 J OW V) �W �I ono DES I 67N COD coos minas o�: ocraQw►; �awL auw"to covE nrrexw.Tiokft- FOE �.oDE RtrERw►Tiow,L HEceOwcft. cove uaFlaRm PLuM040 coos aoo� sv+noN OF ►"T�a+K s�rnc cove �OOd I'M611 STATE Y CODE lFPA 15 B.[GTIOpMG GpypVfBRt0p/1TA �RO�C.l�' 6M6 N U Vz W o ma° o v �o F N J Z 1- nW o pL0 z 3 ..o P. c Z _N �o Q o � L0 � o 0 0 0 d. � V 4 W LAJ V Cl J m 40 _ a'' Sao 0 ■i 2— V O N Zm� N ' p �g J 'U wz cm 0 Now vom • lb t i 4 11. 040 J OW V) �W �I ono .. v W O WHO Z Z v o� — 40 _ a'' Sao 0 ■i 2— V O N Zm� N ' p �g J 'U wz cm 0 Now vom • lb t i 4 F- V) wwz Q° Lj F— , J LLA Q z LAJ cr W N z v J L o r� V o D [r �C) z => W V 40 _ a'' Sao 0 ■i 2— V O N Zm� N ' p �g J 'U wz cm 0 Now vom • lb t i 4 j ' r - � � 7 i _ .. _ .._ � . :..n w+• ..� ` w.a. - ...' .a .l ' '. \w.•c.- w ..J �wY •.� � j i i COLO (b I T r r `" '►" ( I I TELCO EOU IP : I � .. . �� - - ..; - .;�•: � , -. -.,,- ;.< <,_ _ ,. ,.. ...;. -- --.:� -�• • : -_ � 443 SF1300 � `° 9 9 s TE G O G TE EQUIP j 3. I OCCUPANTS 1085 5F/300 i ACCESSORY USE I i 4 Z _ - - _.__. _ __. Q r CANT UPPER SUPPORT 3.6 OGGIJf'ANTS ' f TO N CLEAR ACCESSORY USE !_ - ` MAINTAIN AISLE. U - 7 TRAY SUPPORT -. O AT! N N O PEN I V _ LOG O 5 O O E , i p Q }- ; ; I 7 O ry FLOOR SET UP FOR i t- O }' �-� - ;A FUTURE CABINET = i O - LOCATIONS TYP. 1 ' .2 .6 7 MAINTAIN 3" CLEARANCE a ±+ TELCO EQUIP I F � ' 1 1 COLUMN MIN. 5 1 1 f - -•' ; ;' 6,286 5F/300 � FR ONT I 2'1.6 OGGUPAN ROM 1 H j REAR 5 7 = 1 7 E �- o o _ a COLO 5 I j MAINTAIN 3" CLEARANCE ' 1 , MAINTAIN 3 C,LEARANGE I FROM COLUMN MIN. FROM COLUMN MIN. FRONT (D f f q 0 (D ' _ 1 11 de- Z ' f 1 Al SCALE: 3/32" = i 1' ARCHITECTURAL FLOOR PLAN�� s i 1 1 r ri TT` -w �'�-t'_ . -,- ♦ ��T•7Y ♦ `- L —w f 1 ! f I 1 t l^ - - - _ T _ _ R-r - - - ..�.►- « _ - - e. -�-�.� _ _ � _ _ TM ... _ - •' ---._ �• 'IT _"'M'+^ _-. 4 FJM i 8 8 8 < 9 k:° IE ► - ' ,"'j . 4 i I t I _�Iax_ _ f _ 1 1 1 • s 4 >_ 144 L 71 1 _ w - • _ 1 - -_ - J - - .� _ • . - t � pjj l 2 2 � I s 2 CABLE TRAY PLM FINISH NOTES: THE FOLLOWIN6 FINISH NOTES APPLY TO ALL NEW INSTALLATIONS WITHIN COLO 5: A. ALL EXPOSED 5TRUCTURAL STRjJT SHALL BE STANDARD &ALV. FINISH TO MATCH (L- B. ALL EXPOSED STRUCTURAL STRUT FITTINGS, BOLTS, WA5I°ERS, NUTS, ETC. SHALL BE STANDARD GALV. FINISH TO MATCH (E) G. ALL FLEX TRAYS SHALL BE POWDER COATED BLACK D. ALL TROUGH TRAYS SHALL BE ALUMINUM (NO FINISH) E. ALL LADDER TRAYS SHALL BE POWDER COATED BLACK. F. FIBER TRAYS SHALL BE ORANGE WITH BLACK FITTING . v. PATCH PANELS, TO INCLUDE .SUPPORTS, SHALL BE BLACK. DEMOLITION NOTES: A. REMOVE ABANDONED SUSPENDED CABLE TRAYS (WITHIN COLO 5) TO INCLUDE TRAYS, STRUTS, AND ALL- THREAD TO ABOVE COLIN& CEILING TILES WILL NOT REOUIRE REPL.AGEMENT. HOLD GABLE TRAYS FOR REINSTALLATION. 5GOFE A. INSTALL CABINET MOUNTED AND STRUCTURAL STRUT MOUNTED TRAYS TO MATCH EXISTING INSTALLATIONS. B. CABINET/RACK ELECTRICAL Y UNDER SEPARATE OESIGN/BUILD PERMIT. GENERAL NOTES A. STRUCTURAL CALC5 PREPARED AND APPROVED UNDER PERMIT NO. 005-16 (CA5INET5) AND D05- - M ( TRAY5) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE IN51DE WITHOUT THE USE OF KEY OR ANY SPECI KNOMED&E OR, EFFORT. DOOR HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. f .PfWL' W t7 1245 PEAR AVENUE MOUNTAIN V I EY4 GA, 4 14043 -1431 (650) 335 -141go - FAX (650) 335 -Ig88 105 EAST PINE 5TREET M I SSOULA MONTANA, 5g8O2 (406) - 12 1 -5 FAX: (406) '721 -8116 � G. WORK NOTED AS TvniRE" 15 SHOWN FOR INFO ONLY, AND WILL 8E PERMITED 5EPARATLY. D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MICROSOFT'S CONSTRUCTION REQUIREMENTS FOR CONSTRUCTION WORK WITHIN ACTIVE COLO AREAS. E. MAINTAIN A PHYSICAL SEPARATION BE1VqEEN THE FLOOR .SUPPORT SYSTEM (TO INCLUDE GABLE TRAYS) AND THE ROOF .SUPPORTED SYSTEM OF AT LEAST 3" HORIZONTAL. LEGEND: L I NE TYPES N NEW (E) EXISTING - -- - - (D) DEMO ---- - - - - -- EXISTING ,4GGE55 FLOOR NOTES MANJFACTURER: MAXCESS TECHNOLOGIES, INC. SYSTEM: BOLTED 5TRI N&M VV 5OLTED CONCRETE GORE TILES TILE: RYVA4iOO W/ NEVAMAR ST- -1 GRAY STARLITE PERF TILE: 5P200 51ZE: 24X24 HEIGHT: 30" ABOVE SLAB ON GRADE ATT : MASTIC AND (2) X,' A.S. ALTERNATING DIAGONAL UNIFORM LOAD: 500 P5F CONCENTRATED LOAD: 2000 LB5 ROLLIN& LOAD: Ir • L55. EQUIPMENT LATERAL LOADS: FLOOR ORIGINALLY M51ONM SHEET N O TE 5 TO ACCOMMOD GA$l NET/RAGK LATERAL LOAD' 1 O"IER PROVIDED RACKS /CABINETS, INSTALLED UNDER A SEPARATE PERMIT (2 NEW 24" FLEX TRAY MOIiNTW TO TOP OF CABINETS, WITH 45 DES TRANSISTION TO WiERE REQUIRED. REF DETAIL 5/A2 FOR SUPPORT STRUCTURE. �3 N 51N&LE TRAY 500PORT STRUCTURE (TO MATCH (E)) PER DETAILS I /A2, 2/A2, 3/A2 OR 6 /A2 AS REQUIRED f3Y TRAY HE IGHT5 SHOM. O NEW 4 0 X 24" VENTILATED (OR SOLID) TROUGH TO MATCH (E) 5UCH AS BLINE 35 - A- VT- 24-144 TRAY. NEW TRAY WILL NOT BE CONNECTED TO (F ROOF SUSPENDED TRAY. 55 (N) GOM6INAT'I a' 9' -10" 'BRIDGE" TRAY SUPPORT smiiGTURE (TO MATCH (E)) 10 1-8 11 ELEV PER DETAIL5 6 /A2 AND ?/A2. C (D (W 8' -2" END OF LINE TRAY SUPPORT STRUCTURE (TO MATCH M)) PER DETAILS I /A2.1 ` 7 (N) 5iN6LE "BRIDiSE" TRAY SUPPORT STRUCTURE (TO MATCH W) PER DETAILS VA2, Q B a ' - ELEV 2/A2, 3/A2 AND/OR 4/A2. Q $ TIGAL G Y TRANSISTION FROM INTO G Y AT ! Y 'MAX OR C 11� PC TRAY cy'ERS Is 1111 A Q -D" ELEV �g (N) 5l NGl..E TRAY STRUCTURE PER DETAIL 4 /A21 (AU C47 -tNNATION Q'-0 ", W -10", AND 10'-$" 'SRIDSE" TRAY SUPPORT 5TRUCiTURE PER DETAILS 5/A2.! A 6 /A2.I. A , 0 10' C ABL y TRAY TO BE INSTALLED AT IS LOCA ON. AL 6N - n4 NOTES: A. ELEVATIONS EXFLODM FOR VIEygN6' B. LIKE LINEIP UP rMTH DASHED LINES C. FLEX TRAYS NOT S OM_ D. SYSTEM X CA8LE5 BEING USED. MAX '720 CABLES V1ITH!IN ANY 51NGLE TRAY MAX. ,- C CA TRAY ISO CAE3L.E TRAY LEGEND: TRAY 1YPES Oa' -0' o O � -0• o O a�-0- 0 nor usev TRAY ST/1GIGlNb a ►-o» R ' A n� ;� .�. r.C•� I 7. EIVED i � `i TY OF TUKWIL,A PEFOAT CENTER o � 0 � o CL o W LAJ o V W C) m0 I 044 oW 0 W Id I cc 4 c .. coin oc o 0 Z F_ r o W o �m '� U p O _ .- 2 CL F W � Q n- z 0. Z Q V � N _ � O ` JN N �•�ac vQ o o a v o � 0 � o CL o W LAJ o V W C) m0 I 044 oW 0 W Id I cc 4 c .. coin oc o 0 Z a� < � U � a W H O t Z • N_ o ' ^ S V O o 3 Q A -1 r F_ W '� U p V Q n- z Q ZN� w w _ Q ol�, 0 'qf :D LL I� END U Z W V a� < � U � a W H O t Z • N_ o ' ^ S V O o 3 Q A -1 r 5TRUC TUBE CEILING LINE 1 (q' -10" AFF) BOT OF (E) TRAY (41'_01' AFF DOT OF TRAY 4 ' w J z O wt- ~ 1Y V O� X� I i TOP OF g ZA15EV FLR 2-0 11 I — _ _ .... SLOTTED BOTTOM CABLE `� TRAY OR WIRE FLE\ TRAY --- t A (N) 12 GAUGE STRUCTURAL SUPPORT FRAME 822 (B - LINE) PI000 (UNISTRUT) OR APPROVED EOUAL ;'ti 1. ALTE RNATE BRAG I NG DRECTION EACH LOCATION TYP. '1 - w - - -- 1 1 1 1 f= � SLOTTED BOTTOM GABLE 2 -Q" I I' - Q" ! 3" TRAY OR WIRE FLEX TRAY 1 1 I6 GA, 2x2x2 ANGLE -1; 13' - 0" (UON) I ! WITH (2) #12 5ELF - ; TAPING SCREWS BOT OF TRAY EACH SIDE TYP. CONTINUE TOP SUPPORT 15" A BEYOND COLUMN, EITHER SIDE. 5IM ALTERNATE BRAGIN6 DIRECTION EACH LOCATION TYP. , (N) 12 GAUGE STRUCTURAL SUPPORT FRAME oo B22 (B -LINE) P 1 000 (UN 15TRUT) OR APPROVED EQUAL 5 (E) 30" ACr E55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD 51DE VIEW FROM CABINETS - - - -- 1 1 1 (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD TOP STRUCTURAL STPI P r ►.w A ll al= CANTELEVERED 15' 51 N6L.E 5TRUT, AI` W I TH DOUBLE STRUM A CONTINUO II INSTALLED. 51M TO 2 - 1 5LOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY - - - - -- % ! AS NOTED V , : �-- I _ 50T OF TF A SIM _ I 7 ' - O" CLEF �, , O O H _O I VF ,t (N) 12 GAUGE STRUCTURAL SUPPORT FRAME B22A, B22D OR B12 (B -LINE) PI001 OR P5500 (UNISTRUT) OR APPROVED EQUAL D OR ` . OR DBL. DBL. 2',( ALTERNATE BRAGIN6 DIRECTION EACH LOCATION TYP. I I TOP OF RAISED FLR SIDE `,/IEW FROM CABINETS ! O" (REF ELEVATION) O" (REF ELEVATION) !` 51.48 ON GRADE 1 1 1 SLAB ON GRADE AIM (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD SIDE VIEW FROM CABINETS 51 NCGLE 'STRUT (522) UP TO 6 A15LE INIDTH. 5LOT7E7 BOTTOM GABLE TRAY OR WIRE FLEX TRAY I GA, 2x2x2 ANGLE WITH (2) *12 SELF TAPING 5CREPSI EACH 51DE TYP. 410 D E6 BRACED FITTING P2484 (UN ISTRUT) 8844 (B - LINE ) D I A&C NAL BRAG I NG, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTIN& P1546 O,IN I STRUT) B154 (B -LINE) (3) DBL. STRUTS, REF DETAIL 2 HOLE CORNER ANGEL T45 PIObb , (UNISTRUT) BIOI (B -LINE) SINGLE STRUT (1322) LEDGER TO CLEAR TOP OF CABINET. w s 00110 11119 PRAIy M U 1245 PEAR AVENUE MOUNTAIN V CA, 84043 -1431 (650) 335 -I gg0 • FAX (650) 335 -Ig88 a 105 EAST PINE STREET M155OULA MONTANA, 5 (406) '721-5q56 FAX: (406) '721 -8116 V2 X 16 X 2" CLIP TO CABI NE'T5 (N) 12 GAUGE STRUCTURAL SUPPORT FRAME. REF DETAIL 1, 2 OR 3 FOR COLUMIW.1'BRACE DETAIL. (E) 30" ACCESS FLOOR P5F UNIFORM 2000 'POINT LOAD (N) ADDITIONAL ANCHORAGE (2) V DiIA.. HILTI K511 Y41 4 EMBED (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) 38" DI.A. HILTI KBII A/4" EMBED /e" VIA. HILTI KBII YV/ 4" EMBED 9 /a m DIA. HILTI KBI I VV/ 4 EMBED _ t CABLE FRAY BRACE 2 �, OVERHANG CABLE TRAY BRACE i 3 �, CABLE TRAY BRACE 4 CABLE TRAY BRACE AT AISLE SALE: 1,/2 = 1 ---p - --- -- __ --- - - - -- - -- - -- SCALE: 1/2 _ 1 >_ C„ - - SCALE: -- - -- _ ;- - -- 1 2" = 1 _ O„ - -- --- _ , - - _ / SCALE. 1/2"' - 1 1 - - - -- - - -- I i I 1 7 °C DEG BRACE",.,"' FITTN P2 -a4 i UN' STR:rT' � SLOTTED BOTTOM GABLE TRAY OR AIRS FLEX TRAY I b GA, 2x2x2 ANGLE WITH (2' *12 SELF TAPING - --- SCREH5 EA ,H SIDE TYP. x12 SELF TAPING SCR,EY45 EACH SIDE TYP_ 2 MIN. E AC,H MEMBER. O�IO�IAL NEi.^!NG GONF ' GURAT!ON 4 1' xb " 16 GA PLATE, EAG4-4 S ^E TYP. �-- IN 1 < ^ 6A1JGE STRUCTURAL 50 FRA`NE E22 !B --L!NE F 000 . UN. 5 111 Gcc APPRO ✓`.� Ea:-Ai r ti '2 GJ%L*E GrQ� „'QA _ Nos- St,�✓FT FQA!� rim r � ` �� SAC � � �- •� Zt 1 " �E ry .r ` �.� '7� —► > BIOTTOM UU=TAL I FIBER TRAY NN O W N ~\ o vQ � v PATCH PANEL ?J' BL STRUT (PIOOI OR 522A) W o \ �o 5LOTTED BOTTOM GABLE = n 24" FLEX TRAY G i CONFIRM + ON SUPPORTS ALTERNATE I LOV4ER TRAY Y W TERMINATION WIDTH (2) 01 SELF TAPING DETAIL -- \ - SCREW5 E ACH 51PE TYP. 12' -4" M' -ION AFF) 0 = _ _ BOT OF TRAY Al F— � 3 M4AY 410 DEG WINGED LL.i Ld <;[ FITTING P2226 (UNISTRUT) 11 '-6" (A -/As s 1 1 � — BOT OF 'TRAY — .wr - - - -- 8216 (B -LINE) GABLE TRAY TIE DOWN AT �- 48" O.G_ INSTALL AFTER - CABINET ROLL IN. 1 - - - - -__ CABINETS, REF PLANS i FOUR TYPICAL, TAO OPEN, NGS ON Top CF AT END LOCATIONS. GAB1t�ETS 45 DEG ANGLE FITTING GABLE ''RAY BRAGS SiJF'P0�2 Y P1546 (UNISTR JT) C AB I NETS . REF PLANS ANS % OPENI NC-pc. 014 TOc oc - (3 ) DSL 5TRilT5, REF DET. A ~ — 2 +SOLE CORNER ANC-= 7' OI PI NNIS J FOR FATC." °AW-,- AN=> TOP STRUCTURAL STRUT CANTELE VERED 15" MA 51 W--PLE STRUT, AND w1TH DOUBLE STRUT PR A CONTI NUOU5 F INSTALLED. 51M TO DE' 5101 TED BO T TOWI CABLE TRAY OR WIRE FLEX TRAY, REF PLANS FOR EXACT CONDITION. SI M N) 12 GAUGE 5TRUGT URAL SUPPORT PRAME 522A, 522D OR B12 ($ -L!NE! IPIO01 OR P5500 (L N+STRUT) OR A_p°RDVED EQUAL _1 OR OR -- ML. DBL_ 2'fe AL'I�WrE eQ AC 1 .V6 0 NN O W N ~\ o vQ � v (n W o V 2 co �o 5LOTTED BOTTOM GABLE = n U Q TRAY OR WIRE FLEX TRAY' F W Q f O Y W F IL 0 0� O J z N ~\ o vQ m a 0 z O a cc 0 0 mm u 51 N6LE STRUT (1522) UP TO 0 F- oW AISLE WIDTH. vW (n v ac o W 5LOTTED BOTTOM GABLE ZZv ooc 06 U Q 51 N6LE STRUT (1522) UP TO F- AISLE WIDTH. (n < IJz 5LOTTED BOTTOM GABLE VJ U Q TRAY OR WIRE FLEX TRAY' W Q f 16 GA, 2x2x2 ANGLE WITH F - J (2) 01 SELF TAPING Q CL z SCREW5 E ACH 51PE TYP. 0 = _ F— � 3 M4AY 410 DEG WINGED LL.i Ld <;[ FITTING P2226 (UNISTRUT) 8216 (B -LINE) - < D I A67ONAL BRAGIN6, �-�- FOUR TYPICAL, TAO o AT END LOCATIONS. 45 DEG ANGLE FITTING C) Y P1546 (UNISTR JT) 81 54 (B -LINE.) ~ (3 ) DSL 5TRilT5, REF DET. A ~ — 2 +SOLE CORNER ANC-= 7' OI PI NNIS J B10! `3-L ;*E 1 V 5!NGLE G, '322' LEO TO CLEAR TOP OF CAB;' DIREG F'3ER '"'2A . '�TfW ''`►D!�4 EAC.A- LJGA"''J�1 w c r at t�� - FOR O Ij tE �O ACCESS . cloq .•�..•. 500 ocf _N =0 © o 50C °'SF JN =J'4y 496 -or r+'►hG�*O�tAcSE oc % A 8 5 TRAY AU GNMEW C T r ` � i cm CABLE TRAY BRACE 7 CABLE TRAY BRACE AT AJSLJE E: L ,. tw , Qv 0 A=2 A TOP DETAIL �t IC' -all (8,_2„ AFF) TOP OF CAB ( . 1 ,_ O „ AF) TOP OF GAB i TOP OF RAISED FLR si O" (REF ELEVATION. _r SLAB ON GRADE (3 ) DBL STRUTS, REF DETAIL 5/A2 2 HOLE CORNER ANGLE T4 PI068 (UNISTRUT) BICI (B -LINE) SINGLE STRUT (522) LEDGER TO CLEAR TOP OF CABINET. lY;" `c IY2" X.2 CLIP TO CABINETS (N) 12 GAUGE 5TRUCTURAL SUPPORT FRAME. SIM TO DETAIL I /A2 COLUMN/BRACE DETAIL. (E) 30" ACCESS FLOOR 5CO P5F UNIFORM 2000 POINT LOAD (N) ADDITIONAL ANCHORAGE (2) 9 /g" VIA. HILTI KBII W/ 4" EMBED 1 CABLE TRAY BRACE AT END s 2 ._ 8 ALTERNATE VERIFY _ TERMINATION ' DETAIL tV 13' -2° !l0' -8" AFF) ,— - - - - - -- --. 1 60T OF T1FAY oo I I I I i f k t"' .r. ;=C!NT 1 t ' ! 12 � � �sAt I So= AC W ` A � 1 - d o I I I --- ____.r. 1 V Ac r �I i ALTERNATE TERMINATION DETAI L j 13' -2" (10' -8" AFF) - _ ' BOT OF TRAY j d� x � Q AFF? 1 BOT OF TRAY j 4 a' - 2 NOT USED - SCALE: 1/2" l'-O" V � �o SLOTTED BOTTOM CABLE V z _ �o TRAY OR WIRE FLEX TRAY, z �o O REF PLANS FOR EXACT 2' -a]2 CONDITION. - --- VERIFY I TOP STMX�TURAL STRUT MAY BE CANTELEVERED 1' - ? MAX EACH SINGLE STRUT, AND 30" MAX WITH DOUBLE STRUT PROVIDED A CONT;NUOUS PIECE IS - - INSTALLED. SIM TO DETAIL 2/A2 120f. -0' MAN, C� ✓� C Ate./ = - ir ` f_____ -�. SIM ALTERNATE BRACING DIRECTION EACH LOG AT:ON ;N ! 12 GA.XaE STRtC n-R -A.- 5VFN=ORT SANE 5 <2A 822D OR $ =2 :5- L''4E l P' 0c OR C 55GC OR APPR.O EO'JAi. OR J DBL _ v5+_ Sc °r`c . =Oqv w 0- 12 -%J` WA\- C_C_ S A� , N7 F Q- C Aa _ = o SINGLE STRUT (522) UP TO 6' A15LE WIDTH. SLOTTED BOTTOM CABLE TRAY OR Y4 1RE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) #12 SELF TAPING SCREWS EACH SIDE TYP SIM (N) 12 GAUGE STRUCTURAL SUPP ORT DI AGONAL B=A, 522P OR 812 (B -L P100 i OR P5 (UN 15?RUT) OR ED A EOU AL ' T OR �I DBL. cm. ALTM ATE 5RAC j' *IG r"T'OP A'�C BOTTOM' D IRECT - JH EACHH LOG A OH -YP. (r!' 12 GAtJt��E SsRX TURAL 4 OR t 5 FOR i r v 30' Ac'.E =ODOR Az� I,- ' 'ktiCJ'gmAsE -a v_ t+�► A,• -. :' .'' �►A� AEG- rG'��aE 2 �'''L Ib �►.'�'' �'C*•�4. ^ c CABLE TRAY BRAG 5 CA13LE TRAY BRAG �s N• r SLOTTED BOTTOM CABLE TRAY OR WIRE FLEX TRAY, REF PLANS FOR EXACT COND I TI CN. A A2 SIM ALTERNATE BRA:.I!VG (TOP AND BO - TOM) DIRECTION EACH LCCATION TYF. (N) 12 GAUGE STRUCTURAL D � AGG"�AL'BRAGE 522 `P Q ppO - _N IS ' ►T) Ac"=RO /EO E.✓ L Ai fti '2 S-N. GE STRJCTL'RAL OR CR A OR ' �'• DSL CAER.E TRAY BRACE 'qi.., A L T ►.�'. _ ♦`_�� OOADON•PFILL, M r V 1245 PEAR AVENUE MOUNTAIN VIEW CA, g4043 -1431 P (650) 335 -IggO • FAX (650) 335 -Ig88 105 EAST PINE STREET MISSOULA MONTANA, 5g8O2 (406) '121 -5436 FAX: (40(o) '721 -8116 CODE s h 7 i .,. WY OF M�v Oa 2flE� R Z Z J O V � �o Wo V z _ �o z �o O iii SLOTTED BOTTOM CABLE TRAY OR WIRE FLEX TRAY, REF PLANS FOR EXACT COND I TI CN. A A2 SIM ALTERNATE BRA:.I!VG (TOP AND BO - TOM) DIRECTION EACH LCCATION TYF. (N) 12 GAUGE STRUCTURAL D � AGG"�AL'BRAGE 522 `P Q ppO - _N IS ' ►T) Ac"=RO /EO E.✓ L Ai fti '2 S-N. GE STRJCTL'RAL OR CR A OR ' �'• DSL CAER.E TRAY BRACE 'qi.., A L T ►.�'. _ ♦`_�� OOADON•PFILL, M r V 1245 PEAR AVENUE MOUNTAIN VIEW CA, g4043 -1431 P (650) 335 -IggO • FAX (650) 335 -Ig88 105 EAST PINE STREET MISSOULA MONTANA, 5g8O2 (406) '121 -5436 FAX: (40(o) '721 -8116 CODE s h 7 i .,. WY OF M�v Oa 2flE� N W N Z Z J O V � �o Wo V z _ �o z �o O iii N W � Z Z J _ O` © N z W � �o va a 0 z 0 a- 0 --i y m fY � cn I= Q J I v W oc a oc a o Z ac Z —V d. F- (f) W W Z U p F-- 1 0 < z W ~V) Q < LL- Q r O M llqt D Z V a � a aJ �s 2� t w� F Y Z02 09 I1 V. J oz -2 M tb NOTUSED - / SCALE: 1 12" Is DRAWING INDEX e �MT�GTUIiAL. A-0 GOVM SHEET A -I ARCHITECTURAL CONSTRICTION PLAN A -2 ARCHITECTURAL DETAILS A -2.1 ARCHITECTURAL DETAILS STRUGT1�iAi. 9 NOT USED M600WO& M -1 NOT USED E=T JCAL ('ELECTRICAL WORK UN eR SEPARATE PERMIT) E -1 NOT USED CON5TRUCTION PHASING NOT APPLICABLE I PR+ JMT LOCATION ISX - SE 1 INTERGATE EAST 3433 SOUTH 120th PLACE TUKWILA, WA 98168 VICINITY MAP AREA OF —� BUILDING MAP DJ . ........................ C • t i Permit r4o- Pbn mvlew apprm ' ! ; , subject tD &mm and ambft ale! Of OUnSbt!rU0:1 documents does not &Aha t ft viola dm of any aclopbed Dods or ordkmnoe• Aer t of prowed Field Copy wd PC IIWMIN a is n Oft � Q d .2 L Mr. III IT EZZMAM No tip arva slog be mok to the s*�c�pe Of work 1 '014:1110V WOT ar13cr- z? of and MICROSOFT NETWOR u ULU--. 15 COLO 5 BUILD OUT CA LE TRAYS INTERNET SERVICE EXCHANGE F I ACILITY 4 FOR CODE COMP -'qN t SEP 2 8 M5 C "t±y Qf Tuk`'��Ia �1 PROJECT D PROJECT NAME: TENANT FOR MICROSOFT, ABOVE W AT IPITBiEsATE EAST 3433 50UTFf I?A!h PLACE TUKNYLA, WA 98168 ZONING: MIGM MAWF,4GTURIN6 INDUSTRIAL CAaVEk*fNN1r P/1RGS 10904- 406q SATE AREA: a sF SEISMIC CLASSIFICATIONS: 'SEISMIC USE 6RGtJP: II NOLUNTERY UR6RNDE) SEISMIC D£516l1 CATEGORY: D Sllf GA-ASS: D OW GOND P9ilO17 51: 485% SHORT PERIOD 56: 140bAi 2FOF0wf!iL'f I ZONE 8) DES I &N GODS: coos Mno*s OF: mTERav►TionuL euu vN& cow W190"rION,ti Fww coop nti9Rr4ATRX4A. cK cove u.FoW Ru4EWN& covE 2002 tvr of waraNvL ELECTRIC cove ZOOS M4A6F1. STATE CODE lFPA 15 BEG ?RA0lOG GOMQ"YTL•'WDATA 5UILPIN6 PATA AI�DRESS: ABOVE NET !4W SOUTH 120th FLACZ ,vKwiLjkY" gsieb SLING. OWNER INTERNATIONAL 6ATEW"Y EAST, LLG 12 ru"r.A iKrt;m"nowN_ ft.w., asn FLOOR S /►TTLP, AAStMNSTCM 98168 -5121 TEL: (206) 281-8100 CONTACT: .JOW SABEY 5UILZ>IN& ARE? TOTAWL F1.00R II6.0'M SF NORTH SERVICE YARD: 6A 54 SF SOUTH tVIGE YAltD_ 9�.J'5 SF CONSTRUCTION TYPE VA M-ORh1ALLY V - 1 hW FULLY 5PRJNK4.E314D 11 _ � STOIW OCCUPANCY M-0101/ILLY !SG FI FACTORY wommoui PARKIN& EItT F/1GILi71r Nt17GPA?L'5 NAJ5046 A M4/N3htA4 OF 80 EMPLOYEES AND So N15fTORSs. GF r/111lGM6 9FKZ5 IS 60_ (1111111117M TO AOOVO4ET LETTBt DIR�'SIS100) PROJECT STA TEMENT TENANT IMPROVEMENTS TO AN EXISTING TwELECOMMNICATION FA 1L I TY (ELECTRONIC SWI TCHGEAR). WORK CONSISTS OF; I. INSTALLATION OF CABLE TRAYS (TO MATCH EXI5TING) 2. PROXECT AREA: 5100 5F. 5TRIJCTURAL CALC5 PREPARED AND APPROVED UNDER PERMIT NO. 005 -16 (CABINETS) AND 1705 -7? (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PRO..ECT. LE6AL C) LOT 2 OF SHORT PLAT NO. '185015, ACCORDINS TO THE SHORT PLAT RECORDED UNDER ICING COUNTY RECORDING NO. 8605240 TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYINcS EAST OF THE SOUTHERLY PRODUCTION OF THE YCEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND 1^ESTERLY OF A LINE BEING 50 FEET ME5T OF THE PARALLEL WITH THE NORTHERLY EXTEN51ON OF THE CENTERLINE OF 55th AVENUE SOUTH AS LOCATED BY THE PLAT OF RIVERTONt AND TOGETHER WITH THAT PORTION OF VACATED 55th AVENUE SOUTH ADJOINING AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1512, RECORDED UNDER RECORDINS NO. gOOgl WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAYU SITUATE IN THE CITY OF TUKWILA, COUNTY OF KINSO, STATE OF WASHINOTOK GENERAL NOTES ot.EssoTHERAISE �, I. THESE DRAAINGS MRE PREPARED IN ACCORDANCE WITH THE 2005 INTERNATIONAL BUILDIN& GODS (IBC) 2• VERIFY EXISTINGS (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SUIT CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OP_ENABLE FROM THE IN51M WITHOUT THE USE OF KEY OR ANY SPECIAL KNONILED6E OR EFFORT. DOOR HARDWARE SHALL BE H.G. AC- CE551 LE LEVER TYPE UNO. TELCO EQUIPMENT ROOMS PEED NOT BE H.G. ACoCE551EN . 4 EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OCCUPIED WITH LIGHT HAVIN& INTENSITY OF NOT LE55 THAN I FOOTCANDLE AT FLOOR LEVEL. 5. !*HERE REQUIRED, EXIT 516N5 SHALL BE INSTALLED AT REQUIRED EXIT DOORYVAYS AND AHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN EXIT SERVES AN EXIT LOAD REQUIRING TY40 OR MORE EXITS. 6. COMPLY WITH SPECIAL IN5PECTI0N REQUIREMENTS OF SECTION 1101 OF THE UNIFORM BUIL.DIN6 CODE AS APPLICABLE TO TH15 PROJECT. '7. ALL PARTITION DIMEN510N5 ARE TO FACE OF STUD UNLE5 OTHERA15E NOTED. 6. SEISMIC BRACIN& AND ANCHORING OF EQUIPMENT 5Y5TEM5 5HALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UBC WITH THE EXCEPTION OF MECHANICAL EQUIPMENT AND DIST, MICH SHALL COMPLY WITH 5MACHA 6UIDFLINES FOR 5EI5MIC RESTRAINTS OF MECHANICAL UNITS_ I( PROJECT TEAM OWNER: ABOVE WT 34W 120th PL TIJIGYVILA, WA 46168 GONT/1GT: RON THONIPSON EMAIL: Rori.Thompyon0abovenet Ta: (206) 8 ceu: (am) 5qi-42 ARCH I CT/STRUCT: 6PORDION PI ILL INC. 1245 PEAR AVE MOUNTAIN VIED CA 414045 TEL: (650) 555 -1ggO' FAX: (6 0) 3'35 -h488 CONTACT: MAN L.AhRY, A.I A E-4. NL: bblar+r ic -am TENANT: MIGR050FT CORPORATION ONE MIGR050FT WNY RED*TOPID, YVkSFIIN6TON 98052 TEL= (425) '706-8665 CELL: (425)766-5 E -MAIL_ kyr/wmmtarosoft.com GOWAGT- Lauri HaycoGk SPECIALTY CONTR: MCK! NSTRY CO. 5005 3RD AvE. 50uTH SEATTLE, WA g8134 TEL: (206 652 -81358 FAX: (206) 852 -85a2 E -MAIL: 0ANH00MCKIN5TRYjCOM CONTACT: DANNY HORTOK PROJECT r-cty nF j1JK i r roc - � � • � � : ��J�Y ��Y • �J (DO�i?filii 3 33 S 120Tr4 _ PLACE t • * t i t W ^ - IMW~ fr - SI "'tom MAP LOOM I— W LAJ W •• C) "o cc Z ♦ N_ W Z \ uz Wm o CI �o A z r F�0 lW Q M% _o cr _ N W J IL " Z i 0� (f) 0 Qf r4 F-- -• F U Z W u •� S ,�,x. a '2 i z ,Qs ZIPS � -23" 3 z It r. VICINITY MAP AREA OF —� BUILDING MAP DJ . ........................ C • t i Permit r4o- Pbn mvlew apprm ' ! ; , subject tD &mm and ambft ale! Of OUnSbt!rU0:1 documents does not &Aha t ft viola dm of any aclopbed Dods or ordkmnoe• Aer t of prowed Field Copy wd PC IIWMIN a is n Oft � Q d .2 L Mr. III IT EZZMAM No tip arva slog be mok to the s*�c�pe Of work 1 '014:1110V WOT ar13cr- z? of and MICROSOFT NETWOR u ULU--. 15 COLO 5 BUILD OUT CA LE TRAYS INTERNET SERVICE EXCHANGE F I ACILITY 4 FOR CODE COMP -'qN t SEP 2 8 M5 C "t±y Qf Tuk`'��Ia �1 PROJECT D PROJECT NAME: TENANT FOR MICROSOFT, ABOVE W AT IPITBiEsATE EAST 3433 50UTFf I?A!h PLACE TUKNYLA, WA 98168 ZONING: MIGM MAWF,4GTURIN6 INDUSTRIAL CAaVEk*fNN1r P/1RGS 10904- 406q SATE AREA: a sF SEISMIC CLASSIFICATIONS: 'SEISMIC USE 6RGtJP: II NOLUNTERY UR6RNDE) SEISMIC D£516l1 CATEGORY: D Sllf GA-ASS: D OW GOND P9ilO17 51: 485% SHORT PERIOD 56: 140bAi 2FOF0wf!iL'f I ZONE 8) DES I &N GODS: coos Mno*s OF: mTERav►TionuL euu vN& cow W190"rION,ti Fww coop nti9Rr4ATRX4A. cK cove u.FoW Ru4EWN& covE 2002 tvr of waraNvL ELECTRIC cove ZOOS M4A6F1. STATE CODE lFPA 15 BEG ?RA0lOG GOMQ"YTL•'WDATA 5UILPIN6 PATA AI�DRESS: ABOVE NET !4W SOUTH 120th FLACZ ,vKwiLjkY" gsieb SLING. OWNER INTERNATIONAL 6ATEW"Y EAST, LLG 12 ru"r.A iKrt;m"nowN_ ft.w., asn FLOOR S /►TTLP, AAStMNSTCM 98168 -5121 TEL: (206) 281-8100 CONTACT: .JOW SABEY 5UILZ>IN& ARE? TOTAWL F1.00R II6.0'M SF NORTH SERVICE YARD: 6A 54 SF SOUTH tVIGE YAltD_ 9�.J'5 SF CONSTRUCTION TYPE VA M-ORh1ALLY V - 1 hW FULLY 5PRJNK4.E314D 11 _ � STOIW OCCUPANCY M-0101/ILLY !SG FI FACTORY wommoui PARKIN& EItT F/1GILi71r Nt17GPA?L'5 NAJ5046 A M4/N3htA4 OF 80 EMPLOYEES AND So N15fTORSs. GF r/111lGM6 9FKZ5 IS 60_ (1111111117M TO AOOVO4ET LETTBt DIR�'SIS100) PROJECT STA TEMENT TENANT IMPROVEMENTS TO AN EXISTING TwELECOMMNICATION FA 1L I TY (ELECTRONIC SWI TCHGEAR). WORK CONSISTS OF; I. INSTALLATION OF CABLE TRAYS (TO MATCH EXI5TING) 2. PROXECT AREA: 5100 5F. 5TRIJCTURAL CALC5 PREPARED AND APPROVED UNDER PERMIT NO. 005 -16 (CABINETS) AND 1705 -7? (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PRO..ECT. LE6AL C) LOT 2 OF SHORT PLAT NO. '185015, ACCORDINS TO THE SHORT PLAT RECORDED UNDER ICING COUNTY RECORDING NO. 8605240 TOGETHER WITH THAT PORTION OF THE NORTH HALF OF VACATED SOUTH 124th STREET LYINcS EAST OF THE SOUTHERLY PRODUCTION OF THE YCEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND 1^ESTERLY OF A LINE BEING 50 FEET ME5T OF THE PARALLEL WITH THE NORTHERLY EXTEN51ON OF THE CENTERLINE OF 55th AVENUE SOUTH AS LOCATED BY THE PLAT OF RIVERTONt AND TOGETHER WITH THAT PORTION OF VACATED 55th AVENUE SOUTH ADJOINING AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1512, RECORDED UNDER RECORDINS NO. gOOgl WHICH, UPON VACATION, ATTACHES TO SAID PROPERTY BY OPERATION OF LAYU SITUATE IN THE CITY OF TUKWILA, COUNTY OF KINSO, STATE OF WASHINOTOK GENERAL NOTES ot.EssoTHERAISE �, I. THESE DRAAINGS MRE PREPARED IN ACCORDANCE WITH THE 2005 INTERNATIONAL BUILDIN& GODS (IBC) 2• VERIFY EXISTINGS (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SUIT CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY LOCATIONS. 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OP_ENABLE FROM THE IN51M WITHOUT THE USE OF KEY OR ANY SPECIAL KNONILED6E OR EFFORT. DOOR HARDWARE SHALL BE H.G. AC- CE551 LE LEVER TYPE UNO. TELCO EQUIPMENT ROOMS PEED NOT BE H.G. ACoCE551EN . 4 EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OCCUPIED WITH LIGHT HAVIN& INTENSITY OF NOT LE55 THAN I FOOTCANDLE AT FLOOR LEVEL. 5. !*HERE REQUIRED, EXIT 516N5 SHALL BE INSTALLED AT REQUIRED EXIT DOORYVAYS AND AHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN EXIT SERVES AN EXIT LOAD REQUIRING TY40 OR MORE EXITS. 6. COMPLY WITH SPECIAL IN5PECTI0N REQUIREMENTS OF SECTION 1101 OF THE UNIFORM BUIL.DIN6 CODE AS APPLICABLE TO TH15 PROJECT. '7. ALL PARTITION DIMEN510N5 ARE TO FACE OF STUD UNLE5 OTHERA15E NOTED. 6. SEISMIC BRACIN& AND ANCHORING OF EQUIPMENT 5Y5TEM5 5HALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UBC WITH THE EXCEPTION OF MECHANICAL EQUIPMENT AND DIST, MICH SHALL COMPLY WITH 5MACHA 6UIDFLINES FOR 5EI5MIC RESTRAINTS OF MECHANICAL UNITS_ I( PROJECT TEAM OWNER: ABOVE WT 34W 120th PL TIJIGYVILA, WA 46168 GONT/1GT: RON THONIPSON EMAIL: Rori.Thompyon0abovenet Ta: (206) 8 ceu: (am) 5qi-42 ARCH I CT/STRUCT: 6PORDION PI ILL INC. 1245 PEAR AVE MOUNTAIN VIED CA 414045 TEL: (650) 555 -1ggO' FAX: (6 0) 3'35 -h488 CONTACT: MAN L.AhRY, A.I A E-4. NL: bblar+r ic -am TENANT: MIGR050FT CORPORATION ONE MIGR050FT WNY RED*TOPID, YVkSFIIN6TON 98052 TEL= (425) '706-8665 CELL: (425)766-5 E -MAIL_ kyr/wmmtarosoft.com GOWAGT- Lauri HaycoGk SPECIALTY CONTR: MCK! NSTRY CO. 5005 3RD AvE. 50uTH SEATTLE, WA g8134 TEL: (206 652 -81358 FAX: (206) 852 -85a2 E -MAIL: 0ANH00MCKIN5TRYjCOM CONTACT: DANNY HORTOK PROJECT r-cty nF j1JK i r roc - � � • � � : ��J�Y ��Y • �J (DO�i?filii 3 33 S 120Tr4 _ PLACE t • * t i t W ^ - IMW~ fr - SI "'tom MAP LOOM w Q m z CL ce 0 C) m �N I O m amp �a OW �W oc a u W o W Z oc Z .. u IL I— W LAJ W •• C) "o cc Z ♦ N_ W Z \ uz Wm o CI �o 4c� i s z r F�0 lW Q M% _o cr _ N W J IL " Z i w Q m z CL ce 0 C) m �N I O m amp �a OW �W oc a u W o W Z oc Z .. u IL I— W LAJ W •• C) "o cc Z ♦ N_ W Z \ N a �A u w Q m z CL ce 0 C) m �N I O m amp �a OW �W oc a u W o W Z oc Z .. u IL K x w obo 0 � U 0 WIN z= a v I, he O N ZW� 5r i g8 n � z d% M? A -0 ............... q I— (n Q W UO W Z F�0 lW Q _o cr _ � Q " Z N � 0� (f) 0 Qf r4 F-- -• F U Z W u K x w obo 0 � U 0 WIN z= a v I, he O N ZW� 5r i g8 n � z d% M? A -0 ............... q H { l ! COLO TELCO Eoulp F ( f ; �:.If _ ='s 443 5F/500 - � ..... .mac•= .. ; � �.,t i . .�. �:ti - -±:,;r =-� � �- . �-� ` � =: �:.. ~� _ "� '� � •. # — TELCO EQUIP 3.1 OCCUPANTS OTELGO G 1085 SF/ 00 _ AOCE5S RY USE d r I y CANT UPPER SUPPORT .0 OCCUPANTS TO MAINTAIN GLI :# ESOORY USE A15LE. �_-�: CANT UPPER SUPPORT .,, 1TO MAINTAIN GLEAM , o -�i Q 10 10 10 10 Cam] 10 10 10 5 11 - , H - k � RONT O +- REAR 1 1 5 m 1 ; W ` - TELCO EQUIP FRONT 1 7 MAINTAIN 4' CLEARANCE 5 1 �t 1 IE I FROM COLUMN MIN. , 1...... 8.286 5F/5OO RONT - -- - 1 ! r; 27.6 OCCUPANTS ' 5 11 `i ►' 6 REAR 7 5 _ = j 1 COLO 5 1 ILL r r- L-.. ___J REAR 1 5 11 o - I FRONT 7 1 I 6 _O ■ 4 1 - 011 - I ARCHITECTURAL FLOOR PLAN All SCALE. 3/32' — 1 0" f 7 , j 1 � 1 - ' ' __.. _ _ - ._.._ _ i t i __ : � 4 . _ -...._ � - • . i _ 1 L " a.�" I _ .....mow . s� - , I' Q I I I S rl I - _ . _. . -- -_ _ , titer - _.._ ..w.s� - ��_ , �..,•.,, tv - ' �� � L �.. L l _L.' .�1 L _i..l. j 1 ' e! FVTLIRE TRAY N I G I _ �... c c �- -- - 4 L— 8 8 8 A A 6 8 A 6 A # A 8 A 8 TRAY NIG JJ 1 _ !r -- - �, .� -- - - -- 3- " - - =-- -- -- - - - - - f, 2 ►` ' J' 1 i r L � } - 2 2 � 1 i WAM, — - -- - = L WW 4r ��. t. i ' 2 CAELE TRAY PLM All _ v r FINISH NOTES: THE FOLLOWIN6 FINISH NOTES APPLY TO ALL NEW INSTALLATIONS WITHIN COLO 5: A. ALL EXPOSED STRUCTURAL STRUT SHALL BE STANDARD 6ALV. FINISH TO MATCH ('E) B. ALL EXP05W STRUCTURAL STRUT F I TT I N65, BOLT5, Y'lA5HER5, NUT5, ETC. SHALL BE 5TAN12ARD 6ALV. FINISH TO MATCH (E) C. ALL FLEX TRAYS SHALL BE POWDER COATED BLACK D. ALL TROUGH TRAYS SHALL BE ALUMINUM (NO FINISH) E. ALL LADDER TRAY5 SHALL BE POWDER COATED BLACK. F. FIBER TRAY5 SHALL BE ORAN&E WITH BLACK FITTIN65. 6. PATCH PANELS, TO INCLUDE SUPPORTS, SHALL BE BLACK. EI EMOL I TI ON NOTES: A. REMOVE ABANDONED SUSPENDED GABLE TRAY5 (WITHIN COLO 5) TO INCLUDE TRAYS, 5TRUT5, AND ALL- THREAD TO ABOVE CEILING. CEILINGS TILES WILL NOT REQUIRE REPLACEMENT. HOLD GABLE TRAYS FOR REINSTALLATION. FUTURE TRAY N I G FED FROM 9' - ` TRAY NIG I �• C 101_81, ELEV ' T-10 ELEV A q' 0 " ELEV NOTIES: A. ELEVATIONS FOR VIEftN& B. LI LINED UP WITH D ASHED LINES G. FLEX TRAY5 NOT 5HOYI D. SYSTEM X CABLES BEING USED. MAX 120 CABLES YWTHIN ANY SINGLE TRAY MAX. C CABLE TRAY ISO Sc � T A Ot I COLS_ COMP t" n J r 17 CABLE TRAY LECvEND: ar . TRAY TYP"E5 s �LL� ./� O q•'•O. POW V TRAY S TAGK1 1�6 Je Aar usm Y� ✓v�' SCOPE OF WORK A. INSTALL CABINET MOUNTED AND STRUCTURAL STRUT MOUNTED TRAYS TO MATCH EXISTING INSTALLATIONS. B. CABINETS, AND CABINET/RACK ELECTRICAL WORK UNDER SEPARATE PERMIT. GENERAL NOTES A.5TRUCTURAL CAL05 PREPARED AND APPROVED UNDER PERMIT NO. 105 -16 (CABINETS) AND D05-?? (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. B. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE LINO. 1 w .PRU, IC • z w 1245 PEAR AVENUE MOUNTAIN VIEW CA, 14043 -143 z (650) 335 -IQgO • FAX (650) 335 --IQ88 105 EAST PINE 5TREET MIS50ULA MONTANA, 59802 v (406) FAX: (406) '121 - 8"116 Co. WORK NOTED AS "FUTURE" 15 WN FOR INFO ONLY, AND WILL BE PERMITED 5EPARATLY. D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MICROSOFT'S CONSTRUCTION REQUIREMENTS FOR CONSTRUCTION WORK WITHIN ACTIVE GOLO AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETWEEN THE FLOOR ,SUPPORT SYSTEM (TO INCLUDE C ABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 5" HORIZONTAL. LEGEND: L I NE TYPE5 _- (D) DEMO ---- -_ - - -- EX I ST I NCG AGGE S FLOOR NOTE MINES MANUFACTURER: MAXCESS TECHNOLOGIES, INC SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES TILE: RAC-400 W/ NEVAMAR ST-6 -1 GRAY STARL I TE PERF TILE: 5P200 SIZE: 24x24 HE 16HT: 50" ABOVE SLAB ON GRADE ATTACHMENT: MASTIC AND (2) %' A.B. ALTERNATING DIAGONAL UNIFORM LOAD: 500 PSF CONCENTRATED LOAD: 2000 L55 ROLLING LOAD: 1500 L55. EQUIPMENT LATERAL LOADS: FLOOR ORIGINALLY DE516NED SHEET N O TE 5 TO DATE GABINET/RACK LATERAL LOADS p l OWNER PROV IDED RAGK5 /CA5INET5, INSTALLED UNDER A SEPARATE PERMIT. �2 NEW 24" FLEX TRAY WANTEE> TO TOP OF CABINETS, WITH 45 DE6 M&N515TION TO OVERHEAD WHERE REQUIRED. REF DETAIL 5 /A2 FOR .SUPPORT S TRUCTURE. �3 (N) SINGLE TRAY ,SUPPORT 5TRL4,TURE (TO MATCH (E)) PER DETAILS I /A2, 2/A2, 3 /A2 OR 61A2 AS REQU I RED BY TRAY HE 16HT5 SHOWN. E NEW 4 "X 24" VENTILATED (OR SOLID) TROUGH TO MATCH (E) 5UGH AS BL I NE 55-A -VT- 24-144 TRAY. NEW TRAY WILL NOT BE CONNECTED TO (E) ROOF SUSFENDED TRAY. O 5 (N) C-OH51MATION 9'-O", W -10" " BWDGE" TRAY SUPPORT STRUCTURE (TO MATCH (JE)) PER DETAILS 6 1A2 AND 7/A2. O (N) 8' -2" END OF LINE TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS I /A2.1 0 7 (N) 51NI "BRIDGE" TRAY SUPPOR STRUCTURE (TO MATCH (E)) PER DETAILS I /A2, 2/A2, 3/A2 AND /OR 4/A2. O VERTICAL CABLE TRAY TRANSISTION FROM COLO INTO TELCO GABLE TRAY TYP. �9 (N) 5iN&LE TRAY 5LIPPORT STRUCTURE PER DETAIL 4/A2.1 (N) COMBINATION W-O', W -10", AND 10'-8" 7BR106E" TRAY SUPPORT STRUCTURE PER DETAILS 5/A2.1 AND 6/A2.1. 11 TRAY SUPPORT DE516NED FOR FUTURE TRAY AT W -10' AT THIS LOCATION_ M F---- lis- a W� W e� +_ .� �'�-ti •^- _•...: - - -� �_. _- -ate ��"' +w.s -.. M� �T.' . -�. !. 1 .. -.... ,s. - ` • .. -- ---�► -' - ....... V...! . A4-.• .....may.. -�,. .. soft _ w = -+w ..�••� -... � _.�- �- _ �_ _...fi _ - - �- ..._..- �.- .- .w... _. _ -.-. -- --. _ _ -. - _... .. _ _...- _�... -._ _ _.. - _ ++._ t��_ +w�•.�^ �� ��� -�,�. _ _ -�. .��. -.. .,� -.-.- ...�. �.. ,w�w,�..._ ��,._ _ _ n D 0 IL C.) O Ip V _j 1_ _ L V < Z SCOPE OF WORK A. INSTALL CABINET MOUNTED AND STRUCTURAL STRUT MOUNTED TRAYS TO MATCH EXISTING INSTALLATIONS. B. CABINETS, AND CABINET/RACK ELECTRICAL WORK UNDER SEPARATE PERMIT. GENERAL NOTES A.5TRUCTURAL CAL05 PREPARED AND APPROVED UNDER PERMIT NO. 105 -16 (CABINETS) AND D05-?? (TRAYS) SHALL APPLY TO THE INSTALLATION DETAILS FOR THIS PROJECT. B. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE LINO. 1 w .PRU, IC • z w 1245 PEAR AVENUE MOUNTAIN VIEW CA, 14043 -143 z (650) 335 -IQgO • FAX (650) 335 --IQ88 105 EAST PINE 5TREET MIS50ULA MONTANA, 59802 v (406) FAX: (406) '121 - 8"116 Co. WORK NOTED AS "FUTURE" 15 WN FOR INFO ONLY, AND WILL BE PERMITED 5EPARATLY. D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MICROSOFT'S CONSTRUCTION REQUIREMENTS FOR CONSTRUCTION WORK WITHIN ACTIVE GOLO AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETWEEN THE FLOOR ,SUPPORT SYSTEM (TO INCLUDE C ABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 5" HORIZONTAL. LEGEND: L I NE TYPE5 _- (D) DEMO ---- -_ - - -- EX I ST I NCG AGGE S FLOOR NOTE MINES MANUFACTURER: MAXCESS TECHNOLOGIES, INC SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES TILE: RAC-400 W/ NEVAMAR ST-6 -1 GRAY STARL I TE PERF TILE: 5P200 SIZE: 24x24 HE 16HT: 50" ABOVE SLAB ON GRADE ATTACHMENT: MASTIC AND (2) %' A.B. ALTERNATING DIAGONAL UNIFORM LOAD: 500 PSF CONCENTRATED LOAD: 2000 L55 ROLLING LOAD: 1500 L55. EQUIPMENT LATERAL LOADS: FLOOR ORIGINALLY DE516NED SHEET N O TE 5 TO DATE GABINET/RACK LATERAL LOADS p l OWNER PROV IDED RAGK5 /CA5INET5, INSTALLED UNDER A SEPARATE PERMIT. �2 NEW 24" FLEX TRAY WANTEE> TO TOP OF CABINETS, WITH 45 DE6 M&N515TION TO OVERHEAD WHERE REQUIRED. REF DETAIL 5 /A2 FOR .SUPPORT S TRUCTURE. �3 (N) SINGLE TRAY ,SUPPORT 5TRL4,TURE (TO MATCH (E)) PER DETAILS I /A2, 2/A2, 3 /A2 OR 61A2 AS REQU I RED BY TRAY HE 16HT5 SHOWN. E NEW 4 "X 24" VENTILATED (OR SOLID) TROUGH TO MATCH (E) 5UGH AS BL I NE 55-A -VT- 24-144 TRAY. NEW TRAY WILL NOT BE CONNECTED TO (E) ROOF SUSFENDED TRAY. O 5 (N) C-OH51MATION 9'-O", W -10" " BWDGE" TRAY SUPPORT STRUCTURE (TO MATCH (JE)) PER DETAILS 6 1A2 AND 7/A2. O (N) 8' -2" END OF LINE TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS I /A2.1 0 7 (N) 51NI "BRIDGE" TRAY SUPPOR STRUCTURE (TO MATCH (E)) PER DETAILS I /A2, 2/A2, 3/A2 AND /OR 4/A2. O VERTICAL CABLE TRAY TRANSISTION FROM COLO INTO TELCO GABLE TRAY TYP. �9 (N) 5iN&LE TRAY 5LIPPORT STRUCTURE PER DETAIL 4/A2.1 (N) COMBINATION W-O', W -10", AND 10'-8" 7BR106E" TRAY SUPPORT STRUCTURE PER DETAILS 5/A2.1 AND 6/A2.1. 11 TRAY SUPPORT DE516NED FOR FUTURE TRAY AT W -10' AT THIS LOCATION_ M F---- lis- a W� W e� cn Wm o �o av _ n D 0 IL C.) z F---- lis- a W� d = a av W O� 0 cr_ a o O Ip V a 0 z 0 a ac V N W A 0 m Un F ow J a aW �W Q ws O13 Ul og o amp v W W �a o � Z�V IL ..5 � g * u to _ U p 0 l 2 ti e 1. 6 N I` Q Illa 4 F---- LLI Z U O _j 1_ _ L V < Z ZNS v l.L 0 V7 N Y O v fjf F C) W V ..5 � g * u to _ U p 0 l 2 ti e 1. 6 N I` Q Illa 4 --tit 5TROCTURF - CEILING LINE (q' -10" AFF) BOT OF (E) TRAY I I'- (4' -O" AFF) BOT OF TRAY - oW SLOTTED BOTTOM GABLE r LT ? MOUNTAIN VIEW ly t I IL - - X� (650) 335 -IggO BOT OF TRAY I � 1 o i I i &Q TOP OF RAISED FLR SLOTTED BOTTOM GABLE � -- - - - - - - � TRAY OR W! RE FLEX TRAY A (ti' 12 GAUGE STRUCTURAL SUPPORT FRAME 5'6`2 (5-LINE) P1000 (UNI5TRUT) OR APPROVED EQUA,. ►t 1 ALTERNATE BRACING DIRECTION EACH LOCATION rYP. ift (E' 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD SIDE VIEW FROM CASINET5 t i _____ r (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD TOP S T RUCTURAL STF'''T �'"' I= C= GANTELEVERED 15" 51NGLE 5TRUT, Ar INI TH DOUBLE STRUT A CONTINUO INSTALLED. 51M TO SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY _ AS NOTED rte BOT OF TF 1 1 - '� TOP OF RA15ED FLR 51DE VIEW FROM CABINETS 0" (REF ELEVATION) 11 40L O" - (REF ELEVATION) SLAB ON GRADE - � 1 1 ! 1 - 1' -0" CLE-A M t MIN. (N) 12 GAUGE 5TRUGTURAL SUPPORT FRAME B22A, B22D OR B12 (B -LINE) PI001 OR P5500 (UNI5TRUT) OR APPROVED EQUAL I OR - I OR DBL. DBL. ALTERNATE BRAG I N6 DIRECTION EACH LOCATION NP. 51M (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD 51 NGLE STRUT (115:22) UP TO 8 A15LE WIDTH, SLOTTED BOTTOM GABLE TRAY OR W IRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) 0 12 SELF TAPING 5GREW5 EACH SIDE TYP. g0 DEG BRACED FITTING P2454 (UNISTRUT) 8844 (B -LINE) DIAGONAL BRAG I NG, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P1546 (UNISTRUT) B154 (B - LINE) (3) DBL STRUTS, REF DETAIL 2 HOLE CORNER ANGEL T # B PIObB (UNISTRUT) 5101 (B -LINE) SINGLE 5TRUT (1522) LEDGER TO CLEAR TOP OF CABINET. ��. cis - • - SLOTTED BOTTOM GABLE r 1245 PEAR AVENUE TRAY OR WIRE FLEX TRAY MOUNTAIN VIEW r t I Ib GA, 2x2x2 ANGLE ' 13' -0" WON) Y41TH (2) *12 SELF --AAA - - �o (650) 335 -IggO BOT OF TRAY FAX (650) 335 --1 a88 o TAPING SGREW5 &Q M 155OULA EACH 510E TYP. MONTANA, 5g8O2 (406) '721 -5836 J /f AX: (40(b) "121 -8'116 W IL I 1 Z Oo I--, lit J W O .J I N � �� CONTINUE TOP SUPPORT 15" m O O a V r A BEYOND COLUMN, EITHER _ SIDE:. 51M ALTERNATE BRAG I NG - DIRECTION EACH LOCATION TYP. 4 1 ` (N) 12 GAUGE STRUCTURAL G JIFORT FRAME B22 (B -LINE) P 1 000 (UNISTRUT) O OR APPROVED EQUAL t i _____ r (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD TOP S T RUCTURAL STF'''T �'"' I= C= GANTELEVERED 15" 51NGLE 5TRUT, Ar INI TH DOUBLE STRUT A CONTINUO INSTALLED. 51M TO SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY _ AS NOTED rte BOT OF TF 1 1 - '� TOP OF RA15ED FLR 51DE VIEW FROM CABINETS 0" (REF ELEVATION) 11 40L O" - (REF ELEVATION) SLAB ON GRADE - � 1 1 ! 1 - 1' -0" CLE-A M t MIN. (N) 12 GAUGE 5TRUGTURAL SUPPORT FRAME B22A, B22D OR B12 (B -LINE) PI001 OR P5500 (UNI5TRUT) OR APPROVED EQUAL I OR - I OR DBL. DBL. ALTERNATE BRAG I N6 DIRECTION EACH LOCATION NP. 51M (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD 51 NGLE STRUT (115:22) UP TO 8 A15LE WIDTH, SLOTTED BOTTOM GABLE TRAY OR W IRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) 0 12 SELF TAPING 5GREW5 EACH SIDE TYP. g0 DEG BRACED FITTING P2454 (UNISTRUT) 8844 (B -LINE) DIAGONAL BRAG I NG, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P1546 (UNISTRUT) B154 (B - LINE) (3) DBL STRUTS, REF DETAIL 2 HOLE CORNER ANGEL T # B PIObB (UNISTRUT) 5101 (B -LINE) SINGLE 5TRUT (1522) LEDGER TO CLEAR TOP OF CABINET. ��. cis - • - h" X IY2" X 2" CLIP TO CABINETS (N) 12 GAUGE STRUCTURAL SUPPORT FRAME. REF DETAIL 1, 2 OR 3 FOR COLUMN/BRACE DETAIL. (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD (N) ADDITIONAL ANCHOR-AC-7E (2) 3 /e" DIA. HILTI KBII W/ 4" EMBED 20NT VIEW ISLE (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) DIA. HILTI KBII W/ 4" EMBED 3 /6" DIA. HILTI KBII W✓ 4" EMBED 38" DIA. HILTi KBII W/ 4" EMBED CABLE TRAY BRACE ,�� � � � - 2 _OVERHANG CABLE TRAY BRACE f _ 3 _ _ CABLE_ TRAY BRACE 4 CABLE TRAY BRACE AT AISLE r T SCA 11'2" = 1 • - 0 - SCALE: 1/2" _ 1 ,_ 0 „ Ill, _ , SCALE: 1/2 = l'-O - SCALE: 1/2 1 ,_ 0 „ 5LOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) * 12' SELF TAPING SCREAS EACH 510E TYP_ 0i2 SELF TAPING 5GREW5 EACH 51 TYP. 2 MIN. EACH MEMBER. 4 "xb" Ib GA PLATE, EACH 51 DE TYP. `~- (k ) 12 &A:.G -E 5TRA.CT J'RAL SOPPORT Fw.- M IPi 00p (iJly� STR.,��T � OR APPRO QED EO. AL (N 1 /� G � Af 5 j R.JGT�JRA� 'P• 0�0 �, 5'�,Y NE O t FIBER TRAY R EVVED FOR CE COMPI raNOE ��nbr•.gt�� SEP 2 8 ?005 Ot/ C 1 ukwi F.1 !T, ry : — � 0 x r 1245 PEAR AVENUE � v MOUNTAIN VIEW r GA, 14043 -1431 w Vz Wm �o (650) 335 -IggO • FAX (650) 335 --1 a88 o 105 EAST PINE STREET &Q M 155OULA E- MONTANA, 5g8O2 (406) '721 -5836 J /f AX: (40(b) "121 -8'116 h" X IY2" X 2" CLIP TO CABINETS (N) 12 GAUGE STRUCTURAL SUPPORT FRAME. REF DETAIL 1, 2 OR 3 FOR COLUMN/BRACE DETAIL. (E) 30" ACCESS FLOOR 500 P5F UNIFORM 2000 POINT LOAD (N) ADDITIONAL ANCHOR-AC-7E (2) 3 /e" DIA. HILTI KBII W/ 4" EMBED 20NT VIEW ISLE (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2) DIA. HILTI KBII W/ 4" EMBED 3 /6" DIA. HILTI KBII W✓ 4" EMBED 38" DIA. HILTi KBII W/ 4" EMBED CABLE TRAY BRACE ,�� � � � - 2 _OVERHANG CABLE TRAY BRACE f _ 3 _ _ CABLE_ TRAY BRACE 4 CABLE TRAY BRACE AT AISLE r T SCA 11'2" = 1 • - 0 - SCALE: 1/2" _ 1 ,_ 0 „ Ill, _ , SCALE: 1/2 = l'-O - SCALE: 1/2 1 ,_ 0 „ 5LOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) * 12' SELF TAPING SCREAS EACH 510E TYP_ 0i2 SELF TAPING 5GREW5 EACH 51 TYP. 2 MIN. EACH MEMBER. 4 "xb" Ib GA PLATE, EACH 51 DE TYP. `~- (k ) 12 &A:.G -E 5TRA.CT J'RAL SOPPORT Fw.- M IPi 00p (iJly� STR.,��T � OR APPRO QED EO. AL (N 1 /� G � Af 5 j R.JGT�JRA� 'P• 0�0 �, 5'�,Y NE O t FIBER TRAY R EVVED FOR CE COMPI raNOE ��nbr•.gt�� SEP 2 8 ?005 Ot/ C 1 ukwi F.1 !T, ry : — � J 0 m U) 040 mi a OW � W �a .. ()COO oc o v W WHO o Z f�. \ 51 NGLE STRUT (522/ UP TO �- PATCH PANEL A ISLE WIDTH. (n DBL STRUT (PIOOi OR B22A) 4' -0 Q !-- - - _- ---- TOP STRUCTURAL 5TRUT MAY BE r , -- — -- LtJ W z 24" FLEX TRAY CENTERED CONFIRM GANTELEVERED 15" MAX EACH 8 -L' MAX. AISLE Y`I4lDTH SLOTTED BOTTOM GABLE U 0 ON 5UPPORT5 ALTERNATE LOWER TRAY SINGLE STRUT AND 30" MAX TRAY OR WIRE FLEX TRAY L Q TERMINATION WIDTH WITH DOUBLE 5TRUT PRO`vIDED Ib GA, 2x2x2 ANGLE YVITH -J DETAIL A GONTINUOOJS PIECE 15 --"' (2) 012 SELF TAPING < CL Z 12' -4' (g' - 10" AFF) _ - _ INSTALLED. 51M TO DETAIL 2/- -_ BOT OF TRAY ! 5GREA5 EACH 510E TYP. 0 = _ U) 3 WAY g0 DEG ril. AGED W 0 Q -� SLOTTED BOTTOM ABLE r FITTING N _ P2'=6 (JN 15TRUU (g' -O' AFF') - - _ - - - - � TRAY OR YVI RE FiE X TRAY, GABLE TRAY TIE DOWN AT 50T OF TRAY i REF PLAN FOR E)(AGT ^^ I T B2�6 (3-L 1 NE t 48' O.G. ! N5TAL.L AFTER 1 14 C,0NDITION. - Q I - - - - - - - DIAGONAL BRAG I N67 (I J GAS! NET ROLL IN. ; A FOUR TYP i G AL . 7^ � GA5+NET5, REF PANB AT END LOCATION 5. (D re) 1 51 M `� 45 DEa ANGLE F I TT i 1N& OPENi PiG�S ON TOP OF P i '� r JNi 5TRUT 0 m GA£ WETS I AN) 12 5 AvGE " TRLGTURAi B � BT: FRAME D OR 612 �3 -�,�,i - - - -- - -- 1554 :B -LINE► .. of re) ~ GABLE TRAY - } U BRAGS 5U°POR (3 ; DBL =Tl ; �,, Q,�F iET Imo' B i NET5, REF P. AN5 OR �APPR i Ai Tf ' -� _ _ � � Z G A S • . HGLC ..OR'�w`�c Ate,_ � � 'VrtY OF T EN I N&S ON TOP OF OPE MA 71 1 FECEWEE roe 2 ' ! Bi .• 15 SAO•!" G �i� �-•�- F r-. n.. .r ✓i. .E L T 'r i Cl-EAR =- ✓ /' : ; F • G.^. OR rv22 A � F OQ A$..E AR -Jc ✓= A . ER FOR PAT; - PANE_ AND _ rti" �Q,`A'E BRA: , VG : E IF ER TRA`! NO' i • _�_A� ART A♦„� 1• z , . L • \ . • yr '� '.r M 4 _ p _ B v AS NE — V FOR =.E\ �•�� �-r v _ .0 =59 is =0 a z C%e Ajr 2 -E ' -- 500 ac.r N -,7R`� ... _ -� - r W ;r ASLE Ac - _ - -- wZV C , n _ B _ .- _ 5 TRAY ALJGNK4EW A. - r O � v r W o .�- �...+- AO..•�..t •-�+ "� """'+.r.� Vz Wm �o 1 <3 : a �, o &Q r t J .. W IL I 1 Z Oo I--, lit J W O .J I N � �� (n d4 m O O a V J 0 m U) 040 mi a OW � W �a .. ()COO oc o v W WHO o Z f�. \ 51 NGLE STRUT (522/ UP TO �- PATCH PANEL A ISLE WIDTH. (n DBL STRUT (PIOOi OR B22A) 4' -0 Q !-- - - _- ---- TOP STRUCTURAL 5TRUT MAY BE r , -- — -- LtJ W z 24" FLEX TRAY CENTERED CONFIRM GANTELEVERED 15" MAX EACH 8 -L' MAX. AISLE Y`I4lDTH SLOTTED BOTTOM GABLE U 0 ON 5UPPORT5 ALTERNATE LOWER TRAY SINGLE STRUT AND 30" MAX TRAY OR WIRE FLEX TRAY L Q TERMINATION WIDTH WITH DOUBLE 5TRUT PRO`vIDED Ib GA, 2x2x2 ANGLE YVITH -J DETAIL A GONTINUOOJS PIECE 15 --"' (2) 012 SELF TAPING < CL Z 12' -4' (g' - 10" AFF) _ - _ INSTALLED. 51M TO DETAIL 2/- -_ BOT OF TRAY ! 5GREA5 EACH 510E TYP. 0 = _ U) 3 WAY g0 DEG ril. AGED W 0 Q -� SLOTTED BOTTOM ABLE r FITTING N _ P2'=6 (JN 15TRUU (g' -O' AFF') - - _ - - - - � TRAY OR YVI RE FiE X TRAY, GABLE TRAY TIE DOWN AT 50T OF TRAY i REF PLAN FOR E)(AGT ^^ I T B2�6 (3-L 1 NE t 48' O.G. ! N5TAL.L AFTER 1 14 C,0NDITION. - Q I - - - - - - - DIAGONAL BRAG I N67 (I J GAS! NET ROLL IN. ; A FOUR TYP i G AL . 7^ � GA5+NET5, REF PANB AT END LOCATION 5. (D re) 1 51 M `� 45 DEa ANGLE F I TT i 1N& OPENi PiG�S ON TOP OF P i '� r JNi 5TRUT 0 m GA£ WETS I AN) 12 5 AvGE " TRLGTURAi B � BT: FRAME D OR 612 �3 -�,�,i - - - -- - -- 1554 :B -LINE► .. of re) ~ GABLE TRAY - } U BRAGS 5U°POR (3 ; DBL =Tl ; �,, Q,�F iET Imo' B i NET5, REF P. AN5 OR �APPR i Ai Tf ' -� _ _ � � Z G A S • . HGLC ..OR'�w`�c Ate,_ � � 'VrtY OF T EN I N&S ON TOP OF OPE MA 71 1 FECEWEE roe 2 ' ! Bi .• 15 SAO•!" G �i� �-•�- F r-. n.. .r ✓i. .E L T 'r i Cl-EAR =- ✓ /' : ; F • G.^. OR rv22 A � F OQ A$..E AR -Jc ✓= A . ER FOR PAT; - PANE_ AND _ rti" �Q,`A'E BRA: , VG : E IF ER TRA`! NO' i • _�_A� ART A♦„� 1• z , . L • \ . • yr '� '.r M 4 _ p _ B v AS NE — V FOR =.E\ �•�� �-r v _ .0 =59 is =0 a z C%e Ajr 2 -E ' -- 500 ac.r N -,7R`� ... _ -� - r W ;r ASLE Ac - _ - -- wZV C , n _ B _ .- _ 5 TRAY ALJGNK4EW A. - oPT • O� vrE:...i . NG GONF , &JRATi ON s ` CABLE TRAY BRACE 7 CABLE TRAY BRACE AT AlSLE lob �. F r -. . - ..� _.�,+ • ate. .�.- .�- �...+- AO..•�..t •-�+ "� """'+.r.� t • r -�. ..- �-. - -- �^�w..� -� _ - ..—w�- •�.� --�• .�......•..w..+ -- w..e -.� .�._ ..jai �... -.�r•� r oPT • O� vrE:...i . NG GONF , &JRATi ON s ` CABLE TRAY BRACE 7 CABLE TRAY BRACE AT AlSLE lob �. q �� �, V `A A TOP DETAIL F r -. . - ..� _.�,+ • ate. .�.- .�- �...+- AO..•�..t •-�+ "� """'+.r.� t • r -�. ..- �-. - -- �^�w..� -� _ - ..—w�- •�.� --�• .�......•..w..+ -- w..e -.� .�._ ..jai �... -.�r•� q �� �, V `A A TOP DETAIL L 1 TOP OF GAB t ( AFF) TOP OF GAB TOP OF RAISED FLR 0" (REF ELEVATION; SLAB ON GRADE (3) DBL 5TRUT5, REF DETAIL 5/A2 2 HOLE CORNER ANGLE T4 P1068 (UNI STRUT) BI O I (B -LINE) SINGLE STRUT (522) LEDGER TO CLEAR TOP OF CABINET. h" x L�" x 2" CLIP TO CABINETS (N) 12 GAUGE 5TRUCTURAL SUPPORT FRAME. 51M TO DETAIL I /A2 COLUMN/BRACE DETAIL. (E) 30" ACCE55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD (N) ADDITIONAL ANCHORAGE (2) 3 /e° DIA. HILTI KBII W/ 4" EMBED CABLE TRAY BRACE AT END ' SCALE: 1 /2" 1 -0" rTERNATE VERIFY TERMINATI i DETA L , AFF) �— - - - - - -- �� - BOT OF TRAY 1 - i I d� M,,,- 12 - �A�_ FOcc i : AEi.,.` ALTERNATE 5LOTTED BOTTOM GABLE TERMI NATION TRAY OR WIRE FLEX TRAY, DETAIL REF PLANS FOR EXACT 13` - (10' -8" AFF) CONDITION. Aw BOT OF TRAY 1 - EA2 �i Q _ (g AFF) i SIM - SOT OF TRAY / ALTERNATE BRAG ING (TOP AND BOTTOM) DIRECTION A ,H LOG ATI ON TYP _ (N) 12 6AvGE 5 T Ra.,,TURAL DI.AGONALlBRAGE 322 (S - LINE) ' 000 (UN 15TRUT OR APPROVED EOUAi. ti I GAUGE 5TT?LrGT'iJR A:. 5U1 FRAME OR OR AFN R.i JE✓ E,X A - _1 OR 1 :A-2 M NOT USED SCALE: 111 = 1 ' _ O SLOTTED BOTTOM GABLE TRAY OR W 1 RE FLEX TRAY, REF PLANS FOR EXACT Z - 5 1 I CONDITION. TOP 5TRUGTURAL STRUT MAY BE = VERIFY CANTELEVERED 1' -7 MAX EACH SINGLE STRUT, AND 30" MAX INI TH DOUBLE 5TRUT PROVIDED A CONTINUOUS PIECE 15 INSTALLED. SIM TO DETAIL 2/A2 _ I� -0' = OG SPAG S& FOR t SIM ALTEr"LkiATE BRAG i W5 DIRECTION EACH 1_v^GAT,ON T ;'P. (*N I2 SAL47E STR , ,e -f RA._ SUPPORT FRAME 322 A 522D 0R 5: 2 + 5-_ E 0;00! OR o550G LJN 5"R,- OR APPROrVED E?X kL I OR 1 :>� Dom. � Do ; 0 0 - s - _GAD i �A 3 NOT USED SCALE: 1 /2" l'-O" ;�� �� -�. �hc•��sE 2 4 ` GABLE TfiAY BRACE CAELE T RAY BRACE "_ � CABUE TRAY BRACE SC A LE, - t -C' S A LE. ' , 46 I �• "NLL M 1245 PEAR AIENUE MOUNTAIN V IEW CA, 84043 -1431 (650) 335 -1ggO • FAX (650) 335 - I q88 105 EAST PINE 5TREET M155OULA MONTANA, 5g602 V (40(0) X21 -5436 FAX: (406) '721-5-7 1 1 .�� �,OhA CO f %'t SC n c1~ p 2 Ci+ C` T�`c�v i •r J W Z N O �V cn W o _ -c ' - o _ ,. — � Ln F J 0 d N . 0 .. Ll J W I L ZCV S' � � Q l.� I '1010111 .�h 5R�1DE I ff1 1 0 0 O SL.'� s+��,:- ;�� �� -�. �hc•��sE 2 4 ` GABLE TfiAY BRACE CAELE T RAY BRACE "_ � CABUE TRAY BRACE SC A LE, - t -C' S A LE. ' , 46 I �• "NLL M 1245 PEAR AIENUE MOUNTAIN V IEW CA, 84043 -1431 (650) 335 -1ggO • FAX (650) 335 - I q88 105 EAST PINE 5TREET M155OULA MONTANA, 5g602 V (40(0) X21 -5436 FAX: (406) '721-5-7 1 1 .�� �,OhA CO f %'t SC n c1~ p 2 Ci+ C` T�`c�v i 2 ..w l •r J W Z N O �V cn W o Wm o I Z � Ln F J 0 d N 0 .. Ll J W COQ L 2 ..w l N O Lo w ° J W Z N cn o cis Q M o wWZ M 0 V W J 0 m I 00 J Q � W W Q as 0 I" oc c v W J WES c o WZ wo Z Z. v L �� a O 0 L V 1 ' : O Z h 0 8 8 O h r; Zy m2 { c _ „ �' r --- _ ,�._ .� -��- -�`__. _. , ..r.. —�- .•r+ ••�,.'.. .w- N,.-�. '.�. w�- .... wry �ww -���.. - ..�..w�.�� +- ..+aa+w--- +vr- �"'�._.. ....- ..+'w` +-� +..ems -= s.. - :w�... - ..�.� -+. +...rte ••a.,,,,..� � -. V NGLE 'TROT (522) UP TO 8' AI5LE AIDTH. SLOTTED BOTT GABLE TRAY OR ^IRE FLEX TRAY Ito GA, 2x2x2 ANGLE W1TH (2 * 12 5ELF TAP i NG SCREWS EACH SIDE TYP 51M (Ni 12 GAu6E STRi1GTURAL SLIPP D 1 A60NAL B22A, 822D OR B12 (`$- A_•.NE) PIOO± OR P5500 ; UN; STRUT' OR APPRO • /ED EOU AL I ! OR lJ DBL. D$i__ A`TER'rAT` SR.A :.'W "JP AND E?C'T .' . D :REGT ON EAC" r_0 : A-� ON TYP. (ti ;2 vA.r6E S et., = IJIJ%lE. I! x A_4OR5=0Q 5 "%A rt 50 C — ,AEG ►+CfcASE _ -. • ✓ A 7 I V) wWZ Qo F J 0 d II _Z = I Ll F— � COQ ZCV S' � � Q l.� O O mot - LZ_` rn F— U Z W J V �� a O 0 L V 1 ' : O Z h 0 8 8 O h r; Zy m2 { c _ „ �' r --- _ ,�._ .� -��- -�`__. _. , ..r.. —�- .•r+ ••�,.'.. .w- N,.-�. '.�. w�- .... wry �ww -���.. - ..�..w�.�� +- ..+aa+w--- +vr- �"'�._.. ....- ..+'w` +-� +..ems -= s.. - :w�... - ..�.� -+. +...rte ••a.,,,,..� � -. V NGLE 'TROT (522) UP TO 8' AI5LE AIDTH. SLOTTED BOTT GABLE TRAY OR ^IRE FLEX TRAY Ito GA, 2x2x2 ANGLE W1TH (2 * 12 5ELF TAP i NG SCREWS EACH SIDE TYP 51M (Ni 12 GAu6E STRi1GTURAL SLIPP D 1 A60NAL B22A, 822D OR B12 (`$- A_•.NE) PIOO± OR P5500 ; UN; STRUT' OR APPRO • /ED EOU AL I ! OR lJ DBL. D$i__ A`TER'rAT` SR.A :.'W "JP AND E?C'T .' . D :REGT ON EAC" r_0 : A-� ON TYP. (ti ;2 vA.r6E S et., = IJIJ%lE. I! x A_4OR5=0Q 5 "%A rt 50 C — ,AEG ►+CfcASE _ -. • ✓ A 7