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Permit D05-077 - MICROSOFT - CABLE TRAYS AND SUPPORTS
MICROSOFT 3433 S 120 PL D05-077 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 1023049069 Address: 3433 S 120 PL TUKW Suite No: Tenant: Name: MICROSOFT 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 * *372N0 Permit Number: Issue Date: Permit Expires On: Phone: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -077 05/26/2005 11/22/2005 Phone: 650 335 -1990 Phone: 206 762 -3311 Expiration Date: 01 /02/2006 DESCRIPTION OF WORK: PROVIDE CABLE TRAYS AND SUPPORTS BETWEEN TELCO A AND COLO 1 ROW 6 Value of Construction: $30,000.00 Fees Collected: $908.01 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2003 Type of Construction: VA Occupancy per IBC: 0010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N 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 -077 Printed: 05 -26 -2005 Z F= �W fOQQ: � JU 00 N CO) J CO) U. w O ILL ¢ co = a �w Z� i~ 0. Z�_ W 2 5 U O N, � H w w O, w Z E- H O Z � O{ Z N �2 ,a ad •4jN'NN.wMM. JR 1908 City G. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.wkwilama.us Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D05 -077 05/26/2005 11/22/2005 Permit Center Authorized Signature: Date: 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 perm it. Signature: /�,� --- Date: Print Name: ��'" �'� C'o 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. ZZ S Z' w w J U 0 0 , N 0. U) =' J �- n L; w O: 2 �' 9 J LL- _. co d . =w H 1: O; Z f- 5- O N: ; C) F.-. LU LL. O' Z U� O Z �g City of Tukwila Department of Community Development/ 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 1023049069 Address: 3433 S 120 PL TUKW Suite No: Tenant: MICROSOFT Permit Number: Status: Applied Date: Issue Date: DOS -077 ISSUED 03/09/2005 05/26/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 6: ** *FIRE DEPARTMENT CONDITIONS * ** 7: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 8: 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) 9: 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) 10: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 12: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 13: This review limited to speculative tenant space only - special lire permits may be necessary depending on detailed description of intended use. 14: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doc. Conditions D05 -077 Printed: 05 -26 -2005 Z ; -w. �2 L) 0, N to W J � N LL w O U . = �w z� t-- O z ►- 7.5 U� O � O F- wW LL O w z U= O f " Z i t M'M'X Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 such condition or violation. 15: 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 ** W U U Os AD O w =: J '.. N .LL! W O J; CO D _0 H =; t- O` Z F-: . W W:. = U ;O �. ,W Ut H V -: U. 0,, W Z; , U N; r~ F' O Z' Er City of T ukw il a Department of Community Development 16300 Southcenter BL, Suite 100 I 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: Date. f Print Name: ah k, h &,a i z' i i. 1 't a I w i doe: Conditions D05 -077 Printed: 05 -26 -2005 Z w U 0 CO) 0 Nw w =: J � N lJ,. - UJ 01 LL CO) a W z� F. O, z f- w w, r0 N, W LLl O` 111 Z' U N ' H =� OF tta, w s i 1 J t i . CITY OF TUKWILA Community Development p artment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print" 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: M i c r o s o f t New Tenant: ❑ .... Yes ®..No Property Owners Name: I n t e r n a t i o n a l Gateway E a s t' L LL Mailing Address: 12201 Tukwila International Way Seattle, WA 98168 City State Zip Name: Brian B. Lawry Day Telephone: 650 - 335 -1990 Mailing Address: 1245 Pear Avenue Mountain View, CA 94043 bblawry@gpdinc.com city 650-335-1988 1 1zip E -Mail Address: Fax Number: Company Name: M c K i n s t r Mailing Address: 5009 3rd Avenue South Seattle, WA 98134 City State Zip Contact Person: Danny Horto 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 ** ARCuHITEZ' OF'1'RECQRD "' Allrplans must be wet stamped li Architect ojf Record 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 �I� .,All plans � .j l. be,�vet stamped by l�ng!ncerlofRecor`cY� t h 7.��... n 1 Y � I: .t sl y' t lv t *I 't I l . Company Name: Mailing Address City State Zip Contact Person: Day Telephone: E -Mail Address: \permits plus\icc changes \permit application (7 -2004) Page 1 Fax Number: ta. '•t i ..,ti; %.. ::..,%,n:.t:..:d',n <..a.+a.:.a : wc..us N�,tt`.:E..,. .,:.ti,:i... «:i» ..f irSSU• iw i$ a.• ilx::. l :li:.'i*�•�'Y#.�?::a actw: +L'rri4+':rnv: S'..:[: Sd Z H- Z �W QQ JU U = W t— NLL WO LL j V = W Z F_.- - F— O Z �5 U� a !_ W W H� ti O .. Z W U= O Z , $uil MgI Pere, 10 , 1 :Mechanical .Permit r10 ; ' ;Public Works,Perrnrt No { (Vor o 1Ce ;r Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print" King Co Assessor's Tax No.: 10.2 3 0 4 — 9 0 6 9 Site Address: 3433 South 120th Place Suite Number: Floor: 1 Tenant Name: M i c r o s o f t New Tenant: ❑ .... Yes ®..No Property Owners Name: I n t e r n a t i o n a l Gateway E a s t' L LL Mailing Address: 12201 Tukwila International Way Seattle, WA 98168 City State Zip Name: Brian B. Lawry Day Telephone: 650 - 335 -1990 Mailing Address: 1245 Pear Avenue Mountain View, CA 94043 bblawry@gpdinc.com city 650-335-1988 1 1zip E -Mail Address: Fax Number: Company Name: M c K i n s t r Mailing Address: 5009 3rd Avenue South Seattle, WA 98134 City State Zip Contact Person: Danny Horto Day Telephone: 206-832-8138 E -Mail Address: DanHo@McKinstry.com Fax Number: 206-832-8592 Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCuHITEZ' OF'1'RECQRD "' Allrplans must be wet stamped li Architect ojf Record Company Name: Gordon — Prill, Inc.... Mailing Address: 1245 Pear Avenue Mountain View, CA 94043 City State Zip Contact Person: Brian B. Lawry Day Telephone: 650-335-1990 E -Mail Address: bblawry@gpdinc.com Fax Number: 650-335-1988 �I� .,All plans � .j l. be,�vet stamped by l�ng!ncerlofRecor`cY� t h 7.��... n 1 Y � I: .t sl y' t lv t *I 't I l . Company Name: Mailing Address City State Zip Contact Person: Day Telephone: E -Mail Address: \permits plus\icc changes \permit application (7 -2004) Page 1 Fax Number: ta. '•t i ..,ti; %.. ::..,%,n:.t:..:d',n <..a.+a.:.a : wc..us N�,tt`.:E..,. .,:.ti,:i... «:i» ..f irSSU• iw i$ a.• ilx::. l :li:.'i*�•�'Y#.�?::a actw: +L'rri4+':rnv: S'..:[: Sd Z H- Z �W QQ JU U = W t— NLL WO LL j V = W Z F_.- - F— O Z �5 U� a !_ W W H� ti O .. Z W U= O Z 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: Single - family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 9 -- 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 I1 paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changeslpermit application (7•2004) Page 2 Z '~ W 0 N a _L �. O � 4 LL ?. N Cy W Z F.- F— O UJ Z F— �5 �0 O N O H WW HL) 11- .. Z W U= . O Z Existing Interior Remodel Addition to Existing Structure. New Type of Construction .. er IBC ' Type of Occupancy per IBC 1n Floor:.. 116 , 0 7 9 2nd Floor ;:Floors ' thru ase men t"_ Accessory Structure .% Attached Garage. Detached Garage - Attached: Car pot - Detached Carport. CoYered:Deck - . 'tJncoviered Deck PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 9 -- 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 I1 paper indicating quantities and Material Safety Data Sheets. \permits plus\icc changeslpermit application (7•2004) Page 2 Z '~ W 0 N a _L �. O � 4 LL ?. N Cy W Z F.- F— O UJ Z F— �5 �0 O N O H WW HL) 11- .. Z W U= . O Z 9 c i t f Call before you Dig: 1 -500- 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 ❑ ... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate El ... Sewer Availability Provided El.. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ... Traffic Impact Analysis ❑ ...Bond - El.. Insurance El.. Easements) ❑ .. 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 ❑ .. 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 ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ... Water Only Meter Size............ WO# ❑ ...Deduct Water Meter Size ........ ❑ ...Sewer Main Extension ............ Public Private ❑ ... Water Main Extension ............. Public Private FINANCE INFORMATION Fire Line Size at Property Line _ ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) ❑ ... Sewage Treatment Day Telephone: Mailing Address: City .State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip %permits pluslicc changes\pertnit application (7 -2004) Page 3 Z iH Z' J U 0 CO) J = H �LL WO J LL CO) = W' Z H. �- O W U� Ljj O ca ID H, W W =U LL ~O. W Z CO H =. O Z scope of worK (please provide detailed i— ormation): MECIAr1ICAL PERMITINFO: IATYON 206A313.6 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ... Replacement..... ❑ Commercial: New .... ❑ Replacement..... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit'T e: Qty Unit T e: Qty. Unit Type: Qty Boiler/Compressor Q Furnace <100K BTU Air Handling Unit >10,000 Fire Damper 0 -3 HP /100,000 BTU CFM Furnace>100K BTU Evaporator Cooler Diffuser - 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected Thermostat 15 -30 HP /1,000,000 BTU to Single Duct Suspended/Wall/Floor Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Mounted Heater Appliance Vent Hood and Duct Water Heater 50+ HP /1,750,000 BTU Repair or Addition to Incinerator - Domestic Emergency Heat/Refrig/Cooling Generator System Air Handling Unit Incinerator — Comm/Ind Other Mechanical <10,000 CFM Equipment PERMIT APPLICATIQN NOTES A pp., Ica to all per><nl<ts ><n th><s`application P 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 1 Date: .� '41 xJ Print Name: B r B. wry Day Telephone: 650-335-1990 Mailing Address: 2 45 ear Avenue Mountain View, CA 94043 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: \permits plus\icc changes \permit application (7.2004) Page 4 Z ;F— Z �W QQ J U U O W W C0 W W O LL N d = W F- _ 10 Z F- W D ON t] F- WW F- F- U_ O .. Z W co O Z 19"08 Ci of Tukwila i i 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Payee: MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Amount _ - - - -- Method Description - - - - -- Payment Check 7476 552.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 547.58 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 552.08 3558 05/26 OR16 TOTAL 1986-3 doc: Receipt Printed: 05 -26 -2005 Z W JU 00 to W J = i~ N u_; W O LL CO) d I W z =. 'Z F- 2 W 'O Ni ,0 2 V` tLI Z U 0) O ~` Z �: � RECEIPT Parcel No.: 1023049069 Permit Number D05 -077 Address: 3433 S 120 PL TUKW Status: APPROVED Suite No: Applied Date: 03/09/2005 Applicant: MICROSOFT Issue Date: Receipt No.: R05 -00770 Payment Amount: 552.08 Initials: SKS Payment Date: 05/26/2005 09:35 AM User ID: 1165 Balance: $0.00 Payee: MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Amount _ - - - -- Method Description - - - - -- Payment Check 7476 552.08 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 547.58 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 552.08 3558 05/26 OR16 TOTAL 1986-3 doc: Receipt Printed: 05 -26 -2005 Z W JU 00 to W J = i~ N u_; W O LL CO) d I W z =. 'Z F- 2 W 'O Ni ,0 2 V` tLI Z U 0) O ~` Z �: � City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 1023049069 Address: 3411 S 120 PL TUKW Suite No: Applicant: MICROSOFT Permit Number: Status: Applied Date: Issue Date: D05 -077 PENDING 03/09/2005 Receipt No.: ROS -00343 Initials: SKS User ID: 1165 Payment Amount: Payment Date: Balance: 355.93 03/09/2005 03:22 PM $552.08 Payee: GORDON -PRILL INC TRANSACTION LIST: Type Amount - - - - -- Method Description - - - - -- Payment Check 1631 355.93 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 355.93 Total: 355.93 0728 03/09 9716 TOTAL 355.93 doc: Receipt Printed: 03 -09 -2005 z Z LLV 2 : J LY U O, CO)o C3 w: W =: co) LL w O 9 LL N CY H= Z z� U O1 , N; o F.- Lu H V'. tll Z: U co i= H .O Z � INSPECTION RECORD � Retain a copy with permit IAJ INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of I spection: Addres ,2 S 70 Date ailed: 7 os Special Instructions: A; 7 Date Wanted: Requester: Phone No: aD -��5 - 5 Approved per applicable codes. Corrections required prior to approval. COM ENTS: A; 7 0 fE / I■ I. Prior to fee must be 100. Call to sechedule reinspection. 11 Z iF' Z , � JU U O. co o co Ill co LL� J � W O. E i U_ a N d = W ' HO W U J �p U O rn'. U (— W LiJ. u- —O U.I Z co Z r INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER NO. A ga CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E orrections required prior to approval. r Pr ct: -,, L Type of Inspe � - l Address: Date Called: Special 1 ructions: Date Wanted: Requ it - � /� dU PhrmN-o Z �W JU 0 UO. J � LL W O` J LL _. N CY = W Z F-. Z 0 LLI 5 U. =U LL 0 Z' Z i i i r 1906 City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief. TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r 5 0 Authorize�ignature Date ` FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z w W Q Ng JD UO cf) J = F- cl) LL W } 0 O �J LL. Q co = �W Z H F- O z F- W W D O CO) D I- W H u. O .. z w U= O z p! FRE W" P®rm"t a'` n, STRUCTURAL CALCULATIONS Microsoft CoLo COMM TRAYS Tukwila, Washington DADS -D77 March 8, 2005 PREPARED BY: AEGIS ENGINEERING, INC. 700 SW Higgins Suite 200 Missoula, Montana 59803 1- 406 - 829 -3300 RECEIVED CITY OF TUKWILA MAR 0 9 2005 PERMIT CENTER D050"077 REVREWED FOR CODE COMPLIANCE p,PrIj PI'Wr APP � 1 ZQ06 Z Z '. W C . J U: UO N o� V w w =, CO) LL, w O; 2 QQ I OC -� w a: d` =w z �.. �o z i- D o" w W �. z \ C 0 O Ch O 0 O r 0 N 6 CD O n O 7 CD M r.. CA ENGINEERING A giS INCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA MONTANA 59803 JOB 0 ` 5 1 a2 & SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE SCALE t4 L) Z j}- Z W Q 2 JU UO N O W = J S2 u- W u. N �. W Z F.. 1--o Z F- W UJ 25 U to 0 I- W W HU IL O Z. 111 U =; O Z �n i. :f 1 i LATERAL FORCE ON ELEMENTS Per IBC 1621.1.4 ,Job #: 05100016 Engr: DEH Location: TUKWILA TRAY Fp= 0.4 * ap *S (1 + 2 *(zlh))Wp RdI Fp= �. ' W P Fp= 4lbs Not Greater Than: Fp= 1.6 * SDS * IP * WP Fp=1MjMWp Fp= 29lbs Not Less Than: Fp= 0.3 *S *Ip *Wp FP= rt `. WP Fp= 5lbs Vertical Component= F 0.2 *S *W F = 4 Ibs 3lbs w.s. Overturning Moment M 1 ft - Ibs Mot 1 ft W.S aP Sds ip= R h= WP h bps Fp= LRFD l WS 2 :z Z w o 2. J U" UQ .w = J U. w 0 J; U. wd W. z� �o w .25 o �- 2U O w z U— H H'' O Z .': rA e giS ENGINEERING INCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS, SUITE 200 MISSOULA• MONTANA 59803 (406) 829-3300 FAX (406) 549-3701 I I 14 Ir JOB 015 / V SHEET NO. 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OF CALCULATED BY DATE CHECKED BY DATE SCALE Z Q Z �W QQ JU U O co) LLJ J � lL, WD } �J LL �W z �.. zo W �p LLJ U O N OH .W W � O LLI Z U= O ~' Z I—mo I A O MEN Elm 0 M n" IN 0 0 MEN ON E ■ e MEN 0 MENNEN 0 M MENNEN i MEN ME NJ mommomm mom MENEM MEMMEMM OMEN m MENOMONEE 0 OMEN MEMO MEN M 0 mom 00 No ENE mom 0 0 0 I I m ME EVEN c _ I m NOMEN M ONE No is M N NO 914 1 M- MENNEN IN 11 I In- SO MEMO mom mom MOEN w Noma Z Q Z �W QQ JU U O co) LLJ J � lL, WD } �J LL �W z �.. zo W �p LLJ U O N OH .W W � O LLI Z U= O ~' Z i ^.. 2 Company : Aegis Engineering Incorporated Mar 5, 2005 Designer : Dan Hogan 12:51 PM FO Job Number : 0510016 TYP AISLE BRACE Checked By: ' Global I raa 1 � Hot Rolled Steel Code Dis ay Sections for Member Caics 5 • • D.�13�iEl�u+ �. z .,,�_ ..... t t ; '��3i�,-�"r -ti J,.I } v, : ib (` <r rp 'J` �i' !r r �L •�S.'�1 t I L • l. :+'..l' 1��..i �...t. ?... ��w.,: r .a'v1.Y1ir�`t:Zl -F 9MIN WOM, t a. ih-i15er Cal. < �r17 �a7KW' �' Concrete Code Include Shear Deformation Yes Y�+ �f i � .;7rj �,._ # .a P -Delta Analysis Tolerance 0.50% 'ir/�...if.'.� S 'k33 ± :�iY:+.a�. iL • ..5 � _ - I raa 1 � Hot Rolled Steel Code , �!c �w Jt ;3 ^- S ^:s: ", lus a °JL?°:JS.. +C u .ttKQSG • • D.�13�iEl�u+ �. z .,,�_ ..... t t ; '��3i�,-�"r -ti J,.I } v, : ib (` <r rp 'J` �i' !r r �L •�S.'�1 t I L • l. :+'..l' 1��..i �...t. ?... ��w.,: r .a'v1.Y1ir�`t:Zl -F � � %gyp }:1.. ±,. . i • F rarn i nn Warn < �r17 �a7KW' �' Concrete Code .� �., , ... , .s;, �••< ^� s r �a ��,�.•tz7+m�efy�y `1 g�! � t.J�,`. , �!c �w Jt ;3 ^- S ^:s: ", 1 0.i J 9�Fc7f,`Z ���.t�i� !.._i...J:�...1 d.�J.S. ����.a �tl( L9LS.:. ��u ii��r<, �> �C oncrete Stress Block v r:'y,. 7� „j.' �* d�. �u. e. ��ihis: a”; �q .�:i: - -:� - • �. z .,,�_ ..... t t ; '��3i�,-�"r -ti J,.I } v, : ib (` <r rp 'J` �i' !r r �L •�S.'�1 t I L • l. :+'..l' 1��..i �...t. ?... ��w.,: r .a'v1.Y1ir�`t:Zl -F � � %gyp }:1.. ±,. . i • F rarn i nn Warn • .7';1"t'� y yy 1^-y �;, „. i• a'��'�'��'j . ti �q� J�i1`i+ t v 1'S'/.SY �.� ?:� f`t'•, fi' Y� L :�.:A �} t k - '12 :'A .'ul: , .1 1712.: �: 5 k r ' ;ty I 'LL >_. ,�vl� � :: L �.ti Ail 7 �,,�yl ° :S.i7` . �. X l r �:.. ,r •5 r, a General Material Properties General Section Sets Label Shape Type Material A Fin2l 1 (90.270) Fin4l 10 1 in 4 F 717F 81000 1 1 None I aen Steel .185 1 .185 .236 Joint Coordinates and Temperatures Joint Boundary Conditions Wm I aK.l V f411n1 V nr 11n1 Rnfafinnnt_ff /mrfl RISA -2D Version 6.0 [S:\ 0510016 \Calculations \TYPAISLE.r2d] - Page 1 �i 1 z Z �w u� D UO ND J F-- CO LL W 0 C L a V/ = cr F- W Z i;- F- O w LLJ U ON 0H W H� �- O z U= O F ' z - r • r - • g � MR M ' W p ' a R i n f �u • • + s' + u},a '?3ii Gr�t�' ja Y�+ �f i � .;7rj �,._ ' ' 1 �` F � 1 ��Q+:tf� '•'t 'i.`I • �4$�itE.�' . ' �.t a3iflit+tin.. , � i; o . 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Z F- Z JU U 0 wo 0 w W M J F- U) LL w U- D S20 X � Uj z :r 0 z �- Uj Uj 2 5 D 0 L) (n 0 01-- W W X F- LL ui Z 0 F- Z N ta4 Company Aegis Engineering Incorporated Designer Dan Hogan Job Number 0510016 TYP AISLE BRACE Mar 5,2005 12:51 PM Checked By:_ /0 Envetwe Member Section Forces (Continued) Member Sec Axial k Ic Shear[k] Ic Moment[K-ftl Ic r RISA-2D Version 6.0 [S:\0510016\Calculations\TYPAISLE.r2d] Page 4 z z L) 00 to 0 J COW C WO G QQ U- < v) :D Z X F.- 0 z �- Ul Uj 0 L) to 0- 0 H U j 0 LL 0 z W CO 0 O ~ z r. _; 43 2 max .019 2 .015 1 .01 1 • 7-77-5 45 3 max .019 .015 1 .002 1 - 2 47 4 max .019 2 .015 1 .01 2 1 XWOMMOMM" ANOW MMM"M NX4 W 4VINUIP 49 5 max .019 2 ..015 1 .017 2 , . �TA' 11" "If 15 0 liV "TR 3 51 M6 1 max .006 1 .013 2 .017 2 53 2 max .006 1 .013 2 .011 2 99-M Ow, MONUMM 4Wlv6"9E`U N1. 1 ".190 55 3 max .006 1 .013 2 .005 2 b Mli2ftk W-M.F.W ilql; 57 4 max .006 1 .013 2 -.001 1 %Tf It -:00 WMMO 9M 59 5 max .006 1 .013 2 .003 1 E61 11 n o 1 WORM WMM .11 1 M7 I max .337 1 .006 1 .003 1 W' '68 M-d 00000 ft 1 -Mb-6-91 A - ' - M2. 63 2 max .337 1 .006 1 0 1 Ma W F ig ; ON � MO-560" WIMMAMMINdly-MA 65 3 max .337 1 .006 1 .001 2 a a MAMW -mom v 40-1 Ma 9�2 99 T, ffy.' 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Y '083, V 61 It MM -k 97 4 max .039 1 0 1 0 1 W W 99 , .�li o l: W - - I 5 max .039 1 0 1 0 1 � RISA-2D Version 6.0 [S:\0510016\Calculations\TYPAISLE.r2d] Page 4 z z L) 00 to 0 J COW C WO G QQ U- < v) :D Z X F.- 0 z �- Ul Uj 0 L) to 0- 0 H U j 0 LL 0 z W CO 0 O ~ z r. _; Company : Aegis Engineering Incorporated Mar 5, 2005 Designer : Dan Hogan 12:51 PM Job Number : 0510016 TYP AISLE BRACE Checked By: Envelope Member Section Forces (Continued) S Axial l 15M Ic_ Shear l 03,jk i� l , Moment - W a " Maw I MEMNON M4 RISA-2D Version 6.0 [S:\0510016\Calculations\TYPAISLE.r2d] Page 5 anzamm Z Fz. W U 00 to j3; U) W. L4 1: CO U. 0 LL D CY UJI. O 0. W LLI 2 5 D Cl U co 0—� W W O. Z, cl): 0 :z r � -� RISA-2D Version 6.0 [S:\0510016\Calculations\TYPAISLE.r2d] Page 5 anzamm Z Fz. W U 00 to j3; U) W. L4 1: CO U. 0 LL D CY UJI. O 0. W LLI 2 5 D Cl U co 0—� W W O. 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OF- CALCULATED BY DATE CHECKED BY DATE SCALE INN N o 1 0 IN M 0 MINES 0 IM mommsi 0 MINE 0 0 m ON IN ON ON go O NE= No I No Emmomi mo l Ml MENEM MON so MENNOMMINNIM ME MEN MONO IMMENSE IN 0 1 NOW MIMEN MENEM ME IM MONO ON No MEN IMMINE Ml NONE No IN IMMINIMMINE m Ml MINIM mi 0 IN MINES IMMIS IME IN MEMO 0 IM NO IMIMMINE No mi IN 0 ONE SIENESE I No rl 0 MEN MOMINIMEMISIMMISIM EE m mmomm mmmmm EEM Ml i MEMO mmm mom m momm INE IN MEMO mmmm mmmmm MIM NMI I ME ME 10 ME ON ON OEM ml imm ON 0 1 ENO m 1mom mom M 0 I Ml Ml ON mmmmmmmmm NONE N mmmm m mmmml 10 Ml MEN il 0 IM MINE M IN IM IN IM IN IN ME IN Ml Ml 7 7,7M Z w 00 W LL W O LL 3: w Z 0� 1-- LLJ 5 co) 0 W L u" LL Z 15 O X 1-- Z /SaQ1 r � w W. r. Company Aegis Engineering Incorporated Mar 5, 2005 Designer Dan Hogan 1:04 PM Job Number : 05100 W A SUPPORT Checked By: i Global . .. MM ( - � y� t - F . 7 p � � r" int�1,y, 6Adl:lAA'5I1�4A�:1.�718 :4ka.:(+ 0 0 ti d. • ): LtA� �'� � JRlf '.�'+'��''` F{ � 1 ' ���Yb1 S. SwS� '..�i�•. 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OF CALCULATED BY DATE CHECKED BY DATE SCALE Z Z ui 2 00 co W �- co) u- U J 0 2� 9-1 u. co yo I .- LLI m Z 1-- l 0 '- z �- Lu 5 cf) WW x I .- o 1-- llJ LL 0 Z cl) Z m ON No 0 mom 0 0 NJ MOM 0 ic No mool mi 0 mm, NMI Eno 191m 1 � No ENE 0 Z Z ui 2 00 co W �- co) u- U J 0 2� 9-1 u. co yo I .- LLI m Z 1-- l 0 '- z �- Lu 5 cf) WW x I .- o 1-- llJ LL 0 Z cl) Z ENGINEERING (A.e As INCORPORATED STRUCTURAL ENGINEERING 700 SW HIGGINS. SUITE 200 • MISSOULA, MONTANA 59803 (406) 829 -3300 FAX (406) 549-3701 J j JOB 0 t5leQ91ey CO, SHEET NO. OF- CALCULATED By f DATE CHECKED BY DATE SCALE Z Z LLI JU Uo cl) V) Ill 3: J 1— N LL' cW 0 LL co) :D cy W 0 z I!— D ! LU Lu X L) u. z co) O Z ■ 0 NOMINEE M moomm INN 0 0 M M ME 1 0 0 0 OMEN 1 0 MEN M ROMMIM mommomomm mom NONE mm NONE MONSOON M mom M mom ON M M M M mom M 0 M ME 0 mom 0 ON ME ON No MOM M on No ON 00 M 0 m 0 0 MINN M mom ME M I Z Z LLI JU Uo cl) V) Ill 3: J 1— N LL' cW 0 LL co) :D cy W 0 z I!— D ! LU Lu X L) u. z co) O Z LATERAL FORCE ON ELEMENTS Per IBC 1621.1.4 Job#:05100016 Engr: DEH Location: TUKWILA ACCESS FLOOR Fp= 0 . 4* ap * SDS 0 + 2*(zlh))Wp RdI Fp=EMWP Fp= 16 lb s Not Greater Than: Fp= 1 . 6* SDS * IP * WP Fp= j&PR Fp= 94lbs Not Less Than: Fp= 0 . 3* SDS * IP * WP Fp=l W Fp= 18 lbs Vertical Component= F . F = 12 lbs Overturning Moment M.i= 83 ft-lbs Mot= 59 ft-lbs W.S. ap = Sds 1p= RP Z = h= W P = h b F p= &,qffl L"D " W& -0 LRFD 13 lbs WS I el z Z W: D JU 0 0: to 0:: �(1) U1 LU LL� w -j U. < (D D: CY W Z �- O� Z E-: W Uj : 5, iO LLI w tip O� Z CO) "' COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -077 DATE: 03 -09 -05 PROJECT NAME: MICROSOFT SITE ADDRESS: 3433 SOUTH 120 PLACE X Original Plan Submittal _Response to Incomplete Letter # _Response to Correction Letter # Revision # after /before permit is issued DEP R M TS: $h AWG 3-10 -04 r 0.4. 546. Bu' Division • Fire Prevention �] P Wing Division Q Publica(V_or Mg. •�� Structural El Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -10 -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: TOES /THURS 7Structural TING: Please Route Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions [� Notation: DUE DATE: 04 -07 -05 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing sllp,doc 2.29-02 z �Z '~ w W� U U 0; W i . NLL W J N F=^ _ zP 1 O Z F- W w �5 U� . 0 - F- w h U H u' O ui z U= O z ' MNT LABOR' AND:-U. -D -F 7 C.'Ot j RED*: �k PP.0V1DED*'-GY 7 REGD*S -T J O1,T_ 1. • P T'- -DATE S REGI cco*l:.. MCKIN* 3 7 2NO': D y p i1 6.7 j ........ 7 DATE I . b 3 rEFFECT. 14 7A* P_j Y — Ddach -AMC U=ru 14L;u- ; LA AS F�EC. I S TIIEPE.D* ._�.S ' . PROVID BY ., :. Please Remove C 0 N S T. C 0 N G- CH P� AL - - REGI ST. EXP. D�ITE. - And Sign -- - �M 01/Q2/2006.. Identification. QCOJ _....MCK1 ' N*:�-372 8Ft_E��-IVE i DATE dq/20/1 63 Card -Wore, I MCKINSTAY . -'CO*'' Placing In 5005_.3_1RD,.AVE_,S---,-., Billfold P6,;B X.'2456 7' S SEATTLE WA 7 13 ignature OF LABOR AND INDUSTRIES Issued by DEPARTIlll�. F615-052-000 (8197) certify this to be a true copy of the original Dated this 29th day of December 2003. H_ lo \ S51O/V Notary Public in and for 0 0A the State of Washington rn 00 : IAOTARk ;0, W Residing in Kent CD: vo My commission expires 4-19-07 L p PUBLIC i 0 r fill 7 f 0 P N W 1:1 Z IH Z 0: Uj �L) 0! (00 (0) Uj w (0) U-' Uj 0, M U_ Q. cl) CY UJ Z H 0 Z 1_ LU Uj. 0 �O U. :0 H� Uj 0 ui Z co) X. C.'Ot 1. • y p i1 6.7 7A* P_j Y cj .7 2 P 3 7) — Ddach -AMC U=ru 14L;u- ; LA AS F�EC. I S TIIEPE.D* ._�.S ' . PROVID BY ., :. Please Remove C 0 N S T. C 0 N G- CH P� AL - - REGI ST. EXP. D�ITE. - And Sign -- - �M 01/Q2/2006.. Identification. QCOJ _....MCK1 ' N*:�-372 8Ft_E��-IVE i DATE dq/20/1 63 Card -Wore, I MCKINSTAY . -'CO*'' Placing In 5005_.3_1RD,.AVE_,S---,-., Billfold P6,;B X.'2456 7' S SEATTLE WA 7 13 ignature OF LABOR AND INDUSTRIES Issued by DEPARTIlll�. F615-052-000 (8197) certify this to be a true copy of the original Dated this 29th day of December 2003. H_ lo \ S51O/V Notary Public in and for 0 0A the State of Washington rn 00 : IAOTARk ;0, W Residing in Kent CD: vo My commission expires 4-19-07 L p PUBLIC i 0 r fill 7 f 0 P N W 1:1 Z IH Z 0: Uj �L) 0! (00 (0) Uj w (0) U-' Uj 0, M U_ Q. cl) CY UJ Z H 0 Z 1_ LU Uj. 0 �O U. :0 H� Uj 0 ui Z co) X. DRAWING INDEX A"TEG'TIJR 41. A-0 COVER SHEET A -I ARCHITECTURAL CONSTRUCTION PLAN A -2 ARCHITECTURAL DETAILS ST=IUR& S-I NOT USED t NI�IC��JI1NICrl M -1 NOT USED J AMI'MCAL (EI CTRIGAL WORK UNDER SEPARATE PERMIT) E -I NOT USED CONSTRUCTION PHASING NOT APPLICABLE a No. t2 0 Pbn re'llllyll c'l 7f 1S S1abjed bD el't'+OfS afld 011 0" Appv 10f cm5wi licIda i W13 dm rx t " Oft ft VlO� of or MICROSOFT NETWORK -COLD # 1 COLD 1 AND " INTERNET EXCHANGE A� TRAY INSTALL SERVICE FACILITY ISX - SE 1 INTERGATE EAST 6 1 t opA ' y I '� � ! , •11 , f 11 �� - ' R • r t Sib .�t 61 1M 3 �` �•� c tan vb.! • v 00 ty; %t%b st 1 ti �i9 S Y o ,r > S 12pp, - jr 6 12N d 3t I ; I PR04ECT , ag., LOCATION '.. �_ f J 1 ��► �''IGI�IITY MA AREA OF YNORK BUILDING MAP PROJECT NAME: TENANT IMPROVEMENT FOR MICROSOFT, ABOVE NET AT INTER6ATE EAST 9459 SOUTH 120th PLACE TUKWILA, AA 48168 ZONING: MIGM MANUFAGTUR I N6 I NDIJSTRI Al. GENTER/FIEANY PARCEL 102904 -1064 SITS AREA: r,sges sF SEISMIC CLASSIFI CATIONS: 5EI5MIG USE GROUP: fi (NOLUNIERY UPbRADW SEISMIC DESIGN G ^TE60RY: D 511E GLA55: D ONE 5PGOND PERIOD 51: 40.5A'i SHORT PERI00 55: 140.6AS (FORMERLY UBG ZONE 8) VES16N CO1�E5: 2003 EDITIONS OF: INTERNATIONAL BUILDING GOpE INTERNNTIONAL. FIRE CODE INTERNATIONAL MECHANICAL CODE UNIFORM PLUMBINb GORE 2002 EDITION OF W4TIONAL. ELECTRIC GORE 2005 YWASH. STATE PNER4Y CODE NFPA 75 ELECTRONIC COMPUTER/DATA PR4GE551N6 • :� �i s 3433 SOUTH 120th PLACE TU I 98 168 R CA* PROJECT DATA 5UILaIN6 1;)ATA aaaRess: ABOVE NET 8433 SOUTH 120th PLACE TUKWILAyVA 4 48186 BLI:)67. OWNER INTERNATIONAL 6ATENU►Y EAST, LLG 12201 11JKWIL.A INTERNATIONAL BLVD., 4th FLOOR SEATTLE, WA51iIN6TON 98168 -5121 TEL: (206) 281 -8700 GONTAGTi JOHN SABEY BU I L1;) I NG AREA TOTAL FLOOR: I16p 5F NORTH SERVICE YARD: 6b5q SF SOUTH SERVICE YARD: 9 SF CONSTRUCTION TYPE vn ("PoRraALL,r v - i HR) FULLY SPRINKLERED I -STORY 1 OCCUPANCY FI FACTORY INDUSTRIAL, MODERATE-HAZARD - ELECTRONIC SWITCH bEAR FACILITY PARKING ENTIRE FACILITY ANTICIPATES HOU91N6 /► M/UCIh1JM OF 30 EMPLOYEES AND 90 VISITORS. NUMDER OF P/1RKIN6 SPACES 19 60. (REFER TO A80VEPET LETTER SATED 5/5/00) • S TA TEMENT Y � ANT IMPROVEWNTS TO AN EXISTING TMXCOMMUNICATION W TEN z o FAC ILITY (ELECTRONIC SWITC dEAH). WORK CONSISTS OF: = m 1. INSTALLATION OF GABLE TRAYS (TO MATCH EXISTING) � O 0 o 2. PROJECT AREA: 1400 SF- me '� �„L Me ON•, • O THIS PROJECT 15 SIMILAR TO THE PREVIOUSLY PERMITTED PROJEC IY a 002 -110. THE STRUCTURAL DETAILS ARE THE SAME ®UT HAVE BEEN r WDATED TO ISG REQUIREMENTS. 1245 PEAR A , ✓EhUE r MOUNTAIN �/iEW = P p - C A, q 4045 -1451 Z (650) 335 - I aGiO ao w � L (650) 335 - IQBP o a PESCRIPTION N O IA V o LOT 2 OF SHORT PLAT NO. 185018, AGGORDINIS TO THE SHORT PLAT 105 EAST PINE STREET RECORDED UNDER KIN& COUNTY REGORDIN6 NO. 66032404130t M155OULA o T WITH THAT PORTION OF THE NORTH HALF OF VACATED MONTANA, 5a8O2 50VTH 124th STREET LYING EAST OF THE 50UTHERLY PROwUG nON (406) '721 -5 OF THE NEST LINE OF SAID LOT 2 OF THE SHORT PLAT AND FAX: (406) '121 -5'116 NE5TERLY OF A LINE SEINE 50 FEET NEST OF THE PARALLEL MTH THE NORTHERLY EXIMN51ON Or THE CENTERLINE OF 5 AVENUE o .SOUTH AS LOCATED BY THE PLAT OF RIVERTON* AND TOGETHER n cc WITH THAT PORTION OF VACATED 35th AVENUE SOUTH ADJOINING AS VACATED UNDER CITY OF TUKWILA ORDINANCE NO. 1512, RECORDED UNDER REGORDIN& NO. 4 100 6 11 "HICH, UPON VACATION, ATTACHES TO ° SAID PROPERTY BY OPERATION OF LAW* SITUATE IN THE CITY OF _ TUKWILA, COUNTY OF KIN&, STATE OF WASHIN&TON. O 6ENERAL OT RWI a co (UNI. HE SE NOTED) � I. 'THESE DRAWIN65 HERE PREPARED IN AOCORDAWX WITH THE 2003 INTERNATIONAL BUILDINO CODE (IBC) 2• VERIFY EXISTIN& (E) CONDITIONS ON SITE AND REVIEW MODIFICATIONS REQUIRED TO SUIT I( , CONDITIONS PRIOR TO FABRICATION AND INSTALLATION. INCLUDING UNDERSIDE UTILITY � ,LOCATIONS. z 5. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE AITHOUT THE � USE OF KEY OR ANY 5PECIAL KNOWLEDGE OR EFFORT. DOOR HARDWARE SHALL BE H.G. � A CESSIBLE LEVER TYPE UNO. TELCO EQUIPMENT ROOMS NEED NOT BE H.G. ACCESSIBLE. O V NJ 4. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING 15 OC44PIED WITH LIGHT HAVINis a INTENSITY OF NOT LESS THAN I FOOTCANDLE AT FLOOR LEVEL. v W W 5• YWERE REQUIRED, EXIT 516145 SHALL BE INSTALLED AT REQUIRED EXIT DOORAAYS AND a a V+1ERE OTHERWISE NECESSARY TO CLEARLY I ND I GATE THE DI RECTION OF E65 RESS WHEN EXIT SERVE5 AN EXIT LOAD REQUIRING TWO OR MORE EXITS. R •• Q 6. COMPLY WITH SPECIAL INSPECTION REQUIREMENT5 OF SECTION 1101 OF THE UNIFORM r W W J BUILDING CODE AS APPLICABLE TO TH15 PRO.,ECT. F � O Z Z u 7, ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS O � 8. SEISMIC BRACING AND ANCHORING OF EQUIPMENT SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE UBG WITH THE EXCEPTION OF MECHANICAL EQUIPMENT AND DIST, WHICH SHALL COMPLY WITH SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL UNITS. w 00 PROJECT TEAM w Q �- W < a- Z O^NER: TENANT: ABOVE NET ~ 1 MICROSOFT CORPORATION o W ~ Q 3433 120th PL ONE MICROSOFT WAY K-> I.— O TUKW AA °8168 _ REDMOND, AASHIN6TON g8052 CONTACT: RON THOMPSON TEL: (425) 106 -8665 CELL: (425) "166 -3g?3 EMAIL: Ron.Thompwneabovenet E -MAIL: lahemlcrosoft.com �-- Uj 'Q ur TEL: (206) 4188 -86 CELL: (206) 3411 - 4211 CONTACT: Lauri Haycock Li- 0 U0 rn y- ARCH I TECT/STRUC7: *FEG I AL7 CONTR: r :D � CORDON PRILL INC. MGKINSTRY CO. F= U 1245 PEAR AVE MOUNTAIN VIEW, GA 014043 3RD AVE. SOUTH W TEL: (650) 335 -IggO FAX: (650) 335 -IaI695 SEATTLE, Y4A 418134 J CONTACT: BRIAN LAYVRY, A.I.A. TEL: (206) 832 - 6138 FAX: (206) 832 - b5412 y E-MAIL: DANHOe MGK I NSTRY.GOM E- MAIL: bblawryec,�pdinc.com CONTACT: DANNY NORTON, PROJECT MANAGER W� o y v� '�, \ _ jl'J �htG MI AY 80UTF1 1AM1"""�°' P Rmrr ce y�' � Elq FWMARY VNTW y! w —{ •' Iw1ANDIG/11�T'!'D AGG��OLt) Z ti MANPIGAPPD IDARKIN6 0 T � r 1 , 3433 5 120TH pq o E ' PLACE - - • a GIBTERED sn N • 1 T�IC1 W W Ile z a .! B. LA !9 of vw%w� Igo 14o e xT!ltlola r�O11K Is }I( -•_, --"'�fi 1�11rAL 1M►Y rwow nose T4I6 I"AD.�GT. r SITE MAP ■ c ) CD ' • Z 46A CUMULATI OCCUPANT RATED LOAD FOR ROOM, OR 233 ORRIDOR AT THIS DOOR n � a 9 C>- 3 }-- \ 2 w w 7 4 ,_ 0 „ -- AL !&N I $ _b �4'-1 MII O � ') E.) I W-Mm 0 F' II 4 O air, I� � 1 r I� W TELGO EQUIP : 2I?6 5F/300 7.9 OCCUPANTS 7 I — - vin I I I I '--' 23.4 P� r N 3 Ty 110641 d) 5q.6 OCCUPANTS 9 A2' 3 Ei+Lw�FD 3 A m8 0 min (l (E) R.A TED CORRIDOR � i ARCHITECTURAL FLOOR PLAN AI SCALE: 3/32" s 1' -0" 1 -46. 10 1 CUMULATIVE OCCUPANT LOAD FOR ROOM, OR 25.4 AT THIS DOOR I� W D) C LEGEND: ! NE T YPES (W NEW �) EXISTING `D) DEMO �wwwwwwwww rww� •�wwwwwwwwwww.—� 5COPE OF NOR< ... MOOR A. INSTALL CABINET MOUNTED AND STRUCTURAL STRUT MOUNTED TRAYS TO MATCH EXI5TIN6 INSTALLATIONS. B. CABINET/RACK INSTALLATION AND ELECTRICAL WORK UNDER SEPARATE PERMIT. GENERAL NOTES _wwwwo_ NON vlaw _. A. STRUCTURAL CAL05 PREPARED AND APPROVED UNDER THIS PERMIT SHALL APPLY TO THE INSTALLATION DETAILS FOR TH15 PROXOT. w B. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE ca WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR = HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. O 4:;. YlOKK NOTED AS "FUTURE" 15 C OHN FOR INFO ONLY, AND WILL BE P'ERMITED N o SE M D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MIGRO50FT'S CONSTRUCTION i Ln REQUIREIv�S FOR COIISTRUCTION WORK WITHIN ACTIVE GOLD AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETYC.EN THE FLOOR SUPPORT SYSTEM (TO ' INCLUDE GABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 3" +HORIZONTAL. " EX1 FLOOR NOTES �- . W - i MANUFACTURER: MAXCESS TECHNOLOGIES, INC s ' SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES s TILE: RYVC400 W/ NEVAMAR 5T-6 -1 GRAY 5TARLITE 'PERF TILE: 5P200 'O SIZE: 24X24 J +EI&HT: 50" ABOVE SLAB ON GRADE ATT��C'.HMENT: MASTIC AND (2) A$. ALTERNATING DIA60NAL PATTERN r, UNIFORM LOAD: 500 PSF CONCENTRATED LOAD: 2000 LB5 - ROLLING LOAD: 1500 LBS. t oca� P EQUIPMENT LATERAL LOA05: FLOOR ORIGINALLY DE516WV TO ACCOMMODATE f Y Q CABINEVRACK LATERAL LOADS 5HrET NOTES � � Q WZ0 �. 99 _ — v r IL OWIER PROVIDED RACKS /GA5INET5, INSTALLED UNDER A SEPARATE PERMIT. � n2 NEW 24" FLEX TRAY MOUNTED TO TOP OF CABINETS WITH 45 DE6 �-- 1245 PEAR A MOUNTAIN \/IEtN CA, 14 -1431 (650) 335 -IggO FAX (650) 335 -Ig88 aD 105 EAST PINE 5TREET M155OULA uz MONTANA, 5 5 (406) '721 -"36 r m FAX: (406) "121 -8116 A. STRUCTURAL CAL05 PREPARED AND APPROVED UNDER THIS PERMIT SHALL APPLY TO THE INSTALLATION DETAILS FOR TH15 PROXOT. w B. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE ca WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR = HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. O 4:;. YlOKK NOTED AS "FUTURE" 15 C OHN FOR INFO ONLY, AND WILL BE P'ERMITED N o SE M D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MIGRO50FT'S CONSTRUCTION i Ln REQUIREIv�S FOR COIISTRUCTION WORK WITHIN ACTIVE GOLD AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETYC.EN THE FLOOR SUPPORT SYSTEM (TO ' INCLUDE GABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 3" +HORIZONTAL. " EX1 FLOOR NOTES �- . W - i MANUFACTURER: MAXCESS TECHNOLOGIES, INC s ' SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES s TILE: RYVC400 W/ NEVAMAR 5T-6 -1 GRAY 5TARLITE 'PERF TILE: 5P200 'O SIZE: 24X24 J +EI&HT: 50" ABOVE SLAB ON GRADE ATT��C'.HMENT: MASTIC AND (2) A$. ALTERNATING DIA60NAL PATTERN r, UNIFORM LOAD: 500 PSF CONCENTRATED LOAD: 2000 LB5 - ROLLING LOAD: 1500 LBS. t oca� P EQUIPMENT LATERAL LOA05: FLOOR ORIGINALLY DE516WV TO ACCOMMODATE f Y Q CABINEVRACK LATERAL LOADS 5HrET NOTES � � Q WZ0 �. 99 _ — v r IL OWIER PROVIDED RACKS /GA5INET5, INSTALLED UNDER A SEPARATE PERMIT. � n2 NEW 24" FLEX TRAY MOUNTED TO TOP OF CABINETS WITH 45 DE6 �-- .. o U W o uz 5 a. r m u o z •4 11"0 O N W� cr- n � N o V z� .. z C, C> u Q uo ' 4 � �I Q r A. STRUCTURAL CAL05 PREPARED AND APPROVED UNDER THIS PERMIT SHALL APPLY TO THE INSTALLATION DETAILS FOR TH15 PROXOT. w B. TYPE OF LOCK OR LATCH, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE ca WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. DOOR = HARDWARE SHALL BE H.G. ACCESSIBLE LEVER TYPE UNO. O 4:;. YlOKK NOTED AS "FUTURE" 15 C OHN FOR INFO ONLY, AND WILL BE P'ERMITED N o SE M D. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH MIGRO50FT'S CONSTRUCTION i Ln REQUIREIv�S FOR COIISTRUCTION WORK WITHIN ACTIVE GOLD AREAS. E. MAINTAIN A PHYSICAL SEPARATION BETYC.EN THE FLOOR SUPPORT SYSTEM (TO ' INCLUDE GABLE TRAYS) AND THE ROOF SUPPORTED SYSTEM OF AT LEAST 3" +HORIZONTAL. " EX1 FLOOR NOTES �- . W - i MANUFACTURER: MAXCESS TECHNOLOGIES, INC s ' SYSTEM: BOLTED STRINGER W/ BOLTED CONCRETE GORE TILES s TILE: RYVC400 W/ NEVAMAR 5T-6 -1 GRAY 5TARLITE 'PERF TILE: 5P200 'O SIZE: 24X24 J +EI&HT: 50" ABOVE SLAB ON GRADE ATT��C'.HMENT: MASTIC AND (2) A$. ALTERNATING DIA60NAL PATTERN r, UNIFORM LOAD: 500 PSF CONCENTRATED LOAD: 2000 LB5 - ROLLING LOAD: 1500 LBS. t oca� P EQUIPMENT LATERAL LOA05: FLOOR ORIGINALLY DE516WV TO ACCOMMODATE f Y Q CABINEVRACK LATERAL LOADS 5HrET NOTES � � Q WZ0 �. 99 _ — v r IL OWIER PROVIDED RACKS /GA5INET5, INSTALLED UNDER A SEPARATE PERMIT. � n2 NEW 24" FLEX TRAY MOUNTED TO TOP OF CABINETS WITH 45 DE6 �-- 2 CABLE TRAY PLAN �y Al SCALE. 3/32" 1' -0' y� TRANSI5TION TO OVERHEAD TKOU&H5 r+CRE REQUIRED. (n 3 EXI STI N6 OVERHEAD GABLE TRAY TO REMAIN, RE5UPPORT WITH NEW � W z W STRUCTURE AS SHOAN WITHOUT DISTURBING GABLES. U 0 Q4 NEW 4 "X 24" VENTILATED (OR SOLID) TROUGH TO MATCH (E) SUCH AS W J F — BLINE 35- A -VT -24 -144 TRAY. NEW TRAY WILL NOT BE CONNECTED TO (E) � 0 !ROOF WSPENDED TRAY. < a Z 5 (N) 9' -O" TRAY SORT STRUCTURE (TO MATCH (E)) PER DETAILS I /A2 AND 4/A2. 0 :1 _ (D � (N) Q'-10" TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS 3 /A2 AND 4/A2. W E-- V7 Q Q �7 (N) COMBINATION 9' -10 ", AND W-O" TRAY .SUPPORT 5TRUCTURE (TO MATCH (E)) PER ? DETAIL5 5/A2 AND 6/A2. oft NOT USED �-- Uj Q L- 9 STRUCTURAL STRUT SPAN FROM SUPPORT STRUCTURE TO SUPPORT STRUCTURE (D PER DETAIL WA2. PROVIDE INTERMEDIATE AS 5HOWN. 10 SINBLE STRUCTURAL STRUT' SPAN FROM SUPPORT STRUCTURE TO SUPPORT (D N Nt � STRIJGTURE. so 11 PROVIDE TEMPORARY 5UPPORT FOR EXISTING CABLE TRAYS, REMOVE EXISTING Z SUPPORT, AND RESUPPORT WITH NEW BRACES/BEAM5 AS 5HOWN. SWAP FLOOR W TILES WITH GUTS OR HOLES UNDER NEW CABINETS. 1� N W -O" TRAY 5UPPORT STRUCTURE (TO MATCH (E)) PER DETAIL5 I /A2 V 13 (N) 9' -10" TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS 3 /A2 14 CANTELEVER TOP DOUBLE STRUT TO PICK UP EXISTING GABLE TRAY AT W -10'' • •- M 15 ALLOW SPACE FOR FUTURE "T" AS S Hom. W � L O ) 0 Ep Z r CI7y C4 O'll orc Z 08 0 AJ Air" W �Z° 7677 e AEGISTEWD lmw AACMRECT .0 w "KW _ • .. . _ . ►.. _...- +w,++ -.. w ._. ...... .. ,t y. y, , [ . .: �r pg�'' ♦ . �fr. `= _... ..r.. Y ,.rf „ri ... f+.►. . - �..._ j.,.l .n.. ♦ ♦ ..... • ti.. .. ♦r. . r .. nM.�.w-M +nv +MWAo'k..(. ..,.. 'raw. M .+.dIM...►✓...♦ . ,.. ..i ...L/ I� . � r 5 i, 2 CABLE TRAY PLAN �y Al SCALE. 3/32" 1' -0' y� TRANSI5TION TO OVERHEAD TKOU&H5 r+CRE REQUIRED. (n 3 EXI STI N6 OVERHEAD GABLE TRAY TO REMAIN, RE5UPPORT WITH NEW � W z W STRUCTURE AS SHOAN WITHOUT DISTURBING GABLES. U 0 Q4 NEW 4 "X 24" VENTILATED (OR SOLID) TROUGH TO MATCH (E) SUCH AS W J F — BLINE 35- A -VT -24 -144 TRAY. NEW TRAY WILL NOT BE CONNECTED TO (E) � 0 !ROOF WSPENDED TRAY. < a Z 5 (N) 9' -O" TRAY SORT STRUCTURE (TO MATCH (E)) PER DETAILS I /A2 AND 4/A2. 0 :1 _ (D � (N) Q'-10" TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS 3 /A2 AND 4/A2. W E-- V7 Q Q �7 (N) COMBINATION 9' -10 ", AND W-O" TRAY .SUPPORT 5TRUCTURE (TO MATCH (E)) PER ? DETAIL5 5/A2 AND 6/A2. oft NOT USED �-- Uj Q L- 9 STRUCTURAL STRUT SPAN FROM SUPPORT STRUCTURE TO SUPPORT STRUCTURE (D PER DETAIL WA2. PROVIDE INTERMEDIATE AS 5HOWN. 10 SINBLE STRUCTURAL STRUT' SPAN FROM SUPPORT STRUCTURE TO SUPPORT (D N Nt � STRIJGTURE. so 11 PROVIDE TEMPORARY 5UPPORT FOR EXISTING CABLE TRAYS, REMOVE EXISTING Z SUPPORT, AND RESUPPORT WITH NEW BRACES/BEAM5 AS 5HOWN. SWAP FLOOR W TILES WITH GUTS OR HOLES UNDER NEW CABINETS. 1� N W -O" TRAY 5UPPORT STRUCTURE (TO MATCH (E)) PER DETAIL5 I /A2 V 13 (N) 9' -10" TRAY SUPPORT STRUCTURE (TO MATCH (E)) PER DETAILS 3 /A2 14 CANTELEVER TOP DOUBLE STRUT TO PICK UP EXISTING GABLE TRAY AT W -10'' • •- M 15 ALLOW SPACE FOR FUTURE "T" AS S Hom. W � L O ) 0 Ep Z r CI7y C4 O'll orc Z 08 0 AJ Air" W �Z° 7677 e AEGISTEWD lmw AACMRECT .0 w "KW _ • .. . _ . ►.. _...- +w,++ -.. w ._. ...... .. ,t y. y, , [ . .: �r pg�'' ♦ . �fr. `= _... ..r.. Y ,.rf „ri ... f+.►. . - �..._ j.,.l .n.. ♦ ♦ ..... • ti.. .. ♦r. . r .. nM.�.w-M +nv +MWAo'k..(. ..,.. 'raw. M .+.dIM...►✓...♦ . ,.. ..i ...L/ I� . � r IF' - 01' - 10" AFF) BOT OF (E) TRAY _II' -6" O _ AFF) "' _ BO F TRAY +� w O� � z I9� O x� TOP OF RA15ED FLR SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 1 1 ` - - - -- Grow A (N) 12 GAUGE STRUCTURAL SUPPORT FRAME B22 (5-LINE) P 1 000 (UN I STRUT) OR APPROVED EQUAL ALTERNATE BRACING DiREGTION EACH LOCATION ti TYP. 1 , - - - -- (E) 30" AGGE55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD 51DE VIEW FROM CABINETS TOP STRUCTURAL 5TF'''T A A ,/ C CANTELEVERED 15" SINGLE STRUT, A� WITH DOUBLE STRUT A CONTINUO INSTALLED. 51M TO 5LOTTED BOTTOM GABLE BLOTTED BOTTOM GABLE .2 —Clio _ I TRAY OR WIRE FLEX TRAY TRAY OR WIRE FLEX TRAY I Ib GA, 2x2x2 ANGLE W'-O" NOW _ i•' `'' " -' ♦ - YVITH (2) 012 5ELF B - Y� A5 NOTED .inn t TAPING SCREWS OT OF TRA - ' f I' I BOT OF TF �' ♦ _ EACH 51DE TYP. t I A ` - - - - - 7 -0" CLEF SI M - - CONTINUE TOP SUPPORT 15 „ MIN. \ *t BEYOND COLUMN, EITHER ASIDE. (N) 12 GAUGE 5TRUGTURAL ..SUPPORT FRAME ALTERNATE BRACING 1522A, B22D OR B12 (B -LINE) DIRECTION EACH LOCATION P 1 001 OR P5500 (UN 15TRUT) TYP. OR APPROVED EQUAL M OR l OR G (N) 12 GAUGE STRUCTURAL O DBL. p5L. b ” SORT FRAME . 822 (B - LINE) � � � ' ' PI000 (UNISTRUT) ALTERNATE BRAGIN6 OR APPROVED EQUAL � _� - DIRECTION EACH LOCATION H _ � ,B n ... SIM (E) 50" AGGE55 FLOOR 500 Pl UNIFORM 2000 POINT LOAD (E) 50" AGGE55 FLOOR ` 500 P5F UNIFORM r - - - - 2000 POINT LOAD TOP OF RAISED FLR ' 51DE VIEW , ~ -- - - - - -- FROM CABINETS 0" ( REF ELEVATION) - O" (REF ELEVATION) W il e SLAB ON GRADE I a z I - AB SIDE VIEW FROM CABINETS 51N6LE STRUT 0822) OF TO A WIDTH. SLOTTED BOTTOM CABLE AY TR OR WIRE FLEX TRAY 16 GA 2x2x2 ANGLE WITH (2) M 12 SELF TAP I N6 5GREW5 EACH SIDE TYP. qO DEG BRACED FITTING P2484 (UNISTRUT) $844 (B -LINE) DIAGONAL BRAG I NG, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P 1546 (UN I STRUT) 15154 (B -LINE) hill IY .2" X 2" CLIP TO CAB1 NETS (N) 12 GAUGE 5TRUGTURAL SUPPORT FRAME. REF DETAIL I, 2 OR 5 FOR COLUMN/BRACE DETAIL. L oo• - • - v 1."245 PEAR AVENUE STRUCTURE �� MOUNTAIN � /IEW � GA, 14043 -1431 GE 1 -ING LINE IF' - 01' - 10" AFF) BOT OF (E) TRAY _II' -6" O _ AFF) "' _ BO F TRAY +� w O� � z I9� O x� TOP OF RA15ED FLR SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 1 1 ` - - - -- Grow A (N) 12 GAUGE STRUCTURAL SUPPORT FRAME B22 (5-LINE) P 1 000 (UN I STRUT) OR APPROVED EQUAL ALTERNATE BRACING DiREGTION EACH LOCATION ti TYP. 1 , - - - -- (E) 30" AGGE55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD 51DE VIEW FROM CABINETS TOP STRUCTURAL 5TF'''T A A ,/ C CANTELEVERED 15" SINGLE STRUT, A� WITH DOUBLE STRUT A CONTINUO INSTALLED. 51M TO 5LOTTED BOTTOM GABLE BLOTTED BOTTOM GABLE .2 —Clio _ I TRAY OR WIRE FLEX TRAY TRAY OR WIRE FLEX TRAY I Ib GA, 2x2x2 ANGLE W'-O" NOW _ i•' `'' " -' ♦ - YVITH (2) 012 5ELF B - Y� A5 NOTED .inn t TAPING SCREWS OT OF TRA - ' f I' I BOT OF TF �' ♦ _ EACH 51DE TYP. t I A ` - - - - - 7 -0" CLEF SI M - - CONTINUE TOP SUPPORT 15 „ MIN. \ *t BEYOND COLUMN, EITHER ASIDE. (N) 12 GAUGE 5TRUGTURAL ..SUPPORT FRAME ALTERNATE BRACING 1522A, B22D OR B12 (B -LINE) DIRECTION EACH LOCATION P 1 001 OR P5500 (UN 15TRUT) TYP. OR APPROVED EQUAL M OR l OR G (N) 12 GAUGE STRUCTURAL O DBL. p5L. b ” SORT FRAME . 822 (B - LINE) � � � ' ' PI000 (UNISTRUT) ALTERNATE BRAGIN6 OR APPROVED EQUAL � _� - DIRECTION EACH LOCATION H _ � ,B n ... SIM (E) 50" AGGE55 FLOOR 500 Pl UNIFORM 2000 POINT LOAD (E) 50" AGGE55 FLOOR ` 500 P5F UNIFORM r - - - - 2000 POINT LOAD TOP OF RAISED FLR ' 51DE VIEW , ~ -- - - - - -- FROM CABINETS 0" ( REF ELEVATION) - O" (REF ELEVATION) W il e SLAB ON GRADE I a z I - AB SIDE VIEW FROM CABINETS 51N6LE STRUT 0822) OF TO A WIDTH. SLOTTED BOTTOM CABLE AY TR OR WIRE FLEX TRAY 16 GA 2x2x2 ANGLE WITH (2) M 12 SELF TAP I N6 5GREW5 EACH SIDE TYP. qO DEG BRACED FITTING P2484 (UNISTRUT) $844 (B -LINE) DIAGONAL BRAG I NG, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P 1546 (UN I STRUT) 15154 (B -LINE) hill IY .2" X 2" CLIP TO CAB1 NETS (N) 12 GAUGE 5TRUGTURAL SUPPORT FRAME. REF DETAIL I, 2 OR 5 FOR COLUMN/BRACE DETAIL. L oo• - • - i f .. r 6o 0 o cn W o m Ll v 1."245 PEAR AVENUE w MOUNTAIN � /IEW � GA, 14043 -1431 (650) 335 -141410 • FAX (650) 335 -IQ88 .. O `n 105 EAST PINE STREET �N M155OULA LAJ C MONTANA, 5 '121 _ (40(o) -5936 N FAX: (40(5) 721 -all b i f .. r 6o 0 o cn W o m Ll a (S 0 Z O o a (E) 30" AGGE55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD _ REy Z (N) ADDITIONAL ANCHORAGE (Z ' E j ED FOR V VIA. HILTI KBII W/ 4 EMBED Z '.. m ONT VIEW J 15LE mom (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2 (N) ADDITIONAL ANCHORAGE (2) ) C�1 C T U `-'''�- # i KW . VIA. HILTI KBII W/ 4" EMBED a /e" DIA. HILTI KBII W/ 4" EMBED / e " VIA. HILTI KBII W/ 4" EMBED �� � 1N t, "& a a � CABLE TRAY BRACE 2 OVERHANG CABLE TRAY BRACE 3 oc O _ CABLE TRAY BRACE 4 GABLE TRAY BRACE AT AISLE � W SCALE: 1/2" 1�_� - SCALE: 1/2 _ l'—O" - SCALE: 1/2 = 1'--0" - SCALE: 1 2„ = 1,_O„ 5 o� 5LOTTED BOTTOM GABLE G _ - ,e�' -O" TRAY OR WIRE FLEX TRAY GONE I RM TOP -, TRUCTURAL STRUT MAY BE LOWER TRAY CANTELEVERED 15" MAX EACH 8'-D" MAX A15 ALTERNATE WIDTH 511467LE 5TRUT, AND 50" MAX 16 GA, 2x2x2 ANGLE WITH TERMINATION WIT DOUBLE 5TRUT PROVIDED ( < ^) 012 5ELF TAPING DETAIL A CONTINUOUS PIECE 15 --- ------ 5GREW5 EACH 51DE TYP. 12' -4" (q' -10" AFF) \ INSTALLED. SIM TO DETAIL 2/- BOT OF TRAY I; #12 SELF TAPING W SCRES X EACH SIDE TYP. 2 MIN. Q -� ' SLOTTED BOTTOM GABLE " ' • EACH MEMBER. I I' -6" (W -O" AFF)' _ _ ` ` - -' ` ♦ TRAY OR WIRE FLEX TRAY BOT OF TRAY q0 DEG BR AGED FITTIN I 4 "xb" Ib GA PLATE, EACH ( i / 1 P24b4 ilrNfSTRUT) 1 I," S DE TYP. A 5544 (5L I NE OPTIONAL f'VELDING I I I I CONF'6URA710N 51M , (N) 12 GAUGE STRUCTURAL (N) I2 GAUGE STRUCTURAL SUPPORT FRAME SUPPORT FRAME 522A, B22D OR 812 (B -LINE) 522 (B -LINE) P1001 OR P5500 (UN15TRUT) TOP DETAIL PI000 (UNISTRUT Q OR APPROVED EQUAL q'-O MAX. OR APPROVED EOUAL < <�, J OR `l,; OR O.G. cn c + + /no' — nt• (N) 12 GAUGE STRUCTURAL DBL. DBL. l46" FOR GABLE SUPPORT FRAME Q TRAY 1522 (B - LINE) ~� , 1 ALTERNATE 15RAGIN6 SUPPORT P IOOO (UNI5TRU Q DIRECTION EACH LOCATION O APPROVED EQUAL �'� TY P ?. SELF TAPING SCREWS EACH 51DE TYP. 2 MIN. EACH MEMBER 4 "xb" 16 6A PLATE, EACH SIDE TYP. qO DEG BRACED FITTING - P2484 (JN15TRUT) E544 (BLINE) I I i )s" ANCHOR EACH SIDE TYP LOG ATE YVI Tp41 N 2" OF END - OF BOTTOM STRt, T ; b" MA � STRUT 5PANNIN6 2 - 5TRINC-*ER5 MIN. (_ B BOTTOM DETAIL SCALE: 1 1/2" = 1' -0" s% TOP OF RAISED FLR O" _ SLAB ON GRADE 11 R a ADDITIONAL ANCHORAGE (2) VIA. H 1LT 1 KBII YV/ 4 " EMBED 5 CABLE TRAY BRACE 6 CABLE TRAY BRACE AT AISLE on, SCALE: 1 12" = V -0" ow SCALE: 1/2" = V -0" AIM :) 50" AGGE55 FLOOR DO P5F UNIFORM 2000 POINT 'LOAD SINGLE STRUT (B22) UP TO 8' AISLE WIDTH. SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) #12 SELF TAPING SCREWS EACH SIDE TYP, 3 WAY qO DEG WINGED PITTING P2226 (UN6TRUT) B276 (5-LINE) DIAGONAL BRACING, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P1546 (UNISTRUT) 8154 (5-LINE) OV X U(5' X2 "CLIP TO GAB 1 NETS (N) 12 GAUGE STRUCTURAL SUPPORT FRAME REF DETAIL 5 FOR COLUMN /BRACE DETAIL. (E) 50" AGGE55 FLOOR 500 PSF UNIFORM 2000 Pv I NT LOAD (N) ADDITIONAL ANCHORAGE VIA. HILTI KBII W/ 4" EMBED ___ M r w F W TYP. EA. L 1 _ SIDE , � cn © ••o .. O `n ;a �N 0 00 LAJ C Q _ O N Vo a 0 a (S 0 Z O o a (E) 30" AGGE55 FLOOR 500 P5F UNIFORM 2000 POINT LOAD _ REy Z (N) ADDITIONAL ANCHORAGE (Z ' E j ED FOR V VIA. HILTI KBII W/ 4 EMBED Z '.. m ONT VIEW J 15LE mom (N) ADDITIONAL ANCHORAGE (2) (N) ADDITIONAL ANCHORAGE (2 (N) ADDITIONAL ANCHORAGE (2) ) C�1 C T U `-'''�- # i KW . VIA. HILTI KBII W/ 4" EMBED a /e" DIA. HILTI KBII W/ 4" EMBED / e " VIA. HILTI KBII W/ 4" EMBED �� � 1N t, "& a a � CABLE TRAY BRACE 2 OVERHANG CABLE TRAY BRACE 3 oc O _ CABLE TRAY BRACE 4 GABLE TRAY BRACE AT AISLE � W SCALE: 1/2" 1�_� - SCALE: 1/2 _ l'—O" - SCALE: 1/2 = 1'--0" - SCALE: 1 2„ = 1,_O„ 5 o� 5LOTTED BOTTOM GABLE G _ - ,e�' -O" TRAY OR WIRE FLEX TRAY GONE I RM TOP -, TRUCTURAL STRUT MAY BE LOWER TRAY CANTELEVERED 15" MAX EACH 8'-D" MAX A15 ALTERNATE WIDTH 511467LE 5TRUT, AND 50" MAX 16 GA, 2x2x2 ANGLE WITH TERMINATION WIT DOUBLE 5TRUT PROVIDED ( < ^) 012 5ELF TAPING DETAIL A CONTINUOUS PIECE 15 --- ------ 5GREW5 EACH 51DE TYP. 12' -4" (q' -10" AFF) \ INSTALLED. SIM TO DETAIL 2/- BOT OF TRAY I; #12 SELF TAPING W SCRES X EACH SIDE TYP. 2 MIN. Q -� ' SLOTTED BOTTOM GABLE " ' • EACH MEMBER. I I' -6" (W -O" AFF)' _ _ ` ` - -' ` ♦ TRAY OR WIRE FLEX TRAY BOT OF TRAY q0 DEG BR AGED FITTIN I 4 "xb" Ib GA PLATE, EACH ( i / 1 P24b4 ilrNfSTRUT) 1 I," S DE TYP. A 5544 (5L I NE OPTIONAL f'VELDING I I I I CONF'6URA710N 51M , (N) 12 GAUGE STRUCTURAL (N) I2 GAUGE STRUCTURAL SUPPORT FRAME SUPPORT FRAME 522A, B22D OR 812 (B -LINE) 522 (B -LINE) P1001 OR P5500 (UN15TRUT) TOP DETAIL PI000 (UNISTRUT Q OR APPROVED EQUAL q'-O MAX. OR APPROVED EOUAL < <�, J OR `l,; OR O.G. cn c + + /no' — nt• (N) 12 GAUGE STRUCTURAL DBL. DBL. l46" FOR GABLE SUPPORT FRAME Q TRAY 1522 (B - LINE) ~� , 1 ALTERNATE 15RAGIN6 SUPPORT P IOOO (UNI5TRU Q DIRECTION EACH LOCATION O APPROVED EQUAL �'� TY P ?. SELF TAPING SCREWS EACH 51DE TYP. 2 MIN. EACH MEMBER 4 "xb" 16 6A PLATE, EACH SIDE TYP. qO DEG BRACED FITTING - P2484 (JN15TRUT) E544 (BLINE) I I i )s" ANCHOR EACH SIDE TYP LOG ATE YVI Tp41 N 2" OF END - OF BOTTOM STRt, T ; b" MA � STRUT 5PANNIN6 2 - 5TRINC-*ER5 MIN. (_ B BOTTOM DETAIL SCALE: 1 1/2" = 1' -0" s% TOP OF RAISED FLR O" _ SLAB ON GRADE 11 R a ADDITIONAL ANCHORAGE (2) VIA. H 1LT 1 KBII YV/ 4 " EMBED 5 CABLE TRAY BRACE 6 CABLE TRAY BRACE AT AISLE on, SCALE: 1 12" = V -0" ow SCALE: 1/2" = V -0" AIM :) 50" AGGE55 FLOOR DO P5F UNIFORM 2000 POINT 'LOAD SINGLE STRUT (B22) UP TO 8' AISLE WIDTH. SLOTTED BOTTOM GABLE TRAY OR WIRE FLEX TRAY 16 GA, 2x2x2 ANGLE WITH (2) #12 SELF TAPING SCREWS EACH SIDE TYP, 3 WAY qO DEG WINGED PITTING P2226 (UN6TRUT) B276 (5-LINE) DIAGONAL BRACING, FOUR TYPICAL, TWO AT END LOCATIONS. 45 DEG ANGLE FITTING P1546 (UNISTRUT) 8154 (5-LINE) OV X U(5' X2 "CLIP TO GAB 1 NETS (N) 12 GAUGE STRUCTURAL SUPPORT FRAME REF DETAIL 5 FOR COLUMN /BRACE DETAIL. (E) 50" AGGE55 FLOOR 500 PSF UNIFORM 2000 Pv I NT LOAD (N) ADDITIONAL ANCHORAGE VIA. HILTI KBII W/ 4" EMBED ___ M r w ,� � ► � � , i 7877 aEas,EREo MCMTE.CT 7 ENLARGED PLAN 5 . u� SCALE: 1/4" 1' -0" � Y �Ia�'.;wK."ser. ...!' .. •'.s. - -_•J .......- ._,..:- ..rsyK ... �£ •.r- ..,...,� ... ,,. ., . .. ..... - ....,. ..,,_....- ... ,�, .. ... - .. - ,� _ • - 4 i � - � ,..- ..... _ � .. .. _ -- ,. _, ...+, .. -..-_..-.- �-+ u..,..... w.. �-+. .�. +..w..-__- .......... «...._.. +.r. -...- ....... .. .. -.... .. ... r�..�... �r+.i�l.. r.:.0� -1.7. .:jRr ��F. '1 .. ..�{�. .dr l►^'�rLP"0."+1"y .` � ,- ..� - :. TYP. EA. SIDE , Q W UO bi Z 6 W Q Z B1045H 5 HOLE ADJUSTABLE CD CORNER ANGLE OR OR 5115 (� _ 4 HOLE CORNER ANGLE bi Q MOUNTED AT BASE OF �__ O N CONNECTION TYP EA SIDE. Z i 5105 5 HOLE Z- SUPPORT OR ' Q • - 15107 5 HOLE U- 5UPPORT EA. L l -J END M N) 5I NGLE STRUT BEAM ($22) :D EXISTING CABINETS NEW CABINETS (, NEW FLEX TRAY = NOTE ALL CONNECTIONS W ' ARE DIRECT BEARINS J CONNECTIONS FOR TH I S ASSEMBLY EX15TIN6 TROUGH "EIVED I REMAIN. OF TUKWI - PERMIT CENTER 04) SINGLE GR0155 STRUT FOR W AT'TAG HMENT (B'' 2) W/ 5105 c 0 `. `" 5 HCLE Z- 5UPPOR` OR 8101 ; , 5 HOLE U- SUPPOR"' EA END 0 Z vpt o 5 STRUT BEAM (1522 ) K' o .. ' D 1045H 5 HOLE Al- JUSTAeLE O s 6 CORNER ANGLE OR OR 5 't _ 4 HOLE CORNER Ati3LE H i D MOUNTED AT BASE OF W uj GCCNNE CTION TYP EA SIDE Im Z 0 v ,� � ► � � , i 7877 aEas,EREo MCMTE.CT 7 ENLARGED PLAN 5 . u� SCALE: 1/4" 1' -0" � Y �Ia�'.;wK."ser. ...!' .. •'.s. - -_•J .......- ._,..:- ..rsyK ... �£ •.r- ..,...,� ... ,,. ., . .. ..... - ....,. ..,,_....- ... ,�, .. ... - .. - ,� _ • - 4 i � - � ,..- ..... _ � .. .. _ -- ,. _, ...+, .. -..-_..-.- �-+ u..,..... w.. �-+. .�. +..w..-__- .......... «...._.. +.r. -...- ....... .. .. -.... .. ... r�..�... �r+.i�l.. r.:.0� -1.7. .:jRr ��F. '1 .. ..�{�. .dr l►^'�rLP"0."+1"y .` � ,- ..� - :.