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Permit D04-435 - DIGITAL FORREST - PHASE I DATA CENTER
DIGITAL FORREST 12101 TUKWILA INTERNATIONAL BL D04 -435 Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: doc: IBC - Permit City a. Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci. tulnvila. wa. us $41,000.00 N DEVELOPMENT PERMIT Parcel No.: 0923049031 Permit Number: D04 -435 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Issue Date: 01/13/2005 Suite No: Permit Expires On: 07/12/2005 Tenant: Name: DIGITAL FORREST Address: 12101 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: INTERNATIONAL GATEWAY WEST LLC Phone: Address: 12201 TUKWILA INTERNATIONAL BLVD 4THFL, SEATTLE WA Contact Person: Name: BRIAN ELLINGSON Address: 12201 TUKWILA INTERNATIONAL BL, TUKWILA WA Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date :01 /06/2007 DESCRIPTION OF WORK: COMPLETE PHASE I DATA CENTER ORIGINALLY PERMITTED UNDER D2000 -247. Phone: 206 - 281 -4200 Fees Collected: $1,135.25 International Building Code Edition: 2003 Occupancy per IBC: 0008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Private: Profit: N Private: D04 -435 Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 01 -13 -2005 uC }I+.:tiz:i:r:::1 ".Ia3 ri.i.. .rain +K..a;AJ��`S " >..tLaJE.1 `ar:.dxa.o..�r.. •�:t'w, , a;: rf... uad .xc:.Fiy4'aui.'H;:a;slJ�aisu,: Permit Center Authorized Signature: Signature: doc: IBC - Permit City a. 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 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 constructio -or the performanc9 of ork. I am authorized to sign and obtain this development permit. Date: (g /2cx&c Print Name:..A -� /t This permit shall become null and void if the work is not pt'nmenced 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. D04 -435 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D04 -435 Issue Date: 01/13/2005 Permit Expires On: 07/12/2005 Date: /- v'- Printed: 01 -13 -2005 Z W re J U 00 tn 0 . w= w0 2 gQ co I- w Z� Z �- w 0 C O N 0 w uJ u- WZ CO F- _ 0 Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Parcel No.: 0923049031 Permit Number: D04 -435 Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 12/03/2004 Tenant: DIGITAL FORREST Issue Date: 01/13/2005 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 8: 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). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B :C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 doc: Conditions D04 -435 Printed: 01 -13 -2005 z , z re w 0 0 (0 o • w CO Li. w 0 I O • va O H w W 0 . O LLi = O 1- z doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 inches (102 mm). (IFC 906.7 and IFC 906.9) 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 17: Maintain fire extinguisher coverage throughout. 18: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 22: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 24: 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) 25: 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) D04 -435 Printed: 01 -13 -2005 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 26: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 27: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. (City Ordinance #2051) 28: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 29: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 30: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 31: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Conditions * *continued on next page ** D04 -435 Printed: 01 -13 -2005 z • z re u4 O 0 U U J H N O w g � u_ Q = Z � I-- O z r!— w w Do 0 N O it w w U L O z . w U = O~ z .. r.. Y.: v. u .�.,,iiru....will'I.':��.:� -.it s'.,.u...nru.cu.4..:atl'.`: ✓4ir.'Wi.'.:�1�:: tlw a.L�.a4 Aar ;.4:xiiW City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 regulating construction or the performance of work. Signature: Print Name: doc: Conditions D04 -435 ordinances or local laws Date: ///,? s Printed: 01 -13 -2005 - Z � gg 2 U U O - co 0 W I CJ) w Oo J w ?. CO = I— w z F I— 0 Z I- 2 U � O N O N. 111 u � O Z w U= O M SITE LOCATION CONTACT PERSON CITY OF TUKWILA Community Development Department 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 ** YUtrli ir)fin [ Itrrk. Suite Number: /4-440 Floor: L New Tenant: ki Yes ❑ .. No U 1 l Property Owners Name: 4. Y Yl6t+ 10 i1 a� I e w ar V f We 7- { LL i `�} / I Mailing Address: 220 ` I G1) Wj I G( i 011/1 I3)ffcl Se. ctf+ 2 r V �1 I ( (� !1 U City State Zip (� 20G - ) - `1200 Mailing Address: 1220" (A Lvv 1c I i/l1 trnC� � t 60 a I k)Vck 5 1 g ( *) ++-- City State Zip E -Mail Address: B 1rIGlrl @ Rabe y, GOVY1 Fax Number: 2 KI - 0d120 Name: tai" t),11 E I k v S()V Day Telephone: GENERAL CONTRACTOR INFORMATION - (Mechanical Contractor information on back page) Company Name: SAney Cov14r4c l - i 0 Mailing Address: 122 0 ) ) &k wt la Try �r 41 ( B/vr� � q)0 egq[e WA City State Zip Contact Person: fr 1 Eli ( 1'� ' d n Day Telephone: Expiration Date: 0 V 1 Z06 - 2 E -Mail Address: JY't( Sab t (,611"1 d11'1 i J n Fax Number: < � -' 7'j - Contractor Registration Number: Jl 1 ! C i o 33 I�•N t Cj 20 S * *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 wet stamped by Architect of Record Company Name: SO, 6e. Arc.,h1 C C ctut Mailing Address:, 22 I Ukw1lu Lntt.rnatio bll /6k Contact Person: 1 v-(Gtv\ (� ( I ff c --Non E -Mail Address: R ric v) 0, e S Ct l (, C'►N1 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ' PO{1 evn t'd 1 Si cl n Girl p t.l. •J � / Ale j � nn � zz MailingAddress:s Z rh .S �v SantfP ZC�C' !�� l�l',� VV C 1 t J3 City State Zip Contact Person: Day Telephone: L f ?, s" Z 7 - . 9 q S E -Mail Address: tapplications`pcnnit application (7.2004) l'ai'c I W TUKWILA W Building Permit No. 17 04- 435' Mechanical Permit No. Public Works Permit No. Project No. 1 4'12 (For office tse only) 1 King Co Assessor's Tax No.: 09Z0 1 V q " q Secti WJ. g 811 City State Zip Day Telephone: 7 0( 2- I " 2O( Fax Number: , 0 - . -9 l Fax Number: z . z re al JU O 0 N c W ? D. a W Z F.. Z O tu U � L] I-- W W H ~ O .• Z U = 17-: 1- z BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ' 1 MC) a V Q Existing Building Valuation: S Scope of Work (please provide det fled information): (,VoipI rte. PActle l c c (_ l° 'if I » 1re_V' 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: ...Sprinklers Wirl there be storage or use df flammable, combustible or hazardous materials in the building? ..Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quaunti es"and Material Safety Data Sheets. \applications`pcnnit application (7.2004) ...Automatic Fire Alarm 0...None 0...Other (specify) Pale 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor rd Floor 3` Floor Floors ctfA thru L' 2 /_1 <. 7 � j—] Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ' 1 MC) a V Q Existing Building Valuation: S Scope of Work (please provide det fled information): (,VoipI rte. PActle l c c (_ l° 'if I » 1re_V' 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: ...Sprinklers Wirl there be storage or use df flammable, combustible or hazardous materials in the building? ..Yes ❑...No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quaunti es"and Material Safety Data Sheets. \applications`pcnnit application (7.2004) ...Automatic Fire Alarm 0...None 0...Other (specify) Pale 2 PUBLIC WORKS PERMIT INFORMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 0... Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... ValVue ❑... Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑ ...Sewer Availability Provided 0... Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑...Technical Infarmation Report (Storm Drainage) ❑...Bond 0... Insurance ❑ ...Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-o f -way Use - Nonprofit for less than 72 hours ❑ ... Right -o f -way Use - No Disturbance ❑ ... Construction /Excavation/Fill - Right -o f -way Non Right -o f - -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 i ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ... Water Only Meter Size ❑ ...Sewer Main Extension Public ❑...Water Main Extension Public_ \applications`pennit application (7 - 2004) ❑ ...Abandon Septic Tank , ❑ ...Curb Cut ❑ ...Pavement Cut ❑ ...Looped Fire Line Call before you Dig: 1- 800 -424 -5555 I f WO# W O# WO# Private Private ❑... Highlinc 0... Geotechnical Report ❑ ...Traffic Impact Analysis 0... Maintenance Agreement(s) ❑ ...Hold Harmless 0... Right -o f -way Use - Profit for less than 72 hours 0... Right-o f-way Use - Potential Disturbance 0... Work in Flood Zone 0... Storm Drainage FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refmd /Billing: Name: Mailing Address: State Zip Day Telephone: City Pace 3 ❑...Renton ❑ ...Grease Interceptor ❑ ...Channelization ❑ ...Trench Excavation ❑ ...Utility Undergrounding ❑ ...Deduct Water Meter Size . p.;: r; 4i. •..:�::.L +�k...,:az�.J:...(L::. tau., n5 ..',,.'hn.5.xd..�:Li.,wri.::'v :ari Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: 0 -3 HP /100,000 BTU Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood Water Heater 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City 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: PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR i 1 IZED GENT: Signature: Print Name: Date: r % ?�� Day Telephone: 7 � s� U , .42/ Mailing Address: / Z 21/4 Y(N J '� � -`'\�� "` F t ( j 1 / kic J/k C " p 3(62<Y State Zip Date Application Accepted: /2 — \applications'pennil application (7.3004) Z ie Date Application Expires: hue 4 City State Zip i z RECEIPT 1Z re w 2 Parcel No.: 0923049031 Permit Number: D04-435 6 U O Address: 12101 TUKWILA INTERNATIONAL BL TUKW Status: PENDING N 0 Suite No: Applied Date: 12/03/2004 W w Applicant: DIGITAL FORREST Issue Date: -j LL W O Receipt No.: R04 -01626 Payment Amount: 1,135.25 g Q N = Initials: BLH Payment Date: 12/03/2004 03:11 PM H a w User ID: ADMIN Balance: $0.00 z H ' F- O Z F- LU uj U O — O F- TRANSACTION LIST: W 0 =U Type Method Description Amount 5 Payment Check 36039 1,135.25 W u ) — ▪ I I-- 0 1-, z Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 SABEY CONSTRUCTION BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 685.30 445.45 4.50 Total: 1,135.25 f..2/ ITYCAI Printed: 12 -03 -2004 COMMENTS: A.. .... / ctio Type of Inspen: /) 3L, , /s '4 Date Called: b T1- - 2 /i7.!1'h /,,i/ 1 2 / .F?. 4 '/ C p ► � T � Requester: Phone No: • .,1-7,,,,/, 7:45.7.1 , 4,...e (0/_ ,,6 ./.-- eta_ . / -o.' � J'c•4 ere Project: A.. .... / ctio Type of Inspen: Address: ( i 2 -1 6 Date Called: -_ T1- - Speci I Instructions: Date Wante� � ✓ . C p ► � T � Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTI • N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: J I_- Date: El $58.00 REINSPECTION''EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: w.�� � qtr tills COMMENTS: , inn: 1. Address: _ Date Call d: y3-e.. .. Special Instructions: Date Wan d: * / ! 7: l 7 i A r"-- "..: ..----/ ._.- ! / /4-( 'i ° ` / . - -t `n tr. 5 r i of /...," / l AO. AO. . 4 V / -. l Project 1 Type of Ins inn: 1. Address: _ Date Call d: Special Instructions: Date Wan d: * / a.m. _ — Q , "..: Requeste • Phone o. Approved per applicable codes. Inspect INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER Date: I (206431 -3670 Corrections required prior to approval. r: El $58. cr EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: 1 re 2 6 U O 0 • LU J = u g a Nd = uJ 1— _ ? Z O O co a 1-- W W H 0 . Z UN H z Proje i. Z. / ' , ..a / 'Type /Inspection: Inspection: /1 _ 0/. .L 1.; Addreb 67, Date Calle; • Special Instructions. Date Wanted: a. Reques Phone No: P INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit PE ('2Q.) -3670 Date: 31 (2r Corrections required prior to approval. El $4 b6 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspe • n: i j:;7- ‘ .. li/tA t OI, .1)-e A I ..-.7 d , -( / -e-/- / C efif , , h /�.A.e4 1-1.9 Requester: Phone No: J f ) T7 i /rT !/ S li.d ,V „0, ` / 4 ,/ -‘,/, 1 s 1.;.-4-. 57/-A-7.".-:..14-,.../ v f, S cl-- Y4.4 /----,..f.,.. / /is ‘ ;77 ;5 i-liii rJy// /e A Project Type of Inspe • n: Addr ss: 7.,. 0) 77,6 Date Calle : Speci I Instructions: Date Wanted: i S --- Requester: Phone No: $41 ureamuw' AIMIAIwgta S •- :s:;.'i±:s`..' x ..t..a,i;b; +:,..Ewr,..:�a,S� �.�<.it rig. +.naiA .�i:,tx;^..f, d,•d.,i4,.,a ..wtilic::� / INSPECTION RECORD f Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER NO 4A. �►i ( O. • 3 1 3670 Approved per applicable codes. Corrections required prior to approval. Date , , El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Tacckn eps OK +-0 oumpy per pe.rm■) nutrn1).ey- D2.000 —2,97 no dui etea ir p-eYYY11 nmytther- DOH –'-i3S 414)" vervtice 0 L/■.1 • - 'OR CROSS: VERTICAL PENETRATIONS: 563 870 SF RCH • ; • • §:- \D FACTOR = 1.1446032 \LE n =30-0 0 10 20 40 60 80 100 7.t E EVIEWED FO CODE COMPLIANCE orrrrn,f r JAN 12 2006 Wig 410 SOFT) 2,932SF a_ Of Tukwila NET RENTABLE 15,693 SF BUTDING rIVISJOA, MON: to 1,495 SF SUITE 0400 ° PDS ENG! 1.251 SF Y ARCHITECTURE 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WASHINGTON 98168 (206) 281-8700 FAX (206) 281-0920 L L 1_11 __I_ SUITE 420 PDS-ENG. 2.414SF I INCOMPLETE LTR# BUILIDNG COMMON: 0 SF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARI'HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECEIVED CITY OF TUKWILA . DEC 2 0 2004 PERMIT CENTER NET USABLE: 14,198 SF Building C — Fourth Floor Plan intergatewes1 A TECHNOLOGY CAMPUS 12101 Tukwila International Blvd. Tukwila. Washington I t hc6c S.D.C. C. . GENERATOR RM 1308 SF PARKING LEVEL 2 BUILDING ELECTRICAL 472 SF u S.D.0 C.1 ELEVATOR ELECTRICAL LOBBY 730 SF 160 SF S.D.C. C.1 GENERATOR R 3570 SF OR ISS: VERTICAL PENETRATIONS: NET RENTABLE: ,442 SF'.- 350 SF ARCH 9, 2004 OAD FACTOR = 1 CALE "=3C-0' 0 10 20 40 60 80 100 1,092 SF S.D.C. = SABEY DATA CENTER FLOOR COMMON: 0 SF COMMON CORRIDOR 459 SF INCOMPLETE LTR# PARKING COUNT: 14 STALLS BUILDING COMMON: 1,092 SF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. O 4 o ` A FN CE' AN 7 22005 11VG rtiL, wila RECEIVED CITY OF TUKWILA DEC 2 0 2004 PERMIT CENTER NET USABLE: 000 SF Building C — Parking Level 2 Plan Thi?gate est A TECHNOLOGY CAMPUS SABEY ARCHITECTURE 12201 TUKWILA INTERNATIONAL BLVD. SUITE 400 SEATTLE, WASHINGTON 98168 (206) 281 -8700 FAX (206) 281 -0920 12101 Tukwila International Blvd. Tukwila, Washington October 30, 2000 9 -91 M- 12475 -C Sabey Construction 101 Elliott Avenue E., Suite 400 Seattle, Washington 98119 -4220 Attention: Subject: Dear Mr. Velasquez: AMEC Earth & Environmental, Inc. 11335 N.E. 122nd Way, Suite 100 Kirkland, Washington USA 98034 Tel (425) 820 -4669 Fax (425) 821 -3914 www.amec.com r Mr,..Mafit-Vetersttilaz, Project Engineer FILE DOPY 'ermr7P nqr), INCOMPLETE ame Summary of UBC Special Inspection and Materials Testing Services City of Tukwila Permit Number: D2000 -126 International Gateway Corporate Park - Intergate West Building C Fuel Tank Vault 12301 Tukwila International Boulevard Tukwila, Washington AGRA Earth & Environmental, Inc. (AGRA) respectfully submits this letter as our final summary of UBC special inspections and materials testing for the above - referenced project. AGRA performed inspections for this project beginning on April 22, 2000 through June 15, 2000 as requested and scheduled by representatives of Sabey Construction. Daily field reports were prepared and distributed at the time our services were provided. These daily field reports form the basis for this final summary of our inspections. In accordance with the City approved plans and the request and authorization of Sabey Construction, AGRA performed inspections for the following: 1. Reinforcing steel inspection for the structural concrete; and 2. Concrete placement inspection and testing for the structural concrete. to9-q3s' RECEIVED CITY OF TI IKWII A DEC 1 3 2001 PERMIT CENTER 1\ KIRKLAND _MAIN\VOL1 \SHARED\WORDPROC\ Projects\12000s \12475 Sabey Construction\Intergale West final letter.doc . t Sabey Construction October 30, 2000 In our opinion, the work, which was inspected as referenced in our daily field reports, was performed in general conformance with the approved plans and specifications. If you have questions or desire additional information, please call at your convenience. Sincerely, AMEC Earth & Environmental, Inc. Timothy Associate TRH /KSS /jdp //4-z Ken S. Sahi, P.E. WABO Technical Director EXPIRES 121181" / L ame 9 -91 M- 12475 -C Page 2 cc: City of Tukwila Sabey Construction Fax: (206) 241 -8223 \\KIRKLAND MAIN \VOL1\ SHARED \WORDPROC\ Projects \120005 \12475 Sabey Construction \Intergale West final lelter.dac SUMMARY OF FIELD DOCUMENT TRANSMITTALS Document Type Document No. Document Date Transmittal Date Inspection Report 7 10/23/00 11/02/00 ameco 11335 NE 122nd Way, Suite 100 Kirkland, Washington, U.S.A. 980348918 Tel (208) 820 -4889 Fax (208) 821 -3914 To: Sabey Construction r�1 12101 TukwilagrAt D Tukwila, WA 9 t�JJ NOV 0 7 2000 FIELD DOCUMENT TRANSMITTAL Date: November 2, 2000 Project Number: 0-91M-13714-0 Project Name: Intergate West Project Manager: Tim Hyden Permit No.: D2000 -247 Attn: Rich Gardener Corp Enclosed for your review and records are our most recent Daily Field Reports and associated field correspondence pertaining to the above - referenced project. Poggemeyer Design Group City of Tukwila S:\WOROPROC\FteId Document Transmittals ■13000s \13714 -0.wpd attn: Robert Bourdages attn: Building Department INCOMPLETE LTR# � .- RECEIVED (ITV nF TI IKWH A DEC 3 2004 PERMIT CENTER z w re 2 6 J U 00 CO 0 wI CO W W o g5 co d = w t•- z F . ►= o z i-- U Q O - W W H u- 3 w z U = 0 z Date Report No. Inspector Deficiency Noted Corrective Action Proposed Corrective Action Taken Report Date & Closure No. No Deficiencies Noted i Field Report Transmittal Project Name: Intergate West ame Project Name: Intergate West Project Number: 0-91M-13714-0 S:\WORDPROC\Field Document Transmlttals\13000s \13714 -0.wpd Deficiency List " Project 0 -91M- 13714 -0 Page 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , - V ;, -, =:. _ ... . ; ..- COMMENTS O Si - - � 1.4-s v c_ c.,,o, /AApec 9- d c....i'4 e Pe - Aoe... - ra Co 9. .l'r bt= .g 9.f `Pit SL-46 of 44- 44-rats (Lo c.A ----a ?,4--+7 la A'r r-a - PC.E -Of ors L_i ) e Wit. _ l--t C---(• - i0A -s A tt mat.. SI ZS 6¢ -0 L4P L e r ce -� ..jc -s w �v ,,• , SD 't. Go,t.. P L,D ,--} 56-- 2 , ` S - 0o,1- r --w R3,, -ems .3z:. 7Th‹ a- C.0-bA .a-.L 4 eC 3 4 r 4 t . 7 -4 4-6 ..... . r 2.-eer..4... f _:. • C) rO•- '46 elI. Lc> c.-4-5 . • ...t. t/! 4 Lc ALT.. 2- p A-,SIN 14.4. 62 c>4.-Os A--4 - r. . ! `1 F-b Pie- £ (�'s I .i74 • _ 1 AGRA FIELD REPRESENIATNEIPAGER NO. AF ¢A S 1 A-461 CONTRACTOR ` SAG / e- TYPE OF I SPECTIONIEW INSPECTION f . ❑ RE- INSPECTION PROJECT NAME A /&r s;-#- bi4►4q e /Air ee- 614 -- tors,- ? 1.4 , c..-wJe-- PROJECT NO. D -9 ii - 137/Y- a REPORT NO. 7 ADDRESS MAC* t ' T I yr rid. {2 La s . — �( 1� c.� PERMIT PERMIT NO. V 4t /W Z7 2. DATE �j C d �7 b b d CUM' ( SA-a> C'oe.. - WEATHER C[ 4-Q_ PAGE (ndud.s Test Reports) 1 OF Z. STRUCTURAL ENGINEER i(� 1 0&∎GrEt�toi 6y62.- '4ESU.. - � f ' AGRA PROJECT MANAGERIPHONE NO. i L1L Do 6. ARCHITECT 5 +�6';j 42c I ;'r � AGRA FIELD REPRESENIATNEIPAGER NO. AF ¢A S 1 A-461 CONTRACTOR ` SAG / e- TYPE OF I SPECTIONIEW INSPECTION f . ❑ RE- INSPECTION SAMPLES OBTAINED NOJSIZE/TYPE) S' . if 114Vxe"4 z.. :... SUMMA To the best of our knowledge, all items inspect s noted above were es in general conformancylth the approved pl e s and specifications. ❑ o ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820 -4669 "Mdand, Washington 98034 Fax (425) 821 -3914 GRA FIEL ' - PR -3 A VE DAILY FIELD REPORT REVIEWED BY THIS REPORT I CONSIDERED ' ! ELIMINARY AND SUBJECT TO CHA � ENDING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19372 (Rev. 6199) NCRETE ASTM C -339 GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 PR . �E // /tie - 1 — gT2>!411., 1 tai¢ 46, t Sf 1311 . PROJECT NO. v --?i.- - /I 70-/--c) REPORT NO. "r / ■ PAGE (Includes Test Reports) ?- OF Z DATE !o - FIELD DATA BATCH DATA SUPPLIER 4-,c1 ' TYPE OF CEMENT S — S MIX NUMBER 3 WEIGHTS PERYARD bESIGN ACTUAL TICKET NUMBER /($ Z 9 g / CEMENT (LBS.) '/z �-P J �>�� TRUCK NUMBER /7 FLY ASH (LBS.) (3S- BATCH SIZE, YD' 6 -' COARSE AGG. (LBS.) 3 '9?— /0S Z TOTAL PLACED A.S OF YDS COARSE AGG. (LBS.) 31g 1 78 WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. th.7.- ) 11)&15 _ FINE AGG. (LBS.) WATER (LBS.) Z 1:3 DRUM REVOLUTIONS BATCH TIME j Z - / g AIR ENTRAINMENT SAMPLE TIME `; / C ADMIXTURE NO. 1 itaztAx. 3 3492.- ,= D . .ASH TIME / : - 3 Z ADMIXTURE NO. 2 su, .- lOp 42, SAMPLE AND TEST DATA SAMPLE SET OF LABORATORY SET # , 3 I. # l O k 1 SAMPLE LOCATION: 4.70 goc301.4 f92-/_Z .S'L 45 DA- 6 DESIGN STRENGTH ti © 2*-3 DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7( 41 SLUMP (ASTM C -143) 4 11 S M SPECIMEN (NOJSIZE/TYPE) ,j (A() te4544614_ts AIR CONT. (ASTM C -173/C -231) `/ DATE SAMPLED / o - 27 -2-) en AMBIENT TEMP °F 5-8 17 DATE RECEIVED l o ,, 2$ - ZK SAMPLE TEMP (ASTM C -1064) s-b o_ 90 v (7 CURING CONDITIONS 1,14 t fl . UNIT WEIGHT (ASTM C -138) HIGH/LOW TEMPERATURES YIELD (ASTM C -138) ..---- "--" 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 8204669 "' -"tand, Washington 98034 Fax (425) 821 -3914 THIS REPORT I AGRA FIELD REP ' • ` ATIVE SAMPLE STORAGE LOCATION AND COMMENTS ERED • RELIMINARY AND SUBJECT TO CHANG ra REVIEWED BY TEST REPORT ING REVIEW BY OUR PROJECT MANAGER This report is provided solely for the i ormation of our client. This report is not intended to' to a third party by any means, except in full, without written permission of AGRA Earth and Environmental, Inc. AG19378 (Rev.699) z � W 00 co 0 LU LL WO 2 � - d = W Z I.. F- O Z I- ui U � 0- 0 F- W H 17: Z U = Z ?rr.;RStM�n:? t....lijp µp:i.MAn;31 kt 1, lvt7m'!,,• 7: . ' v.t,ror'.'i •7,17• > + '0�r> /OJECTNAME 407e/ ' ♦ kr c do 4., / 7 41.441.4 , ✓4 t "",a) PR • EC • I ; i OPP to REPORT NO, ADDRESS 13 8 f 4� ( ---7-(:-.;101),.‘41. �r t � � PERMIT O. DATE / 4 0 d) CUENT P C i it , o i 1 e 4 c e .rc r) C C Ce b � / � `71: I ear P AGEOndu d ssTestR / OF STRUCTURAL INE n _ •°s AGRA R JEECTT HO NQ. k 1 � �{ / ARCHITECT AGRA REPRESENTATN R - '1 ' 0 �i ( �lI /A C ONTRACTOR / b `--�1� L° TYPE OF EW INSPECTION , ❑ RE-INSPECTION l ..;:.::• :, :;. COMMENTS .. . ' ♦ kr c do 4., / 7 41.441.4 , ✓4 t "",a) / G _ . .. `1-../ ....<0 ..;\- l„ G s G o.....�./ o•7 )3. �� ' .• 4 4o. Pim. , .^ K #4-- q 1 Z'r % 7 w. �.I 0-47'31. 1 --'. A, c� I-) 1 c (.0 i 4,Av s A L Q A Y�4. s �.e 1041 WF, 41 P C i it , o i 1 e 4 c e .rc r) C C Ce b (if C - 1 • r" i 1 . iip i • b - . -. Ad a .5503 f. a q e • i . 4 &o�t_s (w t�/ 0/,Vd {./ AGRA GLOBAL SOLUTIONS 1335 N.E.122n° Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821 -3914 S MPL S OBTQ:i::ED (NOJSIZE/TYPE) 14 _Lit K g(/ 6Li SUMMARY GRA FIELD REPRESENTATIVE ) report is provided solely for the information of our client. This report is not intended to out written permission of AGRA Earth and Environmental, Inc. 372 (Rev, 6/99) DAILY FIELD REPORT !! LT R# REVIEWED BY RECEIVED rITY ()F TI IKWII A PERMIT CENTER • the best of our knowledge, all items inspected as noted above were ,Les ❑ Preliminary Observations general conformance with the approved plans and specifications. ❑ No ❑ Deficiency Corrected — Report No. IS R = ORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGER nsmitted to a third party by any means, except in full, - • - .,. .. r . • � f V % C Y. t.; f..;. t; r::,:;., 1 :._.JHwr:a:a,.mw+tm.xw H.• P.` 1. Ar;, �f'. 45..'^ F; W:' isN .. :? r l .r f .:. +n�r+�wwn.w�rr w ` . : . Q z ce 6 '~ W 00 w � N o W r J u a s W I- ? � ZO al U � to 0 I— w L w z = 0 z CONCRET: ASTM C- = GROUT ASTM C -1019 MORTAR (TYPE ) CMU (TYPE ) PRISM UBC 21 -17 SHOTCRETE ACI 506 R OTHER ASTM C -780 ASTM C -140 P s- ME n�r 6.)e-<-1- � at = PROJECT NO (14-151 (� REPORTNO� _ w ` + j� PAGE QndudeiTest Reports) O ` OF DATE 13 1 lee, FIELD DATA BATCH DATA SUPPLIER ���1et,tt2f TYPE OF CEMENT `S 3 DATE RECEIVED MIX NUMBER ` G / ,c WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER I‘ ' e7 . CEMENT (LBS.) S / 7 HIGH/LOW TEMPERATURES TRUCK NUMBER f r FLY ASH (LBS.) "------ BATCH SIZE, YD3 ( COARSE AGG. (LBS.Xpicut 1 C 70 • TOTAL PLACED i OF OF c •-0 YDS COARSE AGG. (LBS.) WATER ADDED, GALS. COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. R----- FINE AGG. (LBS.) ' '( 7 DRUM REVOLUTIONS WATER (LBS.) BATCH TIME S r a? AIR ENTRAINMENT SAMPLE TIME l� d' ADMIXTURE NO. 1 10 Li TIME ADMIXTURE NO. 2 SAMPLE AND TEST DATA SAMPLE SET I OF / l LABORATORY SET # . I.D. O ! 1- Z9_, SAMPLE LOCATION: r C / 4k. a DESIGN STRENGTH PSI DAYS 'TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 . a. -}-/ SLUMP (ASTM C -143) 5 . SPECIMEN (NOJSIZE/TYPE) 14 tiv 1 AIR CONT. (ASTM C -173/C -231) DATE SAMPLED (0 — 4 ` AMBIENT TEMP. °F `S 3 DATE RECEIVED 5 -, SAMPLE TEMP. (ASTM C -1064) / I CURING CONDITIONS ( UNIT WEIGHT (ASTM C -138) tv .^- ---- HIGH/LOW TEMPERATURES YIELD (ASTM C -138) "------ 'Note appropriate test methods If different from those Indicated AGRA ENGINEERING GLOBAL SOLUTIONS 11335 N.E. 122nd Way, Suite 100 Tel (425) 820-4669 Kirkland .Wacbj�gton 98034 Fax (425) 821.3914 RA Fl EL ■ EPRESENTA SAMPLE STORAGE LOCATION AND COMMENTS THIS REPORT IS CONSIDERED PRE i' 1 ARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGEF This report is provided solely for the infor • tion of our client. This report is not Intended to be transmitted to a third party by any means, except in full without written permission of AGRA Earth and Environmental, Inc. AG 19378 Rev,8 /99) REVIEWED BY TEST REPORT ; :COMMENTS . ... ..,.. . ROJECTNAME / lJ 1 - rtes.*. .Z/ d PROJECT NO. ^ .. ��, ^ O REPORT NO. tq�(jC\ /' V ADDRESS /2/ �;C/� t1 f��vy $ �iCw,.4 C✓�' M N. p2 o- .25/7 G '/2 -0 CLIENT ! / ~ lZy / `> WEATHER 4 - .9 C1CIC C 3F PAGE (Indudes Test Reports) / OF STRUCTURAL ENGINEER( t .) e 5 . y rN AGRA PROJECT MANAGER/PHONE NO. //ill /� 2t� ' y�ec/ ARCHITECT s I , Cam. AGRA FIELD REPRESENTATIVE/PAGER NO. v..�! iN�� �es 76e'r CONTRACTOR c / _ 1 i7 / 4.. 4....• .7 -�% v....7, •' /..."v-• TYP OFI PECT1ON ,_,� / � ..err INSPECTION `/ ‘..- ❑ RE-INSPECTION ; :COMMENTS . ... ..,.. . 4 103 44. oN s .' /c%n re....-.. .ki co ••G /c 4 %o /P 1,....� -r 7 / N j P-c <. ;'vet T 1 ,6 G,f) ; $ 0.--k cf.: 7 ,- , L. /?� - ; ,/ ; '" / / 'a 1:: ;4 ../ .....!-.0.17 C /.. `� t T/:: ?1.) f -• z�. -r, -'� �r!/? � - -,e, -o. £(;J 5e /Z O'G, d t G.-� 4 Sc.-r'fri{.. I�, s .4 Z. �1� 3 v... i 7Y /6 }- .4k / /1 v., --.c r/ //C 7 / ENGINEERING GLOBAL SOLUTIONS 11335 N.E.122n Way, Suite 100 Tel (425) 820 -4669 Kirkland, Washington 98034 Fax (425) 821-3914 AGRA "4..d, l/j ee ! /•4ar -1— /it./ T ? / 4, r X Ge---e•-• 7 % dor P....1 r . /4" • 44,1-1 sc /c; / itr f 4, •/ 6 ! J 7 �4 �r` ►t?�v^L' / a L oi. g j t._e+4-v 1.40 / / 3 SG r : t . kv .5 To the best of our knowledge, all items inspected as noted above were in general conformance with the approved plans and specifications. IEL REPRESENTATIVE / SAMPLES OBTAINED (NOJSIZEITYPE) SUMMARY J�Y ❑ No DAILY FIELD REPORT ✓ ,t , ' nr ? , ❑ Preliminary Observations ❑ Deficiency Corrected — Report No. I►VIMU1))) mmoms LTR # ....�.�._.. REVIEWED BY THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGEF This report is provided solely for the information of our client. This report is not inte*r¢g to be isr itteJl to a third by an s, except in full, without written permission of AGRA Earth and Environmental, Inc. AG 19372 (Rev. 6/99) tti Yet ... . "'•..,'... n..e�, -'�ii '�. �C..aL,�:�.i� w G +nnneM7t�•,:ir tq„!*f�a rt, � _ ,.• � ° > n :,t:w ... Y R:...., «�. -; ,. -. }�~w Y..y.! W. rrfrt l+�n +r. n ... +•,.R V:'i�:YCS. RECEIVED r:ITY OF TI IKWII A rEamiT O£N T ' - - • GROUT ASTM C -1019 PE_) MORTAR ASTM (TY C -780 CMU (TY PE ) PRISM 21 -17 UB C SHOTCRETE ACI 506 R OTHER ASTM C -140 PROJECT NAME �� / /�� ts .v. dI/S ./, J PROJECT NO. (9P/ 1 - «`�/4 REPORT NO. - P . ' 5 /� �� / ' � 4 ''77 /b/ / C /*/Ly 7/4s /%l Ca PAGE (ndudesTest Reports) OF; DATE /Q /2 o FIELD DATA / BATCH DATA SUPPLIER GAI:>‘4.,,e1.N TYPE OF CEMENT 1' MIX NUMBER 3 yc• //3 WEIGHTS PERYARD DESIGN ACTUAL TICKET NUMBER /4‘yp9/ CEMENT (LBS.) 4 .r.... _9e) TRUCK NUMBER /)/r FLY ASH (LBS.) /5° BATCH SIZE, YD3 Y COARSE AGG. (LBS.) % ' /57 TOTAL PLACED 9 OF /ir YDS COARSE AGG. (LBS.) 24 31-1/ SAMPLE STORAGE LOCATION AND COMMENTS WATER ADDED, GALS. s COARSE AGG. (LBS.) ALLOWABLE WATER, GALS. FINE AGG. (LBS.) /.5Z( DRUM REVOLUTIONS WATER (LBS.) 217/o BATCH TIME /toy AIR ENTRAINMENT . SAMPLE TIME //:2'S--- ADMIXTURE NO. 1 . 4 41?i.• , R 5/ bi •^INISH TIME /Z. ADMIXTURE NO. 2 HRt.•2 2/ oZ SAMPLE AND TEST DATA SAMPLE SET / OF / LABORATORY SET# 7 I.D.# 4C ?C ) /L SAMPLE LOCATION: I L - ;SQL. I ai Wit, -M z4iC /�- s f' /�7Z DESIGN STRENGTH t/e:50 0 PSI @ *TEST DATA SPECIFIED ACTUAL TEST AGE (DAYS) 7 2-, zg-- iio // SLUMP (ASTM C -143) Y / S/f' SPECIMEN (NO./SIZE/TYPE) V y4, i AIR CONT. (ASTM C -1731C -231) D A T E SAMPLED / 1 _/Z. AMBIENT TEMP °F 65 DATE RECEIVED /d_a SAMPLE TEMP (ASTM C -1064) .r.... _9e) '7/ CURING CONDITIONS Cam, r UNIT WEIGHT (ASTM C -138) . HIGH/LOW TEMPERATURES YIELD (ASTM C -138) 'Note appropriate test methods if different from those Indicated SAMPLE STORAGE LOCATION AND COMMENTS AGRA ~ ENGINEERING GLOBAL SOLUTIONS / 11335 N.E. 122^" Way, Suite 100 Tel (425) 820 - 4669 Kirkland, Washington 98034 Fax (425) 821 -3914 THIS REPORT IS CONSIDERED PRELIMINARY AND SUBJECT TO CHANGE PENDING REVIEW BY OUR PROJECT MANAGE This report is provided solely for the information of our client. This report is not intended to be transmitted to a third party by any means, except in tut without written permission of AGRA Earth and Environmental, Inc. AG 19376 (Rev.6/99) AGRA Fl ' RE REVIEWED BY TEST REPORT z IW dd � J U 00 N � al I u- W O 2 QQ a W Z = • I- O Z W U � • rn CI 1•- W W H - IO Z W O~ Z s. RECEIVED r:ITY OF TI IKWII A DEC 1 3 Z004 PERMIT CENTER DESCRIPTION Calculations STRUCTURAL CALCULATIONS FOR NETSTREAM GENERATOR ROOM AND FUEL ENCLOSURE PLAN REVIEW SUPPLEMENTAL CALCULATIONS POGGEMEYER DESIGN GROUP, INC. NW DIVISION SEPTEMBER 13, 2000 PDG JOB #00056 INCOMPL TE LTR# FILE COPY to PAGES 1 -6 • POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS Cook5 4 CO Mp� F OR JO c9 005 IMMES ocToeE4 24 (5 Poggemeycr Design G:oup, Inc. 512 Sixth Street South, Suite 202 Kirkland, WA 98033 827 -5995 Fax (425) 828-4850 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 • Fax 425 828.4850 (4251827-5995 I I Made by S . ^ I� Oate 9112/00 Job No. 0 ° 456 Checked by Date Sheet No. I Description ,plAN 2wiew Lemmt -* Al Job Name /\It T7 Se.p, lo rnesqTYIL CRCCs 2 `16, 17' --(5--= of -o" MR xt II f4 IrWt. f ►*) LL,1 If (CO re r L c/ z 11Psvt = I •73 K /Ft ¢'�te eo i rcr -t ENOs (0 ma: 2(3 Sops1 jnllfhC Sykrhln6C Mkt�s IJO Fix;? 1 c� THE ca // o ✓ iii / well/ k (g o)(7.33)(7,1.2) 1363.—T0)(353--.7) 3 ( l 3 ) ,}. f = p ) 173° I ss 1730 - 2.`I I730 (I',61- .?.41) /0 ",cc Resrn o, 4 D CAA II le r P la„i lcr•Thmi I7. I2.4 R. P.66 - 1330 ISM POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by SA Jate 1/ 1 , 2 /ay No. 000375 Checked by Date Sheet No. Description Pfityv /24,v GO g° 1 / Job Name N erzroitfrrn T.) 5upplenw4AL CALCS tioo 0 e 1 3" \ `V • 363 - / —‘1) • xl Lie 1.3.10tb ti • ••••''• 1.7 (zoo ) L/25 r4- S e i CoNTL-rt (76 F" 1 ,1,011 1-1 z il— c4 6 jO 00 WI u) uj 0 g —71 < • a I— ILI Z C) Z !— ILI uj D o O 52 W u l c o POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827-5995 • Fax (425) 828-4850 Made by cdi . .: 911400 Job No. ocorb Checked by Date Sheet No. 3 Description Ply 3 s Job Name N ETS rr r.7 sup 1emtr,rff4 L C. LCS 6 en,e a a,vft DLpKSSCo SLA .c,ppcPi17 -Cj 6'M(t4 Tti�. = /O Geruetiaitirt. We,SNr = '/7-V I s cv/ s yfem R/ An T lftc temsr e7k 7 H 77 v (/30014(15 ,.lo lenarzello nir 6(1 sm.". 7`o the 4,5G4 J'rnorvortl PIT ScA tuc451^E F r gear = 1 0 0 9 0 /I : L J 6!6 M /sifitAr i F Stir is • y „Xy S 3 ac P = 4 700 lbs P = quo() jati Atloco STnC5s / , u c � lb Qrtst; Co•r!►cr t olv ru.f £.1t , - 3' cc eit) R-ef tit a � t:.0 L4 nl t (KPJ(.SS = U 6 C t ,A rt. Re u,u S L/IS 77nC(ee-e53 Hoe = psi it-- FAO art tO s!>f va ba c.14 t /6 [N • ( 4 si4mc . 0 I/ 6trair1lt11 . Th?`! Sett ' A C ron. = log S c,3>3 w/ ,1s6 e 12 "oG 74 .5 0 1( o. 6 12 "cc & 748 2 Z ` �1 —J U O 0 . C,) W 11.1 LIJ w 0 tL Q d . I rr— I z �. 1-0 Z I- ll) Lu U • � ` O 1•- w W I u" ii i Z 0 o Z 230 APPENDICES 40 30 20 I5 10 • - Nam: tkihis MIN Wan =ME =MA wawa 60 70 80 40 20 10 EFFECTIVE CONTACT AREA, sq. in. t iv&re v z. SLR Figure A.19 PCA c /tart for slab thickness selection when using post loading with suberade k = 200 pci. 14 13 12 11 10 9 8 7 5 z W OC 2 0O W 1- W to � W 0 0 I- WW H0 �'0 W Z o � Z twU .4,611,1a y:k ll:.•i,,Wq.kitk.2∎44' 40 \ 60 k. — , 111 Elk y i jN x , n . IMININk NE x ■ 40 M/ KIM MI 6° 111 I kI1P IOO Yi II , .� /► 1 � / vAjra ECM MEM FM **/ P v 60-1, 4'°>0 .. i SUBGRADE k =2OOpci \` 230 APPENDICES 40 30 20 I5 10 • - Nam: tkihis MIN Wan =ME =MA wawa 60 70 80 40 20 10 EFFECTIVE CONTACT AREA, sq. in. t iv&re v z. SLR Figure A.19 PCA c /tart for slab thickness selection when using post loading with suberade k = 200 pci. 14 13 12 11 10 9 8 7 5 z W OC 2 0O W 1- W to � W 0 0 I- WW H0 �'0 W Z o � Z twU .4,611,1a y:k ll:.•i,,Wq.kitk.2∎44' POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS 512 Sixth Street South, Suite 202 • Kirkland, WA 98033 (425) 827 -5995 • Fax (425) 828 -4850 Made by /' 77i • ce `�( n / '� /� Job No. � Checked by Date Sheet No. Description i� P ew 4,, s Job Name A , ` �� - /V Cu pp, e ►nc wijt rrAtJc,.S A Il L )i S L i s r 3 1-4v ctiir Citutr -O �v II Mot Wt = 60, coo lbs iic Swam nro 8 1)0,7,45 — G% / x,rt,r Cause, n L, Assvrt't y o „ R9 SLR 7 60siN,40n.r L U n crnis 2ec7)4460./NL. S typed rs / ._.'� Fk ten t SA{—t. 1 14,6 P' /R,O 9 ,1 y4' o el (er-nz eRCN t.i n 7 W/ SNRSNitA AcTV1»L S t - ) / Y w/ S e wg-c� 7Z'p 80 rn..rf W 00 0 = W —J �. w 0 g a co a = W _ . z F .. 11 0 z �-- uj U 0 O N . O H w W F-- F . u. 0 U = . O ~ z 230 APPENDICES 40 30 20 15 10 50 60 70 WOW M =WI 1.- Marl \WA Mara MERIN =MO warm 80 40 20 10 EFFECTIVE CONTACT AREA, sq. in. KAL 7*VK SCAB Figure A.19 PCA chart for slab thickness selection when using post loading with subgrade k = 200 pci. 14 13 12 11 10 9 8 6 5 fn% nP.. Aa�8�. 4. ��. N1 isAY: v��: 5F+: Si, �i:. �: UV�i�G 'Ja.�Stitw:ksri✓u�rtiV:�+t4d.� 1 . x 40 go NI iv Vpv PIII .', 1S y - 40 ' i I i it: ! i i raiiii6, IMO% 1■611111 MINN el 1 MIN rr osli 100 ,` , SUBGRADE k= 200 pci 230 APPENDICES 40 30 20 15 10 50 60 70 WOW M =WI 1.- Marl \WA Mara MERIN =MO warm 80 40 20 10 EFFECTIVE CONTACT AREA, sq. in. KAL 7*VK SCAB Figure A.19 PCA chart for slab thickness selection when using post loading with subgrade k = 200 pci. 14 13 12 11 10 9 8 6 5 fn% nP.. Aa�8�. 4. ��. N1 isAY: v��: 5F+: Si, �i:. �: UV�i�G 'Ja.�Stitw:ksri✓u�rtiV:�+t4d.� . ,JNetstream 00 -2133 Equipment Data Sheets 1. Fike FM -200 Clean Agent 2. Fike FM -200 Clean Agent Fire Suppression System 3. Great Lakes FM -200 4. Great Lakes FM -200 MSDS 5. Fike Cheetah Control System 6. Fike Cheetah Relay Module 7. Fike Cheetah Peripherals 8. Fike System Abort Switch 9. Fike Bells 10. Fike Agent Release Module 11. Fike Manual Pull 12. Notifier MR201 Control Relay 13. System Sensor Horn/Strobes and Strobes 14. Fike Engineered. Nozzles 15. Fike Agent Storage Containers 16. Fike Instructional Signs 17. Fike Graphic Annunciator 18. Fike Duct Smoke Detector suppressing risk. securing peace of mind. ,f2A CORRECTION REVIEWED FOR CODE COMPLIANCE JAN 12 2005 Ct Of T ukwita BUILD DIVISION /Eli' CONSTRUCTION INC. - DRAWING REVIEW - PPROVF'D ❑ APPROVED AS CORRECTED ❑ REVISE R. RESUBMIT ❑ NOT APPROVED Approval is only for cnformance with the design concept of the project anc gererai compliance with the information given . in the contract documents. This subcont-actor/supplier is responsible for dimensions to be confirmed and correlated at the job site, for inforrraton that pertains to the fabrication process, or to the techniques of corsauction and for coordination of the work of all trades. JOB#(.e) ° 1 /.)gUBMiTrAL# ac-75 SECT10f (.., J • BY: gila /L �� � , ATE: /4l 1 " Ve - ' RECEIVED CITY OF TUKWILA JAN 0 it 2005 PERMIT CENTER 13300 SE 30th Street Bellevue, WA 98005 Tel; 425.641.2127 Fax: 425.562.6662 www.fire•chief.com Do4-43s LEVEL FM-200® CLEAN AGENT I • ' e® P rotection Systems Clean Agent Suppression Systems Architect and Engineer Specification APPLICATION FM -200 (HFC- 227ea) fire suppression agent is the first en- vironmentally acceptable replacement for Halon 1301. FM- 200 has a zero ozone depleting potential, a low global warm- ing potential, and a short atmospheric lifetime. It is particu- larly useful where an environmentally acceptable agent is essential, where clean -up of other media presents a prob- lem, where weight versus suppression potential is a factor, where an electrically non - conductive medium is needed, and where people compatibility is an overriding factor. FM -200 can be used to protect a wide range of applications from sensitive electrical equipment to industrial applications us- ing flammable liquids. Consult the current NFPA Standard 2001 for specific applications. FM -200 fire suppression agent is used with Fike's total flooding systems. DESCRIPTION FM -200 is an odorless, colorless, liquefied compressed gas. (See Physical Properties Table for additional information). It is stored as a liquid and dispensed into the hazard as a colorless, electrically non - conductive vapor that is clear and does not obscure vision. It leaves no residue and has ac- ceptable toxicity for use in occupied spaces at design con- centration. FM -200 extinguishes a fire by a combination of chemical and physical mechanisms. FM -200 does not dis- place oxygen and therefore is safe for use in occupied spaces without fear of oxygen deprivation. PERFORMANCE FM -200 is an effective fire extinguishing agent that can be used on many types of fires. It is effective for many surface fires, such as flammable liquids, and most solid combus- tible materials. On a weight -of -agent basis, FM -200 is a very effective gas- eous extinguishing agent. The FM -200 extinguishing con- centration for normal Class A combustibles is I ke UL Listed - Ex 4623 FM Approved - 0Y4A8.AF USCG 162.161/2/0 appproximately 5.8 - 7% by volume. The minimum design concentration for total flood applications should be in accor- dance with NFPA 2001. SPECIFICATION FM -200 is manufactured to these specifications: Mole% 99.0 Minimum Acidity, ppm by weight 3.0 Maximum Water content, % by weight 0.001 Maximum Non - volatile residues, gram/100mL 0.05 Maximum TOXICITY The toxicology of FM -200 compares favorable with that of Halon 1301. The LC of FM -200 is greater than 800,000 ppm which is equivalent to Halon 1301. FM -200 has been evaluated for cardiac sensitization via test protocols ap- proved by the United States Environmental Protection Agency. Test results show that cardiac tolerance to FM -200 is much higher than that of Halon 1301 and will be accept- able for safe use in occupied space protection. FM -200 will decompose to form halogen acids when exposed to open flames. The formation of these acids is minimized by using Fike early warning detection systems and proper system installation. When properly applied and installed, the gen- eration of these by- products by FM -200 should be minimal. APPROVALS FM -200 complies with NFPA Standard 2001 - current edi- tion. Fike FM -200 systems are U.L. listed and FM approved for Clean Agent Fire Suppression Systems. Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013-0610 U.S.A. • (816) 229 -3405 • Fax (816) 229-4615 • E -mail 1pssaleselike.com CATALOG :NUMBER: June, 2000 Revised Issue Y PHYSICAL PROPERTIES OF FM - 200 (HFC- 227ea) Chemical Name Heptailuoropropane (CF Molecular Weight •- . Boiling Point @ 760 mm Hg Freezing Point Critical Temperature Critical Pressure (psia) Critical Volume (ft3/Ibm) (cc /mole) Critical Density (Ibm /ft3) Specific Heat, Liquid (BTU/lb-F°) 77 °F (25 °C) Specific Heat, Vapor (BTU/lb- constant pressure of 1 ATM 77 °F (25 °C) Heat at Vaporization (BTU/lb) at Boiling Point Thermal Conductivity (BTU /h ft°F) of Liquid © 77 °F (25 °C) Viscosity, Liquid (Ib /ft hr) © 77 °F (25 °C) Vapor Pressure (psia) @ 77 °F (25 °C) Ozone Depletion Potential Est. Atmospheric Lifetime (years) LC (Rats; 4hrs - OM) 170.03 2.55 °F -204 °F 215 °F 422 psia 0.0258 38.8 0.283 0.1932 57.0 0.040 0.443 66.4 0 31 -42 >800,000 FM -200' is a registered trademark of Great Lakes Chemical Corporation. FORM NO. 01100 Copyright © 2000 by Fike Corporation (- 16:4 °C) (-131.1°C) (101.7 °C) (2912 kPa) (274) (621 kg /m') (1.184 kj /kg / °C) (0.808 kj /kg / °C) (132.6 kj /kg) (0.069 w /m °C) (0.184 centipoise) (457.7 kPa) All rights reserved PRINTED IN U.S.A. 13300 SE 30111 Street Ilonie, WA 980C Tel: 425-641-2127 Fa 425-562-6662 • • . *.• • • For many years, people recognized Halon 1301 as one of the most effective fire suppression agents for a diverse array of applications. It quickly extinguished all rnajoi classes Of fireS. It was especially effective in high-value asset protection situations where it caused np residual damage to delicate equipment In a ddition, klal.on. 1301 systems were utilized for both occu- pied and unoccupied spaces and were easily inst*led by professionally protection. • • z Q H = Z ~ • w Q D W U 0 Ui _ w U_ Q d w Z O H W D o U U) O- O H ww LL w U= P ce 0 z taw veissl r s ped c a, :s • Empirical Formula IUPAC Designation Boiling Point °F o Freezing Point °F o liquid Density at 70° F at21 °C Vapor Pressure at 70° F at 21 ° C Ozone Depleting Potential (CFC 11 =1) SAFE. FAST. CF3 -CHF -CF3 1,1,1,2,3,3,3, - Heptafluoropropane HFC -227ea 170.03 2.55 -16.36 -204 -131 87.58 Ib /ft' 1.4032 kg /I 58.8 psia 4.04 bar THE MARGIN OF SAFETY. For the protection of people, sensitive and valuable facilities, other irreplaceable assets, and ultimately your business' survival, fire protection isn't a relative thing. It's an absolute. You want all the effectiveness you can get, as fast as you can get it. FM -200 provides you with a significant margin of safety that only time can buy. CRITICAL ASSETS DEMAND RAPID FIRE SUPPRESSION. Fires grow at exponential rates until fully involved. Heat and smoke can seriously damage delicate electronics in just a few minutes. Deadly combustion products can reach dangerous levels quickly. U.L. and FMRC listed FM -200 systems are engineered to achieve minimum design concentrations in 10 seconds or less, quickly extinguishing fires. Stopping the fire in the early, critical seconds can save millions of dollars worth of equipment and lost production. Some extinguishants can take up to 60 seconds to reach minimum design concentrations. Delays in extinguishment can add significantly to dam- age, repair costs, and down- time. FM -200's fast action and proven explosion inerting capabilities can prevent cata- strophic consequences. WHY IT WORKS SO WELL. "- . FM -200's mechanism of extinguishing fires is active. Its primary action is through physically cooling the fire at the molecular level. FM -200 (HFC- 227ea) belongs to the same class of compounds used in refrigeration, z w CC O 0 c 0 L _ O w w u�..¢ I �.w Z = zH w U � O - ❑ H w w w 0 z wa: m a • • • U®DLI C=3 M nim 0 r. and, as such, is an efficient heat transfer agent. FM -200 ' literally removes heat energy from the fire to the extent that the combustion reaction cannot sustain itself. Additionally, there is a chemical extinguishing action contributed by FM -200. '11 amounts of free radicals are released in a fire, ultimately inhibiting the chain reaction of combustion. IT PREVENTS MORE THAN FIRE DAMAGE. FM -200 not only prevents extensive fire damage, it virtually eliminates col- lateral damage to delicate equipment and instruments from the extinguish - ant itself. FM -200 is a clean gaseous agent containing no particulates or oily residues.With some other systems such as water, foam or dry chemicals, the extinguishant itself can be as damaging as the fire. FM -200 does not significantly reduce oxygen levels and is safe for occupied spaces where your most important assets reside. After FM -200 is dis- charged, it can be removed from the protected space by simple ventilation, allowing you to resume normal operations quickly. Costly damage can occur if fires are not extinguished quickly. z • = z ~ w re 2 6 JU 00 N 0 UJ J = I— W w _ z F 1--0 z 1— U ca ON O H W W u. 0 .• z W = 0 z SAFE FOR THE PLANET. To be the clean agent of the future, FM -200 had to have rapid and effective performance, be safe for occupied spaces and delicate equipment, and be environmentally friendly. The essential environmental consideration was for the product to have a zero ozone depletion potential. A clean agent of the future also had to look beyond The global warming impact of an FM-200 system oper- ating over a 15 year lifetime will be comparable to the global warming impact of a 100 watt lightbulb oper- ating for about 15 years, or driving an automobile about 1,500 miles. today to tomorrow's envi- ronmental issues. The impact of all human activ- ities is emerging as one of the important environ- mental issues of the future, and is often mea- sured in terms of global warming potential. Any valid evaluation of global warming must consider the direct and indirect contributions of the extin- guishant, system and its operation. Since fire protection systems only discharge in the event of a fire, the use of clean agents for total flooding fire protection is considered to be essen- tially non - emissive. In the rare event a system does discharge, the rapid extin- guishing performance of FM-200 mitigates the much more detrimental consequences of an uncontrolled fire. Even when used to extinguish a fire, FM-200's short atmospheric lifetime of 31 -42 years assures a minimal direct contribution to global warming and rapid removal from the atmosphere. It's relative effi- ciency compared to Halon 1301 assures a minimal indirect contribution to global warming. FM -200's excellent efficiency mini- mizes the number of steel storage containers, reducing the often overlooked, but critically important, indirect contribution to global warming. There- fore, the system, as well as the agent, offers environmental benefits. SAFE FOR SENSITIVE EQUIPMENT. r FM -200's relatively high boiling point, combined with proper system design, guards \` against the danger of ther- mal shock to electronics that z; could occur from the direct dis- charge of other agents such as 002. FM-200 is also electrically non - conductive and non - corrosive, so it's safe for use on electrically charged equipment. FM -200 leaves no particulates or oily residue to damage electronic instruments, computers, software. data files, communications equipment or sophisticated medical devices. FM -200 systems typically displace about 7 percent of the air in the room, whereas some other extinguish- ing systems can force almost half of the original air s c i; ) r out of the protected space.. FM -200's lower agent -., requirements reduce the The United States Environmental Protection Agency (U.S. EPA) states, "HFC -227ea [FM -200] does not deplete stratospheric ozone. In addition, HFC -227ea is the most effective of the proposed HFC substitutes for Halon 1301." Federal Register, Vol. 58, No. 90, Wednesday, May 12,1993 Laboratories (U.L.) care- �i r.'7�i Jl._'•� .i�i r fully examined the chemi- cal, toxicological and physi- cal characteristics of the agent, including its extinguishing capability for Class A, B and C rated fires. U.L. granted Component Recognition to Fivl -200 and the U.L. Listing Mark for equipment used to dispense FM -200. THOROUGHLY TESTED. potential,for room and. equipment damage due to overpressurization. THE VOICES OF AUTHORITY. Factory Mutual Research Corporation (FMRC) tested FM -200 in a wide variety of very severe fire tests to ensure product perfor- mance under many different conditions. FMRC awarded Component Approval to FM -200 and • Approval for FM -200 Systems for use in Factory Mutual insured facilities. Underwriters With a database of more than 70 toxicity tests, FM -200 has the most extensive health and safety information of any Halon 1301 alternative. FM -200 has been rec- ognized and approved by instiutions and agencies around the world. Whether reviewing extin- guishing capability, environ- mental acceptability or human safety, all authorities who have reviewed FM -200 have approved it. No other fire extinguishant matches FM- 200's combined credentials. That's why leading fire protection systems manufac- turers have made FM -200 their agent of choice. DON'T HOLD YOUR BREATH. Tests prove that FM -200 exposure is safer than exposure to Halon 1301. Additionally, FM -200 is effec- tive at low concentrations, FM -200 is so safe, in fact, that it has been designated as a replace- ment for CFC propel- lants in pharmaceutical metered dose inhalers - like the ones used to dispense asthma medications. well below the EPA's maximum exposure levels. The U.S. EPA, in the Federal Register, May 12, 1993, recognized the inherent safety of FM -200 in accepting it for use in occupied space protection at up to 9,0% v/v without mandated egress times, or up to 10.5% v/v with mandated egress times. This means that occu- pied spaces can be safely evacuated, even in the presence of FM -200 at design concentrations, . . :cam..=.. + u- �1�,(yy M . - - - _.: .=- `....� "fir; t,.t ,._ T. oikt VOL VALUING AN AGEN.T BY WHAT IT ,8'•AVES'. If your responsibility is to protect high -value assets, whether compu- ters, communications, medical equipment, aerospace applications or people, then the value of FM -200 is apparent. SAVE TIME. FM -200 systems which are U.L. and FMRC approved are engineered to reach minimum design concentra- tions in 10 seconds or less. When high -value assets.are at risk, every second counts. Losses can range from being virtually non - existent to catastrophic. In this time, minor damage can increase exponentially, resulting in long -term interruption to services and productivity. MAKING THE RIGHT Fl HALON 1301 CLEAN AGENT DECISION CRITERIA Clean Effective FasfActing Broad Spectrum Fire Effectiveness Safe for People Safe for the Planet . Safe for Equipment Economical Space Efficient Ability to Retrofit Halon Systems Commercially Available Long -Term Availability . SAVE SPACE. Where space is at a premium, FM -200 is the right choice. The extinguishing performance of FM -200 requires only a modest increase in agent storage cylinders compared to Halon 1301. FM -200 saves your expensive floor space for productive use. In many IIFM -200' RELATIVE SYSTEM CYLINDER /SPACE REQUIREMENTS • z w re JU O 0 CO CD CO IA J = O LL w 0 u _ = I-- In Z = I- 0 Z F- LU • w U � O - O I- w w .. LU H l" O z • v • cases, a Halon 1301 system can be converted to FM -200 with simple alterations. Detection equipment and controls can often be reused, while storage capa- city and distribution piping will require evaluation. • SAVE YOUR CONCERNS. Electronic processing, storage and transmission of data is extremely vulnerable to fire and some extinguishants. The catastrophic loss of information because of fire could paralyze your business. The cost of an FM -200 system is minor when com- pared to the loss of property or data to fire. Think of the damage averted. Think of the lack of clean-up required. Think of the business that wasn't interrupted or productivity that wasn't lost, or the injury to person- nel that didn't occur. If you measure FM -200's protection advantages, no other extinguishant measures up. Great Lakes Chemical Corp. manufactures FM-200 under the strict international quality standards of ISO 9002. ISO 9 0 0 2 • .• . ■.• • '' The best protection for high-value assets required a product that could meet or exceed all the criteria necessary to replace Ham on 1301. GOat Lakes understood that the product musibe effective, safe for people and valuable assets, environmentally friendly cost-effective, and validated through independent approvals: To arrive at the single p roduct that would • • ' • • • • • • . ;„;T•L';': 4„, • ' e ' • • ; • • . • • , • "•' .,1 . ' • 7; s ' • 1. • • F;r s; •IN • . •• • • , - • • , • • ' • ' I " .." (41 • -4.1 • ' . ,t2•1 • ' • ; • '. !n' e l r' I II -f I f C _ 1-0 �-0 -[ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Fri Imo' - i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _� : �t -.? r te-- '. .*: A..•S -r - Y .,. r_ % dl r , r.:, - .. _ <t . ` 4- % `- J- Y _`. ? :cti -• ,�, ;.., t,[i{M�"7:r..v- r,�fz+'; 4+� �•. ;`r�'�..5�.. "q. ..2<:a� _ , i:r.+�.`, . 4.- ..s: , �'•:..: �.. ,.}y - a- �r .+� ', c;,- e7r..n-- 1_y,; , ., y .. i • - - .;,y :3 ay - A .,; ' 1--f- # _e" t r ; ..c r' `'�z' `- ce ■1� ., i • i rl n LI _t o_9 NOTICE: IF THE NOTICE CE IT DOCUMENT IIS DUE TO THE QUALITY THAN THIS OF THE ! , — imagre,you company's'.valgable data; equipment and - systems lost to fire. It happens ev day somewhere in the "! world. And it's deva Even one. day. lost to fire-related dOWnlirne Mean losiii and profit', • DO YOU REALLY NEED THIS MUCH PROTECTION Would your equipment be damaged or inoperable if hit by water or dry chemicals? 2 Is your equipment and service easily replaced? 3 Do people occupy your facility? 4 Can your facility — and customers — tolerate business interruptions and downtime? Do you want fire protection that requires minimal floor space and offers long-term availability? If yc...) answered "yes" to even one of these questions, consider Fike. Our FM-200 system can minimize damages by c., sensing and extinguishing a fire. Minimal damage equals minmal downtime. INERT GAS WATER SYSTEMS For speed in suppressing fires, reducing damages, saving on floor :pace and allowing visibility, the Fike FM -200 is the clear choice. THE BEST FIRE SUPPRESSION SYSTEM ON THE MARKET FM -200 extinguishes a fire quickly by discharging in 10 seconds — or less! The system removes heat and breaks up the fire at the molecular level. FM -200 discharges cis gas, leaves no residue and doesn't require costly clean -up, unlike sprinklers and other systems. And with Fike's patented rupture -valve system, we offer greater coverage — faster and more effectively — than any other option. This means minimal damages and interrup- tions for your business. FM -200 is the world's most widely accepted replacement for Hcilon 1301. FM -200 is people - friendly ... won't obscure vision in a fire ... and takes up less floor space than other systems. In addition, the U.S. Environmental Protection Agency named it a non -ozone depleting agent for fire extinguishing systems installed in occupied spaces. FM200 APPLICATIONS • Telecommunications facilities • Control rooms • Computer rooms • Data processing equipment • Marine shipboard systems • Record and archive storage • Museums • Universities • Pharmaceutical and medical facilities • Industrial applications THE FIKE DIFFERENCE Fike FM-200 is the industry standard for performance... unsurpassed for detection technology... and our rupture valve unleashes your protection the fastest. We have more FM -200 experience than any other company. Your distributor is a trained expert in Clean Agent Suppression Systems — and can handle all your needs quickly and efficiently. Process We manufacture the finest products possible, your orders are filled quickly and you get 24 -hour technical support. Our on -site manufacturing and testing guarantees you the highest quality protection. You can't afford a major — or even minor — interruption due to fire. In fire situations, every second counts. In fact, down time often outweighs the loss of equipment and structures. For this reason, companies large and small count on Fike. We are the only fire suppression company that manufactures our own systems. As a result, you'll benefit from higher quality control in both equipment and personnel ... a greater capacity to meet year demands quickly ... and shorter lead times between your order and the system's installation. Innovation is another key. At Fike, we built our name on research, development and testing of systems. 'Good enough" is never good enough. We were the first company to offer an independent laboratory approved FM -200 system. Fike's system offers the industry s largest cor'ainers — a full 1,002 pounds. So you geP far greater coverage cnd protection, while using less floor space. See how the protection of Fike's largest container measures up to the competition's largest container. PROTECTED BY F'.T 200 PROTECTED BY COMPETITOR "• Yt, 4' ai ynr+« .v.`�jy+',- , •a�'.�;•?i('•�: ;� ^, F :t"- fr.F.�Y:l;•'"4":e <`:.r:.:an t .r • ..s+.r.i., v.. yil•... m• ..:.:....+..i+..i..�vw:.sn.x.v. Y ?RH• ::6:x'. i:.iui�4�6:"Ji�l", ADVANCED DETECTION SYSTEMS You'll benefit from a wide variety of reliable detection and controls from single -zone to analog addressable systems. Our Cheetah Control Panel provides a direct link to the Vesda LaserPlus air sampling smoke detection system. You're given a full dialogue between the systems, alerting you to the exact problem - and its proper solution. PERFORMANCE Fike manufactures all the critical components that make up an FM system. We offer on-site research and testing of every system and piece of equipment. For these reasons, Fike is second to none on performance. FM -200 FM-200 is the top choice for Clean Agent Suppression Systems. Our system offers larger tanks for greater coverage and a patented rupture valve for quic< release. PEOPLE Fike distributors are experts in the design and installation of Clean Agent Systems.Your distributor is trained to partner with you...to develop the best system for your specific needs. TESTING Fike pioneered the development of Clean Agent Systems. You'll benefit from our on -site facility dedicated to the relentless testing and enhanceme of fire - protection systems. FLEXIBILITY Fike cylinders can store 8 to 1,002 pounds of FM -200. By offering more coverage in less space, you gain greater flexibility than you can with any other system. PRODUCT SUPPORT We support our products before - and after - the sale, offering 24 -hour technical support. t1.t+k4�ttlar.�s«rrS I R i 0,"r " ' • ,....y...1:1 . y. .....‘ . V . .....dt.. , '''.......e.:10/100,2A ''F•geri!'!:1 e, .. . . . • s'i. '' k ,,a4-1-'-'• - • •• • -,. '';'-'`'''' ,.• -, . , -- -4,";:.1.42. - ..n"..7.^.ki UV' 1, .=.7 r.li'ig.'....VITZ.}.:T.7:17.ria.:"..".1'.7.3:1: .4' : .Z...:: V - .r.•::,".J.1 ....":.: Lica C.z, ...,.V. ),.7.: • ; i',..?:. ":,.:.: ... 4.t.7.4:..:, •:. - . . . `SECTION II - COMPOSITION /INFORMATION ON INGREDIENTS INGREDIENT NAME CAS NO. % EXPOSURE LIMITS 1,1,1,2,3,3,3- Heptafluoropropane 431890 >99 Y (Hazardous) Not established (OSHA PEL TWA) Not established (OSHA PEL STEL) Not established (OSHA PEL CEIL) Not established (ACGIH TLV TWA) Not established (ACGIH TLV STEL) Not established (ACGIH TLV CEIL) z Q 1 - = z cr ~ w LU J U 0 • O • W J = w 0 ccQ = a I -w z = Z O w Lij � U U) C) H w W F , U 0 ui U = 0 z Lri col c \ ri �r o� MSDS Number: 00057 Product Name: FM -200 SECTION I - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Manufacturer: Address: City: State: Zip: Emergency Telephone Number: Information Telephone Number: Chemtrec Phone: Effective Date: Supercede Date: MSDS Prepared By: Synonyms: Product Use: Chemical Name: Chemical Family: Great Lakes MATERIAL SAFETY DATA SHEET Chemic Corporation No information available No information available FM -200 Great Lakes Chemical Corporation P.O. Box 2200 West Lafayette Indiana 47996 -2200 1- 800 - 949 -5167 1- 765 - 497 -6100 Fax: 1- 765 -497 -6123 1- 800 - 424 -9300 4/7/98 8/11/97 Regulatory Affairs Department /Great Lakes Chemical Corporation 1 ,1,1,2,3,3,3 - Heptafluoropropane, 2H- Heptafluoropropane Fire extinguishing, fire suppression, explosion suppression and inerting agent 1,1,1,2,3,3,3- Heptafluoropropane Halogenated alkane Additional Information *Mixture. Indented chemicals components of mixture. Additional Information Effective Date: 4/7/98 Page: 1 of 9 z Z CG 6 00 CO 0 Ill CO w 0 u. s • _ z � I-- 0 Z F- U O — O F- w • w LL w z U= OH z MATERIAL SAFETY DATA SHEET MSDS Number: 00057 EffectiveDate: 4/7/98 Product Name: FM -200 Page: 3 of 9 1 1 SECTION IV - FIRST AID MEASURES Antidotes: Notes to Physicians and /or Protection for First - Aiders: No information available Flammable Limits in Air (% by Volume): Flash Point: Autoignition Temperature: Extinguishing Media: Fire Fighting Instructions: Unusual Fire and Explosion Hazards: Flammability Classification: Known or Anticipated Hazardous Products of Combustion: NNo information availabl Accidental Release Measures: Personal Precautions: Environmental Precautions: No information available attention. No information available The use of epinephrine or similar compounds can increase susceptibility to heart irregularities caused by excessive exposure to these types of compounds. Additional Information 1 SECTION V - FIRE FIGHTING MEASURES Not applicable Nonflammable gas Not available All conventional media are suitable. Keep cylinders cool with a water spray applied from a safe distance. Use a self - contained breathing apparatus if containers rupture or release under fire conditions. Do not allow reentry into areas where this material has been released without first ventilating to remove products of combustion /decomposition. Although containers of our product are provided with pressure and temperature relief devices, containers can rupture if exposed to localized heat. Thermal decomposition will generate toxic and corrosive gases. Nonflammable gas Decomposition by elevated temperatures (fire conditions, glowing metal surfaces) may generate hazardous decomposition products common to other CFCs, HCFCs or HBFCs. These can include hydrogen fluoride, carbon monoxide, carbon dioxide and others. Additional Information 1 SECTION VI - ACCIDENTAL RELEASE MEASURES Evacuate the area and ventilate. Do not enter areas where high concentrations may exist (especially confined or poorly ventilated areas) without appropriate protective equipment including a self - contained breathing apparatus. See Section VIII. No information available Additional Information ... .r.:i.w;a l ; .i.akvassoo4M4424 0:4+64' 'A w+ir :WxiiN:.i .e.T,1tJ MATERIAL SAFETY DATA SHEET MSDS Number: 00057 EffectiveDate: 4/7/98 Product Name: FM -200 Page: 5 of 9 i I SECTION IX - PHYSICAL & CHEMICAL PROPERTIES Temperature: Evaporation Rate: Freezing Point: Heat Value: Melting Point: Molecular /Chemical Formula: Molecular Weight: Octanol/Water Partition Coefficient: Odor: Odor Threshold: Particle Size: Percent Volatile: pH Value: pH Concentration: Physical State: Reactivity in Water: Saturated Vapor Concentration: Softening Point: Solubility in Water: Specific Gravity or Density (Water =1): Vapor Density: Vapor Pressure: Viscosity: Volatile Organic Compounds: Water /Oil Distribution Coefficient: Weight Per Gallon: No information available Stability: Conditions to Avoid: Incompatibility With Other Materials: Hazardous Decomposition Products: Not available Not available Not available Not available -131 degrees'C ( -204 degrees F) C3HF7 170 Not available Odorless Not available Not available Not available Not available Not available Gas Not water reactive Not available Not available 260 mg[L 1.46 6.04 58.8 . psia at 70 degrees F (21 degreesC) Not available Not available Not available Not available Additional Information I SECTION X - STABILITY AND REACTIVITY i Stable under normal conditions of handling and use. None Powdered metals (ex. Al, Mg, or Zn) and strong alkalis, oxidizers or reducing agents are not compatible with this and most other halogenated organic compounds. Thermal decomposition may produce the following: z z QQ • � JU O 0 N 0 CO MI J H CO IL. 0 u_a = 1 .w z F HO w ~ w O • N CI I-- w uj O .. z. w U co O ~ z a.ai+:;rv.:n`; .... kNW . w.Ns.m::� .swx.Y+w�.�+n'ast •� c�:.+.+4n�FCilcu:yt •�. 444,;.;;;44.3.14:i4 s. wh., i.. a> ntY' 4Y+. ld> �+ N: �Fw +'��,t;l�alci.�:i3�.[�4' ±«�.y�Y n.+�:+':'.n:k MATERIAL SAFETY DATA SHEET MSDS Number: . 00057 EffectiveDate: 4/7/98 Product Name: FM -200 Page: 7 of 9 No information available 1 SECTION XII - ECOLOGICAL INFORMATION Ecological Information: No information available SECTION XIII - DISPOSAL CONSIDERATIONS Disposal Considerations: No information available No information available Additional Information 1 SECTION XN - TRANSPORT INFORMATION U.S. DOT Proper Shipping Name: Heptafluoropropane Hazard Class: 2.2 ID Number: UN3296 Packing Group: N/A Labels: Nonflammable gas Special Provisions: N/A Packaging Exceptions: 306 Non -Bulk Packaging: 304 Bulk Packaging: 314, 315 Air/Rail Limit: 75 kg Air Cargo Limit: 150 kg Vessel Stowage: A Other Stowage: N/A Reportable Quantity: N/A AIR - ICAO OR IATA Proper Shipping Name: Heptafluoropropane Hazard Class: 2.2 ID Number: UN3296 Subsidiary Risk: N/A Packing Group: N/A Hazard Labels: Nonflammable gas Packing Instructions: 200 Air Passenger Limit Per Package: 75 kg Packing Instruction - Cargo: 200 Air Cargo Limit Per Package: 150 kg Special Provisions Code: N/A WATER - IMDG Non - contaminated product is reclaimable. Contact Great Lakes Chemical Corporation for information. Otherwise, dispose of waste in an approved chemical incinerator equipped with a scrubber as allowed by current Local, State/Province, Federal /Canadian laws and regulations. Additional Information MATERIAL SAFETY DATA SHEET MSDS Number:. 00057 EffectiveDate: 4/7/98 ,Product Name: FM -200 Page: 9 of 9 i I SECTION XVI - OTHER INFORMATION Revision Information: Section XIV - IMDG Code Information Section XV - Regulatory Information MATC = Maximum acceptable toxicant concentration NA = Not available N/A = Not applicable NL = Not limited NOEC = No observed effect concentration NOEL = No observable effect level NR = Not rated (P) = Packed bulk density in g/ml PNOC = Particulates Not Otherwise Classified PNOR = Particulates Not Otherwise Regulated REL = Recommended exposure limit TS = Trade secret Additional Information Information on this form is furnished solely for the purpose of compliance with OSHA's Hazard Communication Standard, 29CFR 1910.1200 and The Canadian Environmental Protection Act, Canada Gazette Part II, Vol. 122, No. 2 and shall not be used for any other purpose. Cheetah Control S stem U.L. Listed ke® • Protection Systems '1 1 : 31 1 5 k Fike Protection Systems Architect and Engineering Specifications , Features • Ideally suited for Fire Alarm, Clean Agent Suppression, Carbon Dioxide Suppression, and Sprinkler /Pre- Action Fire Detection and Control Systems • 254 Addressable Analog Points on the basic system • Expandable to 508 addressable analog points • Digital Communication Protocol with addressable de- vices and sensors to increase communication reliabil- ity and immunity to noise • Typical Response time of less than 1 second for fully loaded system • Reliable software and firmware integration utilizing Key - Word code construction and Intelligent Output controls 80 Character LCD display with 8 status LEDs to pro- vide instant visual status information • Completely field programmable, without requiring use of a personal computer • Automatic Learn mode to allow quicker, reliable system configuration • Three levels of password protection with built -in indi- vidual user profiles • Full function 24 button keypad • Up to 240 zones to map initiating devices to control func- tions • Optional Windows -based configuration program • 1800 event history buffer, with dedicated 600 event alarm buffer • Full range of components including analog smoke sen- sors, fast response contact monitoring modules, super- • , k T Protection Systems Division Fike Corporation 10- 052 -X -X CATALOG NUMBER .. 1109 vised output modules, releasing, and relay modules • Two levels of adjustable pre -alarm thresholds for smoke sensor to provide early warning indication of potential emergency conditions • Modulation of supervised output circuits to allow use of a single circuit to annuniciate different conditions • Automatic Day /Night smoke sensor sensitivity adjust- ments with Weekend and Holiday schedule adjustments • Automatic sensitivity testing in accordance with NFPA 72 • Sophisticated Drift Compensation routines used on analog sensors to compensate for dust and dirt accu- mulation • Walktest capability with optional notification appliance verification • 5.0 Amps of 24 VDC power available, expandable to 10.0 amps • Small Enclosure, 21.125" X 14.625" X 4 ", capable of flush mounting without additional equipment Description The Cheetah Fire Detection and Control System is a micro- processor base analog addressable system manufactured by Fike Protection Systems in Blue Springs, Missouri. The basic system consists of a controller board with two signaling line circuits capable of supporting a total of 254 addressable analog points, a 5.0 amp power supply, two programmable notification appliance circuits, three Form -C relay contacts and up to 4.0 amps of power - limited auxiliary power outputs. Up to 240 software zones can be used to define the operating correlation between initiating devices and the control functions. The Cheetah Control System uses an advanced micropro- cessor and communication scheme to enhance reliability and speed communications with the other components of the system including the signaling line circuits. Reliability is enhanced by the Key -Code programming techniques which require construction of a Key -Code, similar to a combina- tion of a safe, as events occur and the system begins to initiate a sequence of events. No control functions are initi- ated until the proper Key -Code is constructed. The Cheetah response times, measured from the initiation of an alarm to activation of a notification or suppression May. 1997 New Release 4dii+:1 >Hti,�timklwu.:'izl.� ,dW:.14+aCiJ A4,14ics* `+Fk AV 704 S. 10th St. • P.O, Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229 -3405 • Fax (816) 229 -4615 • E -Mail fpssales @fike.com ,•4, y!EY,�A'£R:KW�t'gS'Nle" iii; 9"! rpsSSbY�1tk ;x�?£ �Y*y�, +.Tw:z•:�.scnm.we+mv�m�m+a.� � z = w Q �� w J U O 0 • o -1 (O W 0 2 u. Q w = ? F-- z0 w U � rn 0 - CII— w W o ..z w U= O~ z • P rotection Systems Cheetah Peripherals Clhe tt%. • Fike Protection Systems Architect and Engineering Specifications Analog Photoelectric Sensor (63 -1021) Analog Ionization Sensor (67 -1032) F ike rotection Systems Division Fike Corporation The new Fike Analog Photoelectric Smoke Sensor has been designed with a unique chamber, enabling the sensor to be sensitive to a wider range of hazards than traditional photo- electric sensors. In addition to the better response to differ- ent hazard types, the sensor provides a dual point calibra- tion routine to insure greater accuracy and drift compensa- tion. Important operating parameters are maintained within the sensor using non - volatile RAM, increasing reliability and reducing chances of false alarm. The interrupt driven digital protocol combines maximum communication reliability with fast response to emergency conditions. The sensor can be set for an alarm threshold between 0.8 -3.5 % /ft. The low profile housing provides a stylish appearance. The new Fike Analog Ionization Smoke Sensor is designed to provide sophisticated smoke sensing. The dual chamber design compensates for environmental changes, minimiz- ing the risk of false signals. The interrupt driven digital proto- U.L. Listed FM Approved CSFM Listed NY MEA Approved 63- 1021 55-019 67 -1032 55 -020 60 -1028 55-021 63 -1023 55 -023 Analog Sensor Bases (63- 1020, 63 -1023) 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229 -3405 • CATALOG NUMBER 1120 col combines maximum communication reliability with fast response to emergency conditions. Important operating pa- rameters are maintained within the sensor using non - volatile RAM, increasing reliability and reducing chances of false alarm. The low profile housing provides a stylish appearance. The new Fike Analog Thermal Heat Sensor has been de- signed using a highly accurate linear thermistor circuit. The alarm threshold of the sensor is adjustable at the control system between 134 ° F and 149 ° F. The interrupt driven digi- •tal protocol combines maximum communication reliability with fast response to emergency conditions. Important oper- ating parameters are maintained within the sensor using non- volatile RAM, increasing reliability and reducing chances of false alarm. The low profile housing provides a stylish ap- pearance. Two sensor bases have been provided for analog sensors, a 6" low profile base (63 -1023 ) and a 4" base (63- 1020). Both bases have a simple rugged design with screw terminals for wiring connections. The bases provide easy sensor inter- change and maintain SLC continuity if a sensor is removed. May, 1999 Revised Fax (816) 229 -4615 • E -Mail fpssales @fike.com Cheetah Modules • P rotection Systems kS%t Fike Protection Systems Architect and Engineering Specifications Supplemental Loop Module (10 - 2203) The Supplemental Loop Module (SLM) provides two communica- tion circuits which can support up to 127 detectors and /or modules per circuit (254 total). The SLM in- creases the Cheetah control panel to 4 communication loops with a maximum of 508 points. The two SLM communication loops are functionally identical to the communication loops on the main board. Supplemental Power Supply (10 2201 - X) The Supplemental Power Supply (SPS) adds an additional 5 amps of useable current and supports up to 65 Ah of standby battery capacity. By addition of a SPS, the Chee- tah is increased to 10 amps of useable current and 130 Ah of standby battery capacity. The SPS also provides two (2) auxiliary power circuits rated for 2A each. Due to parallel operation with Cheetah's main board, the SPS may use the standby batteries on the Cheetah main board as its backup power source. Also the SPS's current supply may be used on the Cheetah main board for use on auxiliary power cir- cuits or Notification Alarm Circuits. The SPS is available in two versions: 1) uses a 120Vac step down transformer and 2) uses a 208/240Vac step down transformer. Fi e rotection Systems Division Fike Corporation U.L. Listed - S2203 FM Approved - 0B4A6.AY CSFM - 7165- 0900:115 New York City - MEA266 -97 -E 10 -2203 10 -2204 10- 2201 -X 10 -2254 Cheetah Relay Module (10 -2204) CATALOG NUMBER 1145 a.r.....t SY'.Y„j:......- i. r.. �• �..-...,:,. f�iC. r .2.:...r.%•.. , �...- .w.1�.7.,.. • . ' 'O�". The Cheetah Relay Module (CRM4) provides four relays. Each relay is independently programmable and rated for 2A @ 30Vdc or 0.5A @ 120Vac. The Cheetah supports up to 2 CRM4 modules. Cheetah Reverse Polarity Module (10 -2254) AV : ?:Ir t�rH a }• { ^ri ;n is ■7 The Cheetah Reverse Polarity Module (CRPM) provides two reverse polarity (NFPA 72 Remote Station) outputs on a single card. The outputs are programmed for one of two options, either 1) alarm /trouble on one output with supervi- sory on the other output or 2) alarm on one output with trouble on the other output. The CRPM occupies the space of one CRM4 module. Note: All 4 modules are installed onto the main Cheetah Controller and require no separate enclosure. Mounting hardware is included when ordering the module. August, 1999 Revised Issue 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229 -3405 • Fax (816) 229-4615 • E -Mail fpssales @fike.com FORM NO, D1145 Copyright O 1999 by Fike Corporation All rights reserved PRINTED IN U.S.A. z re 111 JU 00 N O U) ILI J Q LL w 0 2 g a =d w Z I t•- H O Z t` • w U � ON O E- • w HE- uO w z U = O~ z • Protection Systems Engineer and Architect Specifications 4g AAV:147-11J U.L. LISTED F.M. APPROVED C.S.F.M. APPROVED B.S.A. MANUAL RELEASE SWITCH 10 -1638 DESCRIPTION The Manual Release Switch is a dual actuation device which provides a means of manually discharging the automatic fire extinguishing system when used in conjunction with the Fike Control Panel. To operate the Manual Release Switch pull the spring clip safety pin (breaking the seal) and depress the button. The switch will remain engaged until released by unlocking the button with a SYSTEM ABORT SWITCH 10 -1639 DESCRIPTION The System Abort Switch is designed to be used in conjunction with other sys- tem equipment. It provides a temporary manual means by which the system actuation circuit may be interrupted, when operated prior to the circuit actua- tion. The unit employs a momentary contact push button switch. While depressed, the switch causes the agent MAIN - RESERVE SWITCH 10 -1640 DESCRIPTION The "Main" to "Reserve" switch is used with systems that incorporate main and reserve (back -up) agent storage. The switch may utilize 1 or 2 Form "C" Contact blocks which will provide an electrical path to either the "Main" or "Reserve" releasing modules. Following a system discharge, reset any field devices. Once all devices are in a stand -by status the Main- Reserve Switch may be moved to the "Reserve" I Protection Systems Division Fike Corporation 704 South 10th Street • P.O. Box 610 • Blue Springs, Missouri 64013 -0610 U.S.A. • Telefax (816) 229 -4615 key. A single normally open contact block is provided. The front housing of the Release Switch is constructed of stainless steel with the keyed red plastic release button centered and bordered in black trim. The dimensions of this corn - ponent are 4 -1/2" wide, 4- 9/16" high and 2 -3/8" deep, and it may be mounted to a standard 4" electrical box or others (ref- erence Data Sheet 1031). release circuit to be manually delayed. Upon release of the Abort Switch, the release circuit will follow the specific configuration of the system control panel. The Abort Switch may be mounted to a standard 4" electrical box or others (ref- erence Data Sheet 1031). position. The Control Panel may then be reset to a normal mode for uninter- rupted Fike protection. The empty "main" containers can be removed for recharge. After the containers in the "Main" system have been recharged, the switch may be returned to the "Main" position. The switch may be mounted to a stan- dard 4" electrical box or others (refer- ence Data Sheet 1031). February, 1996 Revised Issue • Fike P/N Manufacture P/N Shell Size Input Voltage (VDC) Input Current dBA @ 10 Feet Approvals 20 -110 MB- G6 -24 -R 6" 24 0.030 92 UL, CSFM, MEA, FM, ULC, BFP 20 -111 MB- G10 -24 -R 10" 24 0.030 92 • BELLS 20 -110, 20 -111 1 ke® P rotection Systems Architect and Engineer Specification Descr ption Fike's motor bells provide a better engineered motor bell for fire and life safety alarm systems. A number of improvements have been built into the bell line, including higher dBA, low current draw, built -in trimplate for semi - flush mounting, low frequency aluminum shells, and low RFI noise. The motor is a durable, high torque, perma- nent magnet motor selected for its high performance and long life. Ordering Information Features CATALOG NUMBER 1104 • UL Listed for Fire Protective Service. • High sould output with low current draw. • Low frequency aluminum shells for better audibility through walls, foors, and other structures. • Both 6" and 10" shell sized for 24 VDC model. • Integral RFI suppression to minimize induced noise on the alarm lines. • Built -in trimplate makes semi -flush mounting simpler and less expensive. • Screw terminals permit fast in -out field wiring of 12 to 18 AWG wire. • Polarized for DC supervision of alarm lines. • Operate on filtered or unfiltered DC. • Mount to a Standard 4" squat backbox. Notes: 1. Built -in trim plate eliminates need for SFP plate. 2. Typical dBA at 10 Ft. is measured in an anechoic chamber. 3. 24 VDC models are U.L. rated for 18.0 to 31.0 VDC. All DC models can be used with filtered and unfiltered (full wave rectified) voltage. I ke Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229 -3405 • Fax (816) 229 -4615 • E -mail fpssales @fike.com April, 1996 New Issue ke® Pr otection Systems AGENT RELEASE MODULE Clean Agent Suppression Systems Architect and Engineering Specifications DESCRIPTION F e otection Systems Division Fike Corporation The Agent Release Module (ARM lil), in conjunction with a Fike Control Panel, allows the electrical actuators used with Fike Clean Agent containers to be wired in "parallel ". This configuration substantially increases the overall reliability of the Clean Agent releasing circuit. With series -wired ac- tuator circuits, a problem in a single actuator will incapaci- tate the entire system. Utilizing parallel -wired actuators, that same incident would incapacitate only that individual Clean Agent container; all others would still be active. The Agent Release Module (ARM III) is compatible with either Class "A" or Class "B" wiring. When an ARM III is used in a Class "A" wiring configuration, the resulting sys- tem is the most reliable available for today's Fire Protec- tion. 10.1832 U.L. Listed - S3217 F.M. Approved - 0B4A6.AY (Cheetah) 0Y4A4.AY (Rhino) OZOAO.AY (SHP) INSTALLATION ARCHITECT SPECIFICATIONS CATALOG NUMBER 1027 The Fike Agent Release Module (ARM III) is mounted in the lower right corner of a 4 11/16" (11.9 cm) square box which connects to the actuator boss on the Clean Agent container. The ARM III is a solid -state circuit board and con - taihs a terminal strip for the connections of field wiring and • actuator leads. The module is also equipped with a polarity diode that illuminates if the field wiring has been installed with reversed polarity. Special care should be taken to as- sure proper polarity. Each Clean Agent container shall be provided with a Fike P/N 10 -1832 Agent Release Module (ARM III) to allow all electrical actuators to be connected in parallel. Series -wired actuators are not acceptable. The ARM III shall be located at each container and shall be securely mounted in the lower right hand corner of a 4 11/16" (11.9cm) square electrical box, with cover.. All wiring to the Clean Agent container and the actuator leads shall connect to a terminal strip located on the ARM III. June, 1998 Revised Issue 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229.3405 • Fax (816) 229.4615 • E -mail fpssales @fike.com FORM NO. D1027 Copyright © 1998 by Fike Corporation All rights reserved PRINTED IN U.S.A. z z W QQ JU O 0 w UJ J F=- (" LL W 2 u. ? . - d I = W •- _ z 1- O w ~ U � O — O I— W W • O .. z W O ~ z • Protection Systems Architect and Engineer Specification DESCRIPTION P/N 02 -3643 1" x 3" 02 -3644 4" x 4" I The Fike pull station model 02 -3710 is a high quality, all metal unit. Internal to the manual pull is a SPST switch, connected to a terminal strip for quick field terminations. The switch utilizes a normally open contact rated for 2.5A, 120/250V that closes when the pull station is activated. The double action station is operated by raising the hinged outer cover and pulling down on the front cover. The pull station hangs down for posi- tive indication and can only be reset by the use of a key supplied with the unit. MANUAL PULL LABELS (optional) Size Wording FM -200 DISCHARGE MANUAL FM -200 DIS- CHARGE STATION 02 -3710 SPECIFICATIONS Switch Rating: 2.5 amp, 120/250V Approximate Pull Station Dimensions: 5 "H x 3 "W x 1"D Color: Red with raised white letters WIRING DIAGRAM TO CONTROL PANEL PULL SCREW TERMINALS TO NEXT DEVICE OR EOL June, 1998 New Issue Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013-0610 U.S.A. • (816) 229 -3405 • Fax (816) 229 -4615 • E-mail fpssales @fike.com FORM NO. D1157 Copyright 0 1998 by Fike Corporation All rights reserved PRINTED IN U.S.A. z 'F- u tY _J 0 0 (0 o. to U.1 J H N LL w Q ° }} OC -A u_ = w I— _ ? I— 11.1 Lu U� ON a w L w z o 1- z '.orI Fi ER . A Subsidiary of Pittway Corpoi •Section: Miscellaneous MR Series Control Relays K -100 , December 17, 1995 GENERAL • • The Air Products & Controls MR Series Multivoltage Con- trol Relays offer SPDT or DPDT 10 amp contacts which may be operated by one of four Input control voltages. A single relay may be energized from a voltage source of 24 VDC, 24 VAC, 115 VAC, or 230 VAC by wiring to appropri- ate input terminals. Each relay contains a red light emitting diode (LED) which indicates the relay coil Is energized. Relays may be "snapped apart" from a standard 4 module assembly and used independently. ' • These devices are Ideal applications where local con- tacts are required for system status, remote contacts for control of electrical loads and general purpose switch- ing. They are suitable for use with HVAC, Temperature Control, Fire Alarm, Security, Energy Management, and Lighting Control Systems. The.Alr Products & Controls MR -199 Heavy Duty Power Relays are designed for control applications where 30 amp DPDT contacts are required. The 24 VDC coils are mounted in a rugged steel enclosure. MR SERIES FEATURES (Excluding MR-199 Series) • Each relay position may be energized from one of four input control_ voltages. • Each relay position contains a red LED which' illumi- nates when the coil Is energized. This provides a time saving convenience when checking an installed sys- tem, no metering Is required. • Single, dual, or triple relay modules may be "snapped apart" from a standard. 4 position master. • ' SPDT or DPDT relays available. • • Available in dust -proof metal (with gray plastic cover on 'MR -101 /C and MR- 201 /C) enclosures with LED view- ing port. • Track mounting hardware to facilitate installation in stan- dard cabinets. • UL recognized relays rated at 10,000,000 mechanical operations. This document is not intended to be used for installation purposes. We try to keep our product Information up -to -date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact NOTIFISR. Phone: (203) 484 -7161 FAX: (203) 484-7118 N OTO Flf Ea 12 Clintonville Road, Northford, Connecticut 08472 w MEA 73 -92 -E 'S �) t;,; r' ttt�r`•, , r+� ' �- i �a� . �r G:. r i��4h! i �J' �iluL' r'. 9•ra�'7w�.1it1,.3� tiv�i(f? S3403 (models with metal enclosure only) �r rSM�iFStr3�b,�rx' ? �ir $ii}:. The MR- .104/C ISO -9001 Engineering and Manufacturing Quality System Certified to International Standard ISO -9001 The MR -101 /C California . State Fire Marshal • • 7300 -1004 :101 irrorimemmood Made In the U.S.A. 0N- 3477 -- Page 1 of 2 II- W 6 00 to 0 J H w J N = w H = Z i— ZO UJ • 0 O • N O I— • W H - L1. 0 Z U = O Z • . • MODEL NUMBER COIL VOLTAGE CONTACTS . MOUNTING 24.VDC 2 4 VAC 115 VAC 230 VAC SPDT (10A) DPDT (10A) DPDT . (30A) Track Spacer Enclosure MR- 1D1fr. X X X X 1 X . MR -101 /C X X X 1' X . MR- 104/T' X X X X 4 X . MR- 104 /C X X X X 4 X MR- gO.1/T X X X X 1 X MR -209 /C • X X X X I MR -204/T ' X X X' X .4 X X MR -204/C . X _ X X X X 4 . x X MR-190X-13 MR= 199X -13/C X 1 1 X MULTIVOLTAGE CONTROL RELAYS' Power requirements: MR -901 Position, Is rated at 0.015 amps (15 milliamps) 24 VAC, 24 VDC, 115 VAC, 230 VAC,. M1 •PosltJorris rated at•0.035 amps (35 mlliiamps) @ 24 VAC, 24 VDC, 115 VAC, 230 VAC. ' Relays; MR -1O1 is UL recognized SPOT. MR -201 is UL recognized DPDT. Enclosure: 18 gauge CRS, plated with 1/2" conduit knock- buts (top & bottom). The MR- 101 /C and MR -201 /C In- clude a metal backbox with durable plastic cover. Contact Rating: 10.0 A @ 115 VAC. Ambient temperature: -50 °C to +85 °C. Dimensions: MR -101/T and MR -201/T are 3.0" (82 mm) H x 2.125" • (54 mm) W x 1.5" (38.1 mm) D. • MR -104/T and MR -204 ?are 3.0" (82 mm) H x 8.5" (215 mm) W x 1.5" (38.1 mrri) D: MR- 101/C. and MR -'01 /C aro. 5.125" (130.2 mm) H x 3.25" (82 mni) W x ;5" (45: mm) D. . MR -1 04 /C and MR -204/C are 6 :125" (130.2 mm) H x 9.5" (241.3 mm) W. x 2.5" (63.5 mm) D. r MR SERIES RELAYS FOR. 6'BEAVY DUTY p.QWER RELAYS• C'bnta4t arrangement:. DPDT standard. ' • Contact rating:.30'Amps @ 300 VAC, 2 HP motor load. Coll power: MR- 199X -13• ls,rated 'at 24 VDC @ 85 mA. Temperature range: -30 °C to • Dimensions: • ".. . MR- 199X -13 ;s 3.13" (79.4 mm) H x 2.5" (63.5 mm) W x 2.31" (56.7 'mm) D. . MR- 199X -13 /Cis 5.31" (134.9 H x 3.3B" (85.9 mm) W x 3.13 '196.8 mm) D. • PRODUCT 'LINE INFORMATION Model Description MR -101/T •Single SPDT Relay with LED & Track Mount- ing Hardware. MR- 101/C. Single SPDT Relay .with LED. mounted in metal enclosure with plastic cover.. MR -104/T 4- Position SPDT Relay with LED & Track Mounting Hardware. .MR -104/C 4- Position SPDT Relay with LED mounted in metal enclosure, ' • . MR 201/T Single DPDT Relay with LED & Track • Mounting Hardware. ' ' . • MR -201/C Single DPDT Relay with LED mounted in metal enclosure with plastic cover. MR -204/T 4- Position DPDT Relay with LED •& Track Mounted Hardware. MR -204 /C 4- Position DPDT Relay with LED mounted in metal enclosure. • MR- 199X -13 DPDT, 24 VDC, heavy -duty relay only MR- 199X -13 /C DPDT, 24 VDC, heavy - duty relay mounted in enclosure. Page 2 of 2 -- DN -3477 SpectrAlertTM Wall -Mount Horns, Strobes, and Horn /Strobes * SYSTEM SENSOR Models Available* Horn /Strobes P1215 P2415 P2430 P24110 Strobes S1215 S2415 S2430 S24110 Horns H12/24 P121575 P241575 P2475 S121575 S241575 S2475 * Refer to Ordering Information for other configurations Product Overview Meet UL and ADA signaling requirements Low current draw More devices per loop Lower installed cost Universal mounting plate Included Accessory mounting plates available Field - selectable horn tones Electromechanical / 3kHz Temporal 3 / Non - temporal 3 High / Low dBA output Available in 15, 15/75, 30, 75, and 110 candela Synchronizable horns and strobes with Sync•Circuit"" module Aesthetic design MEA approved System Sensor's SpectrAlert wal -mount series includes a complete line of electronic horns, strobes, and horn /strobes. Intended for primary signaling use, SpectrAlert products meet UL1971, UL464, and Americans with Disabilities Act requirements. Performance. With its extremely efficient reflector design and Xenon flash tube, SpectrAlert offers current draw reductions as high as 40% over previous gener- ation designs. By consuming less current, the flexibility to connect more devices per loop is possible, for a lower installed cost. Installation. SpectrAlert products offer installation ease which also lowers the installed cost. By taking up no room in the back box, SpectrAlert strobes and horn/strobes make wiring connections simpler and faster. Each SpectrAlert includes a universal mounting plate for 4 "square and single gang back box mounting. Accessory mounting plates are also available for small footprint or surface mount applications. Flexibility. SpectrAlert offers the flexibility to meet a broad range of requirements. The SpectrAlert horns and horn/strobes feature a number of field - selectable /reversible horn tones. For visible requirements, SpectrAlert strobes and horn /strobes are available in a wide variety of configurations to address non - sleeping area, sleeping area, and corridor requirements. Offerings include 24 -volt models at 15, 15/75, 30, 75, and 110 candela, and 12 -volt devices at 15 and 15/75 candela. Aesthetics. To meet building owner aesthetic requirements, SpecrrAlert incorporates a stylish, low profile design. And this aesthetic is consistent across all SpectrAlert wall -mount products. Engineering Specifications • General . ,SpectrAlert horns, strobes:and horn/strobes shall Be capable of mounting to a standard 4" x 4 "x 1 back box 'or a • single. gang 2" x 4" x.1 /8" :back box using the .universal • mounting plate included with each SpectrAlert . product. Also,. SpectrAlert products, when used in conjuction with the accessory Sync•Circuit Module; shall be powered froth a. non -coded power• supply and shall operate on 12 or 24 volts. 12 volt rated devices shall have an operating voltage range of 10.7 -17 volts. 24 -volt rated devices shall have an operating voltage range or 20 -30 volts. SpectrAlert products shall have an operating temperature of 32° to 120 °F and operate from a regulated DC or full wave rectified, unfiltered power supply. Horn Horn shall be a System Sensor SpectrAlert Model capable of operating at 12 and 24 volts. Horn shall be listed to UL 464 for fire protective signaling systems. The horn shall have two tone options, two audibility options (at 24 volts) and the option to switch between a temporal 3 pattern and a non- temporal continuous pattern. All horn models shall operate on a coded power supply. Strobe Strobe shall be a System Sensor SpectrAlert Model listed to UL 1971 and be approved for fire protective service. The strobe shall be wired as a primary signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appli- ances, flashing at 1Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens /reflector system. Specifications Walk Test SpectrAlert horn /strobe and horn only work on "walk tests" with time durations of 4 seconds or greater Input Terminals 12 to18AWG Dimensions Strobe and horn /strobe with universal plate 5" x 5 x 2 Strobe and horn /strobe with small footprint plate 3 x 5 x 2 Horn with universal mounting plate 5" x 5 x 1 Horn without mounting plate 2 x 5 x 1 Weight, horn only 7.2 oz. Weight, strobe and horn /strobe 8.8 oz. Mounting 4" x 4" x 1 or 2" x 4" x 1 /6" standard boxes Indoor Operating Temperature 32 °F to 120 °F (0 °C to 49 °C) Maximum humidity 95% as tested per UL464 Horn /Strobe Combination Horn/Strobe shall be a System Sensor SpectrAlert Model listed to UL 1971 and UL 464 and shall be . approved for fire protective service. Horn /strobe shall be wired as a primary signaling notification appliance • and comply with the Americans with Disabilities Act . .requirements for visible signaling appliances, flashing at' 1Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens /reflector system. The horn shall have two tone options, two audibility options (at 24 volts) and the option to switch between a temporal 3 pattern and a • non - temporal continuous pattern. Strobes shall be powered independently of the sounder with the removal of factory installed jumper wires. The horn on horn/strobe models shall operate on a coded or non -coded power supply (the strobe must be powered continuously). Synchronization Module Module shall be a System Sensor Sync•Circuit listed to UL 464 and shall be approved for fire protective service. The module shall synchronize SpectrAlert strobes at 1Hz and horns at temporal 3. Also, the module shall silence the horns on horn/strobe models, while operating the strobes, over a single pair of wires. The module shall be capable of mounting to a 4 x 4 /16 "x 2 back box and shall control two Style Y (class B) or one Style Z (class A) circuit. Module shall be capable of multiple zone synchronization by daisy chaining multiple modules { together and re- synchronizing each other along the chain. The module shall not operate on a coded power supply. Weatherproof ( horn and horn /strobes) Operating Temperature 32 °F to 150 °F (0 °C to 66 °C) (outdoor strobe only) -40 °F to 158 °F ( -40 °C to 70 °C) ULC Canadian Models •40 °C to 66 °C Voltages 12 or 24VDC and FWR unfiltered Operating voltage range` 12V: 1O.5.17V; 24V: 20-30V Operating voltage range* (with Sync•Circuit module, MDL) 12V, 11 -17V; 24V, 20-30V These products should be operated within their rated voltage range: UL does, however, test functional Integrity to .20% and +10% of manufacturer's stated ranges. U.S. Patent Numbers 5,593,569 5,914,665 6,049,446 Z Z re W 00 UJ w 2 J L1 < d = w Z 1- O Z W 30 O ( F•- w W W Z O •' Z ,, 12V 10.5V Average Models 12V (;Urr6 • • 17V (mA) , .. 24V 20V Models 24V 30V 12V 10.5V Peak Models 12V Current , 17V (mA) 24V 20V Models 24V 30V 12V 10.5V In Models 12V Rush Current . 17V (mA) 24V 20V Models 24V • 30V Candela DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR 15 133 159 114 157 81 128 50 61 43 60 38 80 460 460 450 480 420 480 135 204 135 208 135 185 80 108 92 .124 140 190 97 129 116 152 147 198 15/75 168 182 142 171 99 150 56 65 49 64 44 62 490 520 490 520 460 480 150 199 150 207 150 198 76 104 88 126 160 185 97 135 118 164 147 211 30 NA NA NA NA NA NA 78 84 87 82 58 72 NA NA NA NA NA NA 183 201 183 219 183 216 NA NA NA NA NA NA 97 129 118 152 147 198 75 NA NA NA NA NA NA 145 170 123 159 102 141 NA NA NA NA NA NA 350 440 340 460 330 480 NA NA NA NA NA NA 190 240 230 280 290 380 110 • NA NA NA NA NA NA 169 220 140 191 115 174 NA NA NA NA NA NA 460 560 450 570 420 620 NA NA NA NA NA NA 190 230 220 290 290 370 High /Low Temp/ Tone Volume Non 10.5V 12V Models 12V 17V 24V 20V Models 24V 30V DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR Electra High Temp 10 11 10 10 14 14 19 21 25 18 29 26 mech. Non 10 16 10 19 14 25 17 29 23 34 30 42 . Low Temp NA NA NA NA NA NA 11 12 13 13 17 15 Non NA NA NA NA NA NA 12 16 14 19 17 24 3000 Hz High Temp 11 13 11 11. 16 16 24 26 28 23 37 33 Interrupt. Non 11 17 11 21 14 28 19 34 27 39 35 45 Low Temp - NA NA NA NA NA NA 14 14 17 15 21 19 Non NA NA NA NA NA NA 13 1.8 16 21 22 25 High /Low Temp/ Tone Volume Non 10.5V 12V Models 12V 17V 20V 24V Models 24V 30V DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR Electra High Temp 143 170 124 167 95 142 69 82 68 78 67 87 mech. Non 143 170 124 167 95 142 67 90 66 94 68 103 Low Temp NA NA NA NA NA NA 61 73 56 73 55 76 Non NA NA NA NA NA NA 62 77 57 79 55 85 3000 Hz High Temp 144 172 125 168 97 144 74 87 71 83 75 94 Interrupt. Non 144 173 125 168 95 146 69 95 70 99 73 106 Low Temp NA NA NA NA NA NA 64 75 60 75 59 80 Non NA NA NA NA NA NA 63 79 59 81 60 86 High /Low Temp/ Tone Volume Non 10.5V 12V Models 12V I 17V 20V 24V Models 24V 30V DC FWR DC FWR DC FWR DC FWR DC FWR DC FWR Electra High Temp 178 193 152 181 113 164 75 86 74 82 73 88 mech. Non 178 193 152 181 113 164 73 94 72 98 74 104 Low Temp NA NA NA NA NA NA 67 77 62 77 61 77 Non NA NA NA NA NA NA 68 81 63 83 61 86 3000 Hz High Temp 179 195 152 183 115 166 80 91 77 87 81 95 Interrupt. Non 179 196 152 183 113 168 75 99 76 103 79 107 Low Temp NA NA NA NA NA NA 70 79 66 79• 65 81 Non NA NA NA NA NA NA 69 83 65 85 66 87 Non-Temporal Low Tone Electromechanical 10.5 12 17 20 24 30 10.5 12 17 20 24 30 Temporal Low Tone Electromechanical 3000 HZ Interrupted NA NA NA 75 75 79 NA NA NA 94 96 98 NA NA NA 75 79 79 NA NA I NA 94 96 98 High Tone Electromechanical 3000 HZ Interrupted 75 75 79 82 82 82 94 95 98 100 101 102 75 75 79 82 85 85 94 95 98 100 101 102 Non-Temporal Low Tone Electromechanical NA NA NA 79 82 85 NA j NA NA 94 96 98 3000 HZ Interrupted NA NA NA 82 82 85 NA 1 NA NA 94 96 98 High Tone Electromechanical 79 79 85 85 88 88 94 95 98 100 101 102 3000 HZ Interrupteo 79 82 85 88 88 88 93 195 98 100 101 102 ■ SpectrAlert Current Draw Table Strobe Only Horn Only Average Current (mA) Horn /Strobe 15 cd Horn /Strobe 1575 cd Average Current (mA) Average Current (mA) Sound Output Guide (dBA) UL Reverberant Room dBA @ volts DC Horn /Strobe 30 cd Average Current (mA) 24V Models High /Low Temp/ 20V • 24V Tone Volume Non Electra High Temp mech. Non Low Temp Non 3000 Hz High Temp Interrupt. Non Low Temp Non 91 100 83 DC 97 95 89 90 102 97 92 FWR 2.05 113 96 98 108 116 96 DC 92 90 80 81 95 94 84 FWR 100 11.6 95 101 105 121 97 DC 87 88 75 75 95 93 79 103 Horn /Strobe 75 cd Average Current (mA) 24V Models High /Law Temp/ 20V 24V Tone Volume Non Electra- High Temp mech. Non Low Temp Non 3000 Hz High Temp Interrupt. Non Low Temp Non 158 188 139 30V FWR 98 114 87 96 . 105 117 91 80 97 DC 164 163 156 157 169 164 159 FWR 191 188 182 182 196 192 184 DC FWR 148 146 136 137 151 150 140 167 169 162 162 172 175 164 DC 131 132 119 119 139 137 123 Horn /Strobe 110 cd • Average Current (mA) 24V Models High /Low Temp/ Tone Volume Non Electro- High Temp mech. Non Low Temp Non 3000 Hz High Temp interrupt. Non Low Temp Non DC FWR 188 186 180 232 181 193 188 183 241 238 232 246 242 234 DC 165 163 153 154 FWR 209 211 204 204 DC 144 145 132 132 214 168 167 157 217 206 152 150 136 20V 182 232 Anechoic Room Peak dBA @ 10ft. /volts DC 156 24V 30V FWR 167 169 • 156 157 174 177 160 163 124 162 30V FWR 200 202 189 190 207 210 193 205 137 195 Z Z re al J O 0 0, 0 w J H • ti. W J LL a co �W Z 2 f- ' F- O Z H ul U O N • 1- W W • 0 I1. 0 .. Z U= Z SpectrAlert Ordering Information Notes: Agency Listings- Indoor models: UL, ULC, FM, CSFM, MEA. Weatherproof models: UL, CSFM (strobe only), MEA, ULC. All of•these SpectrAlert products are designed for wall mount only. AU weatherproof models must use weatherproof back box model WBB. Installation of less than 75 can- dela strobes may be permissible under the equivalent facilitation clause of the ADAAG (Sec. 2.2). However, It is the responsibility of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. All 15/75 candela strobes or horn /strobes are recommended for 20' x 20' rooms or less. *Horn and horn /strobe current draws assume horn Is set at temp 3, electromechanical tone and high audibility. FWR = Full Wave Rectified System Sensor Sales and Service System Sensor Headquarters 3825 Ohlo Avenue St, Charles, IL 60174 Ph: 800•SENSOR2 Fx: 630/377 =6495 Documents On Demand: 1.800. 7364672 x3 Web: www.systemsensor.com System Sensor in Canada Ph: 905.812,0767 Fx: 905.812.0771 System Sensor in Europe Ph: + 44.1403,276500 Fx:'+ 44.1403.276501 System Sensor In China Ph: + 86,29.524.6253 Fx: + 86.29.524.6259 System Sensor In Singapore Ph: + 65,273.2230 Fx: + 65.273.2610 C 1999 System Sensor. The company reserves the right to change product specifications without notice. System Sensor In the Far East Ph: + 852.21919003 Fx: + 852.27366580 System Sensor In Australia Ph: + 613.54.281.142 Fx: + 613.54.281.172 System Sensor In India Ph: + 91.11.558.2119 Fx: + 91.11.567.6815 A05.936-09.6/00(10K)•0572 .r.1 �41( b.¢ daeFkwYi�uthi;uddY".li�tL'�LYiS d: - 'Red White Voltage Candela Avg. mA* I eNom. VDC Avg. mA* eNom.FWR ** corn /Strobes • P1215 , P121575• P1215W P121575W 12 1.2 15 15/75 1.24 152 167 181 • • • P2415 P2415W • 24 . 15 68 78 • P241575 P241575W 24 15/75 74 82 P2430 P2430W 24 30 92 100 ' P2475 P2475W 24 75 148 167 P24110 P24110W 24 1.10 165 209 ' P121575K (weatherproof) — 12 15/75 124 167 ' P241575K (weatherproof) — 24 15/75 74 82 P2475K (weatherproof) — 24 75 148 167 P24110K (weatherproof) — 24 110 165 209 . P241575P (no lettering) P241575PW 24 15/75 74 82 P241575AG (AGENT) — 24 15/75 74 82 P241575EV(EVAC) — 24 15/75 74 82 Canada P2415A P2415WA 24 15 68 78 P241575A P241575WA 24 15/75 74 82 P2475A P2475WA 24 75 148 167 P24110A P24110WA 24 11.0 165 209 • P241575KA (weatherproof) — 24 15/75 74 82 P2475KA (weatherproof) — 24 75 148 167 P24110KA (weatherproof) — 24 110 • 165 209 Latin America P241575F (FUEGO) — 24 15/75 74 82 Strobes S1215 S1215W 12 15 114 157 S121575 S121575W 12 15/75 142 171 S2415 52415W 24 15 43 60 S241575 S241575W 24 15/75 49 64 S2430 52430W 24 30 • 67 82 S2475 S2475W 24 75 123 159 S24110 524110W 24 110 140 191 5121575K (weatherproof) — 12 15/75 142 171 • 5241575K (weatherproof) — 24 15/75 49 64 • S2475K (weatherproof) — 24 75 123 1.59 524110K (weatherproof) — 24 110 140 191 5241575P (no lettering) 5241575P.W 24 15/75 49 64 5241575AG (AGENT) • — 24 15/75 49 64 5241575EV(EVAC) — 24 15/75 49 64 Canada S2415A 52415WA 24 15 43 60 5241575A 5241575WA 24 1.5/75 49 64 S2475A S2475WA 24 75 123 149 524110A S24110WA 24 110 140 191. S241575KA (weatherproof) — 24 15/75 49 64 S2475KA (weatherproof) — 24 75 123 149 S24110KA (weatherproof) — 24 110 140 191. Latin America • S241575F (FUEGO) — 24 15/75 49 64 Horns H12/24 H12/24W 12/24 NA 10/25 10/18 H12/24K (weatherproof) — 12/24 NA 10/25 10/18 Canada HC12 /24A HC12 /24WA 12/24 NA 10/25 10/18 HC12 /24KA — 12/24 NA 10/25 10/1.8 Sync•Clrcult MDL MDLW 12/24 NA 10/11 12/15 Module Canada MDLA MDLWA 12/24 NA 10/11 12/15 Small Footprint Mounting Plate for Single Gang Only S•MP S-MPW NA NA NA NA Surface Mount Back Box Skirt BBS BBSW NA I NA NA NA Universal Mounting Plate (replacement) D -MP D•MPW NA NA NA NA Weatherproof Back Box WBB — I NA NA NA NA SpectrAlert Ordering Information Notes: Agency Listings- Indoor models: UL, ULC, FM, CSFM, MEA. Weatherproof models: UL, CSFM (strobe only), MEA, ULC. All of•these SpectrAlert products are designed for wall mount only. AU weatherproof models must use weatherproof back box model WBB. Installation of less than 75 can- dela strobes may be permissible under the equivalent facilitation clause of the ADAAG (Sec. 2.2). However, It is the responsibility of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. All 15/75 candela strobes or horn /strobes are recommended for 20' x 20' rooms or less. *Horn and horn /strobe current draws assume horn Is set at temp 3, electromechanical tone and high audibility. FWR = Full Wave Rectified System Sensor Sales and Service System Sensor Headquarters 3825 Ohlo Avenue St, Charles, IL 60174 Ph: 800•SENSOR2 Fx: 630/377 =6495 Documents On Demand: 1.800. 7364672 x3 Web: www.systemsensor.com System Sensor in Canada Ph: 905.812,0767 Fx: 905.812.0771 System Sensor in Europe Ph: + 44.1403,276500 Fx:'+ 44.1403.276501 System Sensor In China Ph: + 86,29.524.6253 Fx: + 86.29.524.6259 System Sensor In Singapore Ph: + 65,273.2230 Fx: + 65.273.2610 C 1999 System Sensor. The company reserves the right to change product specifications without notice. System Sensor In the Far East Ph: + 852.21919003 Fx: + 852.27366580 System Sensor In Australia Ph: + 613.54.281.142 Fx: + 613.54.281.172 System Sensor In India Ph: + 91.11.558.2119 Fx: + 91.11.567.6815 A05.936-09.6/00(10K)•0572 .r.1 �41( b.¢ daeFkwYi�uthi;uddY".li�tL'�LYiS d: ENGINEERED NOZZLES Fi ke® rotection Systems Clean Agent Suppression Systems Architect and Engineer Specification DESCRIPTION The function of the Fike Engineered Discharge Nozzle, in a fire extinguishing system, is to distribute the Clean Agent in a uniform, predetermined pattern and concentration. The nozzles are designed to complete the discharge of Clean Agent in 10 seconds, or less, when installed within the de- sign limitations of the Fike Design, Installation & Mainte- nance Manual, P/N 06 -202 and the Fike Flow Calculation computer program. Fike Engineered Discharge Nozzles are available in sizes of 3/8" (10mm) thru 2" (50mm). Each nozzle is available in 180 and 360 degree discharge patterns. The Discharge Nozzle size refers to the size of Schedule 40 or 80 steel pipe to which it can be connected. The nozzle discharge orifices are drilled perpendicular to the center line of the threads and discharge on a horizontal axis. Nozzle orifices are available in a wide range of sizes to pro- vide accurate Clean Agent flow results. All nozzles have been tested for their ability to discharge the Clean Agent under extreme conditions. Nozzle orifice drilling must be done at the Fike factory, or 80-053 THRU 80-066 U.L. Listed - Ex4623 U.L.C. Listed - CEx1136 FM Approved - 0Y4A8.AF CATALOG NUMBER .` . 1103 other U.L. listed nozzle drill station, only after "As- Built" calculations of the installed piping system(s) have been per- formed, using the Fike Flow Calculation computer program. As an option, deflector plates are available for use where sensitive ceiling tiles must be protected. The Fike Discharge Nozzle used shall be Factory Mutual (FM) approved and Underwriters Laboratories (UL) listed. ARCHITECTS SPECIFICATIONS The nozzle used to disperse Clean Agent shall be a Fike Series 80. The nozzle shall be available in 3/8" (10mm) thru 2" (50mm) sizes. Each size shall be available in both 180 and 360 degree dispersion patterns. The nozzle used shall have pipe threads that correspond to the nozzle size. All nozzles shall have an orifice size determined by a UL listed and FM approved flow calculation program. All nozzle ori- fice drilling shall be performed by the manufacturer or a UL listed nozzle drilling facility. Deflector plates shall be avail- able as an option. ike Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013-0610 U.S.A. • (816) 229.3405 • Fax (816) 229.4615 • E -mail fpssales @fike.com June. 1998 Revised Issue • NOTES: FORM NO. D1103 Radius = 45' • 8" (13". Ceiling Ht. = 12' to 10 -0' (30.5cm to 3.05m) 18d Nozzle NOZZLE SIZE Radius = 29' - 8" t (9.04m) R 1 Ceiling Ht. = 12" to 10 -0' (30.5cm to 3.05m) • (NPT) (mm) PART NUMBER PART NUMBER 3/8" (10) 80 -060 80 -052 1/2" (15) • 80 -061 80 -053 3/4" (20) 80 -062 80 -054 1" (25) 80 -063 80 -055 1 1/4" (32) 80 -064 80 -056 1 1/2" (40) 80 -065 80 -057 2" (50) 80 -066 80 -058 . The maximum allowable area coverage includes any area within the radius distance from the nozzle ( "R" dimension) to the most extreme wall or corner. b. Nozzles should be located on center line of hazard area. c. When working with ceiling heights exceeding the values tabulated above, the hazard volume must be broken down into vertically stacked hazard volumes, with heights Tess than the maximums shown in the table. It is imperative that unusual applications of this nature be handled by experienced design engineers and, in most cases, operational tests should be performed before the system is put into service. d. Dimensions and nozzle data shown are taken from the UL listed and FM approved Design, Installation & Mainte- nance Manual - P/N 06 -202. e. 180 and 360 degree nozzles may be placed a maximum of 1 foot (30.5cm) down from the ceiling, and 180 degree nozzles may be placed a maximum of 1 foot (30.5cm) from the wall. Copyright © 1998 by Fike Corporation 36d Nozzle 180° NOZZLE 360° NOZZLE All rights reserved PRINTED IN U.S.A. AGENT STORAGE CONTAINERS • ti ke® Protection Systems Clean Agent Suppression Systems U.L. Listed - Ex4623 Architect and Engineer Specification FM Approved - 0Y4A8.AF DESCRIPTION Fike Series 70 Clean Agent Containers are used in fire extinguishing systems to store the Clean Agent until a fire develops and the agent must be released. The Clean Agent is retained in the container by a valve assembly which contains a fast acting rupture disc. The disc will be ruptured, and the Clean Agent released, through two methods: (1) Operation of an actuator by an electric signal that is automatically or manually controlled; (2) When the contained Clean Agent reaches an internal temperature range of 160 °F to 187 °F (71.1°C to 86.1°C), it will create suf- ficient internal pressure to burst the rupture disc and release the Clean Agent. The valve, which contains the rupture disc and actuator, is available in three sizes: 1" (25mm), 2 1/2" (65mm) and 3" (80mm). The 1" (25mm) valve is used on the 10 (4.5kg), 20 (9.1 kg), 35 (15.9kg), 60 (27.2kg), and 100 (45.3kg) contain- ers; the 21/2" (65mm) valve is used on the 125i (56.7i) and 215i (97.5i) pound (kg) containers; the 3" (80mm) valve is used on the 215 (97.5), 375 (170), 650 (295) and 1000 (454) pound (kg) containers. After a dis- charge, the valve is field reconditioned by simply re- placing three components. ike Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229-3405 • CATALOG NUMBER 1001 Fike Series 70 Clean Agent Containers have passed extensive testing by Underwriters Laboratories and Factory Mutual and are used in installations where 8 to 1002 pounds (3.6 to 454.5 kg) of Clean Agent are required. To eliminate the need of multiple contain- ers, or using more Clean Agent than necessary, these containers can be filled in 1 pound (.5kg) increments to their maximum capacity. The Clean Agent used in these containers has a natural vapor pressure of 66.4 psig (458 kPa) at 77 °F (25 °C) and is super- pressur- ized with dry nitrogen to 360 psig (2482 kPa), at 70 °F (21°C), to provide a quick and effective discharge in 10 seconds, or less. Fike Series 70 Clean Agent Containers are supplied with a pressure gauge that permits a quick, visual, inspection of container pressure. Optional items in- clude a Liquid Level Indicator, and a Low Pressure Supervisory Switch. The Liquid Level indicator pro- vides the convenience of determining the container's agent weight without removing it from its installed June, 1998 Revised Issue Fax (816) 229 -4615 • E -mail fpssales @fike.com 1 locatior. The Low Pressure Supervisory Switch pro- vides constant monitoring of the container's internal pressure. It is available in two styles; normally opened and normally closed contacts. In the event of a de- crease in container internal pressure from 360 psig to 272 psig (2482.1 kPa to 1875.4kPa), the Supervi- sory Switch normally opened /closed contacts will close /open. This will cause a supervisory trouble alarm at the system control panel. Fike Series 70 Clean Agent Containers are available for installation in the upright, inverted or horizontal positions, depending upon the user's particular needs and the type and size container specified. The mount- ing location of the container is quite flexible. It can be mounted at the exact point of discharge or at a remote location by adding distribution piping from the container to the nozzle system. (Refer to the Fike Design, Installation & Maintenance Manual - P/N 06- 202). The operating temperature range is +32 °F to +130 °F (0 °C to 54.4 °C) in any installation. The Fike Series 70 Clean Agent Containers can be used in a pre- engineered system, utilizing a balanced piping configuration(s); an engineered system, uti- lizing unbalanced piping configurations, or a combi- nation of both designs. For assistance, consult your local Fike Distributor or Fike Protection Systems. RELIABILITY Fike Series 70 Clean Agent Containers are manu- factured in strict accordance with Department of Transportation (D.O.T.) regulations. The Fike Series 70 Clean Agent Containers have successfully passed testing by Factory Mutual and Underwriters Labora- tories, Inc. Before leaving the factory, each container must pass extensive leakage testing, and pressure testing to 1000 psig (6895kPa). The containers are constructed from carbon steel alloys and painted with a durable, baked enamel finish. INSTALLATION Fike Series 70 Clean Agent Containers are supplied with a mounting bracket that is designed to provide the most effective and versatile installation for that particular container. The 10, 20 and 35 pound (4.5, 9.1 and 15.9kg) container brackets employ two U- bolts for securing the container to the bracket. The 60 pound (27.2kg) container is secured using two quick connecting, over - center handle clamps. The 125i and 215i pound (56.7i and 97.5i kg) containers utilize an "L" shaped bracket for direct wall mounting or, with an optional floor mounting kit, can be mounted • on a floor in the "valve down" position. The 100 pound (45.3kg) and 215 pound (97.5kg) through 1000 pound (454kg) containers are supplied with one or two U- shaped mounting brackets, depending upon con- tainer size, for mounting to a wall or other secure surface. ARCHITECT SPECIFICATIONS The Clean Agent shall be stored in Fike Series 70 Clean Agent Storage Containers. The containers shall be capable of being filled, in one pound (.5kg) incre- ments, to their listed maximum capacity. The Clean Agent container shall be activated by a signal from the control panel which is processed by the Agent Release Module. This module shall store the power required to operate the actuator. The valve shall con- tain a scored, non - fragmenting, rupture disc to pro- vide an immediate, total discharge of all the agent. The Clean Agent is stored in the container as a liq- uid, having a natural vapor pressure of 66.4 psig at 77 °F (457.8kPa at 25 °C). To aid in discharge, the container shall be super - pressurized to 360 psig at 70 °F (2482.1 kPa at 21.1°C) with dry nitrogen. Agent discharge shall be completed in 10 seconds, or less. Clean Agent Storage Containers shall be actuated by either an electrical manual discharge station, an automatic detection device(s) or an increase in inter- nal pressure due to heating the Clean Agent to ap- proximately 160 °F (71.1 °C). At this temperature, in- ternal pressure will be adequate to burst the rupture disc, discharging the contents of the container. Nor- mal operating temperature shall be +32 °F to +130 °F (0 °C to 54.4 °C) in any installation. Clean Agent Storage Containers shall be equipped with a pressure gauge to display internal pressure. This gauge shall be an integral part of the container and color coded for fast referencing of pressure read- ings. A Low Pressure Supervisory Switch shall be made available, as an option. A decrease in internal container pressure from 360 psig to 272 psig (2482.1 kPa to 1875.4kPa) shall cause the normally opened /closed Supervisory Switch contacts to close/ open, indicating a trouble or supervisory condition, at the control panel. Clean Agent Storage Containers shall be fastened to a wall, or other secure surface, using a one piece mounting bracket that is designed for the most ef- fective and versatile installation of each container. • • z _}- • w 00 • 0 w= • w w° w a _ • a w Z = H z � L1.1 • w 0 O 1— w W -O w z U= o z FIKE P/N .- • SIZE (LB) VALVE .(1N) EMPTY WT (LB) AGENT FILL RANGE (LBS) VALVE POSITION 70 -108 10 1 20 8 -10 Horiz. or Upright 70 -098 20 1 30 12 -21 Horiz or Upright 70 -089 35 1 55 22 -38 Horiz or Upright 70 -022 60 1 80 37 -64 Horiz or Upright 70 -088 100 1 90 58 -100 Upright 70 -041 125i 2 1/2 180 72 -125 Inverted 70 -077 215i 21 /2 225 124 -215 Inverted 70 -087 215 3 285 123 -215 Upright 70- 086.. 375 3 375 215 -375 Upright 70 -083 650 3 455 372 -650 Upright 70 -083a 650 3 455 372 -650 Upright 70 -090 1000 3 673 573 -1002 Upright FIKE P/N SIZE (KG) VALVE (MM) EMPTY WT (KG) AGENT FILL RANGE (KG) VALVE POSITION 70 -108 4.5 25 9.1 3.6 -4.5 Horiz. or Upright 70 -098 9.1 25 13.6 5.4 -9.5 Horiz. or Upright 70 -089. 15.9 25 24.9 10.0 -17.2 Horiz or Upright 70 -022 27.2 25 36.3 16.8 -29.0 Horiz. or Upright 70 -088 45.3 25 40.8 26.3 -45.4 Upright 70 -041 56.7i 65 81.6 32.7 -56.7 Inverted 70 -077 97.5i 65 81.6 56.2 -97.5 Inverted 70 -087 97.5 80 129.3 55.8 -97.5 Upright 70-086 170 80 170.1 97.5 -170.1 Upright 70 -083 295 80 206.4 168.7 -294.8 Upright 70 -083a 295 80 206.4 168.7 -294.8 Upright 70 -090 454 80 305.8 259.9 -454.5 Upright Clean Agent Storage Container Data - U.S. Standard CLEAN AGENT STORAGE CONTAINER DATA - METRIC • 3:yxc4Y � ::« „ z A- w 6 • 2 O 0 ND • tu J = w 0 ga co _ I-- z I- I- 0 zr- ww U O � o 1- w W ui • = O ~ z U.S. SIZES & DIMENSIONS SEE -LB 10 20 35 60 100 125i 215i 215 375 650 650a 1000 A (in.) 5.5 7.25 7.25 10.75 10.75 20.00 24.00 20.00 20.00 20.00 24.00 24.00 B (in.) 19.75 21.50 32.50 28.00 38.75 20.28 23.81 28.87 42.50 65.75 48.69 70.00 METRIC SIZES & DIMENSIONS SIZE -KG 4.5 9.1 15.9 27.2 45.3 56.7i 97.5i 97.5 170 295 295a 454 A (MM) 138 184 184 273 273 508 610 508 508 508 610 610 B (MM) 501.7 546.1 825.5 711.2 984.3 515.1 604.8 733.3 1079.5 1670.1 1237.0 1778.0 FORM NO. D1001 1' (25 mm) OUTLET CLEAN AGENT STORAGE CONTAINER DIMENSIONS A 10 - 100LB (4.5 to 45.3 kg) CONTAINER (LLI ON 100LB (45.3 kg) ONLY) 1/2" (15 mm) ELECTRICAL CONNECTION 1/2" (15 mm) ELECTRICAL CONNECTION A 3" (80 mm) OUTLET LLI BOSS 2 -1/2" (65 mm) OUTLET 1251 & 2151 LB (56.71 to 97.51 kg) CONTAINER LLi BOSS 1/2" (15 mm) ELECTRICAL CONNECTION A 215 - 1000LB (97.5 to 454 kg) CONTAINER Copyright © 1998 by Fike Corporation All rights reserved PRINTED IN U.S.A. . Ji. u'L-,'ris;;'lo„ix. �.: ati:+i& �e..'�x:1: �`xti�l�:Xka••iv:$�ial+.�fJ INSTRUCTIONAL SIGNS CATALOG NUMBER 1026 ke® Pr otection Systems Clean Agent Suppression Systems Architect and Engineering Specification Instructional signs must be supplied in order to provide a system in which the function of all devices is easy to under- stand. Fike offers several different "Standard" signs to comply with N.F.P.A. and other industry requirements. All signs are durable plastic and backed with a strong adhesive for easy installation. Signs are typically installed at all entrances (CAUTION - Room Protected By FM -200) and near any device for which the extra explanation is helpful. Custom signs are available upon special request. CAUTION SIGN 02 -3646 CAUTION ROOM PROTECTED BY FM - 200 IM CASE OF FIRE KEEP DOOR CLOSED MANUAL DISCHARGE STATION SIGN 02 -3644 FLASHING LIGHT SIGN MANUAL FM -200 DISCHARGE STATION • FLASHING LIGHT MEANS FM -200 HAS DISCHARGED 1 J • ke Protection Systems Division Fike Corporation 704 S. 10th St. • P.O. Box 610 FORM NO. D1026 02 -3645 DESCRIPTION The purpose of the Caution Sign is to alert personnel that the room is protected by an FM -200 System and that all doors should be kept closed in the event of fire. The sign is 10" x 14" x 1/16" (254 x 355.6 x 1.6mm) and constructed of yellow plastic with black lettering. The Caution Sign should be conspicuously located outside any room where FM -200 protection is being provided. DESCRIPTION The purpose of the Manual Discharge Station Sign is to identify the manual pull station as the place where the FM -200 System can be manually discharged. It also minimizes the possibility of the manual station being mistaken for a fire alarm device. The sign is a 4" x 4" x 1/16" (101.6 x 101.6 x 1.6mm) square constructed of red plastic with white lettering. The Manual Discharge Station Sign should be located next to each FM -200 system manual pull station for quick, positive identification. DESCRIPTION The purpose of the Flashing Light Sign is to explain the presence of flashing lights in the event of a FM -200 System discharge. The sign is 7" x 41/4" x 1/16" (177.8 x 108.0 x 1.6rnm) and is constructed of red plastic with white lettering. The Flashing Light Sign is located next to each flashing Tight, located above hazard exit doors, and will alert personnel when FM -200 Agent has been dis- charged and allow them to take appropriate actions. June, 1998 Revised Issue • Blue Springs, MO 64013 -0610 U.S.A. • (816) 229 -3405 • Fax (816) 229 -4615 • E-mail fpssales @fike.com Copyright © 1998 by Fike Corporation All rights reserved PRINTED IN U.S.A. w ce JU 00 0 w� SQ � w o g Q co = d ~ w Z = I— 0 Z U � O N ct I- w w z o w O~ z g#2fP • INTELLA -SCAN Ili" Fire Detection, Suppression and Monitoring System Engineer and Architect Specifications DESCRIPTION The Fike 10 -11 XX Graphic Annunciator is designed exclu- sively for use with the Fike Intella -Scan suppression and detection fire alarm control panel. The interface between the graphic annunciator and the alarm control panel requires only one fiber optic link. The annunciator power can be supplied from the Intella -Scan panel or 120 VAC can be connected locally. To order a complete Graphic Annunciator assembly, a min- imum of two parts will be required; a door assembly and back box. The door assemblies are typically shipped with all electronics necessary to support up to 126 LEDs. The back box is typically shipped with minimal hardware. The power supply and other components may be required depending upon the size and configuration of the system. The LEDs are field programmed and configured for their proper illumination with a portable Personal Computer using the Fike DOS compatible EGRAPHIC program. Two LEDs can be used to provide visual annunciation of the micro - computer status and system communication sta- tus. All other LEDs can be individually programmed for: • A selected address - troubles or alarms • A selected zone - troubles or alarms • Up to 10 selected addresses - troubles or alarms Utilizing fiber optic communications reduces the number of wires to a single cable as opposed to conventional meth- ods which can utilize hundreds of wires. The fiber optic link virtually eliminates Radio Frequency Interference (RFI), Electro Static Discharge (ESD), and Electro Magnetic Interference (EMI) problems commonly found in hospitals and other high energy field locations. 10 -11 XX FEATURES ►J P otection Systems Division Fike Corporation 704 South 10th Street • P.O. Box 610 • Blue Springs, Missouri 64013.0610 U.S.A. • (816) 229 -3405 • Telefax (816) 229 -4615 •' CATAlf NUMBER 4;4 WO • Fiber optic technology allows for a single connection from the control panel to the annunciator. • Power can be obtained from the Intella -Scan II to provide battery back up. • The 120 VAC power to the annunciator can be locally connected. • Field configurable /programmable • Up to 512 LEDs per annunciator. • May be surface or flush mounted. • Choice of LED colors (red, green, or amber). • Test switch illuminates all LEDs. • Review and step switches gives historical sequence of LEDs. • Custom design to accommodate individual floor plans. • Panel can be configured to illuminate any LED in any field location in any sequence. ARCHITECT'S SPECIFICATIONS The graphic annunicator shall be a Fike series 10 -11XX Intella -Scan Graphic annunciator. The Annunicator shall uti- lize fiber optic technology and require no more than one fiber cable to communicate to the fire alarm or suppression control panel. The annunciator shall have surface or flush mount capabilities. Power to the annunciator shall be rated at 120 VAC or 24VDC which may be locally connected. Local silence, test, review and step shall be indications and controls as part of the standard features of the annunciator. The annunciator shall have, through the use of a personal computer, the pro- gramming capacity to configure desired LEDs. The annun- ciator shall have two LED indications which indicate the microcomputer and communications system status. Access to the annunciator shall be achieved by a key lock assembly. All indicators shall be in a graphic configuration and visible. Zone indicators should be developed through the graphic design. Testing shall be achieved by depress- ing a built -in test switch and /or utilizing a self diagnostic fea- ture which is designed to further support the integrity of the system. January, 1995 Revised Issue Fike Graphic Panel Back Box Part Viewing Window Max Part number A B L.E.D.s number C D 10-111H 18" 11" 100 10 -1879 23 1/2" 16 1/2" 10-111V 11" 18" 100 10 -1878 16 1/2" 23 1/2" 10 -112 18" 18" 200 10 -1880 23 1/2" 23 1/2" 10 -113H 31" 18" 384 10 -1882 36" 23 1/2" 10 -113V 18" 31" 384 10 -1881 23 1/2" 36" 10 -114 31" 31" 512 10 -1883 36" 36" c + 1" *Same for all models Graphic Panel Sizing 3 1/2" D D+ 1" 4 1/4" 10 -11.1 V Intella -Scan Graphic Annunciator Panel With 10 -1878 Back Box (Note: May be surface or flush mounted.) FORM NO. D1070•4 Power Requirements: 120 VAC /70 VA Intella -Scan is a trademark of Fike Corporation. U.S. and foreign patents pending. Copyright © 1995 by Fike Corporation. Typical Wiring Diagram Only a Single Fiber Optic line needed to the Intella -Scan Control Panel TO LOCAL 120 VAC CONNECTION Side View of Connections All rights reserved. PRINTED IN U.S.A. ti 04 -03 -00 15:06 :29 I 4 -Wire Low - Profile Duct Smoke Detector SYSTEM ' SENSOR .', nr■r.nn nt Pat AWL, Uhlo■l `,1 Chi I' II 1,1)114 I .800.SF(JSC1Rt (! ih• /6' 72) P.r< r,10- 177- f.lr•'� Ittrr• • ., ,y t 1 no r. Features • Outside mounting tabs • Patented telescoping sampling tube • Built -in reset button • Interconnectability* for multi -fan shutdown (up to ten air handlers) • Patented cover tamper trouble signal • Easy to clean • 24 VAC/DC or 120/240 VAC operation • High -Low voltage barrier • Ion or photo models available • Remote test station option • Remote sounder option • Air velocity rating from 500 to 4000 FPM • Equipped with ta.vo DPDT Form C relay contacts • Easy and quick mounting to round or rectangular ducts from 1' -12' wide • Textured cover for convenient visual inspection • UL 268A listed • 3 -year warranty Specifications Length: Width: Depth: Shipping Weight: Operating Temperature Range: Photoelectric: Ionization: " Patent pending t System Sensor 7/99 FROM: SYSTEM SENSOR FAX 14'/s inches (37 cm.) 5t /2 inches (14 cm.) 2a /4 inches (7 crn.) 3.751bs, (13 kg.) 32° to 131° F (0° to 55° C) 32° to 120° F (0° to 49° C) TO: 1111 PAGE Models Available DH100ACDCI 4 -wire Ionization Detector DH100ACDCP 4wire Photoelectronic Detector System Sensor DH100ACDC 4 -wire duct smoke detector is available as either an ionization or photoelectric model. This new design allows for simplified cleaning and maintenance, or a change in application without removing the duct housing. The DH100ACDC samples air currents passing through a duct and gives dependable performance for management of fans, blowers, and air conditioning systems, preventing the spread of toxic smoke and fire gases through the protected area. WARNING: Duct smoke detectors have specific limitations. DUCT DETECTORS ARE: NOT a substitute for an open area smoke detector, NOT a substitute for early warning detection, and NOT a replacement for a building's regular fire detection system. Refer to NFPA 72 and 90A for additional duct smoke detector application information. Operating Humidity Range: 10% to 93% relative humidity noncondensing Air Duct Velocity: 500 to 4000 ft./min. This document Ls not Intended to be used for Installation purposes. ..ww HY - .,.tronoir o A05-977-02 2 04 -03 -00 15:06 :29 FROM: SYSTEM SENSOR FAX TO: 1111 . PACE 3 Page 2 Architectural /Engineering Specifications The air duct smoke detector shall be a System Sensor Model DH100ACDC Series Duct Snioke Detector. The detector housing shall be UL listed per UL 268A specifically for use in air handling systems. The detector 'shall operate at air velocities of 500 feet per minute to 4000 feet per minute. The unit shall be capable of controlling up to ten (10) air handling systems when interconnected with other detectors. The detector shall be capable of providing a trouble signal in the event that the front cover is removed. It shall be capable of local testing via magnetic switch or remote testing using the SSK451 Multi- Signaling Accessory or the RTS451KEY Remote Test Station. The unit shall be reset by local reset button or remote test station. The duct smoke detector housing shall incorporate an airtight smoke chamber in Wiring Guide System wiring diagram for 4 -wire duct smoke detectors e VCZ`, 04 V 60 BC H2 , 120 VAC 50410 HZ. CR 220240 VAC 50.00141 CONNECT POWER SOURCE TO APPROPRIATE TERMINALS OF EACH DETECTOR. AUX. C1NTACT FAMOS ICA C 30 VOC RESISTIVE IOA m 250 VAC 100mAMNJMUM 2 0VDC NOT INTENDED FOR ONNECnCN TO CONTROL PANFI R. TR711R1 P (X'II JTArr FATIN f 2.0 AQ3C %SOIeJB1.o T ALARM / • INITIATION I OOP UL LISTED 4 -1VIRE CONTROL PANEL AVAJLAHIE POWER INHU 15 f0 A B C 1- 24 + -t L 22C/247 VAC MARIA AUXILLIRY CONTACTS FO1, FAN S•UIUOWA, EIC 16 6 17 7 10 ALARM AUXILIARY CONTACTS SHOYVN IC STANDBY. CONTACTS 1TLANSFEE DLFINC ALARM AS INDI:ATED BY THE ARROWS. SUPERVISORY TROLBLE CONTACTS ALARM INmAnON CONTACTS O 14 VIOLAS CONTACTS 3-O4ED N ALARM A!1D STANDBY CONTACTS OPEN W.1LE CETC:TOR 14 03 DR POKER IS FFMM1.17 DR ArRNT?NPR 19FA111RR IMF!. 11.11" CWFN OCMA3r5 93 MAL TPMEL! COADITI7J TO PANEL CONTACTS SHOWN OPEN IN OTANDOY. CONTACTS CLOSE IN Al ARM FInsT DETECTOR IN THE LOOP CHI 004013C • compliance with UL 268A, Standard for Smoke Detectors for Duct Applications. The housing shall be capable of mounting to either rectangular or round ducts without adapter brackets. An integral filter system shall be included to reduce dust and residue effects on detector and housing, thereby reducing maintenance and servicing. Sampling tubes shall either be telescoping or be easily installed by passing through the duct housing after the housing is mounted to the duct. The unit shall provide a spacial separation of no less than I /." and/or a physical barrier between the high and low voltage terminals. The enlosure shall meet all applicable NEC and NFPA standards regarding electrical junction boxes. Terminal connections shall be of the strip and clamp method suitable for 12 -18 AWG wiring. AVAILABLE POWER INPLTS 0 10 A B t -2AV -� [1.120 24D ALARM AUXIUARY CONTACTS FOR. FAN S4UTDOVIN, ETC. 10 C 17 7 10 ALARM AUXIUARY CONTACTS SPONN 11 STANDBY. CONTACTS TRANSFER DUFING ALARM AS INDICATED BY THE AFFOWS. SUPERVISORY TROUELECONTACTS 14 lituarc0ATALT5 MO= N ALX /J ?MO OTANOD•. CONTF_TS OPEN •ILEDLTRORHE.O OR POMERIS KNUt•W. NNYA IN41+01FlatIUh 11Y 1BS JJI.WYN rMTA: A. TPnh1Al PrrHnm.r.TLT PAN P7 ALARM CONTACTS SHOWN INmATIO. - OPEN IN STANDBY. CONTACTS CC A LARM. TACTS CLOSE 114 A S LAST DETECTOR IN THE LOOP OHICOACDC CONNeCI POWt:H SOLHOh TO APPROPRIATE TERMINALS OF EACH DETECTOR. SEE SFEOFICATI ON S FOR ADDITIONAL POWER SUPPLY INFOPUATt N. FCf; WIRING OF AUXILIARY RFVICFS. RFFFR TO MANUFACTURER'S INSTALLATION INSTRUCTIONS OR CONTACT MANLFACTLRER NOTE! THE 3LPER VISORY RELA NOW PFO1013ES A "FORM C' CONTACT FOR CUSTOMIZED APFLICATTONS. FCFI STANDARD APPUCATOPS. ONLY THE •NO' CONTACTI3 U3ED EOL RESISTOR SPECIFIED B. PAN MANUFACTURER A05- 977 -02 z 1 L Z w re LI —J C.) O 0 CO J 1- w 0 ga = �..w Z = t-- I- O ZZ U ww 0 W Z = 0 z Aux. Power+ Sup. N. O. Sup. COM 1SmA 3SmARMS 25mARMS' ISmARMS' O (Green LED) Power 70 rnA 125 rnA RMS 35 mA HMS' 25 rnA RMS' j 104 CknA 1© 15rrA RA4002 Max. standby current 1SmA 3SmARMS 25mARMS' ISmARMS' Max. alarm curtest 70 rnA 125 rnA RMS 35 mA HMS' 25 rnA RMS' AGCESScRY CURRENT LOAM AT 24 VDC DEVICE SIAM Y TROLELE ALARM APA451 12.5mAMax Na 30rrAMax. PA400 CknA r✓a 15rrA RA4002 OmA de 10mA Mex. RTS461AiTS46IKEY 12»4• r/a 7.5mA Mmc SSF4451 5mA Mx MIA tux 33mA Max. 04 -03 -00 15:06:29 FROM: SYSTEM SENSOR FAX Electrical Ratings - DH100ACDC (Includes Power supply voltage: Input capacitance: Reset voltage: Reset time (with RTS451) : Reset time (by power down) : Power up time: Alarm response time: Sensitivity Test: Wring diagram for D11100ACDC to APA451 OMIOOACOC Alarm Signal 6 Aux. Power + Sup. N. O. Sup. COM Aux. Power — Page 3 !Power Supply Voltage 20.29 VDC I 24 VAC 50.60 Hz 120 VAC 50.60 Hz 1 220240 VAC 50.60 Hz 1 CURRENT REQUIREMENTS (USING NO ACCESSORIES) CONTACT RATINGS Alarm Initiation contacts (SPST) 2.OA 0 30 VACIDC (0.6 power factor) Alarm auxiliary contacts (DPDT) 10A 0 30 VDC 10A 0 250 VAC' Note: Alm auxiliary contacts must Bunten I00mA minimum at 5VOC. Alarm auxiliary contacts shell not be connected to InittelnA circuits of control panels. Use ma alarm Imitation contact for this purpose. Trouble contacts (SPOT) 2.OA 9 30 VDC (resistive) 14 NOTE: Wiring diagram shown Is for DHIOOACDC4.wire duct smoke detector system equipped without a control panel NOTE: A trouble condition is indicated when the green LED is not Ruminated. Wiring diagram for DH100ACDC to 55K451 and intercosiiect feature FIELD INSTALLED JUMPER FOR TEMPORAL PATTERN COMMON,.® TEMPORAL SELECT • ALARM SIGNAL 0 SUPERVISORY SIGNAL 0 RESET 1:J TEST fiO POWER (•) 0 POWER( +) O SSK451 FIELD INSTALLED JUMPER 20-29 VDC 270 pF max. 3.0 VDC min. .03 to 0.3 sec. 0.6 sec. max. 34 sec. max. 2to 17 sec. See detector label APA451 Q Alarm O 3 Power 4 Common --Gi ALARM SIGNAL © SUPERVISORY t CONTACT RESET 11 TEST AUX. POWER ( -) 19 AUx. POWER (4) 12 INTERCONNECT+ 0 INTERCONNECT - UNIT 1 INTERCONNECT + INTERCONNECT - DHIODACDC UNIT 2 Coil Note Please note that the magnetic coil supplied with the RTS451 and RTS451KEY is not required when these accessories are used with the DH100ACDC detectors. The functionality of the magnetic coil has been designed into the dreuitry of the new Innovate' duct smoke detectors. 24 VAC 50 -60-Hz 270 4 uF max. 2.0 VAC min. .03 to 0.3 sec. 0.6 sec. max. 34 sec. max. 2to17sec. See detector label TO: 1111 Detector) 120 VAC 50-60 Hz N/A . • 10 VAC min. .03 to 0.3 sec. 0.6 sec. max. 34 sec. max. 2to 17 sec. See detector label 'NOTE: When a ',nets prwrareo e1 the 120VAC or220rZ40VAC trsout, any combination o1 accosS des may bo uaod suit Mantle given aaessory bads are: BOrnA«less tithe stencbystele; 110 eWorlassn the ahem slate. Important Interconnect Notes • When using the interconnect feature, all interconnected units must be powered with the same, independent supply. • Polarity must be maintained throughout the interconnect wiring. Connect terminal 12 on unit 1 to terminal 12 on unit 2 and so on. Similarly, connect terminal 1 on unit 1 to terminal 1 on unit 2 and so on. Wiring diagram for the RTS451/RTS451KEY and interconnect feature DH100ACDC W arm Signal 15 Aux. PDwer— 20 Reset 0 Test 11 Interconnect — 0 Interconnect Unit 1 DH100ACDC UNIT 2 Interconnect — 1O Interconnect 4- 12 220/240 VAC 50-60 Hz N/A 20 VAC min. .03 to 0.3 sec. . 0.6 sec. max. . 34 sec. max. 2to 17 sec. See detector label RTS451 /RTS451KEY 0 (Red LED) Alarm PAGE 4 *NOTE For RTS451 KEY only without a Contrd Panel. A05- 977.02 Z I Z 6 � W 1 0O • 0 w J 1- W W O 2 u. c = W 1- O Z I— W • W U O - O I— W 1— u ..Z W 0 Z .�r ^�'u iiftw >,,cr»t,tivxas 1: ((Tiro) kiik 0111 i Oo0 — - 0000000000 1/ 0000000000 0000000000 04 -03 -00 15:06 :29 FROM: SYSTEM SENSOR FAX Ordering Information Part No. DH100ACDCl DH100ACDCP A5052 A5069 A5064 Accessories ST-1.5 ST-3 ST-5 ST-10 T80 -71 -00 P4 8 -55 -00 Accessories Page 4 0 • • APA45 ] Piezo Annunciator (UL S4011) System Sensor Headquarters 3825 Ohio Avenue St. Charles, IL60174 Ph: 800-SENSOR2 Fx: 630/377 -6495 Documents on Demand 1 -800 -736 -7672 x3 Web: www.systemsensor.com 0 Y y, • • RIS451KEY Remote Test Station with Key (UL S2522) System Sensor Sales and Service SSK451 System Sensor Canada: Ph: 905.812.0767 Fx: 905.812.0771 System Sensor UK: Ph: 011.44.1403.276500 Fx: 011,44.1403, 276501 4 Metal sampling tube duct widths 1' -2' Metal sampling tube duct widths 2' -4' Metal sampling tube duct widths 4' -8' Metal sampling tube duct widths 8' -12' Replacement telescoping sampling tube Replacement end cap for T80 -71 -00 Q 00e0000000 oe 00000000 0000000000 0000000000 0000000000 0000000000 000000000 000000000 000000000 00000 Description 4 -wire ionization duct detector 4 -wire photoelectronic duct detector Replacement ionization detector board Replacement photoelectronic detector board Replacement 4 -wire power board f System Sensor provides system flexibility with a variety of accessories, including two remote test stations, and several different means of visible and audible system SSK451 RTS451KEY RTS451 APA451 MOD400R RA400Z F36 -09-00 MO2 -04 -00 P48 -21 -00 S08 -39 -01 PA400W PS24LO PS12 /24LENSC PS 12 /24LENSW PA400 with PS24LOW Add-on Strobe (PS12/24SLENSW smoke lens option available) (UL S3593) annunciation. As with our duct detectors, all duct detector accessories are UL listed. System Sensor China: Ph: 011.86.295.246.253 Fx: 011.86.295.246.259 System Sensor in Singapore: Ph: 011.65.273.2230 Fx: 011.65.273.2610 TO: 1111 PAGE 5 Multi - Signaling accessory Remote test station with key lock (see below) Remote test station Remote annunciator with plezo alarm Sensitivity test module Remote annunciator alarm LED (see below) Replacement air filters (two per package) Test magnet End cap for metal sampling tubes Photo replacement screen Mini -Alert sounder Mini -Alert add -on strobe Ceiling -mount "SMOKE" Jens Wall -mount "SMOKE" lens RIS 451 Remote Test Station (UL S2522) SSK451'. PS24LOW Strobe and PS12 /24SLENSW "SMOKE" lens System Sensor -Far East Ph: 011.852.2191 Fx: 011.852.2736.6580 System Sensor - Australla Ph: 011.613.54.281.142 Fx: 011.613.54.281.172 MlIUIIIIIIlhIIII IIIGIIIIIIl1lIIIILII r RA400Z Remote Annunciator (UL S2522) A05-977-02 Z W � Y W O O 0 • 0 J H U LL, W 0 u W = a W = ' Z 1— O Z W U O N • I- W • O ..Z W = O ~ Z 09 -08 -2005 BRIAN ELLINGSON 12201 TUKWILA INTERNATIONAL BL TUKWILA WA 98188 RE: Permit No. D04 -435 12101 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if: the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up,to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/29/2005, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, (iitk aak Brenda Holt, Permit Coordinator xc: Permit File No. D04-435 Bob Benedicto, Building Official Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite 11100 '• Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 r r. :l.Y.;CiL:;J.,;,;✓+f.M.T <:M;mit fi • December 27, 2004 Mr. Brian Ellingson 12201 Tukwila International Boulevard Tukwila, Washington 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D04 -435 Digital Forest —12101 Tukwila International Boulevard Dear Brian This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time, the Building, Public Works and Planning Departments have no comments. Fire Department: Al Metzler, Fire Prevention, at 205 575 -4405 if you have questions with regard to the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D04 -435 Ciiy 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: 206 744.0...0c.aiala xJ.`1..'a.rriiitc. 44.1 .u.4 .. Project Name: Digital Forest 12101 Tukwila International BI Permit File No.: D04 -435 Date: December 23, 2004 Reviewer: Al Metzler, Fire Prevention (206)575 -4404 FIRE DEPARTMENT REVIEW COMMENTS 1. Provide documentation regarding any hazardous materials that will be stored on site (MSDS Sheets). 2. Provide information regarding fire protection. w !. 6 J U 0 CO 0 w = F. w O L a = Ci z I F- 0 Z I.- 2 • (3 • u O O I- 111 UJ z W • N O z December 16, 2004 Mr. Brian Ellingson 12201 Tukwila International Boulevard Tukwila, Washington 98168 RE: Letter of Incomplete Application # 2 Development Permit Application D04 -435 Digital Forrest — 12101 Tukwila International Boulevard Dear Brian: This letter is to inform you that your application received at the City of Tukwila Permit Center on December 9, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions with regard to the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania'Spencer Permit Technician Enclosures City of Tukwila Department of Community Development Steve Lancaster, Director File: Permit File No. D04 -435 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206-431-3665 z '~ w Q • � JU O 0 U co w J I-- COW W O MI el �W Z I-- ' 1- O Z I- W la U O N C H W H� u. O tin z U c F- O z Date: Project Name: Application #: Plan Review: • Page 1 Determination of Completeness Memo No further comments at this time. December 14, 2004 Digital Forrest building permit application D04 -435 Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen Sr. Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comment. The original plans that have been submitted from the year 2000, include a Phases 2 and 3 construction. Additionally, the plans do not actually state the scope of work intended under a Phase 1 as noted in the letter dated December 2, 2004. Provide revised and updated plans that clearly reflect the existing work completed under permit number D2000 -247 and the work described in the December letter intended for this permit application. December 9, 2004 Mr. Brian Ellingson 12201 Tukwila International Boulevard Tukwila, Washington 98168 City of Tukwila Dear Brian: Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D04 -435 Digital Forrest — 12101 Tukwila International Boulevard This letter is to inform you that your application received at the City of Tukwila Permit Center on December 9, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Ken Nelsen, at 206 431 -3677, if you have questions with regard to the following: 1. Please provide structural calculations for fuel pit retaining wall and include traffic loads in the design. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Enclosures StefaniafSpencer Permit Technician File: Permit File No. D04 -435 Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z 1z w • 2 6U O 0 • 0 co w J • u_ w 2 g Q = • a � w z� i- 0 z I— U � O N o H- w W. H H ti. 0 z t i i O~ z SJ4BEY December 2, 2004 Ken Nelsen Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Permit Request Netstream —12101 Tukwila International Blvd. Scope of Work Dear Mr. Nelsen: Sabey Construction was issued permit #D2000 -247 on September 8, 2000, for the tenant improvements within an existing building for NETSTREAM. The last inspection to take place for this work was on November 16, 2000, and at that time the City of Tukwila granted the OK to occupy the offices only. The tenant, NETSTREAM, filed for bankruptcy prior to completion of this project and the project was halted. Sabey Corporation has found a tenant for the existing space. Sabey Construction is required to finish the work that was not completed under the original contract for NETSTREAM. We are submitting the original permit drawings for your review. We intend to complete the following scope of work to complete Phase I of the original NETSTREAM TI. Our estimated cost for completion is $41,000.00. • HVAC System for Phase I • HVAC Controls System for Phase I • Fire Alarm System per code for Phase I • Pre - action Fire sprinkler System for Phase I • EPO System for Phase I • Electrical for Phase I If you have any questions regarding this permit request, please feel free to contact me at 206/281 -4200. Sincerely, CONSTRUCTION SABEY CON.STRUCTISN INC. rian R.Ellingson Project Manager OE S. : 0 39 Pe RM17.CF NT � R bogi-vki5 cc: File A R C H I T E C T U R E Sabey Construction Inc. 206/281.4200 main line C O N S T R U C T I O N 12201 Tukwila International Blvd.,4th Floor 206/281 -0920 fax line D E V E L O P M E N T Seattle,Washington 98168 -5121 www.sabey.com TAB INSERT PAGE . COMPLETE ITEM DESCRIPTION ABBREVIATED TAB DESCRIPTION CHAPTERS SECTIONS TABLES 1 Administration ADMIN Chapter 1 7 Inspections INSPECT'S Section 109 11 Definitions DEFIN'S Chapter 2 13 Classification of Work CLASS of WORK Chapter 3 15 Repairs REPAIRS Chapter 4 19 Alterations - Level 1 ALTER - LEVEL 1 Chapter 5 23 Alterations - Level 2 ALTER - LEVEL 2 Chapter 6 27 Level 2 - Means of Egress LEVELS 2 & 3 - EGRESS Section 605 33 Alterations - Level 3 ALTER - LEVEL 3 Chapter 7 37 Change of Occupancy OCCUP CHANGE Chapter 8 41 Hazard Categories and Classifications HAZARD CATEG'S & CLASSIF Tables 812.4.1- 812.4.3 45 Additions ADDITIONS Chapter 9 47 Historic Buildings HISTORIC BLDGS Chapter 10 51 Relocated or Moved Buildings RELOC BLDGS Chapter 11 53 Compliance Alternatives COMPL ALTER Chapter 12 55 Evaluation Process EVAL PROCESS Section 1201.6 65 Construction Safeguards CONST SAFE Chapter 13 69 Referenced Standards REFER STDS Chapter 14 Chapter Al 73 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings UNREINF MASONRY 83 Strength Values for Existing Materials STRENGTH EXIST'G MATLS Table AI —D 87 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings with Flexible Dia ' hra : ms REINF CONC /MAS W/ FLEX DIAPH Chapter A2 91 Prescriptive Provisions for Seismic Strengthening of Cripple Walls and Sill Plate Anchorage of Light, Wood - frame Residential Buildings CRIPPLE/SILL ANCHOR Chapter A3 95 Sill Plate Anchorage and Cripple Wall Bracing SILL PL & CRIPPLE BRACING Table A3 —A 107 Earthquake Hazard Reduction in Existing Wood -frame Residential Buildings with Soft, Weak or Open -front Walls RES BLDG W/ WEAK WALLS Chapter A4 111 Basic Structural Checklist - Residential Buildings with Soft, Weak or Open -front Walls CHK LIST - RES BLDG Tables A4—A thru A4—D 113 Allowable Values for Existing Materials ALLOW EXIST'G MATLS Table A4—E 115 Earthquake Hazard Reduction in Existing Concrete Buildings and Concrete with Masonry Infill Buildings CONC W/ MAS INFILL Chapter A5 121 Tier 3 Analysis Procedure TIER 3 PROC Section A509 127 Basic Structural Checklist - Concrete Buildings and Concrete with Masonry Infill Walls - CHK LIST - CONC BLDG . Tables A5 —A thru A5 —C 133 Appendix B - Supplementary Accessibility Requirements for Existing Buildings and Facilities APPENDIX B - ACCESS Appendix B 135 Resource A - Guideline on Fire Ratings of Archaic Materials and Assemblies ARCHAIC MATLS Resource A 153 Load and Fire Performance of Walls PERF - WALLS 217 Load and Fire Performance of Columns PERF - COLUMNS 247 Load and Fire Performance of Floor /Ceiling Assemblies PERF - FLR/CLG 269 Load and Fire Performance of Beams PERF - BEAMS 275 Resistance of Doors to Fire Exposure PERF - DOORS 2003 INTERNATIONAL EXIS" BUILDING CODE TABS INSERTIOP STRUCTIONS Z • }_- Z W QQ : J U U O J � N LL W O u. • =W I- O z LLI • W U O - O H W W 1-H LI O .. Z W = P. z ACTIVITY NUMBER: D04 -435 DATE: 01 -04 -05 PROJECT NAME: DIGITAL FOREST SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: Building Division Public Works DETERMINA N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -06 -05 Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route NE Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 02 -03 -05 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: PERMT CO RD COPY PLAN REVIEW /ROUTING SLIP ❑ Fire Prevention © Planning Division ❑ ❑ Structural ❑ Permit Coordinator REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2-28-02 .v e. tic: , If aij Not Applicable ❑ DATE: z Az re w QQ J U 0 0 0 N J H � w0 g -J w< z � z0 W 0 O N o ff w 'L i 0 r. -4: ..z w — 0 �" z ...................:,•.: wt`. �.•..:`: ua•.. �....... �... �....:. ti-:.:=. i.+%::: i+•.wi:,a.» ✓�a.'.!k �ei'si.i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -435 PROJECT NAME: Digital Forest DATE: 12 -20 -04 SITE ADDRESS: 12101 Tukwila International Boulevard Original Plan Submittal X Response to Incomplete Letter # 2 Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTMENTS: Buil• i D sion Public Works ❑ prw15I j ( 41,4. 1Z-23 - -o `( Fire Prevention ® Planning Division Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -21 -04 Complete 0 Incomplete ❑ :De 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 R TING: Please Route kg Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 1627.27' Departments issued corrections: Bldg ❑ Fire kr Ping ❑ PW ❑ Staff Initials: \ Documents /routing slip.doc 2 -28 -02 DUE DATE: 01 -18 -05 DATE: z i w QQ • � JU O 0 U) (0 Ili J tO w 0 g J u_ E' a F w — _ Z F. zI- w 0 O — O H w w • O .• w O~ z .t �. two..:.+ ...a9 ^'i�}.+'i .h- .mr•r: ii.= :`L�Q:'i�F% •..n..1 X 71...... y'�� {V.�kr. n.M ,rll,.4 1 �.4'.'� $,m.`�t : � f2`.kj� � 4i.`- ��f,:U4ki.'!� ''�'il,,'.•���li. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -435 PROJECT NAME: DIGITAL FORREST DATE: 12 -13 -04 SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BLVD Original Plan Submittal X Response to incomplete Letter # 1 Response to Correction Letter # Revision # afterrbefore permit is issued DEPARTMENTS: Bilk! g ivision Public Works1 1 ) ,I2 - /4 - -r4— Complete ❑ Incomplete Documents /routing slip,doc 2 -28 -02 APPROVALS OR CORRECTIONS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Th rs.) DUE DATE: 12 -14 -04 Comments: Permit Center Use Only INCOMPLETE LETTER M : 102- /t D y LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg% Fire ❑ Ping ❑ PW ❑ Staff Initials: g TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Planning Division ❑ Permit Coordinator Not Applicable ❑ DUE DATE: 01 -11 -05 DATE: z z re w 6 J U O 0 0 : LLI J CO w 0 2 g a 2 � w ' z WO uj 0 ON 0E- w w w z 0~ z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -435 DATE: 12 -03 -04 PROJECT NAME: DIGITAL FORREST SITE ADDRESS: 12101 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_afteribefore permit is issued DEPARTMENTS: -<24/1 - 1- + Building Division Fire Prevention E Public Works Q Structural DETERMINATION OF COMPLETENESS: (Tues., Th Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip,doc 2.28 -02 Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY V1 AUL_ I -1 -0 Planning Division ❑ Permit Coordinator k r TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DUE DATE: 12 -07 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: /..2-a9- V LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg )' Fire ❑ Ping ❑ PW ❑ Staff Initials: 0 DATE: DUE DATE: 01 -04 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: z 4 -w r QQ 2 JU O 0 N J H w 0 2 gQ = w HO Z I- • w • 0 O N 0 I- w .. z w = O H z :id, ( ilin�., t`:. x: iwi '.N4::i]'.1.1= N:ai:ia`i+.tiaw)� • +6r'skH'Md:L �lu�`nuf+•+Y 6. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tuktivila.wa.us REVISION SUBMITTAL Revision submittals Must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f ` 9 Plan Check/Permit Number: D04 -43 5 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: DIGITAL FOREST Project Address: 12101 Tukwila International Boulevard Contact Person: Brian Ellingson Summary of Revision: Received at the City of Tukwila Permit Center by: M Entered in Permits Plus on /- \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: RECEIVED CITY or Tt}k - PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision z Z r4 2 6 '~ w JU 00 CO C -i ? • 0 c = w ZO U � O - . O F- w w • 0 u. o 11l O ~ z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: d Zeige Plan Check/Permit Number: D04 -435 ® Response to Incomplete Letter # 2 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Digital Forrest Project Address: 12101 Tukwila International Boulevard Contact Person: Brian Ellingson Phone Number: Summary of Revision: City of Tukwila \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us atedtAA-1,r1- - D D 24- .. Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED (:ITY OF TI1KWII A V oce.,„_1_ DEC 2 0 2004 pFRMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of � Received at the City of Tukwila Permit Center by: �a'O�J I Entered in Permits Plus on /2 ,2/'t? --;� City of Tukwila a t iti ...1 :42 to •� � f = . • 1908 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: /hvww.ci.fukwila.''a.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: / — /3:05 4 Plan Check/Permit Number: D04-435 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Digital Forrest Project Address: 12101 Tukwila International Boulevard Contact Person: Brian Ellingson Summar of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5S g-N aJ a�3_ Entered in Permits Plus on /- 3 " / \applications \forms - applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TI IKWII A DEC 1 3 2004 PERMIT CENTER Phone Number z Z 6 � W -J C.) UO U) e J _ CO IL W u.-j ▪ w O ZI— w • w U� O — CI I— w F• O w Z U= O~ z `witii u.L�A.wi1 J:L' ".ttYJ:ew1.7He` LL .n ., 4.- .Y.t) lw. •; it wt*.e.JAi%4�A F62S_0S2-000 (.S/97) I (i'5.052.1NN1 18/471 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST . ', ##:.; ,EXP. DATE CCO1' SABEYCI033KM 01 /06/2005 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC. 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 98168 -5121 Detach And Display Certilicati. 1 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.. #. EXP. DATE CCO1 SABEYCI033KM 01/06/2005 EFFECTIVE DATE 05/14/1997 SABEY CONSTRUCTION INC • 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 98168 -5121 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I ittir 1 4. M 0 0 CO m jg 4P • fik 410 . AP • • el 411 i lip 1 1p Abbreviations AC ACT ADJ ALT ALUM MOD APPROX ARCH ea BLDG BLK'G BM 5/5 BSMT CAB CIRG CLR CLG CLOS CCP COL CONC CONST CONT CONTR COORD CPT CT DET 1�nA L iM DR DWG E EA EL ELEC ELEV EQ EXIST FIN Finish fiLR Floor .FLUOR Fluorescent FOIC Furnished by Owner, lnsta I led by Contractor FT Foot/Feet FTC Furnished by Tenant, installed by Contractor FURN Furnish Furnishings GA GALV GL G1113 R1GW HD NOW NOR 1.1x'1 #0.T “VAC N NCAN NCL NSUL. NSTL ■ Air Conditioning Acoustical Ceiling Tile Adjustable /Adjacent Alternate Aluminum Anodized Approximately Architectural At Building Blocking Beam 'Building Standard I3a seement Cabinet Circulation Clear or Clearance Ceiling Center Line Closet Contract Change Proposal Column Concrete Construction Continuous Contractor Coordinate Carpet Ceramic Tile Detail Diameter D imens ion Down Door Drawing East Each Elevation (Height) Electric Elevation (View) Elevator Equa i Existing Gauge Ga ivanized Gass /Glazing Gypsum Wall Board l- ioilow Core Wood Hard +Hardware trlor izonta I +- ioliow Metal I-ieight I4 a tine Vbntilation and Air Conditioning Incandescent Include Insulation kteta I lation Junction Box Joint KIT Kitchen LAM LF LTG MAT MAX MECH MED MEZZ MFR MiSC MTD MIL Laminate Lineal Feet Lighting Material Maximum Mechanical Medium Mezzanine Manufacturer Miscellaneous Mounted Plateria I/Meta I N North N/A Not Applicable NIC Not in Contract NL NIGHT LIGHT NO Number NOM Nominal NON COMB Non Combustible NTS Not to Scale OG OPNCs OPP ORI G PERM PERP FP. P -LAM PLWD POL PR PT R RB REFR REINF REQ'D REV RM RO 5 SCi -tED 5CW SEAL SECT 54-IT SIM $M SQ STD STL SIG SUSP TE TEMP THERMO TYP On Center Opening Opposite OriginaI Permanent Perpendicular Plate or Property Line Plastic Laminate Plywood Polls/19a Pa it Paint Radius Rubber Base Refrigerator Reinforcing Required Revision Room Fcough Opening South Scher uie &o I io Core liiood Sealant Section Sheet Similar Sheet Metal Square Standard Steel Storage Suspended Telephone Tempered Thermostat Typical UNO Unless noted otherwise VAR Varies VCT Vinyl Composition Tike VEN Veneer VERT Vertical w West/Watt/Width ttw With tIMO allthout !dG Via I Icovesring d!D Ybod ~' Vicinity Map Symbols NTERCIATE {KEST NEW LOT C GRID LINE DETAIL INDICATOR ELEVATION INDICATOR Legal Description fki '30001 HALL - •r-- -- Room NAr1E -f--- ROOM NUMBER C FULL I- E ICsHT RELITE I PARTIAL 4EIG-IT RELiTE COMMENCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER IF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON THAT IS S 89'16'35' E 100.00 FEE T FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE S 24'13'53' E 567.42 Ft:E T TO THE TRUE POINT OF BEGINNING; THENCE N 66 E 120.47 FEET; THENCE N 20'2723' V 27.58 FEET; THENCE N 65'32'34' E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT-IF WAY LINE OF PRIMARY STATE HIGHWAY P4 I (SR 99) SOUTH 118TH ST. TO X1. S.S.H. w1. 1 -K APPROVED JULY 23, 1957; THENCE FOLLOWING SAID WESTERLY RIGHT -iF -WAY LINE S 2' " F 11 d4 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE N 6: .. 00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -iF -WAY LINE S F 0.00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -OF-VA Y LINE N LBO FEET; THENCE. FOLLOWING SAID WESTERLY RIGHT -IF -VAY LINE S S00 FEET; THENCE FOLLOWING SAID WESTERLY RIGHT -1F-VAY LINE ALIr. IF A 2805.00-FO UT RADIUS NON - TANGENT CURVE TO THE RIGHT (THE CENTER IF WHICH 1EAi 1 ?'34' V), THROUGH A CENTRAL ANGLE OF 0')2'18' A DISTANCE OF 1403 FEET; THENCE S 63'30'25' V /99.33 FEET) THENCE S 22'47'01' V 21.44 FEET) THENCE 5 63•32'48' V 62.13 FEET) THENCE S 65•4617' V 58.17 FEET) TNHCNCE N 241757 W 40P19 FEET THE TRUE POINT OF ii1 AMMNYs SITUATE IN THE my OF AUCYR.A, NM iY, VASNINGTUI AND Gtr W9,2% MARE FEET 1T L ID MEW OR LOS. r n PIIRPUT REQUIRED FOR: d 1 Methanka Of Electrical I/ Plumbing 11/ Gas PIp!n9 Qtr Of Tukv'a BUILDING DIVISION SECTION INDICATOR I Nil 2 . Plelll review approval Is subject to errors and =ink& Parma construction doormats does not aulhowe the *Mon of . adopted code or adranoe• Receipt ti Moiled r✓A#�'i!r�' ' , . . aty of Wade BUILDING DMSION General Notes 1 St I. CODES A. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING: CODES AND ORDINANCES. IN CASE OF ANY COWL 'CT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SFFCFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, WE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. • 1 THE DRAWINGS AND SPE CIFICATIO NS A. PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINCS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WIT. -1 THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OILIER TENANT OR THE ARCHITECT. D IMfNSION$ A. ALL INFORMATION 51 -1011N ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 15 GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDI•G* WITH THE ITEM CF WORK AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. 8. DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CENTER LINE OF COLUMNS. C. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2') INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. D. LOCATE PARTITIONS TWAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SI -iOW. 4. DO NOT SCALE DRAWINGS A. THE CONTRACTOR SHALL USE DIMENSIONS SHOUN ON TWE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. Y IAT I O NS . A. TWROUGHOUT THE DRAWINGS ARE ABBREVIATIONS UU 4IC1. ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WiLL DEFINE THE INTENT OF ANY IN QUESTION. . . c;QORD INATiON A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. FIRE PROTECTION A. iF NECESSARY, PROVIDE FiRE PROTECTION AT ALL PENETRATION OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERINIG AUTHORITY. C3 ER 4L CONSTRUCTION A. TI-E CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECt- IANICAL AND ELECTRICAL ELEMENTS AND OTI-ER EXISTING CONDITIONS PRIOR TO DRILLING OR GUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK f3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING: WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRJCTiON SHALL BE STABILIZED AGAINST LATERAL MOAMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE USC IN THE LOCAL JURISDICTION. D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER 1.1.OR1C SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 8 MECHANICAL NOTES A. THE IdYAC SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES. E3. TWE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK C. THE CONTRACTOR SHALL PROVIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR Code Notes 1. OCCUPANCY TYPE: The Generator Room is a storage room for mechanical equipment. Because the fuel tank is located in close proximity to the generator, a day tank will not be required. There will be no fuel storage within the Generator Room. The amount of flammable liquid in use in the generator at any time will be within the exempt amount per Table 3 -D. The Occupancy Type for the Generator Room is S -2. 2. EXITING: The Generator Room is a building equipment room that is not normally occupied. Occupant Load Factor = 1 person per 300 SF. [Table 10 -A] Based on the occupant Toad, the Generator Room will require 1 exit. [Table 10 -A]. Based on the amount of free oreo in front of the electrical equipment, the National Electrical Code requires 2 means of escape from any point in the room. 3. EXiT ACCESS: All exit doors comply with Section 1003.3.1. Since the stairs within the Generator Room serve only to provide access to equipment, they are exempt from the requirements of Section 1003.3.3, per the Exception under Section 1003.3.3.1. 4. ACCESSIBILITY: The Generator Room is exempt from the requirements of WAC 51 -40, since it is not normally occupied, and the only activity in the room is the repair and replacement of equipment which cannot be performed by persons in wheelchairs. 5. DISTANCE TO EXITS: Per Section 1002.2.5, the maximum travel distance to the nearest exit is 250 feet in a sprinklered biding. The maximum distance to an exit in this project is Tess than 100 feet. 6. HAZARDOUS MATERIALS: As described in Paragraph 1. above, there wilt be no hazardous material stored in the Generator Room. The Fuel Tank Enclosure is an open area way adjacent to the building. The fuel tank will be a double - walled above ground structure. There will be leak detectors between the watts of the tonk. All fuel lines from the tonk to the generator will be double walled piping with leak detection between the wolls. The Fuel Tonk Enclosure will provide Containment in the event of o fuel leak Project Data PROJECT NAME EMERGENCY GENERATOR FOR NETSTREAM At INTEfd5ATE (MST 12101 TUKWILA INTERNATIONAL BOULEVARD TUKWILA WASHINGTON, 98168 SQUARE FOOTAGE OF WORK AREA FLOOR P2 z 1.440 sF DESIGN CODES 1991 MC, 1991 UPC, 1991 UMC, 1991 UFC, 1993 NEC 1994 WASHINGTON STATE ENERGY CODS (WAC 51 -11) 1998 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES OR DESIGN (WAG 51 -30) (As adopted by the city of Tukwila, WA..) Descri Provide a room for an emergency power diesel generator within an existing parking structure for a public utility company. Scope of work includes the generator room with sound attenuation and an adjacent fuel tank enclosure. The will also be electrical cabling connecting to the tenant's equipment on Floor F4. 1 Proect • Team ARCHTECT: SABEY ARG -II TECTURE 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206) 211 -5219 FAX: (206) 281 -0920 CONTACT: BOB SORENSON NETSTREAM 11211 SLATER AVE., SUITE 150 'IKIRICLAND, WA 98033 TEL: (425) 516-'3126 FAX: (425) 516 -0428 +CONTACT: TERI FRANCIS STRUCTURAL BVG ER: POGGEMEYER DESIGN GROUP 512 SIXTH STREET, SUITE 202 . KIRKLAND, WA 98033 TEL: (425) 821 -5995 FAX: (425) 828 - 4850 M ICONTACT: ROBERT BOURDAGES ELECTRICAL ENQN SPARE MG, INC. 120 OLIVE WAY, SUITE 1100 SEATTLE, WA 98101 -1853 TEL: (206) 661 -0555 FAX: (206) 661 -0554 CONTACT: TIMOTHY JANCF ADDRESS 12101 Tukwila international Blvd. Tukwila, Waehkngton 98168 tion of Work Buildin Data OWNER INTERNATIONAL GATEWAY 11E5T 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206) 28I -8100 CONTACT: LAURENT POOLE Index of Drawin ARCHITECTURAL GO AU .42.0 .450 480 Aso GENERAL. ftfORI1ATiON, PROJECT DATA, NOTES SITE PLAN PARKING LEVEL 2 PLAN, SECTIONS, ELEvAT1ONi INTERIOR ELEVATIONS, FINISH SCHEDULE PARTITION SCHEDULE, UAL DETAILS DOOR 4 i4ARDW RE SCHEDULES, DOOR DETAILS STRUCTURAL SGI GENERAL NOTES 6G2 PARTIAL PLAN t DETAILS ec3 DETAILS S MECHANICAL ENGIEER: McKINSTRY CO. 5005 3RD AVENUE 50. POST OFFICE BOX 24561 SEATTLE, WA 98I01 -1853 TEL: (206) 661 -0555 FAX: (206) 661 -0554 CONTACT: CHUCK LEE CONTRACTOR: 5ABEY CONSTRUCTION, INC. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206) 28I -4200 FAX: (206) 281 -0920 CONTACT: DOUG MILLER ELECTRICAL. CONTRACTOR: VEGA ELECTRIC 5614 iTN S. SEATTLE, WA. 98108 -2644 TEL: (206) 436 -5200 CONTACT: BOB WITTY MECHANICAL CONTRACTOR: McKINSTRY CO. 5005 3RD AVENUE 50. POST OFFICE BOX 24561 SEATTLE, WA 98101 -1853 TEL: (206) 661 -0555 FAX: (206) 661 -0554 CONTACT: DAVE HOILE PARKING STRUCTURE: TYPE 1 CONSTRUCTION, FULLY SPRINKLERED MECk4NiCAL M3.01 GARAGE LEVEL P2 HVAC PLAN Ma.I SCHEDULES ELECTRICAL E8.I STAND -BY iaOUER RISER D circa 1 E10.0 PLAN P -2 GENERATOR R 01"t • CGNEULTANfb REVISIONS 18611E DATE SABEY ARCHITECTUR R G ERED C) J OHN W. LA STATE OF WAS IVIED FOR PERMIT 4 CONSTRUCTION ON 08/16 /00 f:�he � � � of the Nimbi constitute and � may b . c cared, u..d or dieelored Corporation •lthout the e:itten comer* of the Oakley Corporation. Emergency Generator for OCCUPANCY NFx. ("IN . xc� . Nest TYPE B, OFFICE, OVER TYPE 5 -1, PARKING STRUCTURE CONSTRUCTION TYPE •• 4 • ll OFFICE BUILDiNG: „• • TYPE 2, 1 HOUR,. • • • ,• • FULLY SPRINICLERED, WITH SPRINKLERS ' • &UBSTITUTiNKs FOR 1 -1-4OUR PROTECTION ON STRUCTURE. at lnter'gate LL 5t 12101 Tukwila International 8Ivd. Tukwila, W,4 DRAWM TITLE: PROGRESS DATE: FILE: PLOT: PROJECT ► R: DRAIN BY: - h1 + claEc D BY: _ APPROVED BY: DRAWING NUMBER COVER RECEIVED 411114 - -- iDEC 3 NFt CENTER CC- V - f V 25 .� r.• , .. r. ,, ♦. ",.'' . "` "", ..�. �1. • 5'..M. • 1 GO,C D04 -435 Jr..-- . ;op 1 0 0 0 0 00 0 ditr SITE PLAN el9 Pa. TANK SCALE tan • ^ .09 v •-•••• • • . • • ••••■•■•• -- •••••••■1111. REVIEWED FOR CODE COMPLIANCE *PPR OVFD JAN 1 2 2005 Oty Of lUlagNo BUILDING DIVISION Po fa• 14- 12301 41119 UMW - 111.0 411111 4111111 MOM IIIND MUM MIND 4111, OMR MIS 411111 12201 Riga r IP • • 11;11 41ba Ist wt, as ea ID >04 - 01, gat! • A3 El 1 C 1 4111, OM UM MID Min OM 4.111 UMW ISM MED VIM 41110 GED WM MD MID INIED ININD 12101 -----— ------ 11111111111 1111111111r 111_■ OAVALL, SITE PLAN b' OD EXTRA 4-4EArr PIPE BOLLARD, 1.41G4-4, FILL 14' CONC, PAINT YELLOW, T`rPICAL vs IMMO l= MI IN • 1/•■••t in• Ag FUEL FILL STATION 12101 LOCATE NEW SUS-STATIGN BY SEATTLE CITY LIGI-11 IN EXISTI143 8U5-STATION ENCLOSURE. 411111110 ■■■ O■■ •1■1 OSINM •■• =WO OM. ■■ MEM MOW owl••■••■•■•■• 1 wEvssioNe• seuE DATE PERMIT SUBMITTAL erlatriete COMULTANT6 ..•11.10111111■■■■••••• s tiBEy ARCHITECTURE 111•111•1111 CsEN 1 PERMIT B/16/00 PERMIT CORRECT. eavo (NEW AWING) Weil ad vitabilied emit of *ha Caporation M drame mit* umeriel harem oaseume ad the same mg rot be citpliaited, used or disclosed without tb itten omelet or the *obey Corporation. ?went Improvement for Fdbt )111 • ........ '' • e 0, • . • • di • • • . ■•• • • • • • at Intergate West 12101 Tukwila International f3lvd. Tukwila, ILA pRAIIIN3 TITLE: /NTERG4TEAAJE57 OvER411. 517E rDLAN TUK),,Fuk PROGRESS DATE: 08 3 2004 PLOT: !NWT RIMER: 00-10-25 DRAM BY: be* CAEOPZED APPROVED BY: PURIM MJMBEIt 11 N • se- 0 00 O / O m 0 1' eta • a ...� = . CC =... ...• :====.... .�...• ` , ... ... .••• ..... N. .i ., .r...•..... M ••••• 01••• ==1•001. w Y1rti Lt.1 ,: : +I,� �. r 3• •. :/. - f'.ir• ,7 l.j:,')T'� • • Num as. • w • s.• r. ss.. • • REVISE SE - TY SCREEN FOR PIPE PENETRATION ,may tom. r t BUILDING ELECTRICAL AMA ELEC IMPS I DRAWING KEYNOTES 3' -0' WIDE SNIPS LADDER, SEE DETAIL 1I /4$.0, PAINT P-4. STEEL PIPE GUARDRAIL, SEE DETAIL 12 /AS.0 4' HIGH CONCRETE CURB, CONTINUOUS SLOPE PIT FLOOR TO SUMP AT VS' PER FOOT GALVANIZED STEEL GRATING ON TUBE STEEL BEAMS, SEE STRUCTURAL DRAWINGS REMOVE EXISTING KEYSTONE WALL AS REQUIRED TO ACCOMMODATE FUEL TANK UAL. REBUILD WALL FOR TIGHT FIT TO CONCRETE. NEW CONCRETE SCREEN UA4LL AND PIT FOR DIESEL FUEL STORAGE TANK PAINT TO MATCH BUILDING. (SEE STRUCTURAL DRAWINGS). 3' -0' x 1' -0' HOLLOW METAL DOOR IN HOLLOW METAL FRAME. NEW 5,000 GALLON DOUBLE WALL STEEL VAULT TANK, SEE MECHANICAL FOR PIPING. SOUND ATTENUATOR,14' WIDE x S' NIGH, IAC MODEL 1LFS, SUPPORT FROM PIT FLOOR 2'x2'4' DEEP DRY SUMP, WITH STEEL GRATINCI COVER, PUMP BY MECHANICAL. PROTECT EXISTING POILER CONDUITS !PROTECT EXISTING COMMUNICATION CONDUITS GENERATOR EXHAUST PIPING BY MECHANICAL 1' S;BEY ARCHITECTURE c.a4euLTANT6 REVISIONS eD FOR PST 4 1eeuE DATE CON6TRIUCTION ON 08/16/00 AM ate and sd ,PP Corporation the I ad yak or the and the same may not be used at disclosed altho t the Mit+•n comae or the 8aberj Corporation. Emergency Generator for St nFX• 6rN •I/FT . •• �• • • • • s • • • • • • • at Intergate lUbat no I Tukwila International 8Ivd. niciulla, lUQ DRAWING TITLE: . FL OO 2 PLAN PARKING LE /EL P-2 BUILDING ELEv4T10N5 PROGREe6 DATE: 06 FILE: PLOT: !mama Names : CO -10 -25 DRAIN B': bob ciao= aY: JL 4PPRO VED BY: DRAILI s NuhBER: A2.0 ::..T13... ,t* • P -6 Awr 1 ,r 11 �� / /! P -6 / f / i t , : I r -T -- /, _ -4 1 1 ♦ 1 ) I i , P -6 f "' r , y .1 1 OPEN To BEYOND STEEL BRACE P RAMS, CLEAT, PAW P-5 . / ' � r ,/ / e r r • j / / ST-1 \ \ \-r , / `� f / p. .' ... .• *s / ' P -6 �"� I T 1 1 P -6 CA N ;t om i i � y , � k � � � • ,. \ 1 \ ) ; �t . .._., 1 ... i 1 1 1 1 CONC. I �.�.. P -3 . GWB P -6 OPEN Awr ! , P -6 __-._ � f � � 1 ti I ! ,, � e '� 1 . / ' � r ,/ / e r r • .• .e .• , / `� f / p. .' ... .• *s / ' P -6 t ti .t.� ' `� 4 % N. \ � '` '.. `\ ` '4. � ' •: d ye �t 1 �t . .._., 1 ... i 1 1 1 1 CONC. I GWB P -3 . GWB P -3 AIR CHAMBER CONC. NONE GWB * GWB l amp 0 0 o0 0 0o 0 co A R BASE RB -3 SCAL 1/4 1 - 0 0 1 2 5 SCALE 1/4 0 1 2 5 ROOM FINISH SCHEDULE M 9 l g 6' -3' 10 16 4 .001111 maw DT a * r 1ST WOW 3 LUNCHROOM ELEVATIONS 10 16 BASE RB -3 1 EAST WALL - OPEN OFFICE AREA /, / l� f ! 1 • • •\ • • 1 • BASE RB•3 SCALE 1/4 0 1 SCALE 1/4 o 1 2 NOM 1. Provide 1 200 SF of 2" thick acoustical panels in this room. Acoustical panels shall be Empire Model M - or approved equal. Panels shall be arranged on piling and walls in largest contiguous sections possible. 2 SOUTH WALL OFFICE AREA 2 5 10 u 1 1 IMP P-6 Y \OT-1 P-6 f`1 4 NORTH WALL OFFICE AREA 10 . / moc P-6 I 1 6 16 BASE !!L! -3 16 4 WIT6 AT 33' • • •% BASE RB -3 4 4TN - AtN I 1 1 1 RV NMI 5'-6' SCALE 1/4 " o 1 2 5 I 1 p 1 E EXPOSED STEEL BIRACE M AME, CLEAN, PAINT P =5 1 P•' FILLER AS REVD. "e, 4, 4'-6' 33' 5 COPY ROOM ELEVATIONS 10 16 C iti3 REVIEWED FOR CODE CAM P al►D JAW 12 2005 ±P-6 acy Or 1ukwua BUILDING DIVISION BASE RB -3 iI a-) `ACCE2 DAEE 11115 CITY OF� ILA DEC o3 2N4 PERMIT CENTER CCNdI LTANT6 • . DRAWING NUMBER ARCHITECTURE 6EN RM i ERMI T 8/16/00 /Ora ISSUE FOR CONST• 8 /3 /OP 16eLE DATE PEMIT 61111 101/26/00 Al *mew aed rltbm 11111‘ 0111 N M& oartleut+O iir Crigtal implibilsloci wok of the Corporation and the oar soy e+ot be ckpoScated, used or dwclo..d without thy .ha a ooae., nt of ihs Sa Corporation. Tenant improvement For St M =x• 6EN -NET ..e4401111 • • • . • • . • • at lntergate !Lust 13101 Tukwila International 81 vd. Tukwila, W.4 DRAWING TITLE: INTERIOR ✓4 T'CN 5 F N 15+•- 5C - E.7)L:L E PROGRESO DATE: 06,72'00 FILE PLOT: rRO ECT RIVER 00- Z-25 DRAIN BY: bon cIEacEO aY: A. ! apiamovEv BY: piZ.0 ,, ,,,, �,� -�M.nrwr -rare .0.1i •.F.- >eer..�... .. .n..rq. .,;_r.. 1..•. • v ••.0,,41 •+.M•:SP w1w'+MK+..MWMW�.�am ..yt.iwMd.. �M"MY .a..'Y7��1 �•i-!M all• •∎•• .I. •. • i . . •• y J� : . • ••.�' • 1 Awr i Bre GWB P -3 1st Wd P -3 i CONC wr wet wr Exp Str - - -- VARIES SEE NOTE 1. GENERATOR ROOM CONC. SEALER GWB P -3 GWB P -3 AIR CHAMBER CONC. NONE GWB * GWB * GWB ' GWB * ` Exp Str - -- 8'-4" *= TAPE & SEAL ONLY r!M AREAWAY CONC. NONE GWB P -3 GWB 1 P -3 CONC P -3 CONC P -3 Exp Str - -- 8' -4" . . ENO CORRIDOR C RB- 1 B - G P -1 G P -1 G P- 1 ACT- 1 FF -0" 4i EQUIPMENT ROOM 1 'ACT -1 RB -2 GWB P--3 GWB P -3 GWB P -3 GWB P -3 P -3 , Exp Str Exp Str P -2 P -2 - -- -- 1 BATTER`i ROOM .* R8-2 GWB P --3 GWB P - -3 GWB P -3 GWB 422 SPRINKLER VALVE RM. CONC , RB -2 GWB P -3 GWB P -3 GWB P -3 GWB i P -3 Exp Str P -2 -- 42! CO- LOCATiON #1 VCT - . RB -2 GWB P -3 GWB P -3 GWB P -3 GWB P -3 Exp Str P -2 - -- CO- LOCATION #2 VCT -1 RB -2 GWB P -3 GWB P -3, GWB P -3 GWB r P -3 Exp Str P -2 - -- FINISH DURING PHASE 2 427 CO-- LOCATION #3 VCT -1 RB -2 GWB P -3 GWB P -3 GWB P -3 GWB P -3 Exp Str P -2 -- - FINISH DURING PHASE 3 i RECEPTION CPT- -2 7 Ri3 -3 GWB P -6 GWB P -6 GWB P -6 GWB P -6 ACT -1 FF 9' -0" 411 WAITING , R6 -3 GWB P -6 GWB P -6 GWB P -6 GWB 1 P -6 ACT -1 FF 9' -0" BREAK ROOM _ VCT -2 i R8 -3 GWB P -6 GWB P -6 GWB P -6 GWB i P -6 ACT -1 FF 9'-O" pf CONFERENCE ROOM CP1 -3 RB -3 GWB P -6 GWB P -6 GWB P -6 GWB P -6 ACT -1 FF 9' -0" 424 OFFICE CPT -3 Rb -3 GWB P--b GWB P -6 GWB ._._ P -6 GWB P -6 ACT -1 FF 9' -0" 4 $ OFFICE CPT -3 R8-- 3 GWB i P -6 GWB P - -6 GWB P -6 GWB P -6 ACT- -1 FF 9'- 0" Ui TEMP. OFFICE CPT -3 R8--3 GWB P -6 GWB P -6 GWB P -6 _ GWB � P -6 ACT -1 FF 9 -0" 437 TEMP. OFFICE CPI -3 RB -3 GWB P -6 GWB P -6 GWB P -6 GWB P -6 ACT -1 FF 9' -0" 4311 COPY /FAX VCT -2 R8 -3 GWB P -6 GWB P -6 GWB P -6 i GWB P -6 ACT -1 FF 9' -0" 4M ELECT. ROOM VCT -2 RB - -3 GWB P -6 GWB P -6 GWB P -6 , GWB P -6 ACT -1 FF 9' -0" 40 CLOSET CPT -3 i RB -3 GWB P -6 GWB P -6 GWB P -6 GWB i P -6 ACT -1 FF 9' -0" M1 OPEN OFFICE CPT -3 i RB -3 GWB P -6 GWB P -6 GWB P -6 GWB 1 P -6 ACT -1 FF 9' -O" vACANT AREA CONC NONE EXIST NONE EXIST NONE GWB I NONE GWB NONE Ex • Str NONE - -- KEEP VACANT AREAS CLEAN . - - - , l amp 0 0 o0 0 0o 0 co A R BASE RB -3 SCAL 1/4 1 - 0 0 1 2 5 SCALE 1/4 0 1 2 5 ROOM FINISH SCHEDULE M 9 l g 6' -3' 10 16 4 .001111 maw DT a * r 1ST WOW 3 LUNCHROOM ELEVATIONS 10 16 BASE RB -3 1 EAST WALL - OPEN OFFICE AREA /, / l� f ! 1 • • •\ • • 1 • BASE RB•3 SCALE 1/4 0 1 SCALE 1/4 o 1 2 NOM 1. Provide 1 200 SF of 2" thick acoustical panels in this room. Acoustical panels shall be Empire Model M - or approved equal. Panels shall be arranged on piling and walls in largest contiguous sections possible. 2 SOUTH WALL OFFICE AREA 2 5 10 u 1 1 IMP P-6 Y \OT-1 P-6 f`1 4 NORTH WALL OFFICE AREA 10 . / moc P-6 I 1 6 16 BASE !!L! -3 16 4 WIT6 AT 33' • • •% BASE RB -3 4 4TN - AtN I 1 1 1 RV NMI 5'-6' SCALE 1/4 " o 1 2 5 I 1 p 1 E EXPOSED STEEL BIRACE M AME, CLEAN, PAINT P =5 1 P•' FILLER AS REVD. "e, 4, 4'-6' 33' 5 COPY ROOM ELEVATIONS 10 16 C iti3 REVIEWED FOR CODE CAM P al►D JAW 12 2005 ±P-6 acy Or 1ukwua BUILDING DIVISION BASE RB -3 iI a-) `ACCE2 DAEE 11115 CITY OF� ILA DEC o3 2N4 PERMIT CENTER CCNdI LTANT6 • . DRAWING NUMBER ARCHITECTURE 6EN RM i ERMI T 8/16/00 /Ora ISSUE FOR CONST• 8 /3 /OP 16eLE DATE PEMIT 61111 101/26/00 Al *mew aed rltbm 11111‘ 0111 N M& oartleut+O iir Crigtal implibilsloci wok of the Corporation and the oar soy e+ot be ckpoScated, used or dwclo..d without thy .ha a ooae., nt of ihs Sa Corporation. Tenant improvement For St M =x• 6EN -NET ..e4401111 • • • . • • . • • at lntergate !Lust 13101 Tukwila International 81 vd. Tukwila, W.4 DRAWING TITLE: INTERIOR ✓4 T'CN 5 F N 15+•- 5C - E.7)L:L E PROGRESO DATE: 06,72'00 FILE PLOT: rRO ECT RIVER 00- Z-25 DRAIN BY: bon cIEacEO aY: A. ! apiamovEv BY: piZ.0 ,, ,,,, �,� -�M.nrwr -rare .0.1i •.F.- >eer..�... .. .n..rq. .,;_r.. 1..•. • v ••.0,,41 •+.M•:SP w1w'+MK+..MWMW�.�am ..yt.iwMd.. �M"MY .a..'Y7��1 �•i-!M all• •∎•• .I. •. • i . . •• y J� : . • ••.�' • 1 4 _ INSIDE h•. PIPE GtJARDIRAI h e. PIPE IdANDRAIL -� . ' . • Sca10 I • .P-D' &a1e: Iit'•I' -o' 4 ' 11 Scab 1)'• P-O' • c . w .f • ' • GONG S4.Ad. 4' LONG !CEDE OR COREDRILL FOR GUARDRAIL POST& C4x125 STRMKElRS iCsALYNIZED, TYP. Ill/ L3x2I,x4' BRACKETS TOP 4 150770 3' STEPS, SPACED UNIFORMLY AT 000'. Si-411=5 LACOEIV5LJA/WRAIL rN SASE e RAISED me, ACOUSTICAL NSLL.ATION WERE NOTED. P4 4DE FACING OUTSIDE FACING STUDS FLU614 ON OUTSIDE OUTSIDE FACP6 METAL STLV ACOUSTICAL INSULATION, OEM NOTED MHEdDE FACING STUD TRACK SIDE AS REQUIRED. Ream BAN EAC44 SIDE Ab REGUI RED. 'PO PARTITION BASE DETAIL Scale: 14°0-ir . IL '3 CONT. ''3 BAR • 4'-0' OC, DRILL AND GROAT P4TO CONCRETE &AB, TY?. OUTSIDE 4rIrI.4 CURE OETAfL 0 EXT. wipw E4I$ Scale Nf'. 14'4 PIPE GUARDRAIL, P0616, TOP RAIL AID NTE*EDIATE6 - Ocala It '.1' -C P Seal •al' -O' •• • • •. ....... • 4 . W ' • • GUARDRAI E4II ■ ■ ■ ■ ■ ■ / ■ ■ ■■ ■■■■■■■■ ■■u■■■ ■ ■■ ■I DETAIL. 3b/A8t A y W .. w.!.. w /a►wa►waor w *wl►w *w *w 7 3m ate • e0M'N SIDES NOTO.ED OL,' TO FIT AR BAR JOISTS AC0/6 IL L MERE . EIE NOTED. 3 f"E1 4. STU S • 2 OTC. !E1tIE 4 JOISTS '� BEALAte BOT1"1 SIDES IIiEFE ACM NO L. IRECOJIIQED. SMLAR TO DETAIL 33/A0.0 FNISI•ED CEILING WERE OCCURS 4rfrIotsJ HEAD DETAIL Ocala Var.& Exec a+cioeirE AS Reaurtn BY ROOF DRAIN LINE 4' LONG SLEEVE OR COIIEDRILL FOR QdIA1ORAIL PIOSt6. SET POSTS ILV EPDXY. SUSP. CLCsr WERE OCCURS FINISU GUS, WNW TO uSDOW FRAME, TYP. POET. CORNER em, TYP. CAULK JOINT. EXI*TNG WINDOW SYSTEM. 4' THINK PLASTIC LAMINATE SILL. PL -Z, TYP. PI I6N GMT PER SGIEDLLE, TYP. EXISTING EXTERIOR EULDPIG WALL EXISTING STEEL COLUMN A10 BASEPLATE, SEE SWELL DRAWINGS PARTITION TYPE Fl 2 la' METAL STUDS • FLOOR 4 EXTENDED 10 6TRICTURE ABOVE 14' GMT, TYPICAL WCRIZON'?'AL METAL STUD mica • 4'-D' O.C. PARTITION TYPE SCHEDULE lA 2 1 aA OJOS • Ins . _ • t.iW 1w.los= • 1 GWB 5/8" Metal, 3 -5/8" 16" OC 25 C stud E WNG WINDOW SYSTEM. DETAIL 4111144), S1 i IIIN DOW I'ML.LICN. 11 COLUMN FOR WALL TYPE, EEE FLOOR PLAN.. EXIST. COLt1"N Ocala 4%1' -V Scab Weer -0' GWB 5/8" Metal, 3 -5/8" C stud GW B 5/8" Metal, 3 -5/8" C stud GWB, Type X GWB, Type X RIRR AS TIGHITLY TO COLUMN AS PFS6bLE, CENTER CLOSURE ON MOOS PILLION. 5/8" Metal, 3 -5/8" C stud 5/8" Metal, 3 -5/8" C stud GWB 5/8" Double 3 -5/8" C studs GWB 5/8" Double 3 -5/8" C studs GWB 5/8" Metal, 3 -5/8" C stud GWB 5/8" Metal, 3-5/8" C stud N/A GWB. W R GWB 5/8" INSIDE FACING Twee Ow* 'Bedew Gum WI ESH 5/8" Metal, 3- 5/8" C stud Metal, 3 -5/8" C stud 111 111 IMMILAR TO DETAL 38/46, CIT JOINT SYSTEM FURRING g OFFICE COLS. wia w w /,swosnw wrsuw.►w *w' *w w, GY13 - ' SIDE OPLY �iMILAR TO DETAIL 86 /A6o .OMIT JOW 81'OTpi CELING WERE OCCURS OUTSIDE FACING • 16" OC 25 16" OC 16" OC 25 16" 0 16" OC 25 16" OC 25 16" OC 16" OC PARTITION 14E40 DETAIL Scales V'.re COLUMN ENCLOSURE 6" OC 25 6" OC 25 25 25 25 25 cavity • Isms Acoustic 1 Insulation Acoustic Insulation Acoustic Insulation Acoustic Insulation Acoustic Insulation EXIST. COL Lt 14 t DRAIN PIPE WALL TYPE S, . GEE DETAL 44/A8D. cALLK TO WINDOW FRAME EXISTING WIDOW 8YTTE't WALL. TYPE S, GEE DETAIL 44/A8.0. GWB GWB GWB Type X GWB, Type X GWB GWB Block Point slack Paint GWB GWB PURR AS REQUIRED TO WIDE COUSIN AND ROOF DRAM! P'IN'E, KEEP AS TIGHT AS MIME E Ultima Are Nadas ETC Na m 5/8" 45 to 49 5/8 ., 5/8 5/8" ws me lay emon.lm. 5/8" 1 hour 40 to 44 5/8" ,- - - 40 to 44 5/8" 1 hour 40 to 44 19 WP 1200 4-7/8" 5/8" 1 hour 45 to 49 19 PLAFRINIa CO-i.Q COL4 Ocala: I 'si' -O' PARTITION 14E40 E4I L , Ocala 3•81' -D' Gtr • SIMILAR To DETAL 35/Abm, 01T JOINT 6Y6181 PANT STUDS APD GMb • SIDE EXPOSED TO WINDOWS FLAT BLACK TO ABOvE M1DOW HEAD. APPLY 6ICsFIT O196C6 FILM TO N60E PACE OF EXTERIOR GLAZING. Medico M T- VOX•NIII OW 40 to 44 19' -5" WP 1200 4-7 /8" STRUCTURE NOTE: MOMS 4'X12' METAL ANT GRILLS • 2' NC • T ANTS MN. PER WIDOW BAT R13-I [-STRUCTURE, ■iwa rs.l r Lk QA Pia No. a T**nsss llas. 19' -- 5" WP 1200 4- 7/8" 31 1 hour 45 to 49 19' --5" WP 1200 a -7/8" WP 1200 19' -5" FURRING Ex4roelem WALpi. WP 1200 12 " 2 4 -1/4" 4-1/4" WP 1200 4 -7/8" 40 to 44 19' -5" WP 1200 4-7/8" REVIEWED FOR ODE COMPLIA AaoaflvFD JAN 12 2005 1K5 kr I ?LDING PMj IQ T NJ • 'Scale 11'•i' -p• Scalar 3' +1'-O' Scabs 3'•l' -O' A8.0 31 A8.0 4 -1 /4" 25 SIM 25 SIM A8.0 *8.0 31 A8.0 31 A8.0 25 A8.0 25 A8.0 44 A8. 21 A8.0 41 A8.0 31 A8.0 TeR Niels ,34 A8.0 33 A8.0 33 A8.0 32 A8.0 25 FIT AROUND BRACED A8.0 FRAME AS REQUIRED. 25 FIT AROUND BRACED A8.0 FRAME AS REQUIRED. 44 A8.0 44 A8.0 PARTITION DETAIL SET WALL ON TOP OF RAISED FLOOR I " ESH SEE SPECIFICATION 35 SIM WR = Water Resistant A8.0 35 SIM A8.0 MERE NOTED TYPICAL FLOOR COPBTRICTION OUTSIDE FACING INSIDE FACING ACOUMAL, INSULATION, STRI C11SRr4L. MEMBER METAL STUDS, FRAME Ab TIGHT TO STRICTURE Ab POMBLE. STUD TRACK SIDE Ab REQUIRED. RIMIER 15A6E 1EN*4T SIDE CPLY, Ab REWIRED. FEE RESISTIVE JOINT 6YST@1 -wi 20 G44 ST. TRACK FASTEN TO STRUCTURE WTI Iy' TYPE 'b' SCREWS • 2410L. SEALANT BOTII SIDES %MERE PARTITION PER SCHEDULE, DO NOT FASTEN TO TRACK PARTITION HEAP DETAIL um OF Tutov u DEC 1 32N PERMIT CENTER rrFI4•I. MULLION CrAIL CONSULTORS ARCHITECTURE GEN F ''1 PERM/ T 8/1b%00 l55L1E FOR CONGT. a/3/00 i EvI610Nb .IS6o DATE I SUBMITTAL E'V16 /o V *slaw + ad ipb Capon NM, cautItutio the I and .omit o1 Om anon • and tie mom mg not be al pIloated, used ar dlscios.d mahout the ',Man conoant of the balmy Corporation. Tarrant improvement For St N IX•6111•NET • 4■ • • • • • +.. . op • • • • • at lntergate Went 12101 Tukwila 1nte"nat iona l Blvd. Tukwila, WA DRAWING TITLE: r P ' 11 DATE: 6/2200 PILE: A80.ckug IPLOT: PROJECT NUMBER: 99 - 7C DRAM Err: D GAD BY: 1305 !!Y: DRAUMPIG NUMBER: • 4 DOOR & OPENING SCHEDULE - .., _,,,,,,,. _ �,. _ ii V4' ' 'WALL T. PER , ' , OR d ..Aid SEE SPECIPICATION MOOR PINION ALUM. PMXAME SYSTEM .r EON. PRAhE .... ....... rak, PR 1D $ rw f _ , •- Z o • u Q . t » hin DOOR 1411. DOOR PER I A"1 I SEE -� ar CFI ATIGN ad I�GXNM�D • �. 5 °D s N _ V vl .._ 4 . h a >r I 7 § C E D fD O 3 , bC+}l01L,E _ . a o 3 C h i b a to w O v 1 • _ o Q c v o 4 v - " h 0 �o C p cn , m c Nn •'; Allilligi _ v .c i L p.- o wl�lr ar. �.- P204.1 Exist ' ° 3/ 4" 3 - 0 0 --IM P 4 1 _ HM P - -4 X - Exist 11 7 IIIIIII'l , A9.0 � �► Relocate Lxist n Door and F rome IA s 1 I Iti,ER BASE /i 1 1 TYPICAL, OHO. 3' -6" 3' -0" 7' -0' 7' -0` HM HM P -4 P -4 r a'Ylo. oiow PirrAh, tJAP/ FeELITE SILL JAMS i-IEAD , N.4LP ei Seeks& NA1,P SI?E - -- - -- 7 7 11 11 A9.0 / A9.0 DOOR 4 HARDWARE PER SalBEWLE A9.0 A9.0 DOOR PER 801EDULE PARTITION PER SCHEDILE a - , ...,, I w 1 •� I, Vs 1 _ ,_,., ,,,p eA al 1 3/4" 1 7' - -0 HM P -4 X HM P -4 1 II I I ALUM. PRAM ,� l AL.IX"L PRAI•E SYSTEM / A9.0 11 7 A9.0 ____,, ISYSTEM SEE TiON i • SEE SPECIFICATION 1 3/4' Al■- ∎- -- . ; / . . 7' - 0' HM - - V4' OR 341$' GLAe6 SEE SPECIFICATION 1 DJ .11ll SSSS���� r I Ia' i I I/?' J 411......1. ..� 1 oo J41`15 6 SIE!E ALUM. COOK J418 Scala: HALF SIZE Scale HALF SIZE DOOR & OPENING SCHEDULE - .., _,,,,,,,. _ �,. _ _...iii......., ......■,.... .........sum...._ • * ci z a e 0 V .... ....... rak, m ` 'O a c. \ r r $ rw _ C V+ = - +' tv i :i _ , •- Z o • u Q . t » hin c Q C W a to x V O _, U w O n ac U O ...1 v d N a v, .Y U O _ o W m m ac V O ....I • �. 5 °D s N _ V vl .._ 4 . h a >r C .r. u c n V 40 .. _ o z Y N ,I A d t 4+ o C E D fD O 3 , OP _ . a o 3 C h i b a to w O v 1 • _ o Q c v o 4 v - " h 0 �o C p cn , m c Nn MI Me _ v .c i L p.- o wl�lr ar. �.- P204.1 Exist ' ° 3/ 4" 3 - 0 0 --IM P 4 1 _ HM P - -4 X -- Exist 11 7 11 , A9.0 i Relocate Lxist n Door and F rome P212 P214.1 A A 1 3 4" 3/4 3' -6" 3' -0" 7' -0' 7' -0` HM HM P -4 P -4 HM HM P -4 P -4 X - -- - -- 7 7 11 11 A9.0 / A9.0 11 11 A9.0 A9.0 Sound rated door ossembl STC.45. 2 P241.2 A 1 1 3/4" 3' -0" 7' - -0 HM P -4 X HM P -4 - -- 7 11 / A9.0 11 7 A9.0 Sound rated door assembly STC.45. P2X 1 Q Q 1 3/4' Al■- ∎- -- 3' - O" 7' - 0' HM - - P -7 - --- HM - P -7 - .. - _• ---- v 5 411......1. ..� 1 Concrete frame anchors, flush frame to exter;or -.ow. 3 -0 PR. 3' - 0 .•.. 7 - 7' -0" 420.1 1 1 3 4" 3 4 SC - WD ' ST -1 • 1 ALUM. ANOD. 45 MIN. 1 11 1 A9.0 11 / A9.0 � X 420.2 SC -WD P -3 ALUM. ANOD. 45 MIN. 6 11 A9.0 11 A9.0 x _ 420.3 <E> - 5 Equip. Rm. Drs, SgI X ■ X I 8 4. - RE -KEY 421 .1 A X 1 " 3 4 4' -0 7 -0 SC -WD P-3 ALUM. ANOD. 45 MIN. 5 11 4 A9.0 11 A9.0 L 422.1 A 1 1 3 4" 3' - 7' -0" SC -WD P -3 - ALUM. ANOD. 1 Is 45 MIN. 5 11 A9.0 ' 11 A9.0 x ■ 423 1 E -- PR. 3'--0 7 -0 WIRE P -5 X N/A x 10 X WIRE CAGE GATE 425.1 8 1 3/4" PR. 3' -G" 7' -0" SC---WD ST -1 ALUM. ANOD. 45 MIN. 2 11 / A9.0 1 11 / A9.0 425.2 B 1 3/4" PR. 3' - -0" 7' -0" i SC -WD P -3 1 ALUM. ANOD. 45 MIN. 6 11 1 A9.0 11 _ / A9.0 1 425.3 <E> 5 9 Bi- Passing Closet Doors _ 8 1 + RE -KEY • 425.4 c E> 1 8 X • Wire Cage Gate X RE -KEY X 427.1 a 1 3/4" PR. 3' -0" 7' -0" , SC -WD ST -1 X I • ALUM. ANOD. I 45 MIN. 2 11 / A9.0 1 ' / A9.0 , . . 1 . X tv --O SC - ST -1 ALUM. ANOD. 45 MIN. 3 11 / A9.0 11 / A9.0 SIDELITE 3 WIDE 430.1 C 1 3/4" PR. 3'-0" 432.1 C1 1 3 4" 7 , 3 , -0 7 -0 SC -WD _ ST-1 ALUM. ANOD. 4 21 22 A9.0 21, 22 / A9.0 i 23 LA10 SIDELITE 3' -0" WIDE RE - KEY 432.2 <E> 8 433.1 C1 1 3 4 3' -0" _ 7 -0 , SC -WO ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21, 22 L A9.0 23 / A9.0 SIDELITE 1 ' -0" WIDE 434.1 C1 1 3/4' 3' --0" 7' -0 SC-WD ST -1 k ALUM. ANOD. 4 21, 22 / A9.0 21. 22 / A9.0 23 / A9.0 SIDELITE 3` -0 WIDE, VERIFY IN FIELD , 435.1 C1 1 3 4 3' -0" 7 -0' SC -WD ST -1 ALUM. ANOD. 4 21 22 A9.0 21 22 A9.0 23 A9.0 SIDELITE 3' -0 WIDE 436.1 Al 1 3 4 3' -0" ' 7' -0" SC -WD ST -1 ALUM. ANOD. 4 21, 22 1 A9.0 21 , 22 / A9.0 437.1 Al 1 3/4" 3' -0" 7' -0 SC -WD ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21, 22 1 A9.0 439.1 D 1 3/4_ 6' - 7` , SC -WD ST -1 + 9 *BI- PASSING CLOSET DOORS 440.1 Al 1 3/4 3 --0 - 0" 7 SC -WD ST -1 ALUM. ANOD. 4 21, 22 / A9.0 21, 22 1 A9.0 450.1 Al 1 ' 3 4 / 3 ' " -0 ' 7-0 SC -WD ST -1 ALUM. ANOD. 3 11 / A9.0 11 / A9.0 ,KEY TO LANDLORD'S MASTER F.1ARDwAREs ci z a e 0 V U sage m ` 'O a c. \ r r fA tT c = + � > ii _ C V+ = - +' tv i :i _ , •- Z o • u Q . t » _ t_ a h x U O .� c Q C W a to x V O _, U w O n ac U O ...1 v d N a v, .Y U O _ o W m m ac V O ....I • �. 5 °D s N _ V vl .._ 4 . h a D o .0 • - C O a. C .r. u c n V 40 .. _ o z Y N ,I A d t 4+ o C E D fD O 3 , ; ' ~ U ° j e O _ . a o 3 C h i b a to w O v a .o v li O 0 - O 3 _ o Q c v o 4 v df a we V E nn h 0 �o C p cn , m c Nn d ' a n m O tU 3 _ v .c i L p.- o o aE _ O •3 j o N o p o ,� O w o o o o _ �'' v n- .X U Y ' ° O E ° a _ d v o P o v C d) a o , ,. p o �G o .+• N o Z3 , o ta ac 1 Entry Drs, SgI X X , X X i X X X 2 Entry Drs, DbI SC SC 1 at Pt r , Pt St X id ve , x Se at 3 Entry Drs, SgI 1 • � X � 4 Office Doors, SI ce oors, g X 1 � X _ X x _ - 5 Equip. Rm. Drs, SgI X ■ X I 4. - I X X 4 Equip. Rm. Ors, DbI X L X 1 X - , 1 1 Is X - 1 I ♦ x ■ 1 1 7 Equip. Rm. Doors, SgI X X x X 1 X X t Existing Patio Doors E E e 1 E . 1 5 9 Bi- Passing Closet Doors 1 1 X • Wire Cage Gate X X X I X I I . , . . 1 . X CD qr- •• C■1 0 ao O m DOOR DETAILS N • DOOR & WINDOW TYPES NRP NON REMOVABLE PLAYS ACT ACTNE LEAF INA INACTIVE LEAF EL EACH LEAF BS BOTH SIDES HARDWARE KEYNOTES 4. 1MROWARE SCHEDULE AOBREYIATIONS ARE AS FOLLOWS: 5. RE -KEY EXISTING PATIO DOORS TO TENANT'S MASTER. V15ION PANEL II-ERE SO- IEDULED, GLASS TYPE AS SPECIFIED 1. DEADBOLT TO BE PROVIDED BY DOOR MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM. 2. SLIDING LATCH ANO MOCKING MECHANISM BY DOOR MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM. 3. SLIDING LATCH AND LOCKING MECHANISM BY 0008 MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM. 1 B I - PASSING CLOSET DOORS HEAD OILY, NO FRAME WIRE ME$ GATE DOOR KEYNOTES • p 1. ALL SWINGING DOORS TO RECEIVE 3/8" UNDERCUT. 2. ALL NON -RATED DOOR LNTES AND SIDELITES TO BE 1/4" CLEAR TEMPERED OR SAFETY LAMINATED GLAZING, U.N.O. 3. WHERE DOOR LITES OR SIDELITES ARE SCHEDULED AT RATED 000RS, PROVIDE LABELED FRAME AND GLAZING ASSEMBLY. GLAZING TO BE 1/4" WIRE GLASS. 4. WHERE GLAZING IS REQUIRED IN FIRE -RATED ASSEMBLIES, GLAZING SHALL BE PART OF THE RATED ASSEMBLY. 5. ALL DOORS ADJACENT TO WALL ARE GIVEN AS 6" FROM FACE OF JAMB TO FACE OF ADJACENT WALL, U.N.O. 6. CARD KEY ACCESS IS USED FOR GETTING PTO AREAS AND IS NEVER REQUAOIED TO EXIT OUT OF ANY AREA OR OUT OF THE BUILDING. 7. VERIFY THAT EXISTING DOORS ARE PROVIDED WITH HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE. IF NOT EXISTING, CONTRACTOR TO PROVIDE. REVIEWED FOR CODE COMPLIANCE pDDRAVCD JAN 12 2005 City Of Tukwila BUILDING DIVISION DOOR KEYNOTES CONTINUED 8. ALL RATED FIRE ASSEMBLIES SHALL BE PROVIDED WITH GASKETS FOR SMOKE AND DRAFT CONTROL AND BEAR A VISIBLE APPROVAL LABEL SHOWING RATING FOLLOWED BY THE LETTER 'S', THE NAME OF THE MANUFACTURER AND IDENTIFICATION OF THE LISTING AGENCY. 9. DOOR AND MATERIAL ABBREVIATIONS ARE AS FOLLOWS: SC LP HM PT ALUM ANOD SOLID CORE w00D DOOR, SEE SPEC. IAMINATE PLASTIC FINISH, SEE SPEC. HOLLOW METAL FRAME, SEE SPEC. PAINTED FINISH, SEE SPEC. ALUMINUM FRAME, SEE SPEC. ANODIZED FINISH, SEE SPEC PERMIT CENTER CRY OF TUKWL DEC 0 3 2114 • •- .+.44.4. :1 CONSULTANTS BF,Y ARCHITECTURE OEN Fel PERMIT 8/16/00 ISSUE FOR CONST, 8/3/00 REYIb1a mew DATE 'PERM SUBMITTAL 01/245/00 AN drawings and _1Uem eatarlrl h eonetttul• the orti.l and upbN45+ed wok or the Corporation and tar same Nov not be duplicated, used or dMclvSed @M out. the ',Men oonoent of tae busy Corporation. T4rhent Improvement for St wEx• GCM • MtT • • • ..e" , at lntergate U Let 12101 Tukwila International 81vd. Tukwila, WA • DRAWING TITLE: DOOR SC -Eut E u4ROLL'4RE SCIE )L.LE DOOR ,DET41L5 Ie1XOr A'ESO DATE: 6.2200 PILE: 490.dtme PROJECT NUMBER 99- ' -23 DRAM SY: DD �. G'E I E•D lliT: APPR0'vED BY: DRAWING NUMBER: • S:\INTERGTE\BLDG_C\NETSTREAM\A90.DWG GENERAL NOTES CODE: UMFORM BUILDING CODE (uec) - 1997 EDITION LIVE LOADS SNOW .. ?5 PSF LOWER ROOF SNOW DRIFTING = 60 PSF MAX FLOORS EQUIPMENT AREAS 250 PSF BASIC WIND SPEED 80 MPH, EXPOSURE C SEISMIC ZONE 3 GENERAL CONDITIONS 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE MARK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY DISCREPANCIES 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS W THE WORKING DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES" AND/OR 'STANDARD DETAILS'. 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 6. WIORKNNG DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CONDITION WINCH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE. a THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AS A PART OF HIS RESPONSIBILITY, THE GENERAL CONTRACTOR SHALL PROVIDE Th . SERVICES OF A LICENSED STRUCTURAL ENGINEER TO DESIGN AND SUPERVISE ANY SCAFFOLDING FOR HIS WORKMEN AND SNORING OF FORMS AND ELEMENTS OF CONSTRUCTION AFFECTED BY HIS WMORK. 9. ALL WORK SHALL CONFORM TO THE MIIMUM STANDARDS OF THE LATEST EDITION OF THE UNIFORM BOILING CODE, 1997, AND ALL OTHER REGULATING AGENCIES EXERC1SNG AUTHORITY OVER ANY PORTION OF DE WORK. 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND /OR SPECIFICATIONS DIFFER, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 12. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. 14. ALL CONSTRUCTION SHALL BE DONE MTH MATERIALS, METHODS, AND WORK- MANSHIP ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 1997 EDITION OF THE 'UNIFORM BUILDING CODE' (UBC), AND STANDARDS REFERENCED THEREIN. 15. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS 9- i2 -GO 00056SG -1 SPECIAL CONDITIONS 1. VERIFY ALL DIMENSIONS IN FIELD AND PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. FOUNDATION 1. STRUCTURAL DESK;N COMPLIES WITH SOILS REPORT BY GEOTECN CONSULTANTS INC., AI 98063 MARCH 16, 1998 FOOTING BEARING PRESSURE: 3,000 PSF 3000 PSF ON COMPETENT NATIVE SOIL, OVER LEAN CONCRETE FILL AS DIRECTED BY SOILS ENGINEER. LATERAL EARTH PRESSURE ON RETAINING WALLS ACTIVE: 40 PCF FOR TONG WALLS. COEFFICIENT OF BASE FRICTION: 0.40 2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL CONSIDERATIONS ARE TO BE AN ACCORDANCE WITH SAID SOILS REPORT. 3. THE CEOTECHNICAI ENGINEER SHALL BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING FOUNDATION SOILS EXCAVATION, BACKFILL, GRADING, COMPACTION AND SUBGRADE PREPARATIONS. THE G EOTECH NICAL ENGINEER SHALL INSPECT, PROVIDE TEST REPORTS,, AND PROVIDE A LETTER OF ACCEPTANCE TO TIME BUILDING DEPARTMENT AND THE ENGINEER STATING THAT ALL FOUNDATION SOILS PREPARATION, EXCAVATION, BACKFILL, COMPACTION AND SUBGRADE PREPARATION IS N ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS REPORT PRIOR TO PLACEMENT OF FOUNDATION CONCRETE. CONCRETE 1. REFERENCE STANDARDS: ACI -301, ACI-318, UBC. MINIMUM CONCRETE STRENGTH (28 DAPS): FUEL TANK SLAB 4,000 P9 WALLS. 4,000 P9 SLAB ON GRADE 4, 000 P9 EXTERIOR FLATWORK 4,000 P9 AIR - ENTRAINMENT 3.02 TO 5.02 FOR EXPOSED CONCRETE. 2. MIXING: COMPLY IMTH ACI -301. DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED MIX PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WINCH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3. PLACING: COMPLY MN TH ACI -301. PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS 4. SLUMP: 4' PLUS OR MINUS ONE INCH. DO NOT ADD WATER TO MIX TO INCREASE SLUMP. GREATER SLUMP, ACCELERATED SET, OR NIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED ADMIXTURES 5. CURING: COMPLY WITH ACI -301. KEEP CONCRETE MOIST FOR SEVEN GAYS MINIMUM. 6. JOINTING: PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS V VOLUME CHANGE. JOINTS SHOWN MAY BE ADJUSTED AT CONTRACTORS OPTION, WITH PRIOR APPROVAL FROM ENGINEER. 7. MEA THER EXTREMES: COMPLY WITH AO 3058 FOR HOT WEATHER. COMPLY WITH ACI 3068 FOR COLD WEATHER. CONCRETE INSERTS CONCRETE INSERTS SHALL BE MANUFACTURED BY HILTI OR APPROVED EQUAL. SUBMIT K;80 REPORTS ON ALL FASTENERS GROUT GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE NON- METALLIC, NON SHRINK GROUT HAVING A COMPRESSIVE STRENGTH OF NOT LESS THAN 5000 P9. SUBMIT ICBO REPORTS FOR APPROVAL. REINFORCING STEEL 1. REFERENCE STANDARDS: AO 'DETAILING MANUAL" (SP -66) CRSI MANUAL OF STANDARD PRACTICE (MSP -1) 2. MATERIALS, REINFORCING STEEL ASTM A615, GRADE 60 REINFORCING FIBERS: POLYPROPYLENE FIBROUS REINFORCEMENT 3. SPLICES AND LAP: LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS, UNLESS OTHERWISE NOTED. PROVOS CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. 4. COVER: CAST AGAINST EARTH FOOTINGS 3 INCHES SLABS. 2 INCHES WALLS, 3 INCHES CAST AGAINST FORMED SURFACES: WEATHER FACE ...1 -1/2 INCHES, 15 BARS AND SMALLER 2 INCHES, 16 BARS AND LARGER INTERIOR FACE 3/4 INCH FOR SLABS AND WALLS 1 -1/2 INCHES FOR BEAMS AND COLUMNS JOBSITE SAFETY: THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDER TAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE MARK, TRAVEL, OR OCCUPANCY BY ANY PERSON. STRUCTURAL AND MISCELLANEOUS STEEL FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC) STANDARDS AND SPECIFICATIONS: 1. MANUAL OF STEEL CONSTRUCTION, 9TH EDITION (ALLOWABLE STRESS DESIGN) 2. CODE OF STANDARO PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION. 3. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS STEEL SHALL CONFORM TO THE FOLLOWING STANDARD& RECTANGULAR TUBE STEEL - ASTM A500 GRADE B GALVANIZED (Fy = 46,000 P9) WIDE FLANGE COLUMNS AND BEAMS - AS TM A572 GR50 ALL OTHER STEEL - ASTM A36 fry = 36,000 P9) BOLTS -- ASTM A307 TYPICAL ASTM, A325 -SC AS NOTED ALL ASTM A325 BOLTS SHALL BE ENGINEER APPROVED SELF LAD INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, ALL MELDING SHALL CONFORM TO DIE AIVS CODES, AND SHALL OE BY WABO CERTIFIED WIELDERS WELDS NOT SPECKED SMALL BE 1/4' CONTINUOUS FILLET MINMUM. USE DRY E70 ELECTRODES 4. REMOVE RUING LUBRICANTS AND OTHER MATERIALS THAN MST APPLICATION OF SPRAY APPLIED FIRE PROOFING. $TRUCTURAL STEEL WELDING 1. CONFORM TO THE AWS CODES 01.1 AND D1.3., AND USE ONLY CERTIFIED NELDERS NEEDS NOT SPECIFIED ARE TO BE 1/4 CONTIWOUS FILLET USE DRY E70 ELECTRODES UTILITIES: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE EXCAVATION AND SHORING IM TH ALL U TILI TIES ,SHOP pRAWINGS SUBMIT 1 SET OF PRINTS AND 1 SET OF REPRODUCIBLES FOR REVIEW PPIONt TO i ABRICA TION FOR THE FOLLOWING: 1. CONCRETE REINFORCEMENT STEEL, 2. $SCELLAI1OUS STEEL FABRICATION DRAWINGS SUBMITTALS SUBMIT 3 COPIES FOR REVIEW rRfoa TO FABRICATION FOR A) CONCRETE DESIGN MIX 1 CONCRETE BrSER15 EPDXY ADHESIVES GROUT INSPECTIONS REFERENCE STANDARDS: UBC 108` INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT TESTING LAB APPROVED BY THE RAIDING OFFICIAL. CONCRETE: TAKE CONCRETE CYLNDERS AS REQUIRED. VERIFY SLUMP AND STRENGTH. REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE NTH APPROVED PLANS. CHECK FOR REQUIRED COVER, SIZE AND GRADE. MELDING: PROVIDE NSPECTION IN ACCORDANCE WITH UBC 108. SPECIAL INSPECTIONS SPECIAL INSPECTION BY WABO CERTIFIED NSPECTORS IS REQUIRED IN ACCORDANCE WITH THE 1997 UBC SECTION 1701 FOR THE FOLLOWING WORK ITEMS: STRUCTURAL CONCRETE UBC SECTION 1701.5.1 CONCRETE RENNFORCINC STEEL UBC SECTION 1701.5.4 STRUCTURAL STEEL FABRICATION AND ERECTION UBC SECTION 1701.5.5 THE SPECIAL NSPECTORS SHALL, N ADDITION, BE QUALIFIED IN ACCORD- ANCE WITH THE 1997 UBC SECTION 1701.2 AND PROVIDE THE DUTIES AND RESPONSIBILITIES AS INDICATED IN SECTION 1701.3. • , • AB ANCHOR ROE T ALT ALTERNATE APPROX APPROXIMATE BTM BOTTOM BOT BOTTOM ORC BEARING B TW BE TWEEN CJ CONTROL JOINT CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER DET DETAIL DIA DIAMETER DIAL DIAGONAL DIM DIMENSION DL DEAD LOAD EA EACH EF EACH FACE ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT ES EACH SIDE EW EACH WAY EXIST EXISTING FON FOUNDATION FC FINNISH GRADE FLFR FLUSH FRAME FLG FLANGE FLR FLOOR FP FULL PENS TRA DON FT FOOT FTG FOOTING FS FAR SIDE GA GAUGE GALV GALVANIZED GR GRADE NOR HORIZONTAL HT FIGHT IN NNCH JT JOINT I.1. LIVE LOAD 9 180° STIRRUP AU RE1i F. EXCEPT at DES & NL STIRRUPS lOC LOCATION MAX MAXIMUM MB MACIiMrE BOLT MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM INSC MISCELLANEOUS ML MICRO-LAM (LAMINATED VENEER LUMBER) NO NUMBER NS WEAR SHOE NiS NOT i0 SCALE OC ON CENTER OH OPPOSITE HAND OPNC OPENNC OSB ORIENTED STRAND BOARD (RN BOARD) OSf °UWE FACE • PSF POUNDS PER SQUARE FOOT P9 POUNDS PER SQUARE NCH R RADIUS REF REFERENCE REINF AENFpRCINC REOD REQUIRED S SLOPE SCND SCHEDULE SEC SECTION SF SQUARE FOOT SHT SNEEi 9II SIMILAR SPCS SPACES SPEC SPECIFICATIONS STD SiMgARD SA STEEL STRUCT STRUCTURAL i 70P iHK THICK roc TOP of CONCRETE ros TOP OF STEEL TOW TOP OF WALL TS TUBE STEEL TYP TYPICAL UNO UNLESS NOTIFIED OTHERWISE PERT VERTICAL w MnH +�r+s WELDED HEADED STUD wr wEIGHi WMF MELDED MIRE FABRIC tpst 0 = 6d FOR I)1lJ D= 8d FARR Ire, D= 4d FOR g4, & D.6dFOR 18, 7,&8 al 9 t35 BEAM: OR OaUNN CROWNS STMT OR TE BEAM STIRRUPS & CaUMMI TES d. = BAR DIAMETER. D • 8DID DIAMETER +a OR 2 1/2' 1eo• • REINF HOOKS AND BENDS ooMEssa WUCES EIMENDIT MOS 0 BARS EMBEDMENT & SPLICE LENGTH SCHEDULE 3 3 4 5 0 7 a 0 t0 11 10 13 t7 20 23 27 31 34 37 a 1, 14 17 20 22 2S 211 31 1 7 7 10 0 12 11 15 17 15 10 17 22 1! 24 21 20 24 KEY PLAN MOON SPUCES MIA h Mil 10 BARS '0D R DEMENT lumps STRAIGHT aaARS BUILDING C -LEVEL P2 3 X000 T 8 11 1 152 103 114 141 1 NOT TO SCALE v13111113®113DDD © 101:1 2 ° CDC 10 28 22 03 0't 104 u 03 ao tot 11111 E:11 ELM MO will 0000mo 9BB Bg888 30 04 111 3000 4000 3000 T 8 1 8 1 17 10 14 12 12 12 12 12 4, 120 06 2000 3000 4000 5000 10 124 05 101 7a as 00 78 00 11 152 117 124 00 1N 83 90 74 REINF LAP AND EMBED LENGTHS PO444-4035' INDEX: sG1 GENERAL NOTES, KEY PLAN, INDEX & ABBREVIATIONS SG2 PARTIAL FOUNDATION PLAN AND DETAILS SG3 DETAILS • RECEIVED CITY OF TuKWIL DEC 132014 MINT SEA " WIP Ilh 2 041 nfl; IK o0 6 IN x < 1 3 z W� = 2# Q � a 1- ;o6 zd ca <m�a� 0 EXPIR ,,ATE CRAWN BY JG crIECKED eY R8 a_ X08 NUMBER 0005a 8 -16 -00 SG -1 M 0 z 0 Z 0 0 a 0 W OCT013ER 24, 2000 DESIGNED eY SA S� MJMBE%. - -- �'t • p-µ J.. . �i �" .•p'• •Sr• � i,• .r: �v••r �T / �.. l.w •.. •:. . Y ` 1�r y t -� +. 103.17 000565G-2 1 N 102.92 4' w >K +106.00 +103.66 • o 20 • +114.00 '17 f I t 11 wit 40 0 I +103.50 50 ` - EXISTING KEYSTONE RETAINING WALL 1 . 4711' 4 , Cp. Ei woe NI tr. a, l f 1 • it E 1 P704 1 C 2Y-2 3/4" 411 FUEL LINE 1 PENETRATION T IRU EXIST WALL RI CAL :1 SIM FUEL TANK ENCLOSURE FRAMING PLAN SCALE: 1/r.r —r — iI 4.82 RYERSON 19 - - 4, 1 1/2x3/16 BEARING BARS (OR APPROVED EQUAL) SI 95 94.$3 LAM 30'—Cr /5x10' -0 AT 12' 0.C. ELEC1'RIQ4 fl �� EXISINC PFLEYEI. 5' GRADE w/N 1 O. EA WAY FF ELEV= 94.1r) 1 2 x10 ISOLATED ON GRADE w //6 AT 12'0. • TJ , E/W (FF ELEV= 9 . ) r 5' SLAB ON GRADE W /fi AT 12' 0.C. EA WAY (FT ELEV= 91.83') FOOTING --/ — j 1 1 1 1 rt :• : ;kr :Ls MOM 1 L h 43 r —. . 1 • • •L 1 0 94.82 PARTIAL FOUNDATION PLAN (LEVEL P -2) 421) SCALE: 1/8.=1'-0 K17 NORTH (6) G 000 • • FINISH GRADE C • 2'_ 1' -2 1/2 PI LEVEL_ EXISTING CONC SLAB ON GRADE, SEE PLAN FOR REMNF SAWCU T, CHIP AND REMOVE EXISTING CONC SLAB ON GRADE AND REI F INSTALL 15 AT 12'o.C. EPDXY EMBEDDED DOWEL 2 -/5 CONT 81 CONC WALL •.5 AT12.'Q,C. £A WA, CTR z ._ 8 . SECTION AT GENERATOR PIT .# r 2'• 1 5 CONC SLAB w //5 AT 12'1C. EA WAY 2 -E5 CONT SCALE 1/2" = 1' -0" 1 N !OP OF WALL • T fUEj. MN( PAp EL 3' 0" ( 96.17 ) NEW CONCRETE PIT AT GENERATOR SET LOCATIONS, SEE PLAN PY LEVEL c ei0P1 LEVEL j FILL PRECAST PLANK OPEN - CELLS (MINN DEPTHA INSTALL 2 -1'0 WEDGE ANCHORS, (5"11IN EMBED) SAWCUT, CHIP AND REMOVE 24' SO PENETRATION OPENING AT CONC FLOOR SLAB AND PRECAST CONC PLANKS FOR GENERATOR EXHAUST PENETRATION LOCATION 00 2 -1'• x10" WEDGE ANCHORS EA 156x4, TYP, EMBED MIN INTO SUB ON GRADE > ,/4 V 4 6 TYP x4x1/ 4 TS6x4x1 /4' • . . A . • • '\\\r4ft.. .. r: w • SECTION AT GENERATOR PIT • ...4• . do • .0 • •. • %. ; :,, .. • •:: , .. =: SCALE: 1/2"=1' -0 EXHAUST . p_. LEVEL PENETRATION INSTALL TS4x4 COLS AND TS6x4 HEADER BEAMS BELOW CONCRETE FLOOR SLAB AND PLANKS PRIOR TO CUTTING AND CHIPPING 24' SO PENETRATION OPENING, TS FRAME TO BE Taff FITTING AND UNIFORM BEARING BOTH TOP AND BOTTOM \ 1 1 i SECTION AT GENERATOR PIT /FUEL TANK SCALE: vae=r-om SCALE: 1/19 =1' -0 1 Z J O- W 0 0 —J CV LL J08 NUMBER DESIGNED sY SA DRAWN BY sic OCTOBER 24. 2000J • 0 0 z (.) 12 w z O F— Q z w m V— W z 00056 ovrroi 4 (4) MS AT 5GA NEW CONC WALL 1 / 4 #q` 1 1/2' 3 /4'4 A307 BOLT THRU 7/8' SLOTTED HOLE EA SIDE /5 EA FACE - / FRONT ELEVATION EXISTING BUILDING C SCALE 1/4 = 1' - 0" EXISTING SOUTH WALL OF BLDG C PLAN DETAIL NEW CONC WALL R1'ERSON 19 -W -4, 1 1 /1x3 /16 BEARING BARS. (OR APPROVED EQUAL) 3/ "0 EXPANSION ANCHOR 1111.11 HY 150 EMBED 8" SIDEWALK BY OTHERS NEW 8' CONC WALL TS PER PLAN TS PER PLAN SECTION AT RETAINING CONC WALL SCALE 3/9 = 1 -0 1111111111111111 ._!111111111111111 NEW 8' CONC WALL • /#%<,V\ < 3 -.0 ti�;�� \ \ > /\ . / �// ���\ \� PARTIAL P1 3 TS COLUMNS PER 2 /SG -2 FTC DRAIN APPROX P1 EEL SCALE 1/2" s EXPIR 00056SG -3 46 • , 0 j08 NuMe€R 00056 CHECKED Sy RB S ATE vamminims `ESMNED BY SA DRAWN BY Jc SKEET AMBER SG--3 /: I ii; 5 gPlg alb R oW1.- V T g I p - Z� z < .c U ' � 0 icuoz � m < w W n_ N � V1 CL i r � ov ``' i .c < : 1 kr 4 1 1 1 1 1 AREA ORIYN __CONt€CT TO EXIST. st FUEL STORAGE TANK SEE OETIIL 1 fUEl. TANK VENTS FUEL TANK F&.L NOT TO SCALE FUEL 'TAM WELL SEE ARCH. DINGS EXIST. G,AWItt,E VENTILATION FANS 8" EXHAUST ELBOWS HANGERS i 12" EXHAUST PPE N tip et.IILDNC: �oZ,he ACOUSTICAL PANELS (2.5' THICK) (BY G.C_) NOTE MUST PPE INSULATION NOT SHOWN M ....t_SF 4COC I 120 SCALE: 1/8" : 1' 12" MAXIU M -51 MUFFLER (BY E.C.) VIBRATION ISOLATORS (BY GENERATOR MFG.) � GENERATOR NOISE CONTROL (SECTION VIEW) ` - P213 , 16'WX8'HX5'L SOUND ATTENUTATOfRS `SEE SECTION B 2' BELOW SUB CONNECT TO EXISTING OR 11ER DIM LINE 11 LEVEL P2 - HVAC PLAN SUPPLY FINS (SF -1 THRU 3) ACOUSTICAL PANELS (2 5 Tom) (BY G -C.) STC 50 PARTITION (BY G -C.) NOT TO SCALE 4 Y. ::L'� .... 0 s STAIRWAY 2 t (13i •.. CONCRETE CURE (sr c.c.) 3 /4•CW UP 3 /4'CW CAP FOR FUTURE WATER FEATURE MIAI(EIXP MAKE SOUND TRAP (421815') • GENERATOR ROOM AIR INTAKE 1 j RAGE 4� UP-\ .-aF rr115-a sir z 7a - ,s. 4.yes?-mpi. esf s'w3dd = .. ACOUSTICAL BAFFLE ACOUSTICAL aOEFL.E DETAIL J 1 L r «4 ■ 9OUM TINIP --- EIIO VEw AT SOUND TRAP RADIATOR TRANSITION ATTENUATOR NOT TO SCALE • CHECK VALVE - FILL �D1P1ER PERT. LINER 6" INTERSTITIAL EMERGENCY VENT OVERFILL PREVENTION VALVE 15' -8'LX 7' -11"W X 6' -11'H 5,000 GALLON DOUBLE CONTAINMENT STORAGE TAM( FUME ARRESTOR 2" INTERSTITIAL NORIA VENT 3 FUEL FILL END VIEW AT RADIATOR ACOUSTICAL BAFFLE 2' maw ANTI- SPFION VALVE q•.-- VENT f u NOT TO SCALE LEVEL MONITORING 6" EMERGENCY VENT FOOT VALVE 9 FUEL TAM( SELL. SLE: STRUCTURAL ORANNNGS FOR CONSTRUCTION, HOLD OOwNS AND BACKFEL REQUIREMENTS. FUEL OIL PIPING DIAGRAM PIPE SLEEVE ACOUSTICAL SEIMANT NOT TO SCALE 14' EXHAUST PIPE 2' PIPE INSULATION (MIIH METAL Amu) CONTNNMENT PPE UNDERGROUND BETWEEN FUEL BUNKER & GENERATOR ROOM TO BMS FOS FOR TO BMS - - 1 • LE11C DETECTOR 4 4 . • 4 S'B NSULATION V -sic-50 • EXHAUST PIPE PENETRATION (SECTION VIEW) Y IN Y eV iY! .... A_________.. MUr F ER I' FUEL OIL SUPPLY a RETURN PIPING TO GENERATOR GEN. ROOM WALL CONCRETE SUB MASON TYPE 30 SPRING wwcoc 2" PIPE MNSUTATIOiN (WITH METAL JACKET) CONSULTANTS REVISIONS SABEY ARCHITECTURE seta DATE , FOR CONSTRUCTION 8/16 /ee M a w ;.p rw .a Its h aorltlUl. Is aws ass aft be ekplaitad, wd vr alma .. ■r11AI anon* et Ow Saba, Capondion PLOT: Tenant Improvement tor st MEX• GEN • NET r .• •• �• -•• • • • • • . • • • a t lntergate West Oleg Tukwila lnterna t iona I Blvd Tukwila, 11L4 DRAMS TITLE: GARAGE am_ P2 I4VAC PLAN PROCSO PATE: PILE PROJECT WEER 3b3S2 DRAM lSY: �J.0 DES ED DY: 0. APPROVED aY: D JM DRAW* WISER PERMIT CENTER istry Of Your MON 11111ATTLa 5006 3RD AVDrLE S PO Soot 24567 SEATRE, WA 96124 1- 800 -60 -6223 PORRIM0: MOO NE COMMA A OM PORTtNO, OR 97216 503- 331 -0234 woundisvarpcom ,.. .., . z VAV Air Conditioning Unit Schedule(lnte lli . aka EF -1 T.. SF -1 thru 3 AC -1 AC -2 AC -3 tubers AC- future Gresnheck CSP Boos of Design Service Trans Intellipak Ttone Wellipok Trans Intel** Trorle IntdMipok , Generator Room SUPPLY FAN centrifugal kin* Cabinet S dewafl , Spp1y Fan Typo CUBE- 100 -4 FC FC FC _ FC 140 Sup. Fan Conlg.(Blow They/Drew Thru) Maximum Operating Tempenabure(airflow) 'draw through draw through draw through . draw though 0.3' Max. Supply CR A. 27000 , .27000 27000 27000 a, j HP Suppy E.S.P. 100 W 2.3 2.3 2.3 2.3 _ 460/3 Supply fan T.S.P. (ESP 4 Int Losses) code min. 4.57 ` 4.57 4.57 ■ 4.57 NA Spey BHP / FP - 39.140 39.6/40 39.6/40 39.6/40 to Spey Motor Efficiency NA code min. cods min. code min. cods min. Overall Width Type of VAV Control 13.25 vfd vfd vfd , vfd 28 Quantity of Suppy Fans _ 2 2 2 2 NA RSTURN PAN Disconnects. wiring by dec. by elec. Exhaust or Robin F• which A . ? _ by elec. , exhaust exhaust exhaust exhaust 354 Return Exhaust CR 1/8 21600 21600 21600 21600 6 Return E.S.P. . 0.75` 16.1/20 0.75` 16.1/20 0.75' 16.1/20 0.75" 16.1720 1 , : RsJm/ ' bthM BHP 1 HP Return Motor Efficiency N/A cods min. code milt cods min. cods min 6 , Type of VAV Control 273 vfd vfd vfd vfd N/A OuantR y of Return /Exhaust Fans N/A 2 2 - 2 2 COOLING • . . Coil EAT 06 : 72 58 72 58 58 72 58 .1 • Co il LAT Y JI std.cos 49 ACMIIIIIIIIIIIIIEI7 47.5 49 47.5 Cooing MOH Sinai* obi std. coils 633 638 633 638 633 638 633 638 Hi Capacity Ewe. Coil [ Yes Yes Yes Yes MATING " Heating Coil Type l none ' none I no Hans I SCTRICAL ,Vollsgs /Phase 460/3 , 460/3 460/3 460/ Unit IICA 230 230 230 230 Unit MOP 273 273 273 273 Unit ROE _ 237 _ ' 237 237 237 Factory Mouni d Starter vee - Ise lee vas UNIT SIX, Unit Height(induding factory curb) 76-10 7' -10' 1 -10` 7 =10" ' Unit Width 9`--8• 9 ` -e • 9 1 _ 8 -. 9 •�. Una Length 30r -3� 30' - r , ' . 30` -3' 30' - Total Weight (less site bust curb)(worat case) _ � 10900 10900 10900 10900 , YISC. , Misr Ef. f. (X) 60% 60% 60E 60% , Nominal Tonnage 75 _ 75 75 75 Tons d Specified Cond bons 70.3 70.3 _ 70.3 70.3 Melon* Temperable* 95 95 93 95 , Unit EER (cooing y u 8.8 ♦ 8.8 ; as 8�.8 IWO s of Rdrigeralt ■ ■ R - 22 R - 22 R - 22 , R - 22 low Moot t Opera ion yes yes Yee Yee ,Economizer _ yes Yu se yes , Factor/ cub Os S Built curb by G.C. Ieveirg curb lording curb Ieveing curb leveing curb Sup* Smoke Detector by elec. by elec. by elec. by dsc. ,, Oi$Gonlect by dec. by elec. by elec. by dec. 110 V Service Outlet Within 25 by elec. by elec. _ by elec. by elec. `Tog i EF -1 EF -2 SF -1 thru 3 Basis of Design Greenheck CUBE Gresnheck CSP Gresnhsck SOS . Service Battery Room Electrical Closet , Generator Room Fan Type centrifugal kin* Cabinet S dewafl , Fan Confi .(In- ins /Utility set/Centr. upbkist /etc.) CUBE- 100 -4 CSP -218 SOS -3148 CFM 41 70F 500 140 24984 _ Maximum Operating Tempenabure(airflow) 120E 120E 120F E.S.P. 0.3' _ 0.25 T.S.P. IMP + Int. Losses) 0.5 0.375 349 a, j HP .07/.25 100 W 5.19/5 Voltage/Plase(120V /1 for 1/2 hp and sender, 460/3 over 1/2 hp) 120/1 - 120/1 _ 460/3 Motor E ffiaency code min. code min. code min. Type of VAV Control NA NA NA Quantity of Fans 1 1 3 Site Built curb by G.C. (As to NA NA cxyrai Height(excludmg curb ) 23 10.5 , 56.25 Overall Width - 24 13.25 56.25 Overd Length 24 12.38 28 Total Weight (less site built curb) 52 15 420 Supply Smoke Detector NA NA 1 NA 1 by elec. Disconnects. wiring by dec. by elec. ,Starner*, 110 V. Service Outlet Within 25' _ by elec. , n/a n/a VAV BOX SCHEDULE UNIT NO. MMll1Fi MODEL V JMBER NUT SIZE (N.) DISCH. PLENUM COOL MAX UV MN. SP HEATER FAN MOTOR NOTE NO. N OUT MAX KW D.T. CFM VOLT /PH HP VOLT /PH SPEED , VAV -1 VFPE -24 15 12 , 18x16` 1720 258 0.5 0.35 8 35 709 460/3 1/3 277/1 1,2 1,2,3 VAV -2 VFPE -06 04 6 12 349 52 0.5 0.35 3 35 266 277/1 1/15 277/1 1,2 1.2.3 VAV -3 , VFPE -11 07 8 14 513 ` 77 0.5 0.35 5 35 443 277/1 . 1/8 277/1 1,2 1,2,3,4,5 VAV -4 VFPE -11 07 8 14 611 92 0.5 0.35 5 35 443 277/1 1/8 277/1 1,2 te 1,2,3,4.5 1 1,2,3,4,5 1,5 VAV -5 VFPE -11 07 8 14 588 88 0.5 0.35 4 35 354 277/1 1/8 277/1 1,2 VAV -6 VOCE- 06 6 , 12%12 458 70 0.5 0.35 N/A N/A N/A N/A N/A N/A _ N/A VAV -7 VOCE- 06 6 , 12 273 41 0.5 0.35 N/A N/A _ N/A N/A N/A N/A N/A _ 1,5 , NI_ - , EC -1 4 ,. Spec Air a EC -2 Spec Air � EC -3 (Future) Spec Air EC - 4 (Nan) Spec Air boss d design i model rwnlber _ aHS.5 COH5.5 C116.5 C116.5 evaporotire meds tog. ft.) 2e 28 28 28 meals ltiidmses r e e• _ 8' eveporetim effectiveness 79% 79R 79W 79X Drumm drop .19 .1 9• .19- .19• ' en , ' # M as circulation pump (hp) 1/3 115/60/1 1/3 115/60/1 1/3 , 115/60/1 cods min. 1/3 1 115 60 1 cods ruin. E_oMchiool dierectsristics motor efficiency per WSEC code min. code min. SIN w 0 • $ as , is s 1 wrr loll coredfloat valve Host why , No vet Mod valve cub drain function pee re Yu Its , roof curb vas pee in » &chaos dampers _ lee 1100 IR Yes _ module depth 4e- - 4I 4e` 4r mo4ls width 67' 67 Or 67" module height _ 72" _ it it 7r combo weight 640 640 640 640 help Pump iloh.dw. SOUND ATTENUATOR (ST) SCHEDULE i n MS sre ter Ile PIP 7. - wa AS ACM. maw us w au !-I m R NM $ re SI r • as I k. ifs ass IAG urea eve 11111511111t NM 1-1 ,.EIR Odom _ ter 00E 7 ' en II # M as a _ Si /AG. WM * 1111111111111 em i,- !F1 eleVIO x ellOMIX1 7 SIN w 0 • $ as , is s 1 a IA . I an NM r help Pump iloh.dw. i n - P -I wr: 41 deE7lI Pia mold NNW PIP 7. - - Wise Go t w m R NM 1111 175 ■ W RI 1/3 only We At .wiy- , 115/1 ,.EIR Odom _ ter 00E t 1 alA Evaporative Humid r Fan Schedule 1). TRUNK DUCT SIZE S MES AS BOX INLET SIZES. 2). PROVIDE 48 VA TRANSFORMERS N FAN POWERED BOXES WITH CRg1IT BREAKER RESET. 3). PROVIDE SCR CONTROL FOR FAN MOTOR. 4). PROVIDE INCLINED ACOUSTICAL BOOT ON SECONDARY Alt INLET. 5). PROVIDE SOUND UNED SHEET METAL DISC}aRGE DUCTS. 6). PROVIDE 5/8" GINB TO BOTTOM MA E. OF THE VAV TERf IAL (F REQUIRED). ARCHITECTURE CONSULTANTS PROGRESS DATE: Crf1* 'cENEO NILE OF TuKyyitA SABEY ANIATTILR 5006 sip AVENUE S PO 8001 24567 SEATR.E. NA 96124 1- 600 -6M -6223 PORTLMIOk 3400 NE CC4.1.11814 SUM poRn se. OR 97218 303 -331 -0234 wmuncliratrytem FOR CONSTRUCTION 0/16/00 REVISIONS 166tE DATE . FOR CONSTRUCTION E/li /Qe Al Araby rod u1I_ eslsdi heft can ftri1 is MON cud egebleted work at W .d she saes - met be ter eel ant the arRieu enema or the NMI Carporretan. Tenant Improvement for St WIZ. GIN . Nur ••• .� • • at Intergate West 12101 Tuluulla International Blvd. Tukwila, WA DRi UIG TITLE: ealEDULES DEC 0 3 2114 PROJECT WISER 35392 PERMIT CENTER DRAWN ISY: DESIGNED 8Y: C� APPROVED 8Y: 0,21 IMAMS WIDER mal FEEDER SCHEDULE FT:EOER COPPER CONDUCTORS AMPACITY NOTE 2 NO CONOUIT MARE *4 1" 4 - 14. 118 G 70 A3 1" 3 - 14, 118 G 70 04 11/4" — 4- 12,1 115 B3 1 1/4" 3- /2, 1 1 G 115 01 2 3 - 11. 111 /0 N, 116 G. 120 C4 1 1/2" 4 - 11.116 G. 130 C3 1 1/2' 3 - /1, 1 16 G. 130 05 2" 5 - 11/0, 1 16 G. 136 D4 1 1/2" 4 - 11 /0, 1 16 G 150 D3 1 1/4" 3 - 11/0, is G. 150 ES 2" 5- 12/0,1 G. 156 E4 2" 4 - /2/0.116 G. 175 E3 2 3 - 12/0,116 G. 175 F5 t 5 - 13/0.116 G. 180 F4 2" 4 - 13/0. 1 16 G 200 F3 1 1/2" 3 - 13/0, 1 G. 200 G5 2 1/2" 5 - 4 / 0 , 1 � G . 208 G4 2" 4 - 14/0. 1 14 G 230 G3 2" 3 - 14/0. 1 14 G 230 145 3 5-- 25OkcmM, 1 � G 232 H4 2 1 /r 4-.250kcmL, 1 14 G 255 143 2 1/2" 3- 250kcmI, 1 14 G 255 J5 3" 5- 300kcmil, 1 14 G 256 J4 3" 4- 300kcmL, 1 /4 G 285 J3 3" 3-- 300kcmi, 1 14 G 285 K5 3" 5- 3501ccmL. 1 0 G. 280 K4 3" 4- 3SOkcmL, 1 14 G 310 1C3 3" 3- 350kcml, 1 #4 G 310 15 .3 5- 400kcmL, 1 12 G 304 1.4 r 4- 400kcm11, 1 1 G 335 L3 3" 3- 400kcm1, 1 12 G 335 115 3 1/2 5- 500kcmil, 1 G 344 M4 3" 4- SOOkcmI, 1 G. 380 M3 3" 3- 500kcmil, 1 G 380 N5 4" 5- 600kcma, 1 G 380 N4 3 1/2" 4- 600kcmL. 1 12 G 420 N3 3 1/2" 3- 600kcmL, 1 12 G 420 2145 (2) 3" 5-- 250kcma. 112 G. EA. 464 2144 (2) 2-1/2" 4- 250kcmL. 1 12 G EA. 510 2143 (2) 2 -1/2" 3- 250kcmL, 1 12 G EA. _ 510 2J5 (2) 3" 5-- 300kcmil, 112 G EA. 512 21(5 (2) 3" 5- 350kcm1, 111 G EA. 560 21(4 (2) 3" 4- 350kcmil, 111 G EA. 620 2K3 (2) 2 -1/2" 3- 350kcmL, 111 G EA. 620 2M4 (2) 3" 4- 500IccmM, 1 /0 G. EA. 760 2M3 (2) 3" 3- 5O0kcmL, 1 No G. EA. 760 2N4 (2) 3-1/2 4- 600kcmL, 1 11 /0 G. EA. 840 2113 (2) 3-1/2" .3- 600kcma, 1 No G. EA. 840 • 314 (3) 3' 4- 400kcml, 1 12/0 G EA. 1005 3L3 (3) 3" 3- 400kcm11, 1 12/0 G EA. 1005 4H4 (4) 2-1/2 4- 250kcmll, 1 12/0 G. EA. 1020 4H3 (4) 2 -1/2" 3- 250kcmil, 1 12/0 G. EA. 1020 4K4 (4) 3" 4- 350kcmil, 1 13/0 G. EA. 1240 4K3 (4) 3" 3- 350kcmI, 1 1;3/0 G. EA. 1240 4114 (4) 3-1/2 4- 600kcmi, 1 14/0 G EA. 1680 4113 (4) 3-1/r 3- 600kcm1, 1 14/0 G EA. 1680 5N4 (5) 3-1/2" 4- 600kcm11, 1 #250 G. EA. 2100 5N3 (5) 3-1/2" 3- 600kcmM, 1 1E250 G. EA. 2100 6M4 (6) 3" 6- SOOkcm11, 1 1250 G. EA. 2280 6114 (6) 3-1/2- 4- 600kcmit, 1 13.50 G. EA. 2520 6113 (6) 3-1/2" 3- 600kcmL, 1 1350 G EA. 2520 } a ROOF 4TH FLOOR LEVEL P -2 r 1• REMOTE GENERATOR ANNUNCIATOR (IN UPS ROOM) DIGITAL METERING S■4 1 BYPASS/ ISOLATION SWITCH 00 METERING COMPARTMENT PER SEATTLE CITY UGH REQUIREMENTS • • AC -1 AC -2 AC -3 AC -4 To SCL H3 LIGHTNING ARRESTER MIND 1 5 t N 1 §§ 4-N SWBD MS8- 2 480V/277V, 30, 4W, 65KAIC, 2500A �2sauw /1seJKvA ENGINE/GENERATOR §§ 7 a 9 sW80 401 480Y/277V, 30, 4W, 65KAIC, 2000A DIGITAL METERING 6M4 8K UPS (TYP H4 225A MCB 10 2M4 UPS (TYP) UPS 1 � N3 1 1 UPS 2 ._L_ 41111111111111011 w T -1 4-208Y/120V l4A � L4e 6 -7;\ DC POWER M111•11111. 011111■ w•ir 1 �j 11L-- 12 MINUTE BATTERIES (TYP) 1s Huh aATIERIEs (W) DC POWER FUTURE 100A 100A MCB W 1 W W Ds as IN (11 Ds V< :t< PA P RA En 21rA: I 11 12 13 14 15 16 17 STANDBY POWER RISER DIAGRAM SYSlEM\--EXTERNAL CONTROL MAINTENANCE CABINET BYPASS 8s NN v 2M4 MD G 480V/277V, 30, 4W, 65KAIC, 2000A i i U4 800A TVSS Di Os lk (11 *- ss< r V 18 19 20 21 • PDU -1 75KVA C3 4 4 PDU -2 75KVA 1 • C3 I, C3 ► 1:. C3 , T` C3 ; 1 PDU - ; PDU -4 ; PDU-5 PDU -6 1 1 1 1 I 1 • 1 I I 1 I I 1 1 I I 75KVA ' i 75K VA i 75K VA i 75KVA 1 1 1 4 1 4P2 MCB a T -2 4E /120V 3t 0 3 2 4 2P2 C3 100A MCB I C3 , 1 PDU-7 PDU-8 1 1 I � 1 1 1 I I I 1 I 75KVA 75KVA � I + 4 SCHEDULE NOTES: 1. CONDUIT SIZING BASED ON RIGID GALVANIZED STEEL CONDUIT TYPE TH - - 2/THWN -2 AND XHHW WIRE TAKING INTO ACCOUNT BOTH CONDUIT FILL AND JAMB RATIO. 2. AMPAOTIES USTED ARE BASED ON THE FOLLOWING TAKEN FROM TABLE 310 -16. A. 60' RATING FOR TERMINATION TO DEVICES • 100A OR LESS PER UL B. 75' RATING FOR 3W AND 4W FEEDERS. C. 90' RATING FOR 5W FEEDERS DE -RATED TO 80% WHERE PREDOMINATLY HARMONIC CURRENTS ARE PRESENT. NEUTRALS 2 11/0 ARE PARALLED ON 5W FEEDERS. 3. INCREASE RACEWAY SIZE FOR OTHER TYPES OF RACEWAYS AND DIFFICULT OR LONG PULLS. 4. GROUND WIRE SIZE INCREASED FOR PARALLEL CONDUCTOR RUNS PER NEC TABLE 250 -95. 5. PROVIDE A SEPERATE ISOLATED GROUND CONDUCTOR ON ALL FEEDERS SHOW L 6. INCREASE GROUND SIZE FOR GROUNDING ELECTRODES PER NEC TABLE 250 -94. FLAG NQTE8z 3'M CONCRETE HOUSEKEEPING PAD. it>. COORDINATE INSTALLATION REQUIREMENTS NTH SEATTLE CITY LIGHT. ir> 3 PANEL MU. 1:3>. 2 PANEL POU. SQUARED 2350 1M IOM INED CITY TUKWILA DEC 0 3 2064 PERMIT CENTER REVISIONS ISSUE DATE A TRAL CURRENT SUMMING SYSTEM THAT SENSES WFIEN THE SUM OF INC NEUTRAL CURRENTS BETWEEN THE PORTABLE GENERATOR AND INC PERMANENT GENERATOR IS 1200 AMPS OR MORE AND VIII TRIP THE GROUND FAULT PROTECTION DEVICES ON 'THE CIRCUIT BREAKERS. APPROPRIATE SYSTEM SHALL BE AND PROVIDED BY THE SIITCHGEAR MANUFACTURER. SUBMIT DESIGN DRAWINGS FOR REVIEW BY THE ENGINEER. INC SYSTEM SHALL CONSIST OF ADOITIONAL CT'S, INTELLIGENT CURRENT DEVICES, AND ALL OTHER DEVICES AND EQUIPMENT NECESSARY PROPER OPERATION. 1 OT usii, 31881 TONAL Isr' • . I wets 12 -14 -2001 I SLBEY ARCHITECTURE • 720 OLM WAY • aunt 1 100 ASEATTLII, WA 1111 101 -1 SOS P•+01411 (201)..7.01158 FAX (201)117 - 058 4 C,ONIU LTANTS www.w•A1 .,...o M SPARLING *C1ThCAL ENGINEERING •••••• ---- 1.•1oNT1N0 DESIGN TECHNOLOGY JL1T10 r- GENERATOR ROOM 08/14/00 1661E0 FOR PEWIT 4 CGN6T161GTIO 1 ON 0L114100 AM aid 1�ttt�wl N a tomb aouticlM Ile «I Ord of the fag Caporaeloo amd the moo 401 mot be ApM d cat. used or disel God Maloof the mrtttes conceit of the boy Corporotloft linsrgoncy Gor►sretor for St HEX• GIN . Mly +'• • - • • • . ., .• PLOT: at Intergate West 12101 Tukwila International Blvd. Tukwila, !U4 DRAMS TITLE: STANDBY POLE? RISER DIAGRAM S DATE: /14/010 FILE: ERLM PROJECT titre* 808302 DRAM BY: Cep pv, 7J � �p /1�110vLD 61r: DR/MS MI'lieI6 X8.1 ti 4 0 m 0 N 0 0 0 S 0 • CLA COND t•t 11l•` a PULI. CT C 2000 CONNECT, • XISTIN P204 I UGHTING ICIRCUI st,3ao a�= r I 0 { L GHT SWITCH GENERATOR ROOM - LIGHTING LP PULL SECT BUIL1DING ELECTRICAL 1 12■294 i • =IN• IMMO. w RELOCATE UGHT SV�I CH 12 2' TO 4TN FLOOR 'TELE —DATA CLOSET »IS INTERFACE ,. LE- DATA CLOSET OR - COMMUNICATIONS ( NTERFACE SUMP PUMP t73HP, 120V -10 • '{ I I L c2 ;Exd , ' =4 ' i1 /(4~ TO 4TH FLO I I 1 ' CAL Al11AY I I p•fL � � — ....r OOM AIR C GENERATOR ROOM - SYSTEMS E10.0 � -0 " E 2P2 -3 Mar • •TH FLOOR LOSET v • BATTERY CHARGER SECTIO - GENERATOR ROOM cio.o • u e, . 1t . • ` .i i ! , ! ti•� ••..•. 4 FLAG NOTES 1 1,1> PROVIDE FLANGE COLLAR AT WALL PENETRATION. RELOCATE FAN STARTERS TO MAIN ELECTRICAL ROOM. VERIFY LOCATION PRIOR TO ROUGH—IN. GENERATOR ROOM -POWER O E2.0 • • s • • Poll•-• 435' •om - ... /1•••• .1114•41 4111=0 J AIR C 1 5HP, 480V -30 . „3 FAN -2 7,19 F - 3 RVICE HEAD BUSWAY 1 N-:A :' roJE 1 �!� !r! .rwAstre•NA. 4%411:1 SE - GENERATOR ROOM p ,„ E10.0 DEC 032114 444- an._ PERMIT CENTER „ANZiii) 12 -14 -2001 :":�:; .�.:.., . SLBEY SPARL1NG SPARL1NG- KULCTRICAL ENGINEERINCI Lwa-rT1NO o mmork, ---- -- TECHNOLOGY COP LTV - ---- -- • 7ZOOu x WAv • WU 1100 itATft. WA N 1 O 1 - 1 M.1 �— AIMS (mo.)N7-0d*$ FAx (ZOa)els7-0ss CONSULTANTS www.iirmaada.com ISSUED FOR PEW t $M(F DATE CONSTRUCTION ON .1104/00 Maria' *ping bomb coontibao Oa � and IOW of Cooperation ad thy use .ry mot be d plioal.d wed or cwelorod without the Grimm aoacwt of thr Mb y Corporation ilnsrgsncy Generator for st NIX. GEN •N(T •• - • • • • • • • at Intergate aloft M01 Tukwila Interna t tone l Slvd• Tukwila, Uh4 D MANS TLE: P4 CENERATOR ROOM PItO RES6 DATE: 04.44ADI0 FILE: MO PLOT: !PROJECT WISE* 1310311 DRAM 15Y: ON CHECKED BY: TJ APPROVED BY: OWNING MC .0 • t0 u7 O N 0 m 0 C Abbreviations AC ACT ADJ ALT ALUM ANOD APPROX ARCM • BLDG BLK'Cs BM B/5 BSMT CAB CIRC CLR CLG 4t CLOS CCP COL CONIC CONST CONT CONTR COORD CPT CT DET DIA DIM DM DR E EA EL ELEC ELEV EQ EXIST FIN FLR FLUOR FOIC FT FT IC FURN GA GALv GL GWB I4CW ND NDW NOR 1.1 WT WVAC iN MOAN P4CL INSUL INSTL JB JT N EN • NET 4. 411 0 0 % • ' • Air Conditioning Acoustical Ceiling Tile Adjustable/Adjacent Alternate Aluminum Anodized Approximately Architectural At Building Blocking Beam Building Standard Basement Cabinet Circulation Clear or Clearance Ceiling Center Line Closet Contract Change Proposal Column Concrete Construction Continuous Contractor Coordinate Ca rpet Ceramic Tile Deeta Il Diameter Dimension Down Door Drawing East Each Elevation (Height) Electric Elevation (View) Elevator Equal Existing Finish Floor Fluorescent Furnished by Owner, installed by Contractor Foot/Feet Furnished by Tenant, installed by Contractor Furnish Furnishings Gauge Galvanized Glass /Glazing Gypsum Wall Board Incandescent Include Insulation Installation Junction Box Joint • No11ow Core Wood Hard 14ardware Horizontal Hollow Metal Weight Neatinq Ventilation and Alr Conditioning N KIT LAM LF LTG MAT MAX MECN MED MEZZ MFR 1115C,- MTD MTL N North N/A Not Applicable NIC Not In Contract NL NIGHT LIGHT NO Number NOM Nom ina 1 NON COMB Non Combustible NTS Not to Scale OC On Center OPNG Opening OPP Opposite ORIG Original PERM PERP P -L AM PLAID POL PR PT RB REFR REINF REQ'D REV RM RD 5 SCNED SCW SEAL SECT 5.1T SIM Sri 5Q STD STL SIG SUSP TEL TEMP THERI'1O TYP VAR VCT YEN VERT W to/ W/O WC Kitchen Laminate Lineal Feet Lighting Material Maximum Mechanical Medium Mezzanine Manufacturer Miscellaneous Mounted Ma terlal/Metal Permanent Perpendicular Plate or Property Line Plastic Laminate Plywood Polished Pair Paint Radius Rubber Base Refrigerator Reinforcing Required Revision Room Rough Opening South Schedule Solid Core Wood Sealant Section Sheet 51m I Tar Sheet Metal Square Standard Steel Storage Suspended Telephone Tempered Thermostat Typ ica UNiO Unless noted otheerwise Varies Vinyl Composition Tile Veneer Vertical sst/Watt/Wldth With Without Ilk I;covering Wood • Vicinit Ma Symbols GRID LINE DETAIL INDICATOR ELEVATION INDICATOR Le • al Descri tion HALL -•-- -- ROOM NAME 13000I -.*- ROOM NUMBER SECTION INDICATOR REvISION INDICATOR C FULL WEIGHT REL ITE 'PARTIAL HEIGHT REL ITE MTERGATE WEST NEW LOt C CONN(NCING AT A POINT ON THE NORTH LINE OF THE SOUTHEAST QUARTER IF SECTION 9, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON THAT IS S 89'16'35' E 100.00 FEET FROM THE NORTHWEST CORNER OF THE NORTHEAST QUARTER IF SAID SOUTHEAST QUARTER; THENCE S 2413'53' E 567.42 FEET TO THE TRUE POINT OF BEGINNING' THENCE N 66'35'01' E 120.47 FEET) THENCE N 20'23'23' V 27.58 FEET, THENCE N 65'32'34' E 165.00 FEET TO A POINT ON THE WESTERLY RIGHT -OF WAY LINE OF PRIMARY STATE HIGHWAY Na 1 (SR 99) SOUTH 118TH ST. TO JCT. S.S.H. Na 1 -K APPROVED JULY 23, 1957, THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24'27'26' E 110.84 FEET THENCE FOLLOWING SAiD WESTERLY RIGHT -OF - WAY LINE N 65'32'34' E 10.00 FEET, THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24'27'26' E 200.00 FEET) THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE N 65'32'34' E 20.00 FEET' THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LINE S 24'27'26' E 126.00 FEET, THENCE FOLLOWING SAID WESTERLY RIGHT -OF -WAY LiNE ALONG THE ARC OF A 2905.00--FOOT RADIUS NON- TANGENT CURVE TO THE RIGHT (THE CENTER OF WHICH BEARS S 65'32'34' V), THROUGH A CENTRAL ANGLE OF 0'12'18' A DISTANCE OF 10.03 FEET, THENCE S 65'30'25' W 199.33 FEET, ;HENCE S 20'47'01' W 21.44 FEET' THENCE S 63'32'48' W 6213 FEET' THENCE S 65'46'07' V 58.17 FEET, THENCE N 2413'53' V 402.19 FEET TIE TRUE PONT or SEGIUINING. SITUATE IN THE CITY OF TU(vtLA, KING COUNTY, vASMNGTON AND CONTAINING 129,290 SQUARE FEET iF LAND ►MORE OR LESS. • General Notes Ctaal A. ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT UNDEE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. 2. ?NZ _DRAWINGa END OPECIFIQATIcNO A. PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO ThSE DRAWINGS. THE CONTRACTOR SHALL COORDINATE THE WORK OF EACH CONSULTING ENGINEER WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND MALL NOTIFY THE ARCHITECT CF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OUNER TENANT OR THE ARCHITECT. 3. '?:.Q`I__�2 A. ALL IPfO 1ATION 514O(LN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 15 GIVEN 45 THE BEST PRESENT KNOIILEDGE BUT WITHOUT GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY TIE ARCHITECT a ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING T$.E DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF UDR < AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO TWE CENTER LINE OF COLUMNS. C. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2') INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETILEEN PARTITIONS. D. LOCATE PARTITIONS TWAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WiTH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SHOWN. 4. pO NOT SCALE DRAWINGS A. THE CONTRACTOR SHALL USE DIMENSIONS 51OWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES FOUND. 5. ABBREVIATictiO A. NROUGNOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMM MCN USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. Code Notes 6. GOOIRDINATIO # . A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF TI.1E WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWi■65 AND SPECIFICATIONS. 1. FIRE PROTECTION A. IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATION OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERING AUTI- IORITY. 8. GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTTER EXISTING CONDITIONS PRIOR TO DRILLING OR CUTTING OF BLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK B. TINE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. C. ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH NE REQUIREMENTS OF NE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 9 MECHANICAL NOTES A. THE HvAC SYSTEM SHALL COMPLY WiN ALL APPLICABLE CODES. B. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS AS WELL AS SHOP DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. TI-IE CONTRACTOR SHALL PROvIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR. 10 LANDLORD'S COVER 51-EET A. LANDLORD'S COVER SHEET IS CONSIDERED AS ATTACHMENT TO DRAWINGS AND SPECIFICATIONS AND WITHIN SCOPE OF CONTRACTOR'S WORK CONTRACTOR, SUB CONTRACTORS 4 SUPPLIERS TO ABIDE WITH ALL RULES 1 REGULATIONS THEREIN. 1. Exiting: The Equipment Rooms ore storage rooms for switchgear. Occupant Load Factor = 1 person per 300 SF. The Bottery Room is a building equipment room that is not normally occupied. Office areas = 1 person per 100 SF. Conference Room = 1 person per 15 SF. [Table 10 -A] Based on the occupant load, no room will require more than 1 exit. [Table 10 -A] Per Section 1004.2.2, all rooms except the Conference Room can exit through more than 1 adjoining room. This project includes construction of a 1 hour rated corridor connecting the two exit stairs. All Equipment Rooms and the Office area exit directly to this corridor. 2. DOORS: All doors meet the requirements of Section 1003.3.1, except Door 421.1 in to the Battery Room. This door does not meet the landing requirements of Section1003.3.1.6, but it meets the requirements of Exception 2. under this section. 3. ACCESSIBILITY: a All spaces in this project meet the requirements of WAC 51 -40, except for Room 421, Battery Room. This room is not normally occupied, and the only activity in the room is the repair and replacement of batteries which cannot be performed by persons in wheelchairs. 4. DISTANCE TO EXITS: Per Section 1002.2.5, the maximum travel distance to the nearest exit is 250 feet in o sprinklered building. The travel distance can be increased uup to an additional 100 feet because the lost portion of the exit access occurs within a corridor. The moximum distance to an exit in this project is less than 200 feet. 5. HAZARDOUS MATERIALS: Room 421, Battery Room, will house bottery racks for the stand -by power system. These batteries contain sulfuric acid, a corrosive liquid. UBC Section 307.1 defines Group H Division 7 occuponcies as containing health hazards Including corrosives. This section specifically exempts stationary lead -acid battery systems. Table 3 -E, which defines the exempt amount of corrosive liquid allowed within a Control Area, states that lead -acid battery systems ore governed by the Fire Code. [Footnote 10.] Article 64 of the 1997 Uniform Fire Code governs Stationary Lead -Acid Battery Systems. It applies to oil systems where the liquid copocity exceeds 100 gallons. Each room listed above will hove more than 100 gallons of electrolyte. Section 6401 further stipulates thot individual batteries exceeding 20 gallons of corrosive liquid must comply with Article 80. No battery in these rooms will exceed 20 gallons of electrolyte. The following requirements from Article 64 apply to these rooms: a. Batteries must have safety venting cops [6404.2) b. The room must be separated from adjacent spaces by a 1 -hour occupancy separation [6404.3] c, Spill control must be provided for each rock of batteries which is 4" high and extends 1" beyond the battery rock in oI directions [6404.4] d. A method of neutralizing o spa from the largest battery must be provided [6404.5) e. Continuous ventilation shall be provided at o rote of 1 cu ft per minute per square foot of the floor area of the room. (6404.6] f. Worning signs must be provided on doors entering the buttery room [6404.1 9. The buttery system must be braced to meet seismic zone 3 [6404.8] Srnoke detection must be provided [6404.8] Project Data PROX y NAME TENANT IMPROVET"IENT FOR NETSTREAM at INTEirsATE WEST 12101 TUKWILA INTERNATIONAL BOULEvARD TUKWILA WASHINGTON, 90168 SQUARE FOOTAGE OF WORK AREA FLOOR F4 " 11,121 5F DESIGN CODES 1991 UBC, 1991 UPC, 1991 IJMC, 1991 IFC, 1993 NEC 1994 WASHINGTON STATE ENERGY CODE (WAC 51 -11) 1999 WASHINGTON STATE REGULATIONS FOR BARRIER FREE FACILITIES OR DESIGN (WAC 51 -30) (As adopted by the city of Ti ulla, WA.) Descri • Tenant Improvements to an existing Shell t Core to provlde office and equipment space for a public utility company. Scope of work includes an equipment area to be built in 3 phases, and an office /conference room area. The occupied space will all be on Floor F4. The project includes new air handling units on the roof which will require the relocation and extension of the roof top screen wall. The work to provide an emergency power diesel generator on Floor P2 for this tenant will be submitted under a separate permit application. Pro iect Team SABEY 4 34ITECTURE 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206) 211 -5219 FAX: (206) 281 -0920 CONTACT: HAYNES LUND TENANT: NETSTREAM 11211 SLATER AVE, SUITE 150 KIRKLAND, WA 98033 TEL: (425) 516 -906 FAX: (425) 516 -0428 CONTACT: TERI FRANCIS STRUCTURAL DICKER: EER: POGGEMEYER DESIGN GROUP 512 SIXTH STREET, SUiTE 202 KIF LAND, WA 98033 , TEL: (425) 821 -5996 PAX: (425) 828 -4850 CONTACT: ROBERT BOURDAGES ELECTRICAL SPARLING, INC. 120 OLIVE WAY, SUITE 1100 SEATTLE, WA 98101 -1853 TEL: (206) 661 -0555 FAx: (206) 661 -0554 CONTACT: TIMOTHY JAN BuiIdin Data ADDRESS 12101 Tukwila International Blvd. Tukwila, Washington 98168 OWNER INTERNATIONAL GATEWAY WEST LL.C. 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206)2V-6100 CONTACT: LAURENT POOLE Index of Drawin s ARCI-IITECTURAL GO G0.1 AID AU A2.1 A22 A3.0 A4,0 .46,0 A8.0 A9.0 GENERAL I (FORMATION, PROJECT DATA, NOTES LANDLORD'S COVER SHEET SPECIFICATIONS SITE PLAN FLOOR F4 PLAN, FINISH SCHEDULE ROOF PLAN, KEYNOTES REFLECTED CEILING PLAN, CEILING DETAILS BUILDING ELEVATIONS BUILDING SECTIONS PARTITION SCHEDULE, WALL DETAILS DOOR 1 1-1ARDWARE SCHEDULES, DOOR DETAILS S TRUCTURAL 62 83 B4 65 tion of Work GENERAL NOTES FOURTH FLOOR PLAN-- • ZED Roof PLAN FOR R CODE COMPUANC OOF DETAILS wppiROVtO JAN 1Z FLOOR DETAILS 5 kP,d 1..- 1 BUILDING OMSt • MECHANICAL • t cKINSTRY CO. S005 3RD AVENUE SO. POST OFFICE BOX 24561 SEATTLE, WA 98101 -1853 TEL: (206) 661 -0555 FAX: (206) 661 -0554 CONTACT: CHUCK LEE CONTRACTOR: SABET CONSTRUCTION, INC. 12201 TUKWILA INTER!• ATI0N1,4L- BLVD. FOURTH FLOOR SEATTLE, WA 98168 -5121 TEL: (206) 251 -4200 MX: (206) 281 -0920 CONTACT: DUNCAN EADER ELECTRICAL CONTRACTOR: VELA ELECTRIC 5614 1T$4 5. SEATTLE, WA. 95108 -2644 TEL: (206) 436 -5200 CONTACT: BOB WITTY MECHANICAL CONTRACTOR: MdKINSTRY CO. 500 3RD AVENUE SO. POST OFFICE BOX 24561 SEATTLE, WA 98101 -1853 TEL: (206) 661 -0555 FAX: (206) 661 -0554 CONTACT: DAVE 1 -iOIIE OCCUPANCY TYPE B, OFFICE, OVER TYPE 5 -1, PARKING STRUCTURE CONSTRUCTION TYPE OFFICE BUILDING: TYPE 2, 1 HOUR, FULLY SPRiNKLERED, WITH SPRINKLERS SUBSTITUTING FOR 1 -1-1OUR PROTECTION ON STRUCTURE. PARKING STRUCTURE: TYPE 1 CONSTRUCTION, FULLY SPRINKLERED MEC- IANICAL. 113.4 FOURTH FLOOR HVAC PLAN 1133 ROOF IIVAC PLAN ELECTRICAL E0.1 ELECTRICAL SYMBOLS 4 ABREVIATIONS E1.1 FOURTH LEVEL LIGHTING PLAN E2.I FOURTH LEVEL POIIJER PLAN E22 ENLARGED PLAN - PHASE E2.3 ENLARGED PLAN - PHASE 2 E3.1 FOURTH LEVEL SYSTEMS PLAN E4.1 FOURTH LEVEL CABLE. TRAY PLAN E5.1 FOURTH LEVEL MECHANICAL PATER FLAN E6.1 FOURTH LEVEL GROUNDING PLAN E1.1 ROOF PLAN EB.I 5TAi4 -BY POILER RISER DIAGRAM E9.1 GROOVIN3 RISER DIAGRAM E10.1 DETAILS E102 DETAILS 0 'RECEIVED w;WIIJt► CITY DEC 3 2.4 PERMIT CIENTO ARCHITECTURE CONSULTANTS Permit Correct. 8/2100 tievI610N0 ite E DATE PERMIT SUBMITTAL 01/26/00 tl � ,. ` ��i a end grebe, merie o� the herein constitute etle�n end the .see xey b c1�tk�N� used Corporation method, the written concert of the &bey Corporation. • • Tenant improvement for NetStr - .• .ems. . • • • • at Interga to West 12101 Tukwila international Blvd. Tukwila, WA DRAWING TITLE: COVER S IDE E T P1ROrsAE86 DATE: 06/22/00 FILE: PLOT: PROJECT NIVER: 00 - - 2' DRAM BY: bob CI•ECiCED _DT: BY: DRAWING W"eER GO .0 D04 -435 4 • tO (6 .- 0 M CO n O O CD A. INTRODUCTION THIS DOCUMENT IS INTENDED TO BE USED AS AN OUTUNE TO ESTABLISH THE GENERAL RULES AND CONDITIONS TO BE APPLIED FOR ANY AND ALL CONTRACTORS AND OR SUPPLIERS WORKING IN OR ABOUT THE BUILDING AND OR PREMISES IN WHICH THE ATTACHED SCOPE OF WORK IS SCHEDULED TO BE PERFORMED. THE ATTACHED GENERAL RULES AND CONDITIONS ARE TO BE USED AS A GUIOEUNE AND MAY BE SUB,;ECT TO CHANGE AT THE DIRECTION OF THE LANDLORD. IN THE EVENT THERE IS A CONFLICT BETWEEN AND OF THESE GENERAL RULES AND CONDITIONS AND THE LEASE, THE LEASE WILL PREVAIL. B. PRECONSTRUCTION MEETING PRIOR TO TENANT'S COMMENCEMENT OF CONSTRUCTION, TENANT SHALL CONTACT THE LANDLORD'S REPRESENTATIVE TO SCHEDULE A MANDATORY PRECONSTRUCTION MEETING WITH TENANT'S CONTRACTOR. THIS MEETING SHALL TAKE PLACE IN TENANT'S SPACE. REFER TO RIGHT HAND COLUMN OF THIS SHEET, "PRECONSTRUCTION MEETING ". C. CONTRACTOR'S CONSTRUCTION DAMAGE DEPOSIT TENANT'S CONTRACTOR SHALL PAY LANDLORD, PRIOR TO COMMENCEMENT OF CONSTRUCTION, A CASH DEPOSIT IN AN AMOUNT TO BE DETERMINED BY LANDLORD, TO APPLY TOWARD REPAIR OF ANY DAMAGE BY TENANT'S CONTRACTOR TO LANDLORD'S PROPERT", JANITORIAL SERVICES REQUIRED DUE TO CONTRACTOR'S NON- CONFORMING HOJSEKEEPING, AND /OR COMPLETION OF PUNCH LIST ITEMS NOT COMPLETED BY TENANT'S CONTRACTOR. ANY UNUSED PORTION OF FUNDS SHALL BE REFUNCED TO THE CONTRACTOR. D. TENANT'S CONTRACTORS AND SUPPLERS 1. TENANT'S CONTRACTOR MUST BE ON SITE AT ALL TIMES TO SUPERVISE SUBCONTRACTOR'S WORK IN TENANT SPACE. 2. TENANT'S CONTRACTOR MUST PROVIDE LANDLORD WITH A SUBCONTRACTOR LIST PRIOR TO, OR AT THE PRECONSTRUCTION MEETING. LANDLORD RESERVES THE RIGHT TO APPROVE ALL CONTRACTORS AND SUPPLIERS. 3. IN THE EVENT THAT TENANT'S CONTRACTOR VIOLATES ANY OF THE LANDLORD'S STANDARDS AS STIPULATED IN THESE GENERAL CONDITIONS, THE REQUIREMENTS OF THE LEASE, OR BECOMES INVOLVED IN A LABOR DISPUTE, THEN LANDLORD, AT ITS SOLE DISCRETION, MAY ORDER TENANT'S CONTRACTOR OR SUB- CONTRACTORS TO CEASE WORK, AND TO REMOVE ITSELF, ITS EQUIPMENT AND ITS EMPLOYEES FROM LANDLORD'S PROPERTY UPON 24 HOURS WRITTEN NOTICE. 4. CERTAIN CONSTRUCTION ACTIVITIES WHICH AFFECT LIFE SAFETY OR THE WARRANTIES OR INTEGRITY OF LANDLORD'S PROPERTY ShALL BE PERFORMED BY LANDLORD'S APPROVED CONTRACTORS, AT TENANT'S EXPENSE. TENANT OR TENANT'S GENERAL CONTRACTOR MUST CONTRACT DIRECTLY WITH LANDLORD'S CONTRACTOR. THE LANDLORD'S REPRESENTATIVE WILL ASSIST TENANT WITH THE COORDINATION OF THESE ITEMS AS NECESSARY. THESE ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A. PENETRATIONS OR MODIFICATIONS TO EXTERIOR WALLS OR GLAZING. 6. ROOF PENETRATIONS, MODIFICATION OR REPAIR. C. ANY CORE DRILLING OR PENETRATIONS OF POST- TENSION REINFORCED FLOOR SLABS. D. MODIFICATIONS TO THE MECHANICAL SYSTEM CONTROLS. E. INSTALLATION OF AND ALTERATIONS TO THE FIRE MONITOR SYSTEM (SMOKE DETECTOR). F. SHUTDOWN OF LANDLORD SYSTEMS TO ACCOMMODATE TENANT WORK. 5. ON -SITE PARKING FOR TENANT'S CONTRACTORS & SUPPLIERS, IF AVAILABLE, MUST BE APPROVED BY LANDLORD'S REPRESENTATIVE. PARKING MAY BE SUBJECT TO A RENTAL FEE. E. SPACE ACCEPTANCE BY TENANT BY OCCUPYING THE DESIGNATED SPACE FOR CONSTRUCTION, TENANT SHALL BE DEEMED TO HAVE ACCEPTED THE PREMISES "AS -IS ", HAVE ACKNOWLEDGED THAT LANDLORD HAS COMPLETED THE WORK REQUIRED OF IT PURSUANT TO THE LEASE, AND HAVE AGREED THAT LANDLORD IS NOT THEN IN DEFAULT IN ANY OF ITS OBLIGATIONS UNDER ThE LEASE UNLESS AGREED TO MARKETING BY LANDLORD'S REPRESENTATIVE AND TENANT /TENANT CONTRACTOR. F. WORK ScHBX NG ANY WORK THAT CREATES EXCESSIVE NOISE, VIBRATION, NOXIOUS FUMES, DUST AND ODORS, MUST BE SCHEDULED OUTSIDE OF THE BUILDING OPERATING HOURS. HE LANDLORD'S REPRESENTATIVE SHALL BE GIVEN 24 HOURS OF SUCH OFF -HOURS CONSTRUCTION & RESERVES THE RIGHT TO APPROVE OR DEC'JNE SUCH REQUEST. BUILDING SECURITY MAY REQUIR5IGN -IN /SIGN -OUT OF ALL PERSONS WORKING CONSTRUCTION. TENANT'S CONTRACTOR SHALL PERFORM WORK IN A MANNER WHICH CAUSES NO INTERFERENCE WITH OTHER TENANTS OR LANDLORD. TENANT'S WORK SHALL BE CLOSELY MONITORED BY LANDLORD'S REPRESENTATIVES. G. CONSTRUCTION UTLIT ES CHARGE IT IS AGREED AND UNDERSTOOD THAT THE UTILITIES SERVICING THE PREMISES MAY NEED TO BE SEPARATELY METERED AS PER THE TEPMS OF THE LEASE. IN THE EVENT THE UTILITIES ARE NOT CURRENTLY SEPARATELY METERED AND THE COST OF UTILITIES, PER THE LEASE, ARE TO BE A DIRECT COST OF THE TENANTS, AN ESTIMATED PER DAY CHARGE WILL BE ASSESSED BY THE LANDLORD TO THE TENANT DURING THE BUILD -OUT AND CONSTRUCTION PHASE OR UNTIL SUCH TIME AS A PERMANENT METERING DEVISE IS INSTALLED AND TRANSFERRED INTO THE TENANTS NAME. FURTHERMORE, F TENANT HAS RECEIVED LANDLORD'S PERMISSION TO OCCUPY THE PREMISES EARLY TO PERFORM CONSTRUCTION ACTIVITY, AN ESTIMATE FOR UTILITIES MAY BE ASSESSED ON PER DAY BASIS DURINC THIS EARLY OCCUPANCY PERIOD. H. MODIRCATION TO EXISTNG FACLITES 1. ANY MODIFICATION, INCLUDING INCIDENTAL SAW CUTTING OR CORE DRILLMVG TO LANDLORD'S FACILITIES OR BUILDING NOT ON APPROVED PLANS, MUST RECEIVE THE PRIOR WRITTEN APPROVAL FROM THE TENANT COORDINATOR. SUCH MODIFICATIONS SHALL BE AT TENANT'S EXPENSE INCLUDING ANY D(504, ENGINEERING, PERMITS AND INSPECTION AS WELL AS ACTUAL CONSTRUCTION COSTS. COST OF SPRINKLER SYSTEM SHUTDOWN AND RECHARGING, AT A COST PER OCCURRENCE, SHALL BE AT TENANT'S EXPENSE. • GENERAL CONDITIONS FOR CONSTRUCTION H. MODIFICATION TO EXISTNIG FACUTES CONTINUED: 2. LANDLORD RESERVES THE RIGHT TO SALVAGE REMOVED EQUIPMENT AND MATERIALS NOT REUSED IN THE NEW CONSTRUCTION. CONTRACTOR IS TO COORDINATE WITH LANDLORD'S ON -SITE REPRESENTATIVE REGARDIN'_' MATERIALS TO BE SALVAGED. SALVAGEABLE MATERIALS MAY INCLUDE BUT ARE NOT UMITED TO: CASEWORK, CARPET, DOORS, RELITES, FRAMES, POWER PANELS AND SWITCHGEAR, LIGHT FIXTURES AND HWC EQUIPMENT, GRILLES AND REGISTERS. SUCH MATERIALS AND/OR EQUIPMENT WILL BE REMOVED BY TENANT'S CONTRACTOR IN A MANNER TO AVOID DAMAGE OR LOSS OF PARTS OR COMPONENTS, AND MOVED TO A LOCATION AS DIRECTED BY LANDLORD'S REPRESENTAT1vE. ALL MATERIAL NOT SALVAGED OR REUSED IS TO BE REMOVED AND DISPOSED OFF-SITE IN A LAWFUL MANNER BY TENANT'S CONTRACTOR. 3. ALL DUCTS WHICH PENETRATE RATED WALLS, CEIUNGS OR SHAFTS SHALL HAVE FIRE DAMPERS WITH RATING EQUAL TO THE WALL OR CEILING WHICH IS PENETRATED. W REQUIRED TO BE TIED INTO BUILDING FIRE PANEL, LANDLORD'S FIRE CONTROL CONTRACTOR SHALL BE USED FOR THE TIE -IN. 4. COMPLY WITH ALL REQUIREMENTS OF LOCAL CODES AND ORDINANCES FOR SUCH THINGS AS SEISMIC STABILITY, FIRE DAMPERS, TEMPERATURE CONTROL, TIME CLOCKS, ETC. 5. ALL MECHANICAL WORK, EQUIPMENT, METHODS, CONTROLS, ETC. ARE TO BE COMPATIBLE & FULLY INTEGRATE WITH THE EXISTING BUILDING EQUIPMENT, SYSTEMS AND CONTROLS. ANY REQUIRED MODIFICATIONS TO BUILDING SYSTEMS WILL BE BY TENANT'S CONTRACTOR AT TENANT'S COST. 6. VERIFY THE CURRENT OPERATIONAL STATUS OF ALL EXISTING MECHANICAL BOXES IN THE AREA OF WORK. 7. LABEL ALL MECHANICAL AND ELECTRICAL COMPONENTS (CONCEALED ABOVE CEILING) WITH THE APPROPRIATE COLORED 3/4" DOTS ON THE CEILING GRID. THE COLOR CODING SYSTEM IS TO BE SABEY CORPORATION'S STANDARD AS FOLLOWS: BLUE: HVAC UNITS / EXHAUST ORANGE: HVAC CONTROLS GREEN: WATER (SHUTOFF) YELLOW: GAS RED: EIRE SYSTEMS 8. UPDATE ALL EXISTING HVAC CONTROLS AS DIRECTED BY LANDLORD'S ON -SITE REPRESENTATIVE. 9. LABEL ALL CIRCUITS AT POWER PANELS AND ON RECEPTACLE COVER PLATES. 12 POINT OR 1/8" BLACK LETTERS MECHANICALLY PRINTED ON CLEAR TAPE. 10. CONTRACTOR IS RESPONSIBLE FOR MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEMS AS REQUIRED BY THE WORK OF THIS CONTRACT, INCLUDING INSTALLATION OF STROBES AND OTHER ADA COMPLIANT DEVICES.. 11. CONTRACTOR SHALL PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE CODES AND REQUIREMENTS. 12. CONTRACTOR SHALL INSTALL EXIT SIGNS IN THE TYPE, NUMBER AND LOCATION AS SHOWN ON THE CONSTRUCTION DOCUMENTS OR AS OTHERWISE REQUIRED BY THE LOCAL INSPECTOR. 13. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT KEY OR ANY SPECIAL KNOWLEDGE. 14. INTERIOR FINISHES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25. '15. SUBMIT SIGNED AND SEALED FIRE PROTECTION SHOP DRAWINGS FOR REVIEW & APPROVAL BY LANDLORD'S INSURANCE COMPANY HOUSEICEEPNG AND MATERIAL HANDING 1 WITH LOCATE DUMPSTER APPROVAL THE ONNANTEMPORARYCBASIS. APPROVAL WILL BE BASED ON THE LENGTH OF TIME AND THE AVAILABILITY OF AN AREA FOR LOCATING SUCH DUMPSTER. IN SOME CASES THE TENANT'S CONTRACTOR MAY BE ABLE TO OBTAIN A STREET USE PERMIT TO LOCATE A DUMPSTER ON THE STREET. IN ANY EVENT THE TENANT'S CONTRACTOR WILL BE RESPONSIBLE TO REMOVE ALL CONSTRUCTION GENERATED TRASH FROM COMMON AREAS OF THE BUILDING ON A NIGHTLY BASIS. TENANT'S CONTRACTOR ACKNOWLEDGES THAT STORAGE OF ANY CONSTRUCTION AND OR BUILDING MATERIALS OUTSIDE OF THE TENANT SPACE IS PROHIBITED UNLESS LANDLORD'S WRITTEN APPROVAL HAS BEEN GRANTED. 2. TENANT'S CONTRACTOR ACKNOWLEDGES THAT MOVEMENT OF CONSTRUCTION MATERIALS IS TIGHTLY RESTRICTED DURING BUSINESS HOURS. THE BUILDING IS EQUIPPED WITH A FREIGHT ELEVATOR TO BE DESIGNATED UPON REQUEST FOR CONSTRUCTION USE. PADS WILL BE INSTALLED WERE APPLICABLE AND A .SERVICE KEY FOR INDEPENDENT OPERATION WILL BE PROVIDED. TENANT'S CONTRACTOR WILL NEED TO PROVIDE FLOOR PROTECTION AS REQUIRED TO INSURE THAT THE FLOOR FINISHES OF THE BUILDING ARE PROTECTED. LANDLORD'S REPRESENTATIVE AND TENANT'S CONTRACTOR WILL INSPECT BUILDING COMMON AREA FOR EXISTING DAMAGE & DETERMINE THE ROUTE OF TRAVEL FOR CONSTRUCTION MATERIALS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. DOCUMENTATION OF THE WALK - THROUGH WILL BE PROVIDED TO THE TENANT'S CONTRACTOR. UPON COMPLETION OF TENANT'S BUILD -OUT, CONTRACTOR AND LANDLORD'S REPRESENTATIVE WILL REINSPECT THE COMMON AREA NOTING ANY DAMAGED AREAS NEEDING REPAIR BY THE TENANT CONTRACTOR. 3. ONCE CONSTRUCTION BEGINS IN TENANT'S SPACE, THAT AREA BECOMES THE RESPONSIBILITY OF TENANT AND ITS CONTRACTOR. TENANT'S CONTRACTOR MUST SUPPLY AND INSTALL A LARGE CARPETED WALK -OFF MAT INSIDE THE ENTRANCE TO THE SPACE TO EUMINATE THE TRACKING OF DUST AND DEBRIS INTO THE BUILDING. THE WORK AREA AND THE AREA OUTSIDE THE TENANT PREMISES MUST BE MAINTAINED IN A CLEAN CONDITION AT ALL TIMES. TRASH MUST BE PLACED IN CONTAINERS AND REMOVED DAILY BY TENANT'S CONTRACTOR TO TENANT'S CONTRACTOR'S DUMPSTER. IF TRASH IS NOT IMMEDIATELY REMOVED OR THE SPACE CLEANED UP AFTER LANDLORD'S NOTICE, LANDLORD MAY REMOVE THE TRASH AND CLEAN THE SPACE AT TENANT'S EXPENSE INCLUDING AN ADMINISTRATIVE FEE, AND DEDUCT FROM CONSTRUCTION DAMAGE DEPOSIT. 4. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY TENANT'S CONTRACTOR WILL INSTALL AND MAINTAIN CONSTRUCTION PRE - FILTERS IN THE BUILDINGS RETURN AIR SYSTEM SERVICING THE CONSTRUCTION AREA AND OR FLOOR. WHEN CONSTRUCTION IS COMPLETE THE PRE FILTERS SHALL BE REMOVED AND DISPOSED OF BY TENANT'S CONTRACTOR. 5. TENANT'S CONTRACTOR SHALL REMOVE AND DISPOSE OF IN AN APPROVED MANNER ALL SURPLUS CONSTRUCTION MATERIAL FROM SITE. DISCHARGE OF ANY MATERIAL INTO LANDLORD'S PLUMBING OR STORM SEWER SYSTEM OR TRASH CONTAINERS IS PROHIBITED. 6. TEMPORARY DUST BARRIERS AT DEMISING WALLS IN PLENUM SPACES MAY BE REQUIRED TO CONTROL CONSTRUCTION DUST. INSTALL AS DIRECTED BY LANDLORD'S MEPRESINTATNE, AT TOW'S DIPENSE. 7. IF ANY HAZARDOUS MATERIALS 1IIILL BC USED ON -SITE, MATER1 AL SAFETY DATA SHEETS (MSDS) MUST OE ON FILE WITH TENANT'S CONTRACTOR PRIOR TO THEIR US/.. 1 TENANT'S CONSTRUCTION DRAWINGS /AS.IUILTS AFTER PLANS ARE REVIEWED AND APPROVED BY THE TENANT COORDINATOR, A BUILDING PERMIT IS ISSUED BY THE GOVERNI IG JURISDICTION, THE PRE - CONSTRUCTION MEETING HAS OCCURRED AND At L REQUIREMENTS MET, THEN TENANT'S CONSTRUCTION MAY PROCEED. ONE SET OF PLANS BEARING LANDLORD'S APPROPRIATE REVIEW STAMP, COMPLETE WITH LANDLORD'S COVER SHEET AND OWNER'S GOOD FAITH INSPECTION REPORT ATTACHED, MUST BE KEPT IN TENANT'S PREMISES AT ALL TIMES. TENANT'S CONTRACTOR MUST USE THIS SET OF PLANS ALONG WITH THE APPROVED BUILDING PERMIT PLANS THE CITY AS ITS MASTER SET(S) FOR BLUING TENANT'S SPACE. AT THE COMPLETION OF CONSTRUCTION, TENANT SHALL PROVIDE ONE COMPLETE SET OF REPRODUCIBLE AS -BUILT DRAWINGS TO LANDLORD, AND ONE 3.5" DISKETTE WITH ALL CAD GENERATED DRAWINGS IN .DWG OR .DXF FORMAT. AS -BUILT DRAWINGS SHALL INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION. K. INSPECTIONS BY GOVERNING AGENCES TENANT OR ITS CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS BY GOVERNING AGENCIES. TENANT'S CONTRACTOR IS RESPONSIBLE FOR CORRECTING ALL DEFICIENCIES RECORDED BY THE INSPECTORS. L PUNCH UST /OBSERVATIONS BY LANDLORD DURING CONSTRUCTION OF TENANT'S STORE, LANDLORD'S REPRESENTATIVES MAY OBSERVE PERIODICALLY TO DETERMINE WHETHER CONSTRUCTION CONFORMS WITH THE APPROVED PLANS & SPECIFICATIONS, AND THE PROVISIONS OF THIS GENERAL CONDITIONS FOR CONSTRUCTION. SHOULD THERE BE ANY DISCREPANCY, TENANT'S WORK MAY BE HALTED UNTIL THE PROBLEM IS RESOLVED. IN NO EVENT WILL SUCH OBSERVATIONS OR SUBSEQUENT RESULTS OF SUCH OBSERVATIONS PLACE ANY RESPONSIBILITY ON LANDLORD. • TENANT'S CONTRACTOR SHALL NOTIFY THE LANDLORD'S REPRESENTATIVE IN WRITING WHEN WORK IS SUBSTANTIALLY COMPLETE, AND REQUEST A FINAL INSPECTION FROM LANDLORD. LANDLORD SHALL PROVIDE TENANT'S CONTRACTOR WITH A FORMAL WRITTEN PUNCH LIST WHICH WILL DESCRIBE ANY CONSTRUCTION DEFICIENCIES PURSUANT TO THE APPROVED PLANS AND APPLICABLE CODES. ANY PUNCH LIST WORK NOT COMPLETED WITHIN THE THIRTY (30) CALENDAR DAYS FROM DATE OF PUNCH LIST MAY, AT LANDLORD'S OPTION, E COMPLETED AND THE COST DEDUCTED FROM TENANT CONTRACTOR'S DEPOSIT. M. LANDLORD'S FINIAL ACCEPTANCE IN ORDER FOR TENANT TO RECEIVE LANDLORD'S FINAL ACCEPTANCE, TENANT MUST, WITHIN THIRTY (30) DAYS OF THE DATE TENANT OPENS FOR BUSINESS, OBTAIN AND PRESENT TO LANDLORD THE FOLLOWING ITEMS: 1. A COPY OF THE CERTIFICATE OF OCCUPANCY ISSUED BY THE BUILDING DEPARTMENT. (FOOD SERVICE TENANTS MUST ALSO INCLUDE DOCUMENTED APPROVALS FROM THE LOCAL HEALTH DEPARTMENT PRIOR TO OPENING.) 2. COPIES OF ALL BUILDING PERMITS AND OTHER REQUIRED PERMITS, INDICATING INSPECTIONS AND APPROVALS BY THE APPROPRIATE AGENCY. 3. AS -BUILT DRAWINGS OF TENANT'S WORK PER PARAGRAPH "J ". 4. HVAC BALANCE REPORTS BY INDEPENDENT AIR BALANCE CONTRACTOR. 5. THE COMPLETED PUNCH LIST, INITIALED BY THE LANDLORD'S REPRESENTATIVE. 6. TENANT'S CONTRACTOR SHALL REPAIR ALL DAMAGE TO BUILDING CREATED BY ITS OWN WORK. LANDLORD WILL REFUND ANY UNUSED FUNDS FROM CONSTRUCTION DAMAGE DEPOSIT TO TENANT'S CONTRACTOR. 7. 0 & M MANUALS AND WARRANTIES FOR ALL TENANT INSTALLED EQUIPMENT AND ROOF TOP PENETRATIONS. 8. CONTRACTOR CERTIFICATION OF ASBESTOS FREE PRODUCT INSTALLATION. 9. UPON COMPLETION GENERAL CONTRACTOR SHALL SUPPLY LANDLORD WITH LIEN RELEASES FROM ALL SUBTIERS, SUPPUERS, LABORERS, WHICH HAVE SERVED NOTICE TO LANDLORD. �. IM5CELLANEOUS REQUIREMENTS 1. WHERE CONFUCTS EXIST BETWEEN BUILDING CODES, UTILITIES REQUIREMENTS, STATUTES, ORDINANCES, REGULATORY REQUIREMENTS. & LANDLORD'S REQUIREMENTS, THE MORE STRINGENT SHALL GOVERN. 2. TENANT'S CONTRACTOR OR SUBCONTRACTORS SHALL NOT POST SIGNS WITHOUT LANDLORD'S APPROVAL. 3. TENANT'S CONTRACTOR AND SUBCONTRACTORS SHALL COMPLY WITH ALL PARKING RULES & REGULATIONS AS ESTABLISHED BY THE LANDLORD. VIOLATION OF PARKING REQUIREMENTS MAY RESULT IN FINES AND /OR TOWING. 4. TENANT SHALL USE ONLY NEW, FIRST -CLASS MATERIALS IN COMPLETING ITS WORK. ALL WORK AND EQUIPMENT SHALL BE WARRANTED FOR A MINIMUM OF ONE (1) YEAR FROM INSTALLATION. SUCH WARRANTIES SHALL NOT RELIEVE TENANT FROM ITS MAINTENANCE OBLIGATIONS PROVIDED IN THE LEASE. O. GOOD FAITH INSPECTION FOR ASBESTOS TENANT AND TENANT'S CONTRACTORS MUST HAVE LANDLORD'S GOOD FAITH INSPECTION REPORT ON PREMISES PRIOR TO STARTING WORK. THE WASHINGTON INDUSTRIAL SAFETY HEALTH ACT 296 -62 -07707 STATES THAT BEFORE ALLOWING OR AUTHORIZING ANY CONSTRUCTION, RENOVATION, REMODELING, MAINTENANCE, REPAIR OR DEMOLITION, LANDLORD SHALL PERFORM A GOOD FAITH INSPECTION TO DETERMINE WHETHER MATERIALS TO BE WORKED ON OR REMOVED CONTAIN ASBESTOS. IT IS THE RESPONSIBILITY OF TENANT'S CONTRACTOR TO OBTAIN A COPY OF THIS REPORT AND DISPLAY IT ON THE PREMISES IN FULL VIEW OF ALL PERSONS ENTERING THE WORK SITE. TENANT'S CONTRACTOR IS ALSO RESPONSIBLE TO DISCLOSE TO LANDLORD'S REPRESEN- TATIVES ITS DISCOVERY OF ANY MATERIAL THAT MAY CONTAIN ASBESTOS NOT MENTIONED IN THE GOOD FAITH INSPECTION. NO WORK SHALL DISTURB OR REMOVE THE SUSPECT MATERIAL UNTIL LANDLORD HAS PERFORMED TESTS AND/OR ABATEMENT. P. NSU RANGE TENANT'S CONTRACTOR SHALL SUBMIT TO LANDLORD A CERTIFICATE OF INSURANCE WITH LIMITS AS OUTLINED ON THE ATTACHED SAMPLE. THE CERTIFICATE HOLDER SHOULD READ AS FOLLOWS: DAVID A. AND SANDRA SSA IY 12211 TUKWILA INTIRNAtawAL Uw. MATH FLOOR NATO, WASHINGTON ADDITIONAL INSURED ENDORSEMENT WILL INCLUDE THE FOLLOWING: CIIRTTNCATE HOLDIR AND MUIY COI'/ORAT1ON NOTE: CERTAIN LANDLORD BUILDINGS REQUIRE REVERSAL OF THE ABOVE INSURED & ADDITIONAL INSURED CERTIFICATE HOLDERS. CONTRACTOR SHALL INSTRUCT ALL SUBTIERS TO SUPPLY LANDLORD WITH A CERTIFICATE OF INSURANCE AS OUTUNED HEREIN. PROJECT: AS A REQUIREMENT OF YOUR SUBCONTRACT ON THE ABOVE REFERENCED PROJECT, EVIDENCE OF INSURANCE IN THE MINIMUM AMOUNTS SHOWN BELOW IS REQUIRED TO BE DELIVERED TO US PRIOR TO YOUR COMMENCING WORK. THIS LETTER CONTAINS THE INFORMATION YOUR INSURANCE AGENT WILL NEED TO PREPARE THE CERTIFICATE OF INSURANCE REQUIRED BY SABEY CORPORATION. PLEASE INSTRUCT YOUR INSURANCE AGENT TO MAIL THE CERTIFICATE, INCLUDING ENDORSEMENT, TO THE ATTENTION OF THE SABEY CORPORATION CONTRACTS ADMINISTRATOR. TYPE OF CERTIFICATE MINIMUM LIMIT COMMERCIAL GENERAL LIABILITY - GENERAL AGGREGATE - PRODUCTS /COMPLETED OPERATIONS AGGREGATE - BI AND PD, EACH OCCURRENCE AUTOMOBILE LIABILITY - PER OCCURRENCE $2,000,000 $2,000,000 $2,000,000 $1,000,000 $1 ,000.000 !UMBRELLA (EXCESS) LIABILITY - PER OCCURRENCE 51,000,000 WORKER'S COMPENSATION (OTHER THAN WASHINGTON) STATUTORY USL & H WORKER'S COMPENSATION EMPLOYER'S STATUTORY LIABILITY STOP GAP (WASHINGTON EMPLOYER'S LIABILITY) 11,000,000 THE CERTIFICATE SHOULD ADDRESS THE FOLLOWING: 1. SHOW DAVID A. AND SANDRA SABEY, AND SABEY CORPORATION AS ADDITIONAL INSURED. NOTE: CERTAIN LANDLORD BUILDINGS REQUIRE REVERSAL OF THE ABOVE INSURED & ADDITIONAL INSURED CERTIFICATE HOLDERS. 2. SHOW THE CURRENT A.M. BESTS RATING FOR THE INSURANCE COMPANY LISTED. 3. SHOW MINIMUM PRIOR CANCELLATION NOTICE OF 45 DAYS. 4. SHOW ALL DEDUCTIBLES AND DESIGNATE "PER CLAIM" OR PER OCCURRENCE. 5. IF USING ACORD CERTIFICATE, EACH APPROPRIATE BOX MUST BE MARKED WITH AN "X" INDICATING COVERAGE PROVIDED. 6. CERTIFICATE OF LIABILITY AND UMBRELLA MUST STATE IF COVERAGE PROVIDED IS "CLAIMS MADE" OR OCCURRENCE FORM. 1)cely.- 440"; • PRECONSTRUCTION MEETING 'TENANT WORK WLL NOT BE ALLOWED TO COMMENCE WITHOUT THE FOLLOWING: ❑ LANDLORD'S CONTACT PERSON: (Sabey Corporation Property Management) Telephone (206) 281 - 8700 ❑ TENANT CONTRACTOR'S EMERGENCY TELEPHONE: WASHINGTON STATE CONTRACTOR'S LICENSE CONTRACTOR'S CERTIFICATE OF INSURANCE WITH PROPER ADDITIONAL ISSUED AS REQUIRED. O CONTRACTOR'S DAMAGE DEPOSIT AMOUNT (to be poid by Tenant's Contractor) ❑ LIST OF SUB - CONTRACTORS ❑ APPROVED TENANT PLANS ON -SITE (Approved plans shall include this Landlord's Cover Sheet, to be completed at the preconstruction meeting.) ❑ CONSTRUCTION UTILITIES CHARGE: per General Conditions paragraph "G ". ELECTRIC /DAY . ELEVATOR GRAIN SPRINKLER /OCCURRENCE OTHER OTHER BUILDING PERMIT CONSTRUCTION SCHEDULE Start Date: Estimated Completion Date: PROVISIONS FOR PERMANENT ELECTRICAL POWER GOOD FAITH INSPECTION REPORT SUBCONTRACTORS APPROVED BY LANDLORD FIRE DETECTION SYSTEM MECHANICAL CONTROLS ROOF MODIFICATIONS CERTIFIED AIR BALANCE CONTRACTOR OTHER: O DESIGNATED HOURS OF CONSTRUCTION O MATERIAL DELIVERIES SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. RE: LOADING, FREIGHT ELEVATOR. [] LOCATION OF TENANT CONTRACTOR'S TRASH RECEPTACLE ❑ LOCATION FOR TENANT CONTRACTOR PARKING ❑ LANDLORD'S FIRST RIGHT OF REFUSAL FOR SALVAGE ❑ PRIOR APPROVALS REQUIRED MODIFICATIONS TO LANDLORD'S FACILITIES: INCIDENTAL BURNING, ACETYLENE CUTTING, OR WELDING: INCIDENTAL CONCRETE SAW CUTTING OR CORE NOXIOUS FUMES: OTHER: CONSTRUCTION SAFETY, OSHA, WISHA, MSDS PUNCH -UST NOTIFICATION FIRST AID KrT ON -SITE FIRE EXTINGUISHER ON -SITE REVIEWED CONTRACTOR CODE OF CONDUCT WITH LANDLORD'S REPRESENTATIVE. TENANT'S CONTRACTOR AND HIS REPRESENTATIVES ACKNOWLEDGE THAT THEY HAVE RECEIVED, REVIEWED, UNDERSTAND, AND WILL COMPLY WITH THIS LANDLORD'S COVER SHEET. Signature: Date: DRILLING: TENANT DRAWINGS Preliminary Review 0 Final Const. Doc. Review 0 Date Received: Approved CI Rejected p Revise & Resubmit 0 No Exceptions Token 0 Note Markings on Drawings ❑ THIS REVIEW IS FOR IAl10UT ONLY AND IN NO WAY ALTERS ANY LEASE AGREEMENTS OR MALES COMPLIMICE WITH LOCAL ORDINANCES OR CODES. 8y Dote Sabey Corporation Architecture Group TENANT CONTACT INFORMATION (TO NE COMPLET® BY TENANT'S ARCHITECT PRIOR TO PRECONSTRUCT1ON MEETING) OWNER'S CONTACT: Address: . Phone #: TENANT'S ARCHITECT: Address: Phone #: _ Contact Person: TENANT'S CONTRACTOR: Address: Phone #: Contact Person: TENANT'S MECHANICAL ENGINEER: Address: Phone #: Contact Person: DECI1104 TENANT'S ELECTRICAL ENGINEER: , Address: . PERMIT CENTER Phone #: . Contact Person: TENANT NAME: SUITE NO.: , , BUILDING: , AY. 9, RECEIVED CITY OF TUKWILA CONeLLTANT15 NEHeia4e • ARCHITECTURE DIRAUANCs Iw"eER: PP OGREe6 DATE: 0612/00 (FILE: 'PLOY: IDRC ECT Natie R: - - 25 DRAM BY: OiECKEIP e'r: JL APPAONED SY: t30.1 EY IeewE DATE mom St,E'etm 6v16/CC AM dra ad mum .etar iI her in oonotituta � orriga mark or the Corporation •ithout the ■N n cGomeent of t & ey Corporeuon. Tenant, Improvement for St N IX . GUI . N(y •���� i .. at Intergata ILeest 12101 Tukwila !rite rat iona l Blvd Tukwila, Uh4 D R A W I N G : TITLE: L AND,.._ORD L A N L O R S CO /E F' S - E E,. DIVISION 1 GENERAL REQUIREMENTS "The General Conditions of the Contract For Construction ", AIA Document A201 - 1987, Fourteenth Addition, Articles 1 through 14 inclusive, are fully binding to this work of this project. The Contractor and all Sub-contractors shall read and be governed by them. DIVISION 2 SITE WORK NOT REQUIRED DIVISION 3 CONCRETE 3.1 STRUCT.VjRAL NOTES & REQUIREMENTS . See Structural Drawings. .2 CONcREIE F1NI $HING Concrete floor slabs for new Battery Room shall be sealed with an acic resistant epoxy sealer /hardener, Sherwin Williams Epclon 2, or approved equal. DIVISION 4 MASONRY NOT REQUIRED DIVISION 5 METALS 5.1. GENERAL REQUIREMENTS Submit shop drawings for all metal fabrications. 5. . STRUCTURAL STEEL See Structural Drawings. �.3. METALS FABRICATIONS A. Materials shall conform to the following: Steel sections: ASTM A36 Steel tubing: ASTM A500, Grade B Plates: ASTM A283 Pipe: ASTM A53, Grade B, schedule 40 Bolts, nuts, wcshers: ASTM A307, galvanized to ASTM A153 for galvanized components Welding materials: AWS D1.1; type as required for materials being welded Aluminum members: size per drawings B. Touch-up primer for galvanized surfaces shall be a zinc rich primer. C. Fit and shop assemble metal work in largest practical sections, for delivery to site. D. Continuously seal joined members by continuous welds. E. Grind exposed Joints flush and smooth with adjacent surface. Make exposed joints butt tight, Bush and hairline. Ease expose edges to small uniform radius. F. Supply components required for anchorage of fabrications. G. Schedule of work: 1. Railings at Battery Room DIVISION 6 WOOD AND PLASTICS 6.1 GENERAL REQUIREMENTS Submit shop drawings for all millwork and casework items. Submit samples of wood veneers with stain. 6.2 MILLWORK A. All millwork shall meet Architectural Wooaworking Institute standards for Premium Grade construction. B. Plastic Laminate shall be 1/16" nigh-pressure laminate os manufactured by Nevamor, or approved equal. See Color Schedule on Sheet A1.0 for plastic laminate colors. C. Doors and drawers to be overlay design. Doors and drawers shall have plastic laminate edge banding of same color as front. D. Interior non - exposed surfaces to be white polyester sheet over ?" particleboard. E. Exposed casework hardware shall be us26d finish. Provide the following hardware items: Hinges: Eurohinge by Amerock; 175 degree swing; #3762 Pulls: Colonial #752 Drawer guides: Knape & Vogt #1428 Grommets: 2" diameter, metal Ad j. shelf brackets: Knape & Vogt #346 Ano. DIVISION 7 THERMAL AND MOISTURE PROTECTION 7.1 BUILDING INSULATION A. Thermal Insulation shall be 3-1/2" unforced fiberglass bott insulation, R-19. Insulation to be friction fit between studs except where noted otherwise. DIVISION 8 DOORS AND WINDOWS 8.1 GENERAL _REQUIREMENTS A. Door and frame assemblies shall meet the fire rating requirements listed in the Door & Opening Schedule on Sheet A9.0. B. Submit door, frame and hardware schedules for review. Include door and frame construction and installation details. f3.2 HOLLOW MC,TAL DOORS & FRAMES A. Hollow metal doors shall meet the requirements of ansi /sdi 100. Doors to be Grade li, heavy-duty, Model 2, seamless design, 1-1/2" thick with 18 gage galvanized sheet steel faces. B. Hollow metal frames shall meet the requirements of ansi /sdi 100. Interior door, siaelight and borrowed Tight frames shalt be 16 gage steel, fully welded construction, factory primed. C. All hollow metal doors and frames are to be factory primed for field applied finish coat. $.3 ALUMINUM FRAMES A. Aluminum door and sidelight framing system shall be as manufactured by Architectural Components Inc., or approved equal. B. Finish for all exposed elements shall be factory applied baked-on painted finish. Color shall be manufacturer's standard black. 6.4 HARDWOOD DOORS A. Doors for opaque finish shalt be awi Custom Grade solid core wood doors with paint grade birch veneer, 1 " thick. B. Doors for transparent finish shall be AWI Premium Grade solid core wood doors with clear sown white oak veneer, 1-1/2" thick. 8.5 GLAZING A. Provide setting blocks, spacers and compressible filler rods as required. Provide glazing channels and miscellaneous clips as detailed. AM exposed edges shall be ground and polished. Clean all glass. B. GLAZING SCHEDULE: GI -1 3/8" clear tempered glass without exposed tong marks Gi -2 1 /4" clear wire glass, square grid GI--3 3/8' clear f!cat glass C. Tempered safety glass shall meet federal specification DD-G-451D and ANSI 297.1 where required. 8.6 ACCESS DOORS A. Access doors shall be flush mounted units with drywall frames; Milcor "DW" series or opproved equal. B. Locate access doors where shown on drawings and as required to provide access to concealed equipment or controls. Verify all access door locations with architect prior to installation. 8.7 HARDWARE A. See hardware schedule on sheet A9.0 for hardware groups. B. All locks shall be provided with interchangeable cores. All locks shall be keyed to landlord's grand master and master key system. C. Provide blocking in partition for all wall- mounted doorstops. D. Hardware items: Lock sets and Latch sets: Sargent 8200 lever with rose trim Closers• LCN or approved equal, parallel arms whenever possible, TB & G at wood doors Butts Stanley 4-1/2 x 4-1/2, US26D finish Smoke Gaskets Pemko or approved equal Door Protection Cipco, Quality, Or Builders Brass Stops Cipco, Quality, Or Builders Brass DIVISION 9 FINISHES 9.1 GENERAL FINISH NOTES A. There shall be no exposed pipe, conduit, duct, vents, etc. All such lines shall be concealed or furred and finished, unless noted as exposed construction on drawings. B. Offset studs where required such that finish wall surfaces will be flush. A. Provide galvanic insulation between dissimilar metals. B. See sheet A2.1 for finish schedule. See Color Schedule on Sheet A1.0 for material color selections. 9.2 WALL FINISH NOTES A. All paint shall be applied in accordance with the manufacturer's specifications for the particular surface applied upon. B. Samples of all finish colors specified shall be submitted for approval by architect prior to the commencement of work. C. In areas to be left unfinished, gypsum boord walls shall be fire taped only. 9.3 FLOOR FUvISfi NOTES A. The carpet contractor shall furnish and install rubber reducer strips at locations where carpet and resilient flooring meet. Provide color samples for approval. B. Floor covering in closets shall be the some as thot of the space onto which the closet opens, unless otherwise noted. C. Prepare floor per flooring and carpet manufacturer's recommendations to provide level area for flooring installation and level flooring transitions. D. Changes in floor finishes shall occur under doors and where noted on drawings. 9.4 GYPSUM BOARD ASSEMEILES A. Refer to partition schedule cn Sheet A8.0 B. Gypsum wallboard to be 5/8' type 'X' gypsum wallboard except where noted otherwise. C. Provide metal corner beads, casing beads and dry wall trim accessories where required. D. Sound insulation to be 3-1/2" unfaced sound attenuation batts. 9.5 CARPET A. , Layout carpet to minimize seams. B. Provide 3% overage of each carpet to landlord in largest pieces possible. C. Carpet pad to be GFI /Allen Fiberloc 11, 3/8" thick or approved equal. Carpet to be mounted to pad using double stick method. D. Provide shop drawings showing carpet seam layout. E. Carpet schedule: CPT -1 Broadloom textured loop carpet over pad. CPT-2 9.6 RESILIENT FLOORING A. Vinyl Composition Tile type 1 (VCT -1) shall be static dissipative type, Statmate as manufactured by VPI, 24" x 24" x 1/8", or approved equal. Connect copper grounding strip to stranded ground wire and protect connection. See Color Schedule on Sheet A1.0 for color selection. B. Vinyl Composition Tile Type 2 (VCT -2) shall be Mannington Essentials, 12" x 12" x 1/8", or approved equal. See Color Schedule on Sheet A1.0 for color selection. C. Vinyl base (RB -1) shall be Roppe .080 vinyl base, 4" high, with cove, or approved equc' Provide pre -- molded interior and exterior corners, or, alternatively, inside corners may be mitered. See Color Schedule on Sheet A1.0 for color selection. D. Reducer strips shall match RB -1. 9.8 ACOUSTICAL, CEILINGS A. Install tile pattern centered in room, in each direction, except where noted otherwise on plans. Unless otherwise required, uniformly space light fixtures, Adjust tile layout so that no panel will be less than one -half full length or width. Sprinkler heads, lights, mechanical devices, etc. shall be centered in tiles. B. Metal suspension system shall be 15/16" tee as manufactured by Donn, Chicago Metalic, or approved equal. Provide sheet metal edge moldings and trim. C. Ceiling tile schedule: ACT -1 Armstrong Cortega "Second Look 11" #2767, 24" x 48" x 5/8 ", or approved equal. 9.10 PAINTING A. Conform to the recommendations of the edition of Architectural Specifications Manual Painting. B. Provide two samples of each paint color on 12" x 12" art board for approval. C. Painting schedule: Walls 2 coat process tint primer to match eggshell enamel GWB Ceilings 2 coat process tint primer to match latex flat Metal 2 coat process tint primer to match final coat semi -gloss enamel D. Touch-up paint with the same application system used for the last finish coat. E. Paint colors shall be as listed in the Color Schedule shown on Sheet A1.0. DIVISION 10 SPECIALTIES current and gloss final coat final coat 10.1 SI GN AGE A. Provide room identity signage matching building standard Tenant Identification System, including warning signs for Hazardous Materials Area. Mounting system to be double stick tape. Quantity = 20. B. Provide one building directory strip for the building directory to be located on Floor F2. 10.2 FIRE EXTINGUISHER CABINETS A. Provide fire extinguishers to meet code requirement of 75' maximum travel distance to extinguisher from any point in building. B. Fire extinguishers shalt be Larson Cameo #C2409-R, MP5 (2A 10BC), B2 bracket, or approved equal. Paint exposed cabinet to match adjacent wall. 10.4 DISPLAY SYSTEMS A. Conference Room Display Board shall be Claridge Model #509 -6N, or approved equal. Unit shall have porcelain enamel writing surface on the back panel with fabric bulletin boards on the inside surface of the doors. Exterior facing shall be Oak with natural lacquer. 10.5 WIRE MESH PARTITIONS A. Wire Mesh Partitions shall be heavy -duty all wire type, No. 135 as manufactured by Acorn Wire and Iron Works, Inc., or approved equal. B. Finish shall be enamel paint in manufacturer's standard grey color. Paint shall be electrostatically applied in the factory. C. Partitions to be supplied with oft doors as shown on the drawings. Provide all fastenings, brackets and connectors for o complete installation. Partition shall be installed and braced to meet the requirements of the UBC for Seismic Zone IV. DIVISION 11 EQUIPMENT 11.1 RESIDENTIAL EQUIPMENT A. Dishwasher Shall be General Electric Model ZBD5900DSS, GE Monogram series, stainless steel dishwasher with stainless steel interior. B. Refrigerator shall be General Electric Model ZFSB27DASS, GE Monogram series, free standing stainless steel refrigerat,r with black dispenser. C. Microwave oven shall be General Electric Model ZMC1095SB, GE Monogram series, stainless steel built-in microwave / convection oven. DIVISION 12 FURNISHINGS 12.1 BLINDS A. Horizontal Louver Binds shall be Bali S3000 Mini Blinds, or approved equal. Slats shall be aluminum, nominally 1" wide by .008" thick; ladder spacing shall be 20 mm. B. Provide Blinds with manufacturer's standard tilt wand operation, lift cord with cord lock, and cord equalizers. C. Install blinds between Jambs. Unit width shall be 3/8" to 5/8" less than jamb- --to -jamb dimension. Unit length shall be 1/8" to 3/8" Tess than head to sill dimension. O. Blinds shall be Bali color #031 Fawn, or approved equal, except where noted otherwise. DIVISION 13 SPECIAL CONSTRUCTION NOT USED DIVISION 14 CONVEYING SYSTEMS NOT USED DIVISION 15 MECHANICAL SEE MECHANICAL DRAWINGS DIVISION 16 ELECTRICAL SEE ELECTRICAL DRAWINGS P -1 P -2 Public wolfs Equip Rm ceiling SPECIFICATIONS 1. Items listed in Color Schedule are for Color Selection only. 2. Contractor shall supply items that conform to the specifications and match the colors listed below. 3. Provide samples of all color selections for approval prior to installation. Item PL -1 PL -2 Typical use Cosework fronts Countertops CPT-1 Public corridor CPT -2 Reception area CPT-3 Open office VCT -1 Equipment Rooms VCT -2 Break Room 'RB -1 RB - 2 RB -3 P -3 P -4 P -5 P -6 ST -1 Public corridor Equipment Rooms Office area Equip Rm walls HM doors /frames Misc Metals Office walls Wood doors -clear Manufacturer Nevamar Formica PO444345° REVIEWED FOR CODE COMPLL4NCE ADDRCIVED JAN 12 2005 City Of Tukwila BUILDING DIVISION COLOR SCHEDULE Model or Line Blue Ridge Virtuals /Tangiers /T350 Mannington Mannington v'I Statmate Monnington Johnsonite Sherwin -- Williams Sherwin - Williams Sherwin - Williams Sherwin-Williams Sherwin- Wilframs Sherwin - Williams Essentials Color #9661, Kuba Khaki Storm SD 93 #DC -73, Palm Leaf #1130, Neutral Ground PERMIT C duLTANT6 llE11161046 teem DATE PEIV•tIT SUBMITTAL 01/16/00 All drawings end written material appeareg hsreln constitute the original and urpxbllshIed work or the asbey Corporator and the same may not be duplicated, used or disclosed without the written concert of the 5abey Corporation. St NIX. GIN •NET •'40 - ".•O. • • • • • • • ARCHITECTURE 14lrlant Improvement for at Intergate UAW 12101 Tukwila International 81vd. Tukwila, IVA DRA{LH TITLE: 5cDECIF'C4T;ON5 P4.RT' T' ON SCE- ►E�ULE PiiOGRESS DATE: 06/22/00 FiLE: PLO?: PROJECT N Om - le -25 DRAWN BY: bob CIE CED BY: JL AI"P■OvED BY: DRAW INS NUMBER V +. - ( 0) 0 0 0 N i co 0 m co 72301 -- O— w- sums IMO AIM — IMO MID UM --QM I VI= MID 'MVP ,IuIpI 12101 OEM IMO ----- =III — OW MOM — MOD MD 41r GEM MIMO 1 r'C'CC IR Li 1011 I•1 MI MP lib 1111 �'M•wrr /wrr/ war - • r�Swr�lwr r_•_ wr..r rr. wr �r/ wrr. wr.•wr• /wrr•rrw /r.r••wM�wA -���„ I1 H •w :Ps r.sr�, - so •.►row w r POCLikit 1 1 1 0 -- LOCATE NEW SUB- STATION FOR SEATTLE CITY LICIT IN EXISTING SUB- STATION ENCLOSURE. • 0 , INTERGATE.WEST SITE PLAN SCALE 1 " 60 ' O" o 25 50 75 100 150 200 250 Doi - 435° FOR INFORMATION ONLY MINED cvry OF TUKWILA DEC 03ZN4 PERMIT CENTER SABEY ARCHITECTURE CONeuLTANTI5 • `• •�• . . . •�. • • • . • . HN STATE OF WASHI PERMIT CORREC 8/2/02' (NEW DRAWIN( REYtbIONb Imetm DATE PERMIT b(11T74L O1/2 Ce AN dra bg. and stilton .atarlal appeertna herein oorteute the ortgpal and uipubMsird worts of the Sibley Corporation and U. saws way not be dlupttcatad, used or disclosed sellout the written oono.nt of the aabey Corporation. Tenant Improvement for at !ntergate West 12101 Tukwila International 131vd. Tukwrla, WA DRAWING TITLE: IN TER sA TE.lLE5 i CvERALL 51TE FLAN PROGRESS DATE: 08/01'0¢+ FILE: PLOT: PROJECT tu`eER Q'e - !C - 25 DRAItN BY: bob CI►E;CKED BY: •!L APPRO'ED BY: DRAWING NUMBER: Netst Nix•GEN•NET 4 vi 0 0 0 c o o N N 0 m 0 t__. . _.I ...-J of L] o L. -I. .J L 4' -2 /2' ••••• •• .4.. Yd. •� v rL T __.,...,... .. ......._.._. 4 PLAN KEYNOTES bIM TENANT'S EQUIPMENT CABINETS, BY TENANT. (EQUIIPNENT CABINETS WILL BE INSTALLED AS NEEDED). TENANT'S OVER) EAD CABLE R4OGICi SYSTEM, BY TENANT. BATTERY ROOM RAISED FLOOR STRUCTURE AND STEPS. SEE STRUCTURAL DRAWINGS. 11%2' STEEL PIPE GUARDRAIL AND STAIR HANDRAIL. SEE DETAIL TENANT'S FURNITURE SYSTEM COMPONENTS. VACANT SPACE TO BE LEFT UNFINISHED. COI" IPLE"TE 1 -HOUR CORRIDOR WALL AND DOOR UNDER THIS CONTRACT. 0 • • rata • L7.41. . -.- 4 tkL::;.igi:ti "+ •►:,i..l',ti fi�ttl:.:1�V1. #'d +:Yli4i.L :►�: . • I • PHASE 2 WORK: THIS AREA TO REMAIN UNFINISHED DURINCs PHASE 1 WORK AND OCCUPANCY. PHASE 1 WORK WILL COMPLETE BUILD -OUT OF NIS AREA INCLUDING FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS AND TENANT'S EQUIP1ENT. ACCESS TO THIS AREA TO BE RESTRICTED DURNG PHASE 1 OCCUPANCY. NOTE: DOOR$ X4202 AHD 425.1 ARE A PART OF PHASE 1 WOW. * * 4 " . " 4*A t-.1. -- PLAN -FLOOR F4 • T1T.4T YIicOIU 61LL ••. SW 'Xi 1••'r:•. n PRASE 3 UJ C: THIS AREA TO REMAIN UNFINISHED DURING PHASE 1 AND PHASE 2 WORK ANC' _ OCCUPANCY. PHASE 3 11.1010( WILL COMPLETE BUILD -OUT OF THIS AREA INCLUDING FINISHES, MECHANICAL AND ELECTRICAL SYSTEMS AND TENANT'S EQJIFMENT. ACCESS TO THIS AREA TO BE RESTRICTED DURMG F'H4SE 1 AND PHASE 2 OCCUPANCY. . NOTE: DOOR 4 421.1 16 A PART OF PHASE I WOO. SCALE I8"=1-O 9 »0123 6 12 18 24 30 I - 10 1/4 1; 1'•10 1/4' 4435- Cum RaOr1 433 I REVIEWED FOR CODE COMPLIANCE APPROVED JAN 12 ZOOsi BUILDING DIVISION ra I21-01 C�I W�4 CLR ON COL t1 "N • 1 WINDOW TYP. AT 6 4f CITY T O KWLA 1 CENTER WALL ON MULLION M. AT QFICEA. 1 r— � Q CENTER WALL ON COLUMN C { CONd1LTANT6 S , ra. 1 , . i ''4 , ARCHITECTURE DRAWING TI1LE: . • Mr ..fir y.•.• •Mv. !REVISIONS ieeuE PATE _PERMIT SUBMITTAL ? 1 /26/CO All d a wn. and room saber & app. rma twain constitute the original and uptick, ed wort or the eabay Corporation and the aim way not be ciaplicatad, used or disclosed without the 'Man coriornt of the balmy Corporation. Tenant Improvement for NetS M EX•GE • "� • �•� . 0 •.. • at Interga t8 Ukta t 12101 Tukwila international Blvd. Tukwila, WA FLOOR F -.� PROGRESS DATE: /224DC FILE: PI-O ?: PROJECT DER CC- le -25 plum BY: boc CHECKED BY: JL JAPPROVIED BY: Nl'••••• lb PLAN KEYNOTES EXISTING MECHANICAL ECII.UPtIENT TO REMAIN. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING ELECTRICAL AND CONTROL PANELS TO REMAIN. DO NOT DISRUPT DURING CONSTRUCTION, EXISTING SCREEN WALL STRUCTURAL RIC TO REMAIN IN THIS AREA TO SUPPORT ELECTRICAL AND CONTROL PANELS tLIHCH ARE TO REMAIN. CAREFULLY DISMANTLE AND REMOVE EXISTING EQUIPMENT SCREEN WALL, FRAMIEWONC AND BRACING, SALVAGE MATERIAL FOR RE -USE TO TIE GREATEST EXTENT FEASABLE. PATCH ROOFING WHERE SUPPORTS REMOVED (ROOFFIG WORK TO BE COMPLETED BY LANDLORD'S ROGFIWG CONTRACTOR). NEW MECHANICAL ROOFTOP EQUIPMENT, SEE MECHANICAL DRAWINGS. NEW MECHANICAL ROOFTOP DUCTWORK, SEE MECHANICAL DRAWINGS. NEW EQUIPMENT SCREEN WALL, PFTA IE AND BRACING TO MATCH EXISTING. RE -USE EXISTING MATERIALS SALVAGED DURING DEMOLITION IF THEY CAN BE MADE LIKE NEW. CAREFULLY CUT ROOFING AT SUPPORT MEMBERS, PATCH .ROOFING AND SEAL (ROOFING WORK TO BE COMPLETED BY LANDLORD'S .ROOFING CONTRACTOR). SEE STRUCTURAL DRAWINGS FOR DETAIL. NEW 3' -D' WADE x 1 1'4D' HIGH MAN GATE THIROUGN EQUIPMENT SCREEN. GATE TO MATCH EQUIPMENT SCREEN. EXISTING CENTRIFUGAL YEW FANS. PROTECT FROM DAMAGE DURING CONSTRUCTION. 4I • • ROOF PLAN SCALE 1/8 0 1 2 3 6 12 18 24 REVIEWED FOR CODE COMPLIANCE AooaaVED JAN 12 2006 City of TWANil. BUILDING DIVISION � � E�vEO TUKwu DEC 0 3 21114 PERMIT CENTER ••-••• .6... ••••••••••• y- 0000. 000 0...- • t� REV18iONb S :=.' CON8ULTANTb }• Sri . • ARCHITECTURE lee(E DATE PERMIT bte1'1n - r& 01/16IVC AU more and written material haran oonrtttute the aria's! and topublisPed work or the Corporation and the some way not be duplicated, used or disclosed without the mitten cavort of the fey Corporation. Tenant Improvement For Nesist bEX•GEN -NET r * 0 .' • . 0 . 10 ••• at Intergat. West 12101 Tukwila international Blvd. Tukwila, WA DRAWING TITLE: OVER ALL ROCP PROGRESS DATE: 0612 VC PILE: PLOT: !Rama Poem CC- 1 0 5 DRAM BY: bob t • EC cED BY: Ii. APPROVED BY: DRAWING RIVER 42.2 'I- , 00•,,0 . .1.• ••• •L t " v.. °�SMst • 1 ' • :- um. MAIM IBEI MEM MINIM Ell 111 436 I ME I MN liM 1 1 MN _ _I Vii Wirli ala MEM'''. MOM _MILIiiiM111111LEFA OEM P= I u me I Hirmin 1 „, 11 tA � L;� i Qniil s �7.II ���i SHE NM NM 1.111110111T59111110 433 I ME 1 432 ME 11011n1 I ili Mr 11 L M1:. 1 * PLAN KEYNOTES EXPOSED ROOF STRUCTUF IN ALL EQJIPMENT AREAS TO eE CLEANED AND PAINTED PT -2. FOR SPECIFIC IVAC DUCT LAYOUT SEE MECINAINCAL DRAWINGS. FOR LIGNTI■G IN TI-E EGxJIPMENT AREAS SEE ELECTRICAL DRAWINGS. NEW WALL MOUNT ILLUMINATED EXIT SIGN, LOCATE OvER DOOR SECURE EXISTING ILLUMINATED EXIT SKIS TO NEW SUSPENDED CEILING. NEW CEILING MOUNT ILLUMINATED EXIT SIGN, CENTER M CEILNG TILE. VACANT SPACE TO BE LEFT UPINISHED. COMPLETE 1- I4OUR CORRIDOR ILIALL AND DOOR UNDER TWIS CONTRACT. DEMISING WALLS TO BE OPEN STUD TN16 SIDE. PROTECT EXISTING ELECTRICAL CONDUITS, RE- ATTACII BELOW NEW Giles PLENUM. EXISTING FIRE SPRINKLER MAINS. PROTECT DURING CONSTRUCTION. SEE FIRE PROTECTION DRAWNGS. N • NOTE: SEE DRAWING A2.1 FOR PNASIN( INFORMATION. VACANT AREA iii FLOOR F4 - REFLECTED 'CEILING PLAN CICALA 1/811=1 . c 01 23 • TYP. AT WINDOW SILL 12 IS 34 30 m rrP AT a11coW SILL or PECENED CITY OF TUKWI .A DEC 0 3 20 PERMIT CENTER -® TYP. AT WINID0111 SILL ccNeuLTANTS 1 � ARCHITECTURE • DRAWING DER .43.1 at Intergate Usk 12101 Tukwila international Blvd. Tukwila, WA • '1 i.. ��;,. •.:.: -rte .n - . �""«..,. i:..�...r.- ...�.a..._. " . �,- ._ •.:.. i REVISIONS 1eetiE DATE POIMIT SUBMITTAL 01126 Au dry, and .ratan .at im! applolo heels constitute tire origami ad ucsasil rd.ork of the albs Caporauon and thus sass say not be duplicated, used or disclosed mahout the .1tta commit of the Gaboury Corporation. Tenant Improvement For St NEX• GEN • NET 10 r .•.•,• • • • D R A U E I G TITLE: F L C O R RE= C TE" PROGREeS DATE: C6/22i12,2' FILE: PLOT: PROJECT DER: Om -10 -25 DRAIN dr boe ca•+EcKED SY: JL APPROVED aY: • • .• ••• JP M >> SOUTH BUILDING ELEVATION SCALE 1 0 24 12 24 ' SCALE 1/1 6 0246 12 M 24 36 36 48 48 60 60 NORTH BUILDING ELEVATION EAST BUILDING ELEVATION 1/16 o 2 4 6 12 24 36 1 L SCALE 116 ° = 1 ' - 0 " 0 2 4 6 12 WEST BUILDING ELEVATION 24 36 48 60 . n•rr.. ..err.• ...�. .�� a.•. rr` 7.10317 KEYNOTES EXISTING STAIRWAY PENTHOUSE. 3 NEW ROOF SCREEN TO MATC1 -I EXISTING. REUSE EXISTING PIECES IF THEY CAN BE MADE 'LIKE NEUJ'. (EXISTING ROOF SCREEN TO BE REMOVED IS SWOU 4 SCREENED BEHIND THE NEW SCREEN.) 3' -0' x 1' -0' GATE THROUGH NEW ROOF SCREEN. GATE TO MATCH ROOF SCREEN. EXISTING ELEVATOR PENTHOUSE. EXISTING ROOF SCREEN TO REMAIN. REVIEWED FOR CODE COMPLIANCE AmponvFo JAN 12 2006 Oty Of Wolfs BUILDING DIVISION RECEIVED CITY OF TUKW A DEC 832I04 PERMIT CENTER SALBE,1 ARCHITECTURE C•CNOILTANTb 1 PERMIT CORRECT. 8/2/00 (NEUJ 4.1 G ' IseuE DATE PERIM em iTTAL D'1 r16/0. tl�+.��i and � solaria! l + work �o�tl+s herein constitute it�on air upd taper and the saws wry not be duplicated, used or disclosed •ttl,out the written conceit of the babes Corporation. • Tenant Improvement For DRAWING NLPVER • Netst MEX• GEM • NET • ,• �•.. i � • • • • • at lntergate lest 12101 Tukwila International Blvd Tukwila, WA DRAWING TITLE: E3UILD ELEV4 TiON5 PROGREe6 DATE: es/eve ' FILE: PLOT: PROJECT WIDER: CO- DRaur BY: bob DECKED 8Y: A_ APPROVED BY: 44.0 PT -6 Raw i Sit a 1 Art Wd PT -6 _� 1 4 ' • r. 1 C . • • ' _ / • , / / PT -6 ti , ,. -� ,? ~'\ ' �r� r 1 r> I r- . Iwr • wr, . .M . • . • 00 N O • M. BASE RB -3 1 EAST WALL -OPEN OFFICE AREA SCALE 1/4 " = 1 ' - 0 " o 1 2 5 10 16 rra. itcs /sun IIA 8' -3' e B SCALE 1/4 0 1 2 5 10 16 ROOM FINISH SCHEDULE PT -6 — 1 or wow 3 LUNCHROOM ELEVATIONS BASE RB -3 c eeER BASE RB-3 PT -6 L AMER BASE RB -3 ST -I 1;zL=1,_o,, o 1 s s 10 PT -6 , 2 SOUTH WALL OFFICE AREA 16 4 NORTH WALL OFFICE AREA SCALE 1/4 0 1 2 5 10 16 PT-6 r - 1 - 1 I By mein I I 1 A PT -6 4 WITS AT 33' at M s • )11 • OPEN 6'•6' BASE RB -3 %UMBER BASE WO-3 4 f J • 1 I 1 ' PC PT -6 EXPOSED STEEL BRACE FRAME, CLEAN, PAINT PT PT -6 33' FILLER AS REGi'D. 5 COPY ROOM ELEVATIONS SCALE 1/4 " = 1 ' - 0 " o 1 2 5 10 16 OPEN TO BEYOND EXPOSED STEEL BRACE FIUME, CLEAN, PAINT PT -S \+ ■ ti C DE REVIEWED FOR CO GOMPuANCE A S PO TAN 121005 % r"" 6 " ---- "Igw o ila BUILDING DIVISION 450 Pt -6 RECEIVED CRY OF TUKWILA DEC 0 3 21S4 PERMIT C LATER PT -6 • L ER BABE RB -3 CGN6ULTANT6 + • yyi .•. .�.. •. w � w � a ' •iii iR. ARCHITECTURE leoe E DATE PERMIT SteMITTAL C1/261.0 AM atmew a"d 11um atonal herein congtaatte the a1g1.1 and t publkivid work or tie 6�b.y Corporation and the woe say not be duplicated. used or dMcdo..d without th..rotto+ conceit of the Gabes Corporation. Tenant Improvement for MIX•GEN•NET • • • • 496 11111111111111111 111111111111 %. r • • • • • ••. at Interga to Waa t 12101 Tukwila International Blvd. Tukwila, WA DRAM* TITLE: 'LATER OR c _ /,4 r. ON PROGRESS DATE: e6/22,e FILE: PLOT: PROJECT NIMER DRAM BY: boa CcKED BY: JL APPROVED BY: oRnuHw w•eER, CC- Z-25 a SAINTERGTE\BLDG_C\NETSTREAM\A5.0.DWG Raw i Sit Moth Wd Art Wd kWh Wd Nhtt Wd C ' Na N... I,_ Ow +18i MMI r> - ,rM,(I Iwr 400 CORRIDOR CPT -2 RB -'I GWB ' PT -1 GWB PT -1 GWB PT- 1 GWB PT -1 ACT- -1 FF 9 -p " r�r E(JUIPMENT ROOM i VCT - 1 R8 - 2 GWB PT -3 GWB PT -3 GWB PT -3 GWB PT -3 Exp Str PT -2 -- - DOORS /FRAMES PT-4 E3ATTERY ROOM •• R6 - 2 GWB PT -3 GWB PT -3 GWB PT -3 GWB PT - Exp Str PT 2 - -- DOORS/FRAMES PT -4 SPRINKLER VAS VE RM. CONC Rb-2 GWB PT -3 GWB PT -3 GWB PT -3 GWB � PT -3 Exp Str PT -2 - -- DOORS /FRAMES PT -4 �! I -LOCATION # 1 `ACT- 1 KB -2 GWB PT -3 GWB PT -3 GWB PT -3 GWB PT -3 Exp Str PT -2 - -- DOORS/FRAMES PT -4 GWB F'T- 3 CO- LuCAT10N #2 v'G; -- . +fib -2 GWB PT -3 GWB PT 3 GWB PT -3 Exp Str PT -2 - -- FINISH DURING PHASE 2 C3- LOCATION 4 3 VL.T-- : RB -2 GWB PT - -3 GWB PT -3 GWB PT - GWB PT - 3 Exp Str PT - 2 --- FINISH DURING PHASE 3 4W RECEPTION CPT -2 nB -3 GWB PT-6 GWB PT -6 GWB PT -6 a GWB PT -6 ACT- 1 FF 9'--0" 431 WAITING CPT -2 R8 -3 GWB PT -6 GWB PT -6 GWB P1 -6 GWB PT -6 ACT -1 FF 9' ----0" VIII BREAK ROOM VC C-2 RB -3 GWB GWB PT -6 GWB PT GWB PT -6 GWB PT -6 ACT -1 Ff 0 o O o f I e rn CI orn A CONFERENCE ROOM CPT -3 RB -3 PT -6 GWB PT - -6 GWB PT -6 GWB PT -6 ACT - 1 FF C;FFICE CPT- 3 RB -3 GWB a PT -6 GWB PT - r, GWB PT -6 GWB PT -6 ACT -1 FF - OFFICE CPT -3 RP -3 GW8 � P T -6 GWB PT -6 GWB PT -6 GWB PT -6 ACT- 1 - FF I 4% ∎ EMP. OFFICE CPT -3 RB -3 GW8 PT -6 GWB PT -6 GWB PT 6 GWB PT -6 ACT -1 FF 9 -Q" 437 TEMP. OFFICE CPT -3 RB -3 GWB PT -6 GWB PT -a GWB PT -6 GWB PT -6 ACT -1 FF 9 -C" 4W COPY /FAX VCT -2 RB -3 GWB PT--b GWB PT -6 GWB PT -6 GWB PT -6 ACT -1 FF 9' -Q" 40111 ELECT. ROOM Vi.T - -2 RB - 3 GWB PT -6 GWB PT -6 GA/6 PT -6 GWB PT -6 ACT -1 Fr 9 - 0" 41 i;LOSET CPT -3 RB -3 GWB PT -6 GWB PT -6 GWB PT -6 GWB PT -6 ACT- 1 FF 9' -0 441 OPEN OFFICE CPT -3 RB- 3 GWB PT -6 GWB PT -6 GWB PT -6 GWB PT -6 ACT - 1 FF 9' -Q" OS VACANT AREA CONC NONE EXIST NONE _ EXIST NONE _ GWB NONE GWB NONE Exp Str NONE - -- K LEP VACANT AREAS CLEAN wr, . .M . • . • 00 N O • M. BASE RB -3 1 EAST WALL -OPEN OFFICE AREA SCALE 1/4 " = 1 ' - 0 " o 1 2 5 10 16 rra. itcs /sun IIA 8' -3' e B SCALE 1/4 0 1 2 5 10 16 ROOM FINISH SCHEDULE PT -6 — 1 or wow 3 LUNCHROOM ELEVATIONS BASE RB -3 c eeER BASE RB-3 PT -6 L AMER BASE RB -3 ST -I 1;zL=1,_o,, o 1 s s 10 PT -6 , 2 SOUTH WALL OFFICE AREA 16 4 NORTH WALL OFFICE AREA SCALE 1/4 0 1 2 5 10 16 PT-6 r - 1 - 1 I By mein I I 1 A PT -6 4 WITS AT 33' at M s • )11 • OPEN 6'•6' BASE RB -3 %UMBER BASE WO-3 4 f J • 1 I 1 ' PC PT -6 EXPOSED STEEL BRACE FRAME, CLEAN, PAINT PT PT -6 33' FILLER AS REGi'D. 5 COPY ROOM ELEVATIONS SCALE 1/4 " = 1 ' - 0 " o 1 2 5 10 16 OPEN TO BEYOND EXPOSED STEEL BRACE FIUME, CLEAN, PAINT PT -S \+ ■ ti C DE REVIEWED FOR CO GOMPuANCE A S PO TAN 121005 % r"" 6 " ---- "Igw o ila BUILDING DIVISION 450 Pt -6 RECEIVED CRY OF TUKWILA DEC 0 3 21S4 PERMIT C LATER PT -6 • L ER BABE RB -3 CGN6ULTANT6 + • yyi .•. .�.. •. w � w � a ' •iii iR. ARCHITECTURE leoe E DATE PERMIT SteMITTAL C1/261.0 AM atmew a"d 11um atonal herein congtaatte the a1g1.1 and t publkivid work or tie 6�b.y Corporation and the woe say not be duplicated. used or dMcdo..d without th..rotto+ conceit of the Gabes Corporation. Tenant Improvement for MIX•GEN•NET • • • • 496 11111111111111111 111111111111 %. r • • • • • ••. at Interga to Waa t 12101 Tukwila International Blvd. Tukwila, WA DRAM* TITLE: 'LATER OR c _ /,4 r. ON PROGRESS DATE: e6/22,e FILE: PLOT: PROJECT NIMER DRAM BY: boa CcKED BY: JL APPROVED BY: oRnuHw w•eER, CC- Z-25 a SAINTERGTE\BLDG_C\NETSTREAM\A5.0.DWG t ; ; 1 1 gi _ ._. • , . . • • • k • te! el& fr i• 5. `• .3 . 0 • .1.14 tO j .` • • ) • t - 1 b tie: isarqi(gusualaw..li 1.1 : 1 tf (:1) 0 SCALE 1/4 0 1 2 5 1 0 , 1 • VTIV.' . • o.Y • • .:.1.tEt • 1 iinio .1111=1: 1 ..0 , 111111, • Ilri or • • DRAWING KEYNOTES 14W4 DUCAL( eE MECHANICAL DRAWING6 0 EAST/WEST BUILDING SECTION ••••-• •111* •• ■•••••••••••••■••■••••••■•••1.• •••••1•1••••• M•lenaaft ••••••••■•••■• ttri•TrvACTINRIonittt-1,‘.7.1711111111%ts WilasfialittarT.141162Sndaga!'.:7, " • 16 A . ...•••••••••■••••••••■•••10 ••■•••■•••111••••••••••••■••• OP . aRT••• • • •••••• 7111/1' P . ....att.t.fikr,asuak aw auto( .• • . •-• ." • t . • • FLOOR F4 ••••••%. • ••■ •■•••••• . ' I i ! . i 1 entritwir.K.'W*.fr •: etisme-rve r twit 1 . v • •,••••••••••••••• • .•■•••I.•• • ••••••••••••••... ••■••.•• • ••••••••••• ••• •• • . ••• ••••••••••••• ••I••• • • ••••••••., • ••• • sal • •• ••••• • V.' k•••• Arra o. , . • •••••. • tr • 11 11111 11111 1111 11111111111 1111111111111111 1111111111111111 i 4 rilliiiiite=111=11.11111111[ I r , 041 ." • ,■• 111111■111111111, IMIN Mmt IV • 1 I • SCALE 1/4 o 1 2 5 10 4 SCALE 1/4 14 0 1 2 , "Mgt c...• • • . . ,..,,,,ettst • 141.0 •Nal,••■•••••/1••••• 5 • f •••••••••••••••••••••••■••••••••••••••••••••......... . apritmeatargtafaluftTf. 14...4I1111115210 10 ,,/itemig wow twr..irtarwaRtap.anzuwatmora.er ve,...:. t e metharsartscirua,....-zabitattemper ranZt..r. 10•010.0 .0 100 . ... • .00 • 0 • ■••• ...1•110. 000.1001100•00.....0000.060000 • 092.4.••••••••••••••••••■••••••• ..11.411•.• • . • - • ...taitr••..••••■ t••• • *tow . • •Tv“../Init PT-2 AT MUMS 0. 0 • 00 • 01010...0.00• • , 0011.1 ...• ^00.. .0.0.. .000•10 .•••••0 .0 0. .0 0 amo.•• 0 0 10010. . 0.0••• • .• ••••0040•••••••••••.•••• PT•2 AT CEL " -..-.......-....1-.-•.: 27-07ZWIS47 ;TP Ormik_. . . ;it ,. P... . Ar . .. ..............................1 ., ' \ sq ----- , - 'v ,... - ,.: . ..„.. EAST/WEST BUILDING SECTION 1/4 1 9 " . "0 " 0 1 2 5 1 0 PT-2 AT . wp • •••••• ••••••••/•••••••••••.•• • ...••••••••••••11•••••••••.•••••a••••••N• •••• 10/0•••••”1111P• agft mow., • 0 . 1000 1 10 •0.1y.••••••••1 1 .001.11.. ••••••••••■••• • AVOIMINSIe411MNVIIMISIW108101401iW nrWRIMIE:=11111WIMItrarnirlegeWAINNIZIAIMPZ 1112011011 . T41•00.. ••••••••••••-•• •••■••••••••••••• •••••••••■■• • • ••••,.. •,A4 •••••••••• 16 1S ..... ._.................___............. • ..... r • - , 1111111M111111. woos • • • 41 I riall! =ME 11111U111141t1 • yormiliNt .1111•11111111111111111111111111111111111111•• DUCTWORK SEE tleciumAt. Imams 19.1••••••••••• •■■•••■••■••••■• ••• •• .11.. am•••..1.••••••••• 7 4•■ ••• •■••■••••••••.. " •••: NORTH/SOUTH BUILDING SECTION C FLOOR F4 ...41•11rim Imonew ••0••• •••• NO • me* • • • • 4 • • • • • • • • • -• • WIMP••■•■• •••••■ 41.• • 1••••••••• .•••••■•••• • ••••••••••••••■■•■•■••• .0.04•• ••■ P. 01,0•00•00001.00000.0 ala•0111••••■ •• • • •••••46.1.1wImall• 4•••■■■•■••1•11111•■•••••■••••.•• ••••••••••011•••••••• •,11:,7! r.W31MildetiA',#911111111111616Manwesastadmessmareg.WMI•o:. """ rc.t'r •• WVAC DUCTU OII1C riECHANICAL DRAWINGS • Ittegreltirtira 4-:.••10*-•,r.misre:sittricumerv...-za211:11n, •9111111atiln, 11111r7TrnakiwaSIMPOSalarr11121111Kae . I 111.1111111. . ' ' ' 'II ii ' "i giolftemumpum....___ IIIImm1 I 11111111111.11 ' ' 11.11111 111 1111r111:-L/ a '...":111.-"- 111111.1:111;1:1; =111111:1111111:111111MINIiii, ------ _,. • ••■■=0.0 , I• or -- iiilloolli mu I iwINI...a.u.a.m..........n. ma,'. ,.._,....7........ummummulumr., !: .,:, ' ::. : '.'..,':. '..:7 .. .-. CI... -' ‘. - T.:\ . ... •" 16 14Y DUCTWORK SEE i'ECi4ANICAL DRAWINGS PT - 3, TYP. 1411111111111111 11 NORTH/SOUTH BUILDING SECTION " D FLOOR F4 r•■••••••••■■• .1. • • • FLOOR F4 .00110000.000000.00100.011010 BATTERY ROCtl 1 421 1 ••••• 01.111111.00. ••••••misi•••••..••••••••••••••••••••••100•0100.10..... 4•••••••1•: •••■••••••••■••••••••••••■■■•••• awiew....r.sagsmappillsrizsa.11131MIMICT:z24=1.0117=r . aft.... • •••••••••••••■••••••••••••■••••••••••••••••••••••....aaala•alL .•••••••••. 11111111111114 1H111111111116 r l••• ••••■• •••••• .OS1.1 ••••••••■• •••••• • PT•3, TYP. CITY OF TUKWLA DEC 3 2014 PEW= CENTER %... . •••• ••••••. • • , - - • • • 0.0.• .11ft• ••••••••••••••1,, • , ./•■•••••■•••• • •11, • .t, atairtm r DRAWING TITLE: . •• • • CONSULTANTS •Ia.......11.1110•01.1•00 ••••■•■••••••000.0.000 REVISIONS ARCHITECTURE se D ATE PERMIT SUBMITTAL en/26W M &mho awl written eatarial Wain constitute the algae, and uptblishad eat of tits 1.bs Corporation and ths saw say not be duplicated, used or disclosed 1 without the written concert or lite tebey Corporatiat. iVet 11.01X• GEN. N . • • a , . • - •IRIXNIMIIIIIIIMIIIIft oab • • • • . • . • • Tenant Improvement For at Intergate West 12101 Tukwila International elycl. Tuluuila, WA POGRES6 DATE: 0E /22/00 FILE: fLOT: ! PROJECT NUMBER: CC- IC -25 puts f3Y: boe. PECKED eY: JL !APPROVED dr DRAWING NJIBER: •11.1101•110•10•10111•10100. ••••••••••••101.1111100•111•111110 •111•1111.11110•10•••■•••■•••••••■•• r"" NIG • Ir■ • 1 NC • • a • 7 .. 4 [ � V 1� • j (0 0 O N S/ cn co 0 PARTITION DETAILS INSIDE ._ : .e Scabs: 14 • . • �a 4. • ace* 1''• r-o' _____T._I - • - :: - ' 14 / 1 SIDE ASA8 REWIRED. 31 4r/Iot%.J BASE DE4I1 INSIDE FACING: � OUTSIDE FACING SODS FLUSH ON OUTSIDE 4 ACOUSTICAL MSU LATION WERE NOTED. OUTSIDE FACING METAL. STUD �AC�TI� INSIDE FACING STUD TRACK SIDE A6 REWIRED. =C. CURB IW s3 MBAR, CANT. •3 DAR • 4' -0' O.C, DRILL AND GROUT INTO CONCRETE SLAB, TYP. GOING SLAB. 4 0 ' OUTSIDE PARTITION CURB CrAll- 42 &also j11ij'•I' -D' +SCaI� 4 -O' DETAIL 35/ASO AN. Alma- ff (1:1) 5m Gue • DO* SIDES NOTC1 ED TO FIT AROIi DAR JOIST& Acme,. wit WHEW NOTED. 3 518' METAL STUDS • %. 2 OTC. SEMEN JOISTS SEALANT BOTH SIDES WERE AC:OUb PL REQUIRED. IRED. SIMILAR TO DETAIL 36/48;0 u ERE OCCURS 3 ? PARTITION ix4E4P DETAIL r -r EXTEND MOM Ala I D BY ROOF ORAN LICE EXISTING EXTERIOR BUILDING WALL cTh EtO&E EXISTING STEEL COLUMN N APO BAN :PLATE, SEE WEI L DRAWINGS PARTmON TYPE P1 2 I/2' METAL STNS • FLOOD 4 EXTENDED TO STRUCTURE ABOVE 5/1' GM, TYPICAL HORIZONTAL METAL STUD BRACE • 4' -D' O.C. • PARTITION TYPE SCHEDULE Two 1A 2F 4A rt Isms 1 Scala Will'4 Scat* I4'•,' -O• Outside Material GW'B GWB GWB GWB, Type X GWB, Type X GWB GWB GWB GWB TNi* assn Tyre d 3/8 Metal, C stud Metal, C stud 5/ 8 Metal, C stud 5/8" Metal, C stud 5/8" Metal, C stud 5/8" Double C studs 5/8" Double studs 5/8" Metal, C stud 5/8" Metal, C stud SIMILAR TO DETAIL 38/AD, OMIT JOINT SYSTEM AP, Ariz Acr s� / n't ti Gila - SIDE ONLY fir ...- bMILAR TO DETAIL 35/4S/0, _OMIT JOINT SYSTEM NUDE FACING PINIONED CELING itIMERE OCCURS OUTSIDE FACING bowsaws Death DIAGONAL BRACE MIME co1. ECIO$UE • 3 . 1 O1. 3-5/8 6" OC 3 -5/8" i 6" 3-5/8" 16" QC 25 3 -5/8" 6" OC 3- 5/8" 16" OC 3 -5/8" 16" OC EXISTING EXTERIOR mows WALL EXISTNG STEEL COLU1" W. BASEPLATE 4 BRACE - *ELL DRAWbrie W' GAO TO BOTTOM CF JOISTS ADOBE 25 25 3 -5/8" 16" OC 25 3 -5/8" 16" OC 25 4f7/Q4.J HEA E4I L PARTITION TYPE P1 3 WS' METAL STUDS • 16' 0.C. - ATTACH RAE TO STRICTURE 25 Acoustic Insulation 25 25 Acoustic Insulation f 1 I ( 0 ) Cavity Acoustic Insulation De: inside Posing G YVE GWB _Type X GWB, Type X GWB GWB Black Paint Bloc k Paint r 5/8" 5/8 45 to 49 40 to 44 5/8" 1 hour 40 to 44 hOU( 45 to 49 5/8" 1 hour 40 to 44 5/8" 1 hour 45 to 49 ) fl)(\fl i 1 ' r )( ACOUSTIC HSU.ATION, WOE OC.a , LAY ON CEILING A iOVE /COMIC PARTITIONS, VIED 2 EACH SIDE OF PARTITION. SUSFSIDED ACOUS. CEILING PER PLAN li=6. /AIL WHERE OCCURS ..----- � PER ead EDUI , - '�1yrr � • 4 P4Irfo E4/ •L SIMILAR TO DETAIL 38/A6t, OMIT JOINT bYBTEM NOTE: PROVIDE 4)' METAL PINT GRILLS • 12' AFF - 2 ANTIS Mkt 'PER WINDOW DAY PANT STUDS AND G1IB • SIDE EXPOSED TO ilt FLAT BLACK TO Id' ABOVE YAIDIX APPLY SST OBSCURING FILM TO INSIDE FACE OF EXTERIOR GLAZING;. (P1id oo MT•200X -•11 Cry) OwuJ itacii w•iD1a ly - 19' -5" WP 1200 4 -7 /a" SIM 0E0 01.• 19'- 19 -5" 19' -5" WP 1200 i9' -5" WP 1200 4s Pee Ns. wP I i00 WP 1200 4 -7/8" WP 1200 4 - -- 7/8" F VIEWED FOR COMPLIANCE APPROVED 122006 4 -1/4" 12" 12" 4 --1/4" 4- 1/4" &alp 1t • •1' -D' 8cal. 3'•1'-D' 1 • A8.0 31 A8.0 25 SIM A8.0 3 1 A8.0 31 A8.0 A8.0 25 A8.0 44 A8.0 24 A8.0 33 A8.0 25 Shut A8.0 33 A8.0 44 A8.0 A8.0 P4rIr!ot.j ■ p• PARTITION N E4f L .:2 A8.0 25 F'T AROUND BRACED A8.0 FRAME AS REQUIRED. 25 f ~ F .i AROUND BRACE A8.0 FRAME AS REOUTRED. 44 SET WALL ON TOP OF RAISED FLOOR OUTSIDE FACING SIDE FACING ACOUSTICAL INSULATION. OEM NOTED STRUCTURAL MEMBER METAL MX, FRAME AS STUD TRAOC AG 1 RIMER BASE TENANT SIDE aim Ala REQUIRED. FIRE RESISTIVE JOINT SYSTBl 20 GA, ST. TRACK FASTEN TO STRUCTURE WWII 4' TYPE S' SCIEILS • 2410CC SEALANT BOTH 6IDES MERE ACOUS. MIL MOM ACM. MIL LIME OCCURS PARTITION PER SC. 'EDI L.E, DO NOT FASTEN TO TRACK CITY OF n DEC 0 3 PERIAR ci rYI4J_ MULLION pETAIL. Scala s•.r.r M ARCHITECTURE CONSULTANTS govvovinomov REYISIOPI5 18eUE DATE PERMIT SUBMITTAL 01/26/00 All w i and aritto v material hews coratitute the I asd C orps oak or the attos and the sass may not be duplicated. used or disclosed without the mitts+ commit of the babq Corporation. Tenant Improvement for N It St i+EX- GE11 •ME r • � � �� • .. :� s " • • . V • - . at Intergate Wee 12101 Tukwila Internat Blvd. Tukwila, WA DRAWING TITLE: PROGRESS DATE: Q/1 '99 FILE: 4ht8-0.dWg PLO?: !RCUECT WIDER: 99 - 70 -23 DRAM BY: CZ. CHECKED BY: EOE APPROtiED BY: DRAWING RIVER: . .Mrw.- :.., ♦ :� " - A 11 4. 0 O O N O )R DETAILS M 1. DOOR & OPENING SCHEDULE 3/4" 1 3 4" 3 - 0" 3' -0" 3 -0 3' -0" S•: -WL) SC -WD SC -WD ST -1 ST -1_ ST- 1 ST-1 ALUM. ALUM. ALUM. ALUM ANOD. ANOD. ANOD. ANOD. 21, 22 " A9.0 21, 22 A9.0 2 ", 22 A9.0 21, 22 / A90 11 A9.O 21, 22 A9.0 21. 22 ' A9.0 21. 22 ' A9.0 21, 22 ' A9.0 21,22 / A9.0 21, 22 / A9.0 21, 22 A9.0 PR. 3' -0" 7 -0 SC -WD ST -1 11 A9.0 PR. 3' - 0" - 7' SC - WD ST - 1 3' - 7 ' - 0" SC WD ST-- 1 ALUM. ANOD. 45 MIN. ALUM. ANOD. 3 1 1 ` A9.0 4 8 21, 22 ' A9.0 3 7' - 0" SC -WD ST -1 21, 22 A9.0 SC -WG ST-1 21, 22 A9.0 422.1 A 425.1 8 425.2 8 425. ‘E> 425.4 LE> 432.1 C1 432.2 <. E> 433.1 Cl 434 1 01 436.1 A 1 437.1 Al 4.39 .1 D 440.1 A l 3 - 7 - SC -WD ST- 4 ' -U 7 - -0" SC -WD PT - -3 3' 7' -0" SC -WD PT -3 PR. 3 7 SC -WD ST -1 PR. 3 - 0" 7 - ' SC -WD PT -3 -0 SC -AND ST- ALUM ALUM ALUM. ANOD. 45 MIN. ANOD. 45 MIN AWL). 45 MIN. ANOD. 45 MIN. ANOD. 11 A9.0 11 A9 0 11 A9.0 11 A9.0 23 A9.0 SIDELITE A9.0 KEY RE --KEY RE -KEY RE -KEY SiDEUTE 3'-0" WIDE 23 A9 .D SIDELITE 3' -0" WIDE RE -KEY 23 A9.0 SIDELITE 3' -0" WIDE, VERIFY BI- PASSING CLOSET DOORS TO LANDLORD'S MASTER IN FIELD HARDWARE SCHEDULE 0 z 1 2 3 4 5 7 5 ti Usage Entry Drs, SgI Entry Drs, Dbl Entry Drs, SgI Office Doors, SgI I Equip, Rm. Drs, SgI Equip. Rm. Drs, DbI • Equip. Rm. Doors, SgI Existing Patio Doors Bi Passing Closet Doors x a ° N x x x x x x E x X 1 x x w 0 0 x a) N •-1c 0 0 -J 7 Ibr x • x x m ° x 1 0 V 0 0 0) 0 0, O E a c 0 E s) U 0 z h L. 0 U u 0 U x x x E L 4) 0 0 1 x x x x 0 v v x x x E x x x x x a 0 0 O x x i DOOR & WINDOW TYPES W M. FRAME ALUM. FRAM PER 5C14EDULE T P VISION PANEL t HERE 5CNEDULED GLASS TYPE AS SPECIFIED A 8 C t A1 C t4 Y •i :L �r y, aZ- 4� } HARDWARE KEYNOTES 1. DIMWIT TO BE PROVIDED BY DOOR MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM. 4. HARDWARE SCHEDULE ABBREVIATIONS ARE AS FOLLOWS: NRP NON -- REMOVABLE PINS ACT AC TIVE LEAF ILIA INACTIVE LEAF EL EACH LEAF BS 60TH SEES 5. RE -KEY EXISTING PATIO DOORS 1O TENANT'S MASTER. 61- P455ING CLOSET DOORS 1-1E AD ONLY, NO FRAME 2. SLIDING LATCH AND LOCKING MECHANISM BY DOOR MANUFACTURER. KEYING TO MATCH TENANI�S AMSTER KEYING PROGRAM. 3. SLIDING LATCH ANO LOCKING MECWISM BY DOOR MANUFACTURER. KEYNVG TO MATCH TENANT'S AMSTER KEYING PROGRAM. D x • t•. • r • :•ice. :r 3• ♦• i i � 1 � r JI� • �... �I L f•:..Mt4[f1�t�i�aJ•wtHltrf • 3�'�i +tiv.P4�G• ... ifirrliiil DOOR KEYNOTES 1. ALL SWINGING DOORS TO RECEIVE 3/8" UNDERCUT. 2. ALL NON -RATED DOOR LRES AND SIDEl11ES TO Of 1/4" OIAR TEMPERED OR SAFETY LAMINATED GLAZING, U.N.O. 3. WERE 0008 UTES OR SATES ARE SCHEDULED AT RATED DOORS, PROVIDE LIBELED FRAME AND GLAZING ASSEMBLY. GLAZING TO BE 1/4" WIRE GLASS. 4. WHERE OWING IS REQUIRED IN FIRE- -RATED ASSEMBLIES, GLAZING SHALL BE PART OF THE RATED ASSEMBLY. 5. ALL DOORS ADJACENT TO WALL ARE OVEN AS a" FROM FACE OF NAB TO FACE OF ADJACENT WALL, U.N.O. 6. CARD KEY ACCESS IS USED FOR GETTING INTO AREAS AND IS NEVER REQUIRED TO EXIT OUT OF ANY AREA OR OUT OF THE BUILDING. 7. VERIFY 1FNAT EXISTING DOORS ARE PROVIDED wTN HAROwARE IN ACCORDANCE wITM THE DOOR SCHEDULE. IF NOT EX15TIrNG, CONTRACTOR TO PROVIDE. • REVIEWED FOR GOMPUANCE APPROVED JAN 12 2005 1 acy o rwwm el nal% DIVIVON `q .t .} J ,¢n '►' • ► I i y:f �A. • } �. �. 5 v ...�. j V� ra rr f L' f •` .r %d'1j �pw DOOR KEYNOTES CONTINUED 8. ALL RATED FIRE ASSEMBLIES SHALL BE PROVIDED WITH GASKETS FOR SMOKE AND DRAFT CONTROL. AND BEAR A VISIBLE APPROVAL LABEL SHOWING RATING FOLLOWED BY THE LETTER ' THE NAME OF THE AMNUFACTURER AND IOENTW)CATIION OF THE LISTING AGENCY. 9. DOOR AND MATERIAL ABBREVIATIONS ARE AS FOLLOWS: SC SOUR CORE WOOD DOOR, SEE SPEC. LP LAMINATE PLASTIC F1NI9i, SEE SPEC. I'EI HOLLOW METAL FRAME, SEE SPEC. PT PAINTED FINISH, SEE SPEC. ALUM AlUmINUM FRAME, SEE SPEC. ANOD ANODIZED FINISH, SEE SPEC IRECIMIED CITY OF TUKWILA DEC 1 E CENTER • Air GONeuL,TANTS REHINCtib ARCHITECTURE mew DATE PERMIT 6LiP1ITTAL 01/26/00 M &ashes and Britton .atarsal herein constitute the Grips' aed uipibNdrd .ak or the b y Corporation and the same may not be duplicated, used or disclosed without tlhe mlttan conceit of the dabey Corporation. Tenant Improvement For S •GEN •NET r �•� • • � • • •∎ • • . • • at Intergate West 12101 Tukwila Internat Iona l SI vd. Tukwila, W4 PRAWNS TITLE: PROGREee DATE: FILE: Zama 5ht49 -04.00 PLOT: PRCVEcT NEVER: 99 - 7C- 23 MALIN BY: c CIrECKED SY:. APPROVED f3Y: DRAMs rArieER 4S.0 %OOR Sc - ;L! 144R:JA 5C0-1E:: JL ✓ OCR DE7 4 r5 ,F • WALL COW. PER • '-` bU'1. DOOR FRAME NM ' -- '- j f • I/4' OR 3/8' GLASS SEE Se'ECPICATION . DOOR PER ealEDULE PR TD I! • FLOOR FN6 4 ALUM SEE SWIM PRAMS SYSTEM SPECIFICATION Ab RIMMED T I 111) ill! I TYPICAL, U. TYR I-IOW METAL JAMS IR 1 r 1 = • HALF SIDE SCa* H1aLF 5L 1 DOOR 4 HARDWIRE PER SCHEME 1 DOOR 4 HARDWARE PER SCI48V11ILE TITION Pe ELE I fl A otIOWP4 sokrie:ZAII l f ( I I ii � _. P . - 1\ ) ALL . FRAME SYSTEM SEE SPECIFICATION 1 ALUM FRAME SYSTEM SEE SPECIFICATION _ r • I/4' OR 3/S' GLASS SE SPECIFICATION j I I �1 Hai 1 IR' CODR JAMS a $IEL I rE Ali.i.P.1. :POOR JAMS Scale HALF SIB S IB M4LF 5 0 O O N O )R DETAILS M 1. DOOR & OPENING SCHEDULE 3/4" 1 3 4" 3 - 0" 3' -0" 3 -0 3' -0" S•: -WL) SC -WD SC -WD ST -1 ST -1_ ST- 1 ST-1 ALUM. ALUM. ALUM. ALUM ANOD. ANOD. ANOD. ANOD. 21, 22 " A9.0 21, 22 A9.0 2 ", 22 A9.0 21, 22 / A90 11 A9.O 21, 22 A9.0 21. 22 ' A9.0 21. 22 ' A9.0 21, 22 ' A9.0 21,22 / A9.0 21, 22 / A9.0 21, 22 A9.0 PR. 3' -0" 7 -0 SC -WD ST -1 11 A9.0 PR. 3' - 0" - 7' SC - WD ST - 1 3' - 7 ' - 0" SC WD ST-- 1 ALUM. ANOD. 45 MIN. ALUM. ANOD. 3 1 1 ` A9.0 4 8 21, 22 ' A9.0 3 7' - 0" SC -WD ST -1 21, 22 A9.0 SC -WG ST-1 21, 22 A9.0 422.1 A 425.1 8 425.2 8 425. ‘E> 425.4 LE> 432.1 C1 432.2 <. E> 433.1 Cl 434 1 01 436.1 A 1 437.1 Al 4.39 .1 D 440.1 A l 3 - 7 - SC -WD ST- 4 ' -U 7 - -0" SC -WD PT - -3 3' 7' -0" SC -WD PT -3 PR. 3 7 SC -WD ST -1 PR. 3 - 0" 7 - ' SC -WD PT -3 -0 SC -AND ST- ALUM ALUM ALUM. ANOD. 45 MIN. ANOD. 45 MIN AWL). 45 MIN. ANOD. 45 MIN. ANOD. 11 A9.0 11 A9 0 11 A9.0 11 A9.0 23 A9.0 SIDELITE A9.0 KEY RE --KEY RE -KEY RE -KEY SiDEUTE 3'-0" WIDE 23 A9 .D SIDELITE 3' -0" WIDE RE -KEY 23 A9.0 SIDELITE 3' -0" WIDE, VERIFY BI- PASSING CLOSET DOORS TO LANDLORD'S MASTER IN FIELD HARDWARE SCHEDULE 0 z 1 2 3 4 5 7 5 ti Usage Entry Drs, SgI Entry Drs, Dbl Entry Drs, SgI Office Doors, SgI I Equip, Rm. Drs, SgI Equip. Rm. Drs, DbI • Equip. Rm. Doors, SgI Existing Patio Doors Bi Passing Closet Doors x a ° N x x x x x x E x X 1 x x w 0 0 x a) N •-1c 0 0 -J 7 Ibr x • x x m ° x 1 0 V 0 0 0) 0 0, O E a c 0 E s) U 0 z h L. 0 U u 0 U x x x E L 4) 0 0 1 x x x x 0 v v x x x E x x x x x a 0 0 O x x i DOOR & WINDOW TYPES W M. FRAME ALUM. FRAM PER 5C14EDULE T P VISION PANEL t HERE 5CNEDULED GLASS TYPE AS SPECIFIED A 8 C t A1 C t4 Y •i :L �r y, aZ- 4� } HARDWARE KEYNOTES 1. DIMWIT TO BE PROVIDED BY DOOR MANUFACTURER. KEYING TO MATCH TENANT'S MASTER KEYING PROGRAM. 4. HARDWARE SCHEDULE ABBREVIATIONS ARE AS FOLLOWS: NRP NON -- REMOVABLE PINS ACT AC TIVE LEAF ILIA INACTIVE LEAF EL EACH LEAF BS 60TH SEES 5. RE -KEY EXISTING PATIO DOORS 1O TENANT'S MASTER. 61- P455ING CLOSET DOORS 1-1E AD ONLY, NO FRAME 2. SLIDING LATCH AND LOCKING MECHANISM BY DOOR MANUFACTURER. KEYING TO MATCH TENANI�S AMSTER KEYING PROGRAM. 3. SLIDING LATCH ANO LOCKING MECWISM BY DOOR MANUFACTURER. KEYNVG TO MATCH TENANT'S AMSTER KEYING PROGRAM. D x • t•. • r • :•ice. :r 3• ♦• i i � 1 � r JI� • �... �I L f•:..Mt4[f1�t�i�aJ•wtHltrf • 3�'�i +tiv.P4�G• ... ifirrliiil DOOR KEYNOTES 1. ALL SWINGING DOORS TO RECEIVE 3/8" UNDERCUT. 2. ALL NON -RATED DOOR LRES AND SIDEl11ES TO Of 1/4" OIAR TEMPERED OR SAFETY LAMINATED GLAZING, U.N.O. 3. WERE 0008 UTES OR SATES ARE SCHEDULED AT RATED DOORS, PROVIDE LIBELED FRAME AND GLAZING ASSEMBLY. GLAZING TO BE 1/4" WIRE GLASS. 4. WHERE OWING IS REQUIRED IN FIRE- -RATED ASSEMBLIES, GLAZING SHALL BE PART OF THE RATED ASSEMBLY. 5. ALL DOORS ADJACENT TO WALL ARE OVEN AS a" FROM FACE OF NAB TO FACE OF ADJACENT WALL, U.N.O. 6. CARD KEY ACCESS IS USED FOR GETTING INTO AREAS AND IS NEVER REQUIRED TO EXIT OUT OF ANY AREA OR OUT OF THE BUILDING. 7. VERIFY 1FNAT EXISTING DOORS ARE PROVIDED wTN HAROwARE IN ACCORDANCE wITM THE DOOR SCHEDULE. IF NOT EX15TIrNG, CONTRACTOR TO PROVIDE. • REVIEWED FOR GOMPUANCE APPROVED JAN 12 2005 1 acy o rwwm el nal% DIVIVON `q .t .} J ,¢n '►' • ► I i y:f �A. • } �. �. 5 v ...�. j V� ra rr f L' f •` .r %d'1j �pw DOOR KEYNOTES CONTINUED 8. ALL RATED FIRE ASSEMBLIES SHALL BE PROVIDED WITH GASKETS FOR SMOKE AND DRAFT CONTROL. AND BEAR A VISIBLE APPROVAL LABEL SHOWING RATING FOLLOWED BY THE LETTER ' THE NAME OF THE AMNUFACTURER AND IOENTW)CATIION OF THE LISTING AGENCY. 9. DOOR AND MATERIAL ABBREVIATIONS ARE AS FOLLOWS: SC SOUR CORE WOOD DOOR, SEE SPEC. LP LAMINATE PLASTIC F1NI9i, SEE SPEC. I'EI HOLLOW METAL FRAME, SEE SPEC. PT PAINTED FINISH, SEE SPEC. ALUM AlUmINUM FRAME, SEE SPEC. ANOD ANODIZED FINISH, SEE SPEC IRECIMIED CITY OF TUKWILA DEC 1 E CENTER • Air GONeuL,TANTS REHINCtib ARCHITECTURE mew DATE PERMIT 6LiP1ITTAL 01/26/00 M &ashes and Britton .atarsal herein constitute the Grips' aed uipibNdrd .ak or the b y Corporation and the same may not be duplicated, used or disclosed without tlhe mlttan conceit of the dabey Corporation. Tenant Improvement For S •GEN •NET r �•� • • � • • •∎ • • . • • at Intergate West 12101 Tukwila Internat Iona l SI vd. Tukwila, W4 PRAWNS TITLE: PROGREee DATE: FILE: Zama 5ht49 -04.00 PLOT: PRCVEcT NEVER: 99 - 7C- 23 MALIN BY: c CIrECKED SY:. APPROVED f3Y: DRAMs rArieER 4S.0 %OOR Sc - ;L! 144R:JA 5C0-1E:: JL ✓ OCR DE7 4 r5 ,F • c > � ' U y Z cr y - ` >"'-( c, 0 C) MX% OggV r 0 r( �� o c, _ m X� x ZO OgAqe 641 0 • •t�•i'7'•.�s� -'�.� . • .,w'M'•"'wAR.. �.. 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NM SS3308d 3HY 31813313 3H1 9MSn 031180383d 38 11V11S 1331S 9N3103N631 10 9t41013N 11V T (SSY HO IVY SIN') S300813313 XXOL3 HS3H3 A 110 351 'S830131 03138833 A1NO 3611 '90LY N1ISY H1MN 33NYI1dNNO3 S31Y3a1N ONV 0110338 JO 11331013 3141 01 03111N66 SI 3036311833 1118 r 55311(1 03133'3H 38 11tH 521¥8 maws 030131 09 30¥80 1111 1(9oiv raw) 09 3GYta 211 (s19v IiisY) Or 30YHO S1YI831VN 'Z .1331S 314 011014138 3003 91%0131 1V8n10nnis f't0 s v /ISNY.:SOHrONr1S 33131131311 '1 ON1013M 1331S ONIOdOJNl3er A • • .r•. 11.11111■ ONNINl mum Err r - = a - orowi 1 1 1 1 1 1 MOM Jo 3d0OS •S300813313 OL3 A80 3S17 '11()1311'1 131114 510nNUNO3 ,ill 38 01 3dY 031J13315 ION 501311 U30131 031411133 A1N0 3S11 ONY 11 (•10 ONY 1 53003 SAW 341 01 wHOINl03 '1 ON1013M 1331S 1bdn1Ond1S '3MM3008d 3213 0317ddY A VHds 30 NOU YOIlddr 11814NM 4YH1 S7V1831 Yw 831110 ONV Sl NY31H8n1 9111108 3101138 't 'S300813313 013 A8O 3511 111111I40 131114 SnOnNMINO3 .f /L 38 rims 031J33dS ION S0131M 'S83013v 03111833 08YM A8 38 17VHS ONY '53003 SMY 3111 01 11103%03 71vHS ON101311 11Y '24011'0131110038 S.838013V3nNYw 111* 3314Y08033Y 13W8IS NI 0311YISNM 38 11YF6 ONV 'S3dA1 ONILY3IONt OY01 J135 03A08ddr 8331413 38 11YHS 51108 Stfv ALSY llY 0310N SY 3S-9M 'ISM 1Y31dA1 LOfY fISY - S1108 (ISd 000'9( = A3) NV n1SY - 1331S 83110 11Y OS219 ZLSY RISY - SMY38 aNY sNlrnlo3 39NY13 30111 S08Y0NY1S 9NM1101103 3111 01 .803.103 71'66 13315 '51108 06tH NO BtfY IIISY 3N611 SLtIO' 1v8n13n815 HO3 NOU V31.103dS T 'N0I1103 IS31 Y1 'S390189 ONY SONMOUne 1331S 803 33113YHd (WONVIS 30 3003 Z (101530 SS38LS 378V/A0 ) NO11103 1116 'N0IL3n81SM03 7331S 30 7VONY11 1 SNOU V313I33d5 aw s08YaNrls (3SIY) 101311815N103 1331S JO 31n1usm NV31831'1V 3.11101104 3111 H1M% 33NY01033Y M 38 11Y15 133LS 30 110113383 aN1r N0U V3188V3 1331S Sn03Nd1130SIW ONY 1ddn10ndls' 1N3133d04 M31 1Y1NOZI80H 17V 804 S8Y8 131803 301408d '0310N 35111831I1O 55311(1 'S831311Y10 BYO 9i SITYB M 080/4138 Sn0nNIlNO3 dYl :dY1 ONY 5330dS ''1 IN3133803NM38 snoseu 3N31Ad08dAlOd S83813 m3NO3N13d 09 30x83 '919Y IrlsY 1331S 9N4l3803NM38 S1VI83LVN Z (I-c6/0 33113V8d ONVONr1S 30 1VaNYI 683 09-4 .'vnsv. ONI11Y130„ 13Y S08IV&4Yls 3311383438 1 1331S ONIOd03Ni3d 'S3N3NM 9 801 1 3Yd5 MO NIVHI SS31 38 ION 11YHS SHLJNIP 3311c1S '581 V WISP 01 111103.403 11VHS 3188V4 MIN 03013A 01d8d.d 3?61 03013M 3831431SYi 171 NO S180d38 0831 11118( 1'103 03AO8ddY 80 11114 18 038013YInNvw 38 11'16 S183SNI 31383M03 SId3SNI 313d0NO3 '8341V31 0700 804 89O( OV HIM A 1d1103 '83141Y311 10H 804 840( OV 111111 A1d1103 S3w38LX3 83H1 V311 'L linMON3 Ib83 1VA08ddY H018d HIMN 'NOUdO S.8013Y8LNO3 IV 0315(1 Y 38 AYR NNOHS 51NIOr ' 1NYH3 311(110A 30 5133333 31$1%181 01 9NUN10r 30/1030. 30•08d 0N4((NIOr '9 AM NON SAVO N3A15 804 151011 3131131403 d33N 101 11111 A 1dd103 3112.113 '9 S38111xlNNOY 03A021ddr 9NMSn 18 0313143' 38 AYR 1119.13815 A18v3 H3114 110 '135 031031333V '411(115 831 V3H9 'dein1S 3Sx383N1 01 x n 01 MI x11 OOv ION 00 'HONK 3110 SOW 80 Sn1d .t :don1S 't SONIM Y80 1'11(11331 *0HY NO 3S11183HL0 031Y3a141 55311181 1 53303 MAO= 3 03S0dX3 TN 833.'113 WM Y 301i08d *10C - 13Y HIMN Ald.103 •SNt3Y1d t' 83101 3ov3Hns 3384 SS33X3 80 NOU V33b13S 1(1011111 033Yld 38 NY3 IOW XIw 318'x8011 35130 x 331008d Ol SY Hans 38 111115 1N3/133 01 11¥93899¥ 10 SN101180d08d 1ll1 03A08ddY 3141 M 0313133dS 831 YM 30 1110111► 311 0133X3 ION 00 '10E WO A 1d1103 3MX1fl 't ISd 000 ' BYIs ONY ONIdd01 )030 :S 4YO 9Z) ULON38LS 31383N00 11(118111 • 381 'etc-431 101 -0Y •SOHYONYIS 331383338 '1 31383N0i • w • • •te • 'Nl0113n81S1103 01 6018d 833NION3 3111 01 91%1111 NI 0310N 38 01 3NY S1N3R(1300 83H10 ONY SOW Y80 7V8n1on81S N331138 ON1103 S30NYd383S10 'NOII VTWISHI 01 8018d 3 39NYHo 01314 11Y .10 833NION3 AJUON •N0110f1211SN00 0.800 S83613N lr?11110n81s 71V 40 9N13Y88 ONY 9118015 31 Yn030Y 3008d ONY 01314 NI SNOISN3N10 17Y A3183A • 1 SNOII.ONOO 1V103dS •S911111rd0 lr8(1lonsis 3S3H1 NO (1311Y130 A11Y31J133dS 5531N1 '5I1311 113(15 804 113 38 838.1311 1rsru3n2Us ANY 11YHS 80N '•313 'SNIOuv0Nn03 V8r1S NI 033Y1d 38 ION TIYHS "313 'S1n0 -)13078 'S3SYH3 'S13)30d 'SSNIN3d0 'S31331S tow 'S3dkd "5t •N1383111 033N383438 SOHVONYIS ONY 'Coen) .3003 owing mom., 3111 30 1011103 L661 31.11 30 SN01SIA08d 3111 01 33NYNHOJNO3 NI AsiSn0NI NOu3nsiSNO3 3HI 19 33110Y8d 0000 SY 031d333Y dIHSNYN - )l8 * ONY 'SOOH13w 17Y1831111 HMI 3NIOa 38 11YHS N0113f181SNI03 11Y 'f1 110113nSiSNO3 01 HOIHd 833N13N3 3141 01 9N111611 NI 0310N 38 01 381 SI N311O300 1131110 ONY S3NIM'80 1Y8n13n2LIS N33M138 01(103 S313NYd321390 T1 'NOLIr17VISNN 01 HOW S3ONYH3 0134 11Y 40 833M9N3 AJUON 'N0113(181SNO3 ONMHXO SH38113M 1YHfn3(kus 1111 30 3N0Y88 ONY ONWO1S 31 rn030Y 301408d ONY 01313 NI SNO6N3R10 111 A3t83A 'ZI SONNIV80 1YHfn3n2uS 3111 HO S31ON 1YH3N30 3S3H1 18 0383103 ION NIOU Y.110JN1 803 SSNMN Y80 1111)1331 I138V 3111 01 81131 "Lt 'AlddY 71V1 5 1N3N3N0038 1N 1S 38011 341 1131110 SNOUY31303dS 80/ONY 'SONMNr80 `S310N 341 11310 SIr130 1Y31d41 ONY S310N 1r83N33 63A0 33N303338d 3)1111 17YHS S11Y130 aNY S310N 313133dS '0L 11801 3111 30 NIOU8Od ANY 83110 AIIHOl11nv Ot 383X3 S37N3Jr ONU'in938 831110 17Y ONY 2661 '3003 ONIIInB M801Nn 3141 30 NpU103 1S31Y1 3141 40 SOBYONYIS N(R11M1 3111 01 11804NO3 11YHS )IRON 71V '6 ')t8Qt 5111 18 0313333V N0u3(181SNI33 10 SIN3M313 ONY 91803 .i0 31180115 ONY N3N)1801 5111 803 3N401033Y3S ANY 3S1483dnS ONV NO530 01 833NION3 1Y8n131181S 03SN3317 r 40 63311835 3111 304 11YHS 8013Y&NO3 1Y83N39 341 'u11186NOdS38 5111 30 1Hrd V SY S311n03308d ONr S33N3(103S I S3nOINH331 l5001u3w 'SN'3w NO13(1815.103 804 318ISNOdS3H A1310S 38 11YHS 311 aNY ACM S111 133810 ONV 3SNH3dr1S 11YHS H013VHLNO3 311 S' '3Hn13ntus 3141 01 55381510 3SnY3 80 31nU3r1Yls 3111 30 111118Y1S 341 833NVO143 ROM NOIN1d0 SIN NM U31N* 10111103 ANY 30 83314 N3 1YBn[3f)81S 3111 ONY 133111138' 311 A31L0N 1131 Y103RMI 11Y16 11013.01103 341 'L SONMNY80 3S3H1 NO S1IY130 HO 'SN011335 ''SNVld 114084 a31Y3S 38 ION 11.116 SNIOISN3110 9N DRION '9 VW 8Y1Nr5 H04 SY 3RVS 3111 38 17YIIS NOL31HLSH03 341 ')1H31 311 30 18Vd ANY 803 NN015 ION SI 11V130 313133dS Y .11 'S '.S7IYI30 OHVGNVIS. 80 /ONV .S3LON 1YH3N3J, 341 SAO 33N30333Hd 3)IVI 11VHS SON* V80 1.11(113(1216 3S3H1 30 S11V130 ONY S310N '13113.103 30 35V3 NI 't 113&0111 OS xdOM ANY 41MN 90233308d 3110338 833M9N3 1'8(113(1815 3111 ONY 133111101¥ 3111 30 NO1IN311 r 3111 01 &1111088 38 11VHS SONINYBa 9NI .ION 3111 30 5113.1313 SnOt1VA 3111 N33N138 SIOI1JNOO HO SNO1SSIIIO 17Y V 3313NYd38390 ANY .10 91%11211 NI 0311110N 38 A131YiO31M1 11Y1S 833NIJN3/13311113HY 3111 ')1110% 1NU8'1S 380338 SNO1110NO3 3115 ONV SNO!lYA313 'SNOISN3r110 111 A3183A 11YHS 801;161NO3 3111 't 1 )110N 311 111W 9N1033308d 380438 ONM3 AYR 3H S313Nrd383Sa ANY 30 8331 ION3 lranlon&ls 3141 AILON 11YHS ONV S9N * YH0 1YHn13n8is 3111 3N11YX3 1116 13 V& N00 3111 't SNOl1IQNO3 1d83N30 f 3Nor " 3111S13S •0Y01 3111 .1Sd OS Snld 513316 1'.1(113(1215 NO 100115 SOY01 1 N3RdIn03 11(11 3 r Sdb01 3A11 No11103 c661 - f3eN 3003 None MAO :3003 S31ON 1d2i3N3O f _ 15' -t1' 15' -8" Y 30' -0' , _ I `./ X0'-0' �/ CUT OUT PLATE OVER EXISTING 1 16K5 JOISTS (FIELD VERIFY LOCATIONS OF JOISTS) °Q8 NuMBER 00056 DESIGNED SY SA DRAM BY Jo CHECKED SY RB ATE 7 -26 -00 E E; Ny EiER S2 EXIST •n+ FLOOR 0005662 • A36 JL 3 1/2'x3 1/2'x3/8'x0' -5 1/2"— 114 CONNECTION DETAIL �••.; X.- - . 1.r.•3 N'—(2)7/8'. • DTL A A325 BOL CONNECTION W10x39 70 GIRDER SCALE 3/4' = 1 0' SCALE 3/4 = 1' -0" TYP , 0 V <BOTH swEs 6" Ti t 3/4 TYP COPE TOP- FLANGE TO ACCESS WE TS BEAM REINFORCEMENT w SCALE 3/4" = 1' -0' 7 (5) 3/4'r A325 BOLTS 1111 i AT3 O 1 1/4" END DISTANCE I AIL 11111111 ' MI18x76 1 1 FOURTH FLOOR FRAMING PLAN (F-4) ® uPs 0 BATTERY Qc DC BATTERY pp cT QE RECTIFIER POU QC SY5 CONTROL QQ Exr MAW ..L5/16 "x3 1/2"x3 1/2'x1' -2 1/2' A36 TS COL /WF CONNECTION SCALE air . ,•_r • WT= 3000 Ib MIT= 4000 Ib WI= 4064 Ib wT= MAXIMUM OF 2400 Ib FOR CROUP OF 3 CABINETS WT= 551 Ib wT= 1050 Ib MIT= 2400 Ib WT= 300 Ib 1/2 B FORMLOK 20 CA BY VERCO 4' TOTAL SLAB DEPTH REINFORCE IMTH 6x6- W2.9xW2.9 MAMF AT MID -DEPTH OF TOPPING , W10x39 (X) = MERE (X) MEANS NUMBER OF MS PER BEAM EVENLY SPACED. USE 3/4 "Ix3 1/2' CONNECTION DETAIL SCALE 3/4' = 1' -0" • NORTH EXIST 4TH FLOOR EL 153.00' DE TAIL A BEAM SPACING 30'_0' CONNECTION DETAIL f8:killaf....0- ....hiYlf.'' :4QS, " 'ric;.:x ...,....::4a ::a • .� :.3.+c1� pM �a2Yd:'w:6f>� y- .. ��l'C • :SNoi.II:•c<.. • A 'el . ."( 0 4 1 411 . .. ..••1 l 1Lilir, .i.., .... �O.Y.':.�.', . M` 1 14.4 : Citi OM - :�;s.:. r,:•af"Y�..t. Ss '�'` -i'L ' f - Y :. at—T. .....�.NY.I)) r... • . %� .C''vf>7R!'S ` ilf'S't1�[!t( eJ• /". :V.V.. &a.»: 4143ki 'Rg •:i'.::iA;: 13 `Y.116�►.Y, >.z .k,...a 's vY.`N ifi�illrt Xiry .'..0 %.4:1ati..6'., +Pip?'.•. L.f .a•Xv:.,.- .:rSnL.:11 ....i,.n;Xy:'c. fA.a.).i SJ�•.V :,c� •1:i. f*., 441gr . Y?t�'fff'l1lC %.,14,1tN Rr aYar! Oil S. i!• s+! ti? C: 6Xs?,: �c,^, x,-, z3f: 'b "` ^. �.af'.;•rA °�;T:�•Y:•'.. Nm:. 14K3 AT 3' " O.C. MAX • y l f W y - - -'.. - - _ W24x68 t.,..._ ._..1 16K5 AT 3' -9' aC. MAX 324 ion 6c W24x68 �� .� �.• t . ._._ ._.. l.._.._. _.. i .._.._..__J • SCALE 3/4' = l'-0 1 REVIEWED FOR DOD COMPLIAN ADPQOVEO JAN 12 Z005 Gay "fUkwlls BUILDING DIVISION 1 1 1 3/16 CONNECTION DETAIL EXISTING TS10x1Ox3 /8 EXIST �TM F�ooa SCALE: 3/4' = 1•-Or' Nt1.0 TO Exls TINc TS w CL lif; ifigX fa 1 /4 P iggEs W ilz LaJ Z W o m � V 0 w z w l Z m � 0 � ~ W J t 1 . , >- z d 0 o < < tr VI • i • 4 P r. r r� Na • E. A are N1 1 m cn • § IP "§.1 PERMIT SUBMITTAL -NOT FOR CONSTRUCTION ROOF PLAN NETSTREAM TENANT IMPR. BUILDING C 21(6 NEW MII5x25 24K6 W18x;45 r x.: • • • • .rs �,k3�ipfuc • Z• 'i W46x2v 2x14 12x14 ►18x35 alKb 24K6 4X22 W14x22 4x22 W1 4x22 WI 4122 NEW 14x16 W16x26 W14x ?.2 iN? 4x22 POGGEMEYER DESIGN GROUP CONSULTING ENGINEERS NORTHWEST DIVISION 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827 -5 §95 DA TE RE VI SION I°. ANY INFORMATION OR DMA ON THIS DRAWING IS NOT INTENDED TO OE IMITABLE FOR REUSE BY ANY PERSON. FIRM, CORPORATION, OR ANY OTHERS ON Ex1EN90NS OF THIS ACT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE MATHOUT MITTEN VERIFICATION MO ADAPTATION BY THE ENGINEER FOR THE SPECIFIC PURPOSE INTENDED VILL BE AT THE USLR'S SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER. • ,.- 'war, .• EXPIRE SNEE- NUMBER OCTOOER 24, 2000 _SIC IED BY SA 06 NUMBER 00056 CHECKED BY RB 011056S4 COPE EXIST SEAT AS REO'D TO ALLOW NEW MO MEMBER THRU TO R If 3/16 - EA SIDE NEW END PLATES ,SECT14N A 3/16x5 EA SIDE NEW END PLATES EA SIDE • 0 P 3/16 17 IELD TO VERT 3/16 V2 MIN < FLANGE OF TOP CHORD, TYP NEW DOUBLE L 1 1/4x1 1/4x3/16 (12)PLACES NEW END PLATES EA SIDE 1/8 (/1 1/2' MIN N EA P END • 6 NEW DOUBLE L 1 1/41 1/4x3/16 (8)PLACES WELD TO VERT FLANGE OF TOP CHORD, TYP 3/16 1/8 (/t 1/2 m1N<TYP EA END NEW 3/16'x2"x4' -6" NEW DOUBLE L 1x1x1/8 AT EA SIDE (4) PLACES \ (J56A) 24K6 JOIST SCALE 3/4" = l'-0 MELD TO VERT MIN FLANGE OF TOP CHORD, TYP NEW DOUBLE L 1x1x1/8 (4) PLACES NEW 3/16'x2'x10' -0' AT EA SIDE 7:\ (J58) 16K4 JOIST lEW SNORING REQURED 'BEFORE RETROFIT Of EXISTING JOISTS NEW 5/8 -6 AT EA SIDE NEW 5/8"1x13' -6' AT EA SIDE NEW 5/8'1x13' -6' AT EA SIDE NEW 5/8''1x13' -6' AT EA 90E w s/s'�ir -o' //_ EA SqE NEW 5/8'1x12' -0' AT EA SIDE (J56) 24K6 JOIST SCALE 3 /1' = 7' -0' (J50) 16K4 JOIST SCALE J /4 = l'-0 NEW 3/16'x2'x1 r -10' AT EA SIDE NEW 3/16'x2 x10'-0' AT EA SIDE (J57 AND J59) 16K4 JOIST SCALE 3/1' = • 1 \-COLUMN C3 TEMP SNORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS TEMP SHORMIC REQUIRED BEFORE RETROFIT OF EXISTING JOISTS 5' -0" MIN • • • r • ‘\ NEW DOUBLE L 1 1/4x1 1/4x3/16 TYP TEMP SHORING REQUIRED BEFORE RETROFIT OF EXISTING JOISTS TEMP SHORING REQUIRED { BEFORE RETROFIT Of EXISTING JOISTS W18x46 OR W16x26 C3 +03 (5)9'0 HOLE AN w1 (5)8 HOLE NN wre 18 0.C. TYP .......... .... _ ............. ........... _.._..._ • • - HVAC PENETRATIONS AT W18 OR W16 SCALE 3/4' Polk- O4- AT ENDS OF BAR TYP 5/8'1 G 50 BAR, TYP MELD 5" AT EACH END AND 2' AT 12' O.C. MATCH PANEL POINTS ALONG LENGTH 2 -12 -MATCH PANEL (3 -12 POINTS TYP AT J50) SECTION (SEE NOTE SCALE 1 1/2* = 1 -0" 4 ALONG LENGTH MATCH PANEL POINTS, TYP NEW IMDE FLANGE MO PER PLAN 3 16 A T END OF BARS, TYP EA END 3/16 17 NOTE: MINIMIZE CHORD WARPING BY *ELDNiIG BOTH 5/8'• BARS ALTERNATELY AT EACH MELD POINT LONG LEGS BACK TO BAcC TYP (2) J s EaUAL �p 111111IND 1111111.10 FIELD NEW BETWEEN JOIST TOP CHORD ANGLES 1 - EXISTING JOIST TS 4x4x1/4 SPLICE AT BRACE 25 CA GALVANIZED V -U1( 32 STEEL SCREEN WALL EACH PANEL 10 SPAN THREE BAYS / F 2 4 Ham! 14 KM -PRO SCREW AT EA VALLEY. EA SUPPORT AND 6' at AT PARALLEL SUPPORTS 3 1/r0 51D PIPE FIELD CUT TO t' - 6' Avow ROOFING, VEINY SECTION SCREEN .WALL SCALE 3/8" = 1' -0" SLa AT BRA(, (z) Eaua �r �p If 3/8x4x5 SECTION SCREEN WALL SCREEN WALL BRACE OR POST • REF 20/S4 SST PER PLAN SCALE 3/8" = it 4 1/4 V/ noueLe L 1 ,/rX, ,/rxi EXISTING JOIST JOIST REINF FOR SCREEN WALL SCALE i i/Y 1 PER PLAN 26 GA GALVANIZED v tt+c 32 STEEL SCREEN ww. EACH PANEL TO SPAN ATTACH Y MIN KIIK-PRO =DS AT EA EA SUPPORT A QC. AT VALLEY, ID 6' PARALLEL SUPPORTS 3 1/2'0 STD PIPE FELD CUT TO CONSTANT ELEVATION APPROX 1' -6' ABOVE ROOFING HIGH POINT C1TY T � WILJI DEC 8 3 20.4 PEAMIT CENTER 0 gel E 0110 ats cfl gcv geggs w' W 1 P W Y- <uozo W Q gPXN 2-6 co -c«MZ Zit�u'f 1:21_1 c:) E4 (D4 >"1.4 n N 0o Iln ■••••••• *lacy DT4-413 sr% • .1-, 1.`• ••••■••••••••• E1114: CROMON1TE 48-11 4.6 KW \277/1/60 MOUNTED IN CABINET UNDIR L IN'S I SINK: au-41 SL-17519-B-GR, J-35 CRUMB CUP, 'FAUCET: KOHLER K 15171 -P / \ 1 ,3k4 DN 14 WAU.. TO SINK & EH vnt w DK t 1 DT2-174 L r I - r - " r --- • -• - • '11 1 • . I • 1 - •••1/4 • . -..J ,/ / - T 4 7• • r• ._i_ _i_ r7 7. 7 -1 1 _1' - 71" -- 1 .,_ ., i EL, , , , , , ro, ......... ................ ffil _..+.. ... 611. ....... , -1 '-,---c......t.._-..-.0E-tiF.,,,- 4 , ri....." / ir---1 ' • K r--• / 17":" 7 ROOF .. L . I L _L... .J ,, ., „ .,. „ . 1. 4..- - 1 4 - 1 .--- ' r - i • ■ i ■rtTh i irai ! i i i Ei2 L....i_.....i._.j ,....._.i...._.i.......i i L....J____L ..i ..___•......• •••••• • •••••••••••••••••••••••• ..t.• i -4111111114111111111WWWWWfirlatgfrall*TeVIBIKatase . -- = :_---- - i.• -- ".....7- . ---- 1 • ' \ / . 11 : ! \ ' -. ,?.._. r ! mr.- \ // 4 L8 i r ..18xio .,.. ow um 1 1 1 -*YPIcAL L.4J . (y_L 1.------r -..- . ?. t--- 0 5'-0" x 10'-0" X 2'-0" HIGH (lNSIOE) SHEETROCK R/A PLENUM BY GEN. CONTRACTOR. OPEN 0 ENDS (TYP) NOT TO SCALE k 2 ) WAU. SECTION /FD 24x18 TRANSFER • • I t 2411 24' UPTHRU ROOr r, r • -r / • 4- - 18' o EXIST 1 L8'-0 MN. coRR i ..A.S.11•11.11. L cEd r - S/FO g o, TRYISFER .n, i (FUTURE) --_ :7. W/S/FD - 1 ' - R .•--'--/-'• (TYP 2) • 1 , ri i! ! , ■ e-4 - 4...h. I i _._......e ii !, i: -----i.. i 1--- h F-.----r i 1 -I% • I, $ ' - • • . i..,_.. L.......i Lo..y . i :i.3:..j [6:1 r - 1 , • • - z-ROORNG DECK .7"----SEAL TO ROOF Dm DRYWALL FRAMING & GYP. BD. BY G.C. • - 1 2 Milt CLEAR 0 BEAAI ; it (ON ROOF) 1 .1 (5) 910 HOLES THRU NEUTRAL AXIS OF DIST BEAM ••■•••■• • --asseass;r: -amosimaimsramosam omorl -- 1111111W - -- t , . 7 1 1--:7i -. 96'130" (INSIDE) Ell rg I 0 C3 • • ; 1 4 "W CONNECT TO PLUMBING CHASE ON THIRD FLOOR. .. - - . i OF THIRD FLOOR (BELDW) __ ,-., „...t - -,- i - - - -- - - FUTURE i j 38*X48' UP 'TH RU ROOF Lo3 it_ii FUTURE 38N48" UP THRU ROOF `„' - • I ag 42 % I FP . • ly ... • - - - r _rz ... . . ------ _ * 26•0 , P - -k -7E1 - - - - --14 4" .i` rr - ' uruRE) .11 • FUTURE 5'-0' X 10*-0' X 2'0' HIGH (INSIDE) SHEETROCK R/A PLENUM BY GENERAL CONTRACTOR. OPEN 0 ENDS (TYPICAL 3 PLACES) 1 1 - 11:Lo. ,28 t e r-- • „ .• •••• -r " 1 L - 6 -•• 0 ••••■••••• . . • 2 mum BY G.C. - - se=s-ar•-maLar - - WM -0311( tJ u..31 0 • •■•••••••••••■•••. 1L v.. ...Am ,•• • ••••••••••••■•■••• • •••••••• •••••••••• • ••••••r•••••••• R/A DUCT UP TO EXIST AHU-4 (SEE S & C MECH. DWG.) YAC4041 - EAST 26"x54 ° SUPPLY0i - 1'0 A/" EXIST AU-4 (SEE S & C MECH. 1. sl I S OW MP L. • • • 4.0 • • • 0 41 41 v • A 6 a •1 • • • • • • • • a • • • 1 • • • 1 • • VRAiii. •••••■•••••••••••••••••••••••••••••••••• ••••••••• ••• • • R/A SOUND FITTING 48"x24" OPENINGS FA. SIDE 41 • •••••••• - /4 • • •••••••••••••.• •••-••••••■•••••••••••••••• J lt FUTURE 38 r - - -- --- FUTURE 60"x36" TRANSFFR WITH, S/FD (1w 2) 4e 4 -'- if 4 • • sec • .+. • • ••••••••• •■•••••• 4' 4 " 1 il C3 (gi ( FUTURE ) (FUIURE) 7\ L.- • -I .1 1 1 f (FUTUR 11 u - 4 j r - 1 „1 !- 2610 4-P - ' I ' / 28 4) ( I • I 28 . L3J - j g.1 • oinuRE 03 $ : 4 4-11 • •-„, : . , • --1 • • L _..j 1• r es, 1 1 1 1 1 • L 26-• . 2, • : I 1-e I °RIR° 1 • I L / • • r - - e • rT1 ' I - 1 • 4 1, r . / 1_4 • 5 r GYP, BD. PLENUM BY - , - is r,Y- p 1 - i ! - - 71 .. - . 1 r* „ or • - •! 1 , ',. f • , i; A <<>> ■ . S/FD 1: : : - .. -1 ./ t_ GEN. CONTRACTOR I c RC4•1 P'2 .. ..1k* , ‘ 1 .; ii ' . ' 4 1, 1 - - *1 : ! . ... ! • ••- I- • .1 - ' . 1 - . , .. . - _., I , i 1 t ' ,..ert _ a :.- .-- ,... -------, -. --..-.4,_ .--,_,,,,, „ , -k 0 ii.t, 11- r. t./ s I... 1 ' 11.. _1r f l I i_ ,..i ._. • / 1 4 .. i . rn . 1.... ...-4' 1 1..-..- 1 :..4: 46..,.. _ .. ,1_....., _..._..4 / 4.. _ / -, ... " / • - - -. - -1 F ... 4 .. _ ii 1- _3 T. 4.... ....r i it Ls • i - -, 1: 0 : g C3 tn , , rI ..:1- It 1 .... _ 1, .: IL al. , I e . .... 1 _ ....... •,, 1 l' e 4 ' t - i --- I - :1 ' - . --a . ...... -Y C '' . ' _I ' i i ` 1 7 ri I. L .1:1 .,, 1 / i..1 • , • , r • v !: , . • . (i) NI • 1 • • ... ..7:3‘ - 7.7 -i Y._ ...L2. 3. .....2 ...ii ...,.. . r*• r , - 1 r - i / f ---- 1 ; r- -: j r-1 r C3 l.r. • a.- s 1 . . N. t ' ' • • r / 1 11 . - fi ir -, *-- I. ,-0 I, 1 • s. • 1 7 i 7 1 • 1. 1 : ..e ;..4 • • , I ..-- .... Lti 1 6 i 0 • .... 0 @i 11 LY._ ••- -1 1 ' 1 1 4 l 1"...... -r . • . : : - .. , . 4 • t. : e..• , ..., .. • 1-.. r -, .. ,,___Lti-_ _ .....,_ ., -1 c 1 • • - -p. ! ...I 1.J 1.' " t h 't „f N'‘ 1 - .-. 4 .( -1 . n -:-;;■:. j. : .... N. • 1-..-..-1 r . .. ........k . , t__...; 1-..-.. , 1 i 1. . ` .i... ,..1-..--:_ f-..-..4 1-.. - -.1 ' . . ..-j I 1 -.:1 Li ..___y ` ---J • L. ....._r' . t..........; ., . , . ,, , : , .. • 1--- ' I. - - 1 H -......-i i_._ ...I L. -- I- .- V .4 '4- - r i.. : 4....__i L... El 01 ff.) 0 ; g a ig i 0 El - Elj [CA • • r . -, --• - I \ I! s ..; ,---, 1,13.4 FOURTH FLOOR PLAN - HViC PLUMBING , . . , e• 4: lb w• • ti • as • ft 0 •*. • 4.1 4? 41* 1 t • • C3 1 , r ---r r; ---- „ r - 1 r - 1 - 1 ,:, r" 1 • • • •• v 1 - .1 It : 1 ----- 1 . • , ea ,i , • .1 . *i 3 ■ I . 1 • k- - 1 '‘ 1 .--. - " 1 1 - ".. I I - I - • 1-. • ..• • . • 4- -1 L. __.), •i.,...._i ......_.._.; i....._.._i t ____Tgo,_4_.__.__..._.__ _.... r-- _ _ --r osir - mesommemeorgamptimm,mamesdeg.R.. _ ...... __... - _ -........ _ ._____ ._____ , • 1 1 -.-- 1 f -- • -.4 • - Lis :77 L..._.;...3: t. 1 ,' g 4 r :T • , 01 C:1• • WO 11, 1 1 „r rri - 1 : ..- • \ I - --- P1 r . .i. 0 F...-1- ; 'F.----1 %i_. .......i ' t IC ();_i • • ' e l • se `t ,1, r -- N 1 • ‘. La • i•J 1-) „ • • VAV- 1 VFPE-2415 1720 MI 709 CF111 • 011 --- ------- - 4ir • 0 • • se • • 11; a• VN-6 W�- 458�V 4. 4 1 C.. ------ • 4 4 • 14 • • A • 4 est V-2 WPE-0604 34a m4 266 CRI fit 4., VAV-3 VFPE- 1107 513 CFM 443�) r.) A WPE-1101 588 MA 354 -4 EC-4 I W/SOUND W. ••••••••••■•••• • RECEIVED CITY OF TUNW‘A DEC 9 3 21.1 PEFIMIT wan 1 MKS: 0316-Th7 ■.■ • AIL t• 4 . SABEY CORPORATION (l 0t4SULTANTS REVSIONS PROGRESS DATE: FILE: PUN: PROJECT NUMBER: DRAWN f3Y: CHECKED BY: APPROVED BY: ORMING NUMBER: Controctots Ond Engirows 5005 3rd Av. South P.O.Bost 2067 Soattle, Wa 98124 pp. (206) 762-J311 lac (206) 762-2624 5400 NE Columbia Ad Pttion4 Or. 97218 photo (5a3) 331-690.3 fair (5OJ) 331-6903 PERMIT ISSUE 7/26/00 ISSUE DATE 7/2 6/ 00 d_ aid vase niebrid spawn q herein ceratitate the MIMI S wo q aid impalkhed rk of els ab arid the eseie may riot be duplicate& used or= irNhout Vie within conceit of the Salm Corpration. Terk9nt Improvement ror iwt'rStre . .24101111 • • -.• at knergater West 12201%0110 International Blvd. Tkuila, UJA DRAWING TITE: F�114 FLOf? PLAN, 4/AC • ` 7. : • ' ‘. • ' .10 ast 4 (Th 1 /2"NPCW, CONNECT TO HUMIDIFIER (TYP.) f 0 26'1 ON 26'1 ON 26'1 ON EC -1 7 1• 24 "1 ON 32 24'1 ON 48'0 ON 3 /4?IPCM FROM ^� BELOW ROOF NPCW NPCW ON THE ROOF. PROVIDE HEAT TI1PE, INSULATION & WEATHER -PROOF JACKET r —. FUTURE 38'x48 ON �R 1 , 1 1 Y EC -2 FUTURE) 1 tl r 1 /2'NPCW. CAP FOR FUTURE. r— IX -2 I (FUTURE) • 11 1 1 1 1 1 1 1 1 1 1 / 1 1 1 �1 1 / 11 / l / 1, / 1 1 I 1 L - - -- - - - - -- 2J 1 ( r —J 1 1 1 Y 1 ♦ , 1 , %, 1 1 � 1% , ( m • -1\' v'I 1 EC -3 }2 I AC - ( 1 1 a 1 a 1 7I / / , 1 / 1 1 1 1 / 1 1 I 1 1 1 a 1 ••, 1 ""- - 1 , 1, 1 , 1 1 1 1 4 / 1 , 1• 1, 1 _ —__ _ _____ _J 1 I ROOF PLAN - HVAC PLUMBING M3.5 scvE iro - 19-0- • —1 a r -1 x - r . M. • 8'1 DUCT ;UP THRU ROOF TO ROOF CAP (EF ••■• _..1..M_ - -- •- CfT'Y � Kw►LA DEC 0 3 244 PE RiarcerrER 1 EXPIRES: 43-14-01 1 4r to SLBEY CORPORATION CONSULTANTS REVISIONS ISSUE DATE 7 MI dewlap wad wblr1 metolal appsuerg Ilan cauMiluls M Abed ad unp tithed waft of the Sabi► and IM mate may not be duplicated, wad or= without the v•Rben concant of the So Tenant Improvement For � 6, N•N�1 NetStream • at 1ntergate U est 12201 Tukwila International BIvd. Tukwila, WA DRAWING TILE: AVOF PLAN - IIVAC PROGRESS DATE FILE: PLOT: PROJECT NUMBER: PRAWN BY: J.J. CHECKED BY: C.L. 11PPROVED BY: DRAWING NUMBER: littchanical Contactors and figinows sous ,3rd Ave South P.Ok: 24567 Set* We 98124 photo (206) 762-4311 ff0ar. (2O) 762-2624 5400 AE Columbia Atid Portland Or. 97218 photo (503) 131-69W fax PERMIT ISSUE 7/26/00 . •• r .. . ♦ • • ., •. +s 4 4 . . VA V Atr . ona usonting Unit Schedule(Intettipak) To g f AC -1 AC -2 AC -3 (future) AC- 4(future) Basis of Design Trone Intslhpak Trans Int&Iipok Tr+ane Int llipak Trans Int.11ipak SUPPLY !'AN e.�° crab s effectiveness 792 Supply Fon Typo .19' FC FC 500 . FC , Sup. Fan Config.(Blow Thru/Drow Thru) 120F , draw through draw through draw through draw through Max. Supply CFM pump electrical characteristics 27000 27000 27000 27000 Supply ESP. cods min. 2 . 3 2 . 3 2.3 2.3 Supply fan T.S.P. ESP + Int. Losses) NA 4.57 4.57 4.57 4.57 Supply - 39.6/40 39.6/40 39.6/40 39.6/40 Supply Motor Efficiency . Yu code rein. code min. code min. code min. Type of VAV Control discharge dampers vfd vfd vfd vfd Quantity of Supply Fans b elec. 2 2 2 2 RETURN PAN 4e' 48 Exhaust or Return Fan(which type ?) mocks,* width exhaust _ 1600 ___ exhaust _ exhaust exfioust Return Exhaust MI 72= 21 0 21600 _. 21600 urn E.S.P. E.S.P_ Return 640 S' 0. 0.75 0.75 Retu^ /E ust BHP / HP 16.1/20 16.1/20 16.1/20 16.1 /20 Return Motor Efficiency code min. code min. code min. cod. min. Type of VAV Control vfd vf0 vfd vfd Dumbly of Return/Exhaust Fans COOLING Coorrrg Co l EAT (os/wa) 72 58 72 58 72 58 72 58 Cooling Co l UT DB/w8) (std.cola) 49 47.5 49 47.5 49 47.5 49 47.5 Cooing MEIN Sensible/Total (std. cob) 633/638 633/638 , 633/638 633 /fig KO Capacity Evap. Coil _ Yes _ Yes Yes Yes HEATING Heating Coil Type [ non. none 1 none none ELECTRICAL voltage/Phase 460/3 460/3 460/3 460/3 Unit MCA 230 230 230 ?30 tit* MOP 273 273 273 273 Unit ROE 237 237 237 Q rzZi Factory Mounted Starter UNIT SIZE Unit Height(induding factor/ curb Una Width g•�s 91_8R 9T-8` Unit Length 30' -3 30•_3• 30`_3. Total Weight (leas site built curbxworst case) _ 10900 10900 10900 MISC. Fdter Eff. (X) 1 60X 60% 60% Nominal Tonnage Tons at Specified Conditions ;R:0$,,t1444 70.3 70.3 Ambient Timpon:1km 95 , 95 Una EER (cooing or* unit) 8.8 8.0 Type of Refrigerant - R -22 R - 22 Lour Ambient Operation , Ye. Yes Economizer le Yes Factory curb Yes Yes Site Built curb by G.C. levering curb levering curb Supply Smoke Detector , by elec. by elec. Disconnect by elec. by elec. 110 V. Service Outlet Rhin 25' by else by elec. Tog f basis of devil EC -I M - N h 1 V a g g u r al EC -3 (Future) - -- 14 s Spec Air model ,umber owporotivs medo (sg. ft) metro thickness __ cw5.5 s' CSIS.5 2s 8 ' 792 e.�° crab s effectiveness 792 pmssure drop .19' .19' CFM 0 70F 500 . 140 Maximum Operating Temperoture(airflow) 120F circulation Pump (hp) 1/3 1/3 1/3 1/3 pump electrical characteristics 115/60/1 115/60/1 115/60/1 115/60/1 motor efficiency per MISEC cods min. cods min. cods min. code min. code min. ,Type of VAV Control NA NA Quantity of Fans sump level control Moat yoke , Moot valve floa aMs t v Root valve auto drain function yes yes yes . Yu _ roof sub vie , y , « r» he discharge dampers yes yes NA yM Starters, Disconnects, wiring b elec. by elec. / 110 V. Service Outlet Win 25' by elec. module depth 48' 4e' 48 48• mocks,* width 67' 67 or or module height 72= 72` 72 72" # spin yekat 640 640 640 640 ,Tag i EF -1 EF -2 Basis of Design Greenheck CUBE Greenback CSP v ice , .. Battery Room Electrical Closet Fan Type centrifugal one Cabinet , ,Fan Confi9.(In- Iine(Ubliity set/Centr. upbloat /etc.) CUBE -100 -4 CV-218 CFM 0 70F 500 . 140 Maximum Operating Temperoture(airflow) 120F 120E E.S.P. 0.3' _ T.S.P. (ESP + Int. Losses) 0.5 0.375 , HP / HP .07/.25 100 w Voltaste /Phose(120V /1 for 1/2 hp and smaller, 460/3 over 1/2 hp) 120/1 , 120/1 Motor Efficiency code min. code min. ,Type of VAV Control NA NA Quantity of Fans 1 1 Sibs Bolt sub by G.C. (As Specified) KA NA Overall Height( q curb) 23 10.5 Overall Width 24 13.25 Overall Length 24 12-38 Total Weight (less site built curb) 52 15 Supply Smoke Detector NA NA Starters, Disconnects, wiring b elec. by elec. / 110 V. Service Outlet Win 25' by elec. n/a . 5 A 0 1 g • • Evaporative Humidifier Fan Schedule 1). 1RUNK DUCT SIZE SAM ES AS BOX KU SIZES. 2). PROVIDE 48 VA TRANSFORMERS IN FAN POWERED BOXES WITH CIRCUIT BREAKER RESET. 3). PROVIDE SCR CONTROL FOR FAN MOTOR. 4). PROVIDE INCLINED ACOUSTICAL 800T ON SECONDARY MR INLET. 5). PROVIDE SOUND UNED SHEET METAL DISCHARGE DUCTS. 6). PROVIDE 5/8" GA* TO BOTTOM PANEL OF THE VAV TERMINAL (F REQUIRED). VAV BOX SCHEDULE LENT No. VAV- 1 VAV -2 VAV -3 VAV IINIUFACTURER MODEL ClIBER VFPE -24 15 VFPE -06 04 VFPE -11 07 VFPE -11 07 INLET DISCH. SIZE N. PLENUM 12 1: x1 6 , 1Z x10" 8 14x12' 8 . 1412" Cos. �IAX 1720 349 513 611 VAV -5 VAV-6 VAV -7 VFPE -11 07 8 1412" VCCE- 06 6 12x12' VOCE- 06 b 12x12' 588 458 CFM MN. 258 52 77 92 88 70 273 41 SP N 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.T. cal 35 709 35 266 35 443 35 443 VOLT PH 460/3 277/ 277/1 277/1 0.35 , 0.35 0.35 HEATER MAX KW 8 3 5 5 4 N/A N/A 35 277/1 N/A ` N /A N/A N/A N/A N/A HP 13 FAX MOTOR VOLT PH SPEED 277 1 1,2 277 1 277/1 277/1 1,2 1,2 1,2 1/8 277/1 1,2,3,4,5 1,2 N/A N/A N/A N/A N/A NOTE NO. 1,2,3 1,2,3 1,2,3,4,5 1,2,3,4,5 1,5 N/A 1,5 VOLI-435 �v � PLOT: DEC 0 3 2g4 ru mT CE►vTFA EXPIRES: 03-16-01 J CORPORATION *. ''stay • CONSULTANTS 40■0101Pmwom■ 5003 .trd A* South P.0 6bar 24567 Seott% 98124 Phone �6 ( 206J 7 ��4 r iftchoniod Contractors arrd Engrir owe 5400 EVE Cohnnbio 81411 Portland ��O' 97218 fax (504 331 -6903 PERMIT ISSUE 7/26/00 REVISIONS ISSUE DATE 7/26/00 Ilse dreekip end mitten momiti1 apposing tomb comtiblis MOW end sepubiehed work of the Sabep ant the sore may not be duplicated, used of= Willed the written cement of the Sabsy Tandnt Improvement For ' x G[N•N[T iverS L • at Intergate Whist 12201 Tukwila International Blvd. Tukwila, UJA DRAWING TITLE: PROGRESS DATE: FILE PROJECT NUMBER: DRAWN BY: J.J. CHECKED BY: CI.. APPROVED BY: DRAWING NUMBER: SCI-Eow.Fs • .r 4 1' W 0 z 0 0o Q 6; v 0 0 0 1 00- -1 FLUORESCENT STRIP FIXTURE, DRAWN TO SCALE 0 FIXTURE CEILING MOUNTED 0-1 FIXTURE WALL MOUNTED FIXTURE RECESSED WALL MOUNTED 4 LIGHTING FIXTURE, WALL WASHER TRACK LIGHT FIXTURE SUPPLIED FROM EMERGENCY CIRCUIT a • MEM C}+ 0-* ® EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, SHADED SIDES ILLUMINATED DIMMER t MOMENTARY CONTACT LOW VOLTAGE SWITCH RELAY - NEC CLASS II LOW VOLTAGE TRANSFORMER 0 OCCUPANCY SENSOR SWITCH - OCCUPANCY SENSOR Pc SWITCH - PHOTO CELL 1 1 DOUBLE DUPLEX RECEPTACLE 120V • '4 0 0 • COI 11111111 (G • _•• LIGHTING FLUORESCENT FIXTURE, DRAWN TO SCALE ON PLANS - LETTER IN FIXTURE INDICATES SWITCH LEG CONTROL LIGHTING STANDARD - FIXTURE(S), POLE & BASE LIGHT FIXTURE TYPE - SEE FIXTURE SCHEDULE SWITCH -- SINGLE POLE SUBSCRIPTS a,b, etc., DENOTES CIRCUIT CONTROLLED 3 WAY SWITCH 4 WAY SWITCH SWI TCH - KEY OPERATED SWITCH - WITH PILOT LIGHT RECEPTACLES SINGLE RECEPTACLE 120V DUPLEX RECEPTACLE 120V DUPLEX RECEPTACLE 120V. MOUNTED 3" ABOVE COUNTER BACKSPLASH TWIST LOCK RECEPTACLE 120V RECEP TACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE 208V OR 240V, SINGLE PHASE 208V, SINGLE PHASE (TWIST LOCK) 208V OR 240V, 3 PHASE 480V, SINGLE PHASE 480V, 3 PHASE CEILING CORD DROP. 120V, SINGLE PHASE CEILING CORD DROP, 120V, SINGLE PHASE, EMERGENCY CIRCUIT FLUSH FLOOR OUTLET (DEVICES AS INDICATED) FLOOR OUTLET - POKE THROUGH (DEVICES AS INDICATED) TELEPHONE / POWER POLE MULTI - OUTLET ASSEMBLY DUPLEX RECEPTACLE SURGE PROTECTED DUPLEX RECEPTACLE - ISOLATED GROUND DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER TYPE COMMUNICATION SYSTEMS COMMUNICATION OUTLET (2 VOICE, 2 DATA) TELEPHONE OUTLET - WALL MOUNTED CABLE TRAY TELEPHONE TERMINAL BOARD (TTB) CABLE TV OUTLET 0 -0 EQUIPMENT PANEL - 208 VOLT SYSTEM PANEL - 480 VOLT SYSTEM EQUIPMENT CONNECTION, E = EMERGENCY POWER MOTOR CONNECTION SINGLE PHASE MOTOR CONNECTION 3 PHASE TRANSFORMER HOT WATER TANK CONTROL CIRCUITS SYMBOLS & ABBREVIATIONS FUSED SWITCH (FUSE RATING INDICATED) DISCONNECT SWITCH MANUAL STARTER COMBINATION MOTOR STARTER DISCONNECT SWITCH TIME CLOCK CONTACTOR RELAY - CONTROL TYPE PHOTOCELL CONTROL PUSH BUTTON CONTROL STATION AUTO DOOR PUSHPLATE • RACEWAY CONCEALED IN CEIUNG OR WALL. HASH . MARKS INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE NOTED. THREE WIRES IF NO HASH MARK SHOWN. LONG HASH MARK DENOTES NEUTRAL. — INDICATES GROUND WIRE. RACEWAY CONCEALED IN FLOOR OR WALL RACEWAY EXPOSED RACEWAY UP RACEWAY DOWN -3 RACEWAY STUB-OUT WITH BUSHING HOME RUN TO PANEL OR LOCATION NOTED CIRCUIT CONTINUATION 0 JUNCTION BOX PULL BOX EXISTING RACEWAY (IF HASH MARKS ARE SHOWN PULL NEW CONDUCTORS) ELECTRICAL RISER FUSED SWITCH CIRCUIT BREAKER DRAWOUT CIRCUIT BREAKER CIRCUIT BREAKER - GROUND FAULT PROTECTION CABLE TO BUS CONNECTION FUSE OR CURRENT LIMITER GROUND CONNECTION IDENTIFICATION SYMBOL FOR FEEDER SIZES TRANSFORMER WATT -HOUR METER AMMETER VOLTMETER TRANSFER SWITCH ENGINE- GENERATOR AVAILABLE SHORT CIRCUIT CURRENT • r • 0 0 Q MANUAL STATION D SMOKE DETECTOR (D INDICATES INSTALLATION IN DUCT) HEAT DETECTOR (D INDICATES INSTALLATION IN DUCT) SPRINKLER VALVE POSITION MONITOR CONNECTION SPRINKLER FLOW SWITCH CONNECTION SPRINKLER PRESSURE SWITCH CONNECTION FIRE ALARM SPEAKER - FLUSH CEILING MOUNTED FIRE ALARM SPEAKER - WALL MOUNTED FIRE ALARM CHIME FIRE ALARM HORN /STROBE FIRE ALARM HORN VISUAL ALARM LIGHT - WALL MOUNTED FIRE ALARM CONTROL PANEL REMOTE INDICATION LIGHT O SMOKE DOOR RELEASE MECHANISM - (WALL MOUNTED MAGNETIC TYPE) 0 FIRE ALARM SYSTEM SMOKE DOOR RELEASE MECHANISM - (COMBINATION DOOR FIRE ALARM REMOTE ANNUNCIATOR (FARA) FIRE ALARM GRAPHIC ANNUNCIATOR SMOKE DAMPER CONNECTION ROLLING DOOR RELEASE MECHANISM FIREFIGHTER'S TELEPHONE JACK e MONITOR POINT 0 ga • XXXX SECURITY SYSTEM EI MAGNETIC DOOR SWITCH 4+ M OTION DETECTOR Q ENTRY/EXIT KEYPAD WORK DEFINITION ix> FLAG NOTE A REVISION SYMBOL ELECTRICAL DETAIL SYMBOL GENERAL NOTES • 0 EXISTING EQUIPMENT OR DEVICE REMOVE EXISTING ELECTRICAL EQUIPMENT EXISTING WALLS IDENTIFICATION SYMBOL FOR EQUIPMENT SECURITY CONTROL PANEL ELECTRIC STRIKE CARD READER REQUEST TO EXIT DETECTOR 1. COMPLY WITH NATIONAL ELECTRICAL CODE 1999 EDITION AND WAC 296 -46. 2. THE LOCATIONS OF ELECTRICAL DEVICES OR LIGHTING FIXTURES INDICATED ON ARCHITECTURAL PLANS ELEVATIONS OR SECTIONS TAKE PRECEDENCE gio4f.110.42111511111111 4. ROUTE ALL HOMERUNS BACK TO MAIN ELECTRICAL ROOM VIA COMMON AREAS OVER LOCATIONS INDICATED ON THE ELECTRICAL DRAWINGS. 3. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LIGHTING FIXTURE LOCATIONS. �: • AND NOT THROUGHOUT EXISTING TENANT AND /OR SHELL SPACE. 5. 20 AMP, 120V, AND 277V BRANCH CIRCUIT REQUIREMENTS: A. BRANCH CIRCUITING IS NOT SHOWN ON ALL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL BRANCH CIRCUITS, INCLUDING CODE REQUIRED RACEWAY SYSTEM, AS REQUIRED TO SERVE OUTLETS, DEVICES, AND SWITCHING FUNCTIONS AS SHOWN ON PLANS. SEE SPECIFICATIONS SECTION 16100 FOR ADDITIONAL BRANCH CIRCUIT REQUIREMENTS. • 7 B. CONDUCTOR SIZE: NUMBER 12 AWG MINIMUM FOR POWER AND LIGHTING BRANCH CIRCUITS. C. VOLTAGE DROP: PROVIDE NUMBER 10 AWG MINIMUM FOR 120V BRANCH CIRCUITS LONGER THAN 100 FEET FROM PANEL TO THE FIRST OUTLET OR DEVICE SERVED. PROVIDE NUMBER 10 AWG MINIMUM FOR 277V BRANCH CIRCUITS LONGER THAN 175 FEET FROM PANEL TO THE FIRST OUTLET OR DEVICE SERVED. D. WHEN CONDUCTORS ARE ADJUSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP, EQUIPMENT GROUNDING CONDUCTORS SHALL BE ADJUSTED PROPORTIONATELY TO CIRCULAR MIL AREA. CLOSER /HOLDER TYPE) ACH AFF AG A, AMP ATS AWG CB CKT CTB DED EPO EWC FA FBOIC G, GND GFI, GFCI HP IH c. ABBREVIATIONS ABOVE COUNTER HEIGHT ABOVE FINISHED FLOOR ABOVE GRADE AMPERE AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAGE CIRCUIT BREAKER CIRCUIT COMMUNICATIONS TERMINAL BOARD DEDICATED EMERGENCY POWER OFF ELECTRIC WATER COOLER FIRE ALARM FURNISHED BY OTHERS, INSTALLED BY CONTRACTOR GROUND GROUND FAULT CIRCUIT INTERRUPTER HORSEPOWER INSTA -HOT WATER DISPENSER J- BOX JUNCTION BOX OUTLET MOUNTING HEIGHTS SPECIAL OUTLET HEIGHTS ARE SHOWN ON THE ELECTRICAL DRAWINGS OR ON THE ARCHITECTURAL DRAWINGS. IF SPECIAL OUTLET HEIGHTS ARE NOT SHOWN OR REQUIRED, THEN LOCATE OUTLETS AS NOTED BELOW. OUTLET HEIGHTS ARE MEASURED FROM THE FINISHED FLOOR TO THE CENTERLINE OF THE OUTLET UNLESS OTHERWISE NOTED. RECEPTACLES LIGHT SWITCHES PANELBOARDS TELEPHONE OUTLET - DESK TELEPHONE OUTLET - WALL COMPUTER OUTLET - DESK MANUAL STATION FIRE ALARM VISUAL ALARM LIGHT FIRE ALARM HORN, CHIME FIRE ALARM CONTROL PANEL ELECTRICAL DRAWING LIST EO.1 SYMBOLS AND ABBREVIATIONS E 1.1 4TH LEVEL UGHTING PLAN t2.1 ' t 4TH LEVEL POWER PLAN E2.2 .ENLARGED PLAN — PHASE 1 E 2.3 ENLARGED PLAN — PHASE 2 E3.1 4TH LEVEL SYSTEMS PLAN E4. 1 4TH LEVEL CABLE TRAY PLAN E5.1 4TH LEVEL MECHANICAL POWER PLAN E6.1 4TH LEVEL GROUNDING PLAN E7. 1 ROOF PLAN E8.1 STANDBY POWER RISER DIAGRAM (9.1 GROUNDING RISER DIAGRAM MCC MW N NIC PNL �P. RO RECEPT REF SPECS SW SWBD TELE TYP V VP W WP XFMR 4 MOTOR CONTROL CENTER MICROWAVE NEUTRAL NOT IN CONTRACT PANEL RACEWAY RACEWAY ONLY RECEPTACLE REFRIGERATOR SPECIFICATIONS SWITCH SWITCHBOARD TELEPHONE TYPICAL VOLT VANDALPROOF WIRE OR WATT WEATHERPROOF TRANSFORMER PHASE + 18 INCHES VERTICAL + 4 FEET SET VERTICAL + 6 FEET TO TOP OF PANEL BOARD + 18 INCHES VERTICAL + 54 INCHES VERTICAL + 18 INCHES VERTICAL + 4FEET + 84 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 84 INCHES OR 6 INCHES BELOW CEILING WHICH EVER IS LOWER + 6 FEET TO TOP I EXpIAE, $O . .- •....- ..•....::. ••••••4••••••••• s..:::: ■••- :••.:•.. CITY t vED OF 1•VA DEC 0 3 2.,4 PERNT CENTER CONSULTANTS REVISIONS • • FILE: EIDIDILG PLOT: PROJECT NUMBER: DRAWN BY: ON CHECKED BY: TJ APPROVED BY: DRAWING NUMBER: • 224 7 , ii;0 AO SATILY • ARCH!T!C(U ! . .(;= t SPARL1NG .LECTRICAL ENGINEERING LIGMTr.G DESIGN TECHNOLOGY CONSULTING 72OOuvEWAv Sum( 1100 6EArnE, W A 96101 -165 3 PtiorvE (206)6117-O555 FAX (2061667-05 54. www. SPARL ING. COw' Tint Im pr &rat for at Inters a to Gt st 12101 Tukwila International Blvd. Tukwila, WA PROGRESS DATE: 616.10 01 E0.1 ISSUE DATE MI drawings and written mater appearing herein constitute the original and unpublished +/ork of the Sabey Corporation and the some may not be iuplicated, used or disclosed without the written concer. :1` the Sabey Corporation. Ive •' o. MEX- GEN•NET • _ 1114• . ' . • . • . immitoommum DRAWING TITLE: 617 AND A815REvIAT10N • • ,_;,t t. • + ,�. i r • 4 • W J Z 0 m 0 0 N le R 4l • -•M .1• f ` • � .I i IpI b • _ t�ww �wrw�nwwl� .;.... � ..■I•. ,� s■n. �� is w s .. ' ■ ann men + , ■.wish EMI • r r I VHS OMB mom • N 'a i:, j 9 ww.+�.. 1♦ •..w.: • $ .�t. � HaaaE...: ammo :�. M ��1m iii �i," , ! a r ! , t`rl�1f !�7 iu ir=l 1 awn si r . . . _ ! - . . , - . , 1 f 1 (0 1 , r . .. • .,+ e. -0.•• -f i 1 1 ice' 1 1 ....�. ...L . J 1 L ...•i. • �� . .J H4- 9, ROOM! BATTE ROOM . _...' i ..w_. i_.. ,,....1 L..•_ • EL E . EQUIP 1HyM f M . ri li 1� 1 Z!u..w 1 rte 3r ■ .... • ...9.6Er....... .� '4 �fT+i' ' m ilswien wi.,1 tam pil ICA MI tl✓ M df�. + AN °1www■ w ■ffiuw I }-- appr pp. w .3 F .4.,_-.1,imairrrili) .R 1 agari= Rig klbliPli Fr 81 11110 - Am. Pi elk 4aa.ve. LIGHTING PLAN • 1)044- 4-9)C r 1 *Ty o DEC ! 3 244 IviWrr i tag +.. - -... r .... ;.&•;.• . SABE1 ARCHITECTURE CONSULTANTS REVISIONS ISSUE DATE All drawings and written material oppearing herein constitute the original and unpublished worts of the Sobey Corporation and the same may not be duplicated. used or disclosed without the written content of the Sobey Corporation. Tenant Improvement For Netst HEX• GEN • NET . ∎ .�. •� �� • • • • • • DRAWING TITLE: PROGRESS DATE: 0644i100 ALE: Ell PLOT: PROJECT NUMBER: 1340311 itAwN BY: ON CHECKED BY: TJ APPROVED BY: DRAWING NUMBER: SPARLING ELECTRICAL ENGINEERING LIGHTING DESIGN TECHNOLOGY CONSULTING • 720 OLWE WAY • SLIM 11 /SEATTLE. WA 98101-1853 PHoP E (206)667 -0555 FAX (206)667 -0 WWW.SPARLINCLCOM EI.1 A at IIntergate West 12101 Tukwila international Blvd. Tukwila, WA 4TH LEVEL L1GNTIING PLAN • cn W U Z 0 to S 0 N (D N 1 :4r I 1 1 10 1 1 i I 1 1 L ...t_ —§— L . ..1.....L.. J r J ., 1 r • • -,- » "•1.- . .• 1 1 ID0 I I 1 I 1 1 1 4 -4 -4 -+ 4 • • % . / / / • I 1 , I 1 1 �....�..i..1 O r~ - r •• -.r -•• r-- --r•- ;a • • •' - 4 .r t • • •\ \ , , r c ' .. _,.L ..,1. r‘.• rte'• 1 1 1 Ipi 1 i I L . L. . �.i.... J 4 .....L.. .i.. . J CORRIDOR L400 L4A --9,11 RECEPTION FILES -� 26 r••T•• , 1 r- • .. 'fl.T.._.. - I 1 1 1 • 1 1 t . r - . • • --r • 'n r......r_. -, . -, r i °! 1 I10 i 1 i 1 0 • • . • • rPLI P"IENT ROOM! 1 / / / • / rL • • -rG • --r4 .. 4 O . � • O \ \ \ D .. I I I 1 i I 1 1 • 0 GENERAL NOTE 2 J E f 1 r 0 r 1 1 1 4, 1 y t 1. ALL WIRE SHALL BE #10 AWG FOR CABINET POWER. PROVIDE DEDICATED NEUTRAL FOR EACH CIRCUIT IN EQUIPMENT UNLESS NOTED OTHERWISE. , 'GO- i.CCAT loN rROOt' at t .._..1 �.. _..., � • r_ 1 O r p a 1 1 r t ._. O 0 0 r .•••1 r• 1 r• _•. , . - «1 L ._..t t.._..J r - , , O O -.... ...-.; ...-- [In.. ...............11..-"=...11,•- 2................. •-••■•• O E.._.. , . F ._ -. }.._ 4 C3 r .._...� r .._ i r . c L OCARON :',:)0I-1 L± 0 O 1 1- 1. r .._ •• r .._•• r .._.. 1 0 0 0 r • L.._ .t r" - • 1 0 D r .._.. � t � ... 0 r .•_ .. O 0 a O D 0 0 . „.401•1001100 POWER PLAN s L/ r .._• r � � G ` r .._.. 1 �. -. a } 1 v 0 r .•_.• i r .._.. i r ._..,� 0 o 0 Rperi 42_0_ • . 0 r • FOR PLUG--- IN UPJ 1 i riNLARGED PLAN- KITCHEN ROOM CONSULTANTS REVISIONS enytettlb DRAWING TITLE: PE RAfirce sireiv SAJBEY _ ARCHITECTURE ISSUE DATE Ai drawings and written material appearing herein constitute the original and unpublished wort of the Sabey Corporation and the same may not be duplicated. used or clisclosed without the written concent of the Sabey Corporation. Terhfint improvement For N MEx. cr at Intergate West 1201 Tukwila International Blvd Tukwila, WA pLE: E21 PROJECT NUMBER: 131037/ DRAWN BY: ON APF'ROVED BY: DRAWING NUMBER: 444 4444'0 E 2 .1 SPARLING LIGHTNG DESIGN TECHNOLOGY Cor•suL. • SEATTLE. WA 911101-1853 Po4otom (201101197-0955 FAX (208)667 4T1-i LEVEL POUER PL AN W co d PDU -1A PDU-1 B PDU-1C PDU -2A ! I 46 oI t--- ! , 3739412 4 6 ., • / / /• / / • • • • ..��' -•- _.,..t - . _, 1 I t i 1 f 1 1 1 t i L i 1 1 i 1 .C$'3** '' 13 15 17 21 23 25 27 29 31 33 35 . 91• elm 17 21 23 1 _ 3 _ 5 7 .� 9 11 13 15 19 _ 32 34 36 38 40 42 1 3 5 7 9 11 i F4P1r4 1 1 I 1 i i 1 t i i i 1 =Mil NMI , , 1 / ,.• / /.. • ,.• ,.• "`'"'„#` - ' • _ _ . ,..„"_ . - -..r ▪ -... :sue 4 444 . ._, L4L 4.40 25 27 29 31 33 35 _20_22 2426 28 30 3234 36 38 40 42 1 P4T1 _ VitT4F4t • T$� i 1 1 1 t' 1 1 1 1 1 f 1 - . _�,.: _ ._.,- ... -. • 8 10 1214 16 18 ; 4.4 7 4 $T4$: 1 � 1 I 1 1 0 ./• • • 11 • 14 0 N / I � • ' _.. �.5�._....., i i i i 1 i 11 1 1 ..*** lktiV littt i lik***4 . 00ti 8 10 12 14 1618 20 22 24 26 28 30 - M M NM N I E I i 1 1 i i r i 1 1 i ❑ 61.. eon sem 25 27 29 31_ 35 , 4r4r ❑ 1 i 1oI u0i 1_`• _ _ 13 15 17 19 21 23 4,14 P - 7 11 qtril k ir i i i ti 1 _ 1 1 i / 3739 41 2 4 6 I 8 10 12 14 16 18 2022 24 26 28 30 i 611 ! i i L.. M N eltttttt B M rt.—, 1 3 5 . 7 ....x 911 D 'L 1 i i i .�. _ ...i ._ .a 44! l ik t . !1 1 1 4 37 39 41 2 4 6 32 #4 34 36 38 40 42 r.74F4Fr44; N 0 1 3 5 7 9 11 13 15 1719 21 23 25 27 29 31 33 35 I ; I 1 1 i 1 t l 1 i 1 1 i t : lI t t i t ❑ t i l 1 1 4:444iiktk LitistAksisic 4.141411$:_:_siki 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 elm a •- 81111 • • . 1111 . • • T 1 1 7 1 1 1 L46 -15 1 1 1 1 i i i 1 14• ''- ....._ - .mi *, ! N. • �• 1 ' ` tQ UIPMENT CO ; 1 —, am. Imo , —, ttttttttt. J I•.r ... r- • • • • 44 --7 .•.0 -.--- - r — -, •. — — .. ..,.f. _ .. , • • • • - -, i 1 i 1 ❑ I i f 1 1 1 1 1 0 0 n om #10 1 1 1 1 1 1 i SSi GATT •( 4000 Ibs) BATT (4000 Ibs) 1 BA ?'T (4000 Ibs) 1 GATT (4000 Ibs) UPS UPS (3000 Ibs) (3000 Ibs) SWITCHBOARD --4D1 L4B -13 PDU-2B U4- 32,34,36 13 I 34 1 36 4 i i 38 I 40* /� 42 i /. ■ 116, mo j 1 14 . _ ... _.., 3# 1 ---- -4 . , r 8 1 . f - —4.. // t - 412 v0i14 ill VI 4 , +:016 4 - 18 -11- r 1 1 19 ,s 21 14 ,23 4. L12 1 254 1 274 ;31.O 33 1 40 135tt 1.41. - ■+r. - / o ,li.. ._.f L _... == • v l f EXTERNAL MAINTENANCE BYPASS (300 Ibs) E 1 l 3 t • 26 4 28 t_._.. II r 1 PDU-2 (1050 Ibs) • SYSTEM n \ PDU -2C 11•11,11111111 11•11,11111111 i -7 , 37 ' 7 1 . 41 } ---- — . 40 4 1. 44 6 1 r 32 '03 36 I 38 4 42 i + FUTU CONTROL 1 1 REC.1 R, CABINET (2400 Ibs _._ 1 551 L1 5 , 1 FUTUI E (1050 �bs 551 3 1 CT1 :5R, 1 i L6° V POS91 I RECII 1 551 LEE • 1l SPRINKLER VALVE f?M U4- 38,40,42 422 0 3 r ` 13 1 _._.. 4017 T 40/19 21 • Y.._.._..' 23_ 27 • 29 ••z 4 31 '0 33 't......_.._' 35 O w IP 37 '0 39 4, 41 4 2 r 4 .. a l. 6 100 son 1pC�1 ,4TT ra---"41251- K, I LBS ' I DC BATTER RACK, ' 1 4064 1 LLB REC11Frl R 551 L l REC71{tr1 551 L • r L c wR, r 101 r F31 ! ,• { 1 �DC SATTE RY RACK 406 4 LB5 ITC BATTER- RACK, 4064 LBE DC BATTERir RACK. 406 LBS EJ 1 1 1 POINO 4 GENERAL NOTES: 1. 234 CIRCUITS FLAG NOTES: D>.• 3 PANEL PDU l l'0 ENLARGED PLAN -PHASE 1 180KW TWO MODULES UPS WITH BATTERY CABINETS • airy RECEIVVD orF ronoviiA DEC U 3 2 4 PEAMJT _._ • 1 -et_ • ...1 AM... p-. .•. 4 CONSULTANTS REVISIONS . •.•• �• a DRAWING TITLE: FILE: En �1►BEY' ARCHITECTURE SPARL!NG «---- ELECTRICAL ENGINEERING LJawmaa DESIGN TECHNOLOGY CometucrivG 720 OLIVE WAY • 1 100 •A7 WA 9e 101 -1853 PHoP (2Oe)867 -0538 F'x (206) 007-0354 ■ww.SP *ANG.COM ISSUE DATE . AN drawings and written material appearing herein constitute the originol and unpubraNed work of the Sobey Corporation and the some moy not be duplicated, used or disclosed without the written content of the Sobey Corporation. Tenant Improvement For at lntergate LUest 12101 Tukwila International S!vd. Tukwila, WA PROGRESS DATE: 06 /14 PLOT: PROJECT NUMBER: 81037! DRAWN BY: ON CHECKED BY: TJ APPROVED BY: Netst NEX•GEN.NET 4T-4 LEVEL POU ER PLAN i' A 4:1 NUMBER: kfc''.4*E2.2 w CO J U_ 2 O 8 N N 1 0 I I i 1 i 1 1111111111 NMI Illtlttl• w_ PDU-3--\ _�_ bs) t _ r 1050 I .4 .24 1 40 i 3 5 4 t i 7 I 9 4 t 11 O L. 13 15 17 Mir 19 21`4 -2* EMIR - M MIND 254 274 t ... _ ...- .. -.. .r 29 31 334 354 i • L .... l ....S I El r - t 374 39# 414 2 4 PDU -3A �, i • ''t 0 i • t.._._. • • 6 # 1 �.. _�_..__ Asks _ � - _ -�. __ 8 40;7 10 42 121 1 tt. 14 3 1 1615 t 18 7 lot w _ 12019 rokfr 22 11 { 1 24' 13` t 1 t 26 1s# 19 pc ` � 4281 21 ` � 4130 234 4 32' 250: 34 27 I I i L 3s 297 11138 31 feit L im 4 .1 1 ' 435 • 1 '� 37 � "39 \� 41 t.._. _. 'i2 .... ..... i 4 X40 l 6 42 t. 8 ri ' 4 3 1 4 .. ......_ t • ` i O _ r14 T -•s- 10 1 1 1 t•. _ ' 9 W --- '• .• 9 i :226011 � 22 18 11 15 ...r41__._ r- , . i �i 7 7 t ■ gmess. uii_.. ± L._! GENERAL NOTES: 1. 248 CIRCUITS 101 PDU -3B FLAG NOTES 2 PANEL PDU. 1 GEM Mlle 28 • , 30 _ '• a 32 i 34 36 i 38 n 0 0 1 sl• +•2111, MEP U -4A PDU - (1 110 Ibs) '7J 25 i 27 i . `� 31 r- 1. 0 wt.. n • *z _ 1 21 41 mem ems ohm U4- 14,1 V 16 200B 22 36V �s 38 8 404 r 4i 3 cal 24* 26 _ .. 1 .4 r .. r1... rr.� 33 28 � '' )t'Sb# ,37 32 i 39 34 i _ . _ r 410 42 1 [ ] I r I 1 T 1 1 1 1 i PDU -4B N. • MIR NMI D 11 1 4115 12 r` _ . t � L j you 5 (105 Ibs) r1 17 f 1 ��� ' '19 2s' 24 i ,' • ., 21 28 ,1 t ■ t 423 30 ( 2 ` ` > 25 3 ,4 27 34 _ 1 I- C >O29 364i- . _.._..1 ` .. 31 38 ! ''•� \ 33 4 t I 1 0 t •' 1. -_ 4 42 _ ._ ...4.i 1 t 37 1 4 j [a t.._ 39 3 i a w n t 41 5 42 7 4 yam, 44 19 4* 1 r 46 11 8 113 tom,. '!.. _ ..�. ' 10 15 4 _.. — � - -� A.= ❑f o • __ • __ r �� - 1 MEM ENLARGED PLAN -PHASE 2 • w PDU -5A f♦. 111111111111 Inge 17 247 .. 21 284 23 300 .025 324 41, 2 1 7 34 n 1E1 ` .\ • `20 1.. NMI 11■11111111 PDU -5B U4- 8,1 0 ;( 1-2 PDU-6 (1010 Ibs) ' am• • • ON. • ir / , 1 ,. 29 361 1 1 31 38; i '5 33 40# , 35 42# � ' '37 1 = - 41 ▪ 2 '04 "t 6 8 W 10 412 ....._.. 4 14 16 418 5 17 9 40 1 11 11 137r 51 1 • 17 1194 214 I 23 254 1277 M M r \ • • i } IMP .r • r } , ' 1 33 35 37 39 -.-. 41 '2 t 6 8 ID ! 12 414 1 I 18 20 ▪ 22 .. r - — - -4 24 1 '..` t 4 30 432 t.._ _.. ,1 4 ti 34 J r • 1 1 426 1 1 f i Pc044 SA 13 E REVISIONS DRAWING TITLE: FILE: E23 ARCHITECTURE SPARLING ELECTRICAL ENGINEERING L GI•n1NG OE810N 'TECHNOLOGY CONSULTING 920 Ouva W AY • SUr rt 1 100 B[A rfl.L W A 9e 101 - 105 3 PHONE (2oe)ee7 -0555 FAX (206)e67 -0554 CONSULTANTS WWW.11PARLINC1.0061 ISSUE DATE AN drawings and written material oppeoring herein constitute the original and unpubrehed work of the Sobey Corporation and the some may not be duplicated, used or disclosed without the written consent of the Sobey Corporation. Tenant Improvement For Net 5 t r e am WIX• GN .NuT • WO •.••• � • . • .• 4 • . • at int area t o ILIes t 12101 Tukwila International 8Ivd. Tukwila, WA PROGRESS DATE: OsAdirl0m PLOT: PROJECT NUMBER: 8110371 PRAWN 8Y: ON CHECKED BY: TJ APPROVED BY: 4TIa LEVEL POWER PLAN immiummun 4 ik r4* # X2.3 • cn tJ LE 00 0 es, 0 •■•••••••••••••••••••••••••••••....wa 1 1 1 1 1 1 1 3 OEM MO III= MOM El I PDU-7 (1050 lbs a 9 111 .• 1 1. 202 CIRCUITS PDU-6A 2 PANEL PDU. I D — – 1 — .— 1 I F , 24 I 17# 4 26 19* -•• I 28 II 217` 30 23* nor motron .For- • Ws. FLAG NOTES: U4-41.39[] 37 32 - 4 8 • 1 r4i; 10 13 t tlp 12 15 14 7 # 16 i 9 .t• GENERAL NOTES: mob . Woo • PDU-6B NMI MI Mill MIMI / • ;40 20 1134: 1 .022 1154 J \ . V 1 ' 25 1411 27 410 29 1 33 4 0 5 • • • \ r• • • I • — 1 • l a 1 — • EL] MOO : 37 32 39 34[40 41 ; 2 E2.3 SCALE: 1/4 To • • ■•• • • ••• - • Am. • dim • • am. . • ay. . 1 IN= 111111=11 I MIN 1 PDU-8 1050 I — ": 1 • 1 1 111111111111 • • • •. MIS 1 PDU-7A 4 21 923 MR • 4 6 ENLARGED PLAN-PHASE 3 •■•■■■■•••••• •-..moson. 1 U4-35,33 13 15, .42 11, 17 19 FE! • 4 25 3 C f.f. • i . 4-29- -36# r - 244 26 28* I / 3 1 0 r r mum awe Now LJ • •••••■•••■••••••••■•■■■••••■•••••11....■.........•..■• • • ••• ■• PDU-7B [a [E-3- 6 1 101 MIN 1 t .. ..... 4 :01 1 1 2: 32 .1 6epi 31 38[4* 1 -{ a i , ., 33 401* . • . 1 35 4 MEM FC3-1 37 I i; .. E71 .. PD I i 1 : 39 3 rtiO r •} 41 5 - • 1 •• .1 2 17 , rio ' • 11 • Cr_ U4125,27,29 4 494 1 0 4 140 8 1 1 4 10 1154 412 174 4 :6 4 1 2 19 : -- 18 I • • , • . ! 4 22 127 1 ...• /1 .., • • _. 1-61 r 20 2 - — 4 04.p — ; • 1 --- -. 24 ‘ '4 .117 Iip 29 , - . ---1 .. ! . " - •i to 26 II31 • . . 1 - --- i f . _ .... • ••••• ‘ . % • 1 0 28 334 1 , \ -.1 _ _ _ ;••• SINE •M ' MI6 111111111111 • e I EI • • • t TEI • . • • t . 1 awa 37 39 41 2 140 8 o 140 12 4 N.. • ■••• • • 4$ 16 lifi 18 4 20 t 422 24 26 PDU-8A 1 I `k r, ,P • r - s% A o • 0 • lj SAABEY • 720 OUVE WAY • Burnt 1100 SiArrur.., WA 96101-1653 PHONIE (206)667-0555 FAX (206)667-0554 CONSULTANTS www . s p A RUNG.0014 •••••••■••••■•••••■• REVISIONS ISSUE DATE All drawings and written material appearing herein constitute the originol ond unpublished a0f1c of the Sobey Corporation ond the some moy not be duplicated. used or disclosed without the written concent of the Sobey Corporation. Tenant Improvement For NestStrealii , 0 • • • er..491:0 - • a. • . • • • • • 41 • at Intergate West 12101 Tuluvila international 51vel. Tukwila, WA DRAWING TITLE: PLOT: ARCHITECTURE 1 1 - SPARLING ELEc-rnocAL ENGINEERING LOTTING DESIGN TECHNOLOGY CONSULTING PROGRESS DATE: 06 /WM E24 PROJECT NUMBER: 8037, DRAWN BY: ON CHECKED BY: TJ APPROVED BY: 4T14 LEVEL POW!? PL AN DRAWING NUMBER: 44) E2.4 sm. ..11.0•••••■■■•••• 'i 4 • • • •.' ,_ ..., r ... . -' , r*•• - • — r - •--v •_ • • L . -L... -L-... J ''"r• .. •••1 r . .. ... • • -� \ \ \ ^ ! -e -, !I t 1 1 f' 1r••-r•• -f 1 1 I III ! BAT TER O!' -�. s•- -•,1, FILES E WAIT 4 OFFICE 435 • • a. • SYSTEMS PLAN • Pc44- . .1 • • • REVISIONS Tenant Improvement for we • - • !• • • w DRAWING TITLE: cr4 C 6 3 � PROGRESS are: •9644400 Pfq, RE: Ear CENTER PLOT: £RW NUMBER: !310311 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: sABETy ARCHITECTURE SPAKLING ELEcTRIcAi. SING LIGH/ING DESIGN TECHNOLOGY CONSULTING • 720OuVE WAY • SLATE 1 100 • ATTL E, WA 98101-1853 PHoP (206)667 -0555 �, 7 FAX (206)667 -0554 CONSULTANTS WWW.SPARl 1NG. M at interea to Wiest 12101 Tukwila international Blvd. Tukwila, W,4 ISSUE DATE All drowirgs and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some may not b dupbcated, used or disclosed without the written content of the Sabey Corporation. Netst NEX•GEN•NET 4TH LEVEL SYSTEMS PLAN cn 0 0 m . • -T' • -.r - T • • — . —I— • •1 ,_ • - r - . - - -.. • -- I 101 i 1 1 1 1 i i iEj . •.4 ....�,� .. . _i,� --4 . • ._ i . - __+� ..J r • _ i r .• _.. z BA 7TE R/Cgtepti DC I ;Tar ♦ , ♦ �i • c n o 0 0 0 . I , r.•_. r-•-••1 r•• _..-t r .•_• 1 r .._.. 1 r •._.. r .._. r •._.. 1 r• — "1 .._... ,�.._. �..._. ' ' ` .. _...� }... � ROOT .. — J .. , %..: _ ‘. r 1-••-••4 I- - . -1 i- - - ..f s . L. -_...Y ♦l. _ .1 L.._ -.J' Y•.._..1 ': `L. _•.J L.._.. i ' L .._ • r . r . , r• 1 r 1 r' , r_, r i r• , r 1 El .1. ._ .. ." ' . -_.. [ fi • ' • _•.•1 f•• - ' ' ' .1 • • - .4 _ f •-••4 E. _ -.1. 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L• t.._..1 L.._. 1•• . `L.._.. „L l i____12, n n n INNS FILES CABLE TRAY PLAN SCALE: 1J8 Y— Ow 1 0 EXp1RF' 12 -1 if CRy OF Tio ryynm DEC O3mg PEFIMR SEA SABEY 720 O1•IVE WAY • fluff* 1 100 liKA WA 98101 -1633 ��— Proom (206)667 -0893 FAX (20(0687-0554 CONSULTANTS WWW.SPANL •CCM 1 REVISIONS ISSUE DATE M drawings and written material appearing herein constitute the original and unpublished work of the Sabey Coro ration and the some may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. St NEX• GEN • MET • :4 • • • • .' DRAWING TITLE: PROGRESS DATE: 046/f4/00 FILE: E41 PLOT: •..� •w.• ww M «"r.. — •.- ••••• •-q -... .•. -w r• w .- - Vow. --M.- �.r+ , •.- w• ∎•• •;•• .14•••■• 4110 - r..r • <d.. l�.. �. ARCHITECTURE SPARLING ELECTRICAL ENGINEERING UGH"' !No DEs+o■ TECHNOLOGY CONSUL-TWO Tenant Improvement For at Intergate Wiest 12101 Tukwila international 81vd. Tukwila, IIJbA PROJECT NUTABER: /310371 Q RAWN BY: ON CHECKED BY: TJ APPROVED BY: • • •• 1► ,110 +r— yr. • +M.. • 411-I LEVEL CASLE TROY PLAN 4 tJ J D 0 m oh N an 0 S 0 N N J D O d [•; 13 0 r . ._.. i r .._.. i r .._.. i L. r••_••, r . -. z r.. —..1 _.. --- ` ft • l• -.., 1 -._..L � - 1 • _.."1 _..4.._.. , ` _..� 1.. —. fi . 1'..._...; L ._.• J' •t. _.. l.._ . t.. _..J t _ .J• . t. _ ...i CI [7 0, EJ f J r •_ •r.._. i r . r .. -_• -1 r i r .._. i F Q=L cOcATION F r - , . _ _ • fi . , _ .. i-- A 1.-- I' t .. - - i : E j] E i F.._... ` ..._.. E.. - , , I ..- -i f - • -r .._...j f.- .....r ' .._.. 1 f- , } - ..-1 r _ fi _. L.._....J'• • •`L.._ J L..i.......! •t J L.._..t . 1.. _..J 1:3 E Ca :�! r .._ • r - , r .•_•., ... • 1 t.._.. ` l••• -••1 1._ • 1- .._ fi 1- .•_..1 . Ii t. - .i i..._..r •t ._...i it 11 i1 JL CORRIDOR 400 1 *�- :.9r4T1 ELECT Ct.05 5' - PILES ReGEP7'IQry real UL4'T 4 OFFICE 435 OFFICE �3L bo ONr 1 1 I 4 -4 -4 • • • D / i / i i i 1 II I 1 1 ! i i 1 L. ...i.. __ ....1 L_..._a -...L. L. .s... -L.. -i r .... _ . ...■ r .. .. ter-•. - 1 ! 1 1 1 1 ! I ! 1 1 1 0, , . • ♦ • \. !1 1 ! o� • • •\ \ D O r- • T • ,- • • -i T ' 'T i r i D r - ... • .. . r ,,,. • • • • 7 - • . - • -� 1 1 1 I '�! 1 • 1 4. -4 -4 -.. ' --e .._ .. _.i .♦ - - 1 ',- -- ir -4 .r t ...i. -.4‘.......1 • • % • • '. / / • / • eL . .. .. -. .. r L .. .,.� .4.6 1 J.� J `....i..i..� �_.. ri. t— .._i._.._i . _. -r --1 r-- . • —r- ..... . - r .— • . _. . -r- --t •, •♦ • i i 1 IQi I i i ' ..•i- . ..i^ . J tr ..l . J... J t l l l t i i i 0131 i i i l ►.. . ..L....1... J L....L . J✓ 0 D 0 1 1 1 Q E / / di 420 j rL --rL' • --,L -� -i_ . -i.. N D NMI - -- E to) �..T...� / r ..._.. 1 ,-• - .. / � r n • • D • /CO- LOC A T ION r ROOM •� }.._. � ,. �_. 1 � �.._.. /, • ._. _.. y t.._..� 'L.. laj r _ PRINKL ER VAL VE RM L422 1 . _..J a v D C --.0: ----• . f ui BATTER " M Dif4 xAac 1 ear .ws ac fel -c eel DC RACK 4 Lee tint MECHANICAL POWER PLAN SCALE: liEr=l Ow • NO. VAV -1 VAV - 2 VAV -3 VAV -4 VAV -5 MZI VACANT ARE A 45t�� "Ur= Y ODEL VFPE -11 07 VFPE -11 04 VFPE -11 OU u� -os a VOCE -Z4 VAV BOX SCHEDULE INLET SIZE (N.) 8 8 8 6 12 DISCH. PLENUM 14'x12'' 14'x12r 14"'x12" 12''x1d' 16"x16 1). TRUNK DUCT SIZE SAMES AS BOX mill SIZES. 2). PROVIDE 48 VA TRANSFORMERS IN FAN POWERED BOXES WfTH CIRCUIT BREAKER RESET. 3). PROVIDE SCR CONTROL FOR FAN MOTOR. 4). PROVIDE INCLNED ACOUSTICAL BOOT ON SECONDARY AIR NET. 5). PROVIDE SOUK LINED SHEET METAL o1SCPARGE DUCTS. 6). PROVIDE 5/8 G 8 TO BOTTOM PANEL OF THE VAV TERMIN L (IF REQUIRED). 1- COOL MAX 766 520 581 261 1800 iIENI. 115 78 87 39 270 Nd 0.5 0.5 0.5 0.5 0.5 Do 4-44 50 HEATER MAX KW D.T. CFMI VOLT /PH HP FAN MOTOR VOLT /PH G SPEED 1,2 1,2 1,2 1,2 n/o 4 4 0.35 4 35 35 354 0.35 3 266 0.35 6 35 532 0.35 3 35 266 0.35 n/o n/o n/o 277/1 277 460/3 1/8 277/1 1/15 n/a n/o 1/8 277/1 1/15 277 1 277/1 277/1 j n/o • NOTE NO. 1,2,3,4,5 1,2,3 1,2,3,4,5 1,2,3 1 ... y ,.� 0. r � «i ... w.1.�n�... _•wr •+.. ... r.r.wrr.•.+•M.raf•i.r•. S&BEY 7 20 ouva WAY • SUITE 1100 5 ArTLS. WA 913101-1053 PHONE (206)ee7.055 FAx (206)667-0554 CONSULTANTS WV REVISIONS ISSUE DATE . AM drawings and written material appearing herein constitute the original and unpublished work of the Sabey and the some may not be duplicated, used or • - . without the written concent of the Sobey Corporation. . 40 • • . Tenant Improvement for DRAWING TITLE: PROGRESS DATE: flLE: E51 PEFtga —' CENTER APPROVED BY: DRAWING NUMBER: A t m s o % ARCHITECTURE SPARL1NG ELECTRICAL ENGINEERING L.rrwo DasloN TECHNOLOGY CONSULTING 06 44/01, Netst NEX• • NET a ►ntergate West 12101 Tukcwi 1a Inteerrla t iona l Blvd. Tukwila, WA 4T I-1 LEVEL t1EC14AN1CAL POti ER PLAN PLOT: C1Y� PROJECT NUMBER: B10311 Oft e 3 � � � BY: � ._ 4 W 0 z 0 S: to N 0 0 0 N N r 0 W 0 0 CG 1 f›- C3>- 1›- FLAG NOTES 500 KCMIL CU GROUNDING CONDUCTOR. #4/O AWG CU GROUNDING CONDUCTOR. #6 AWG CU GROUNDING CONDUCTOR. (2)500 KCMIL CU GROUNDING CONDUCTOR. PROVIDE 750 KCMIL CU GROUNDING CONDUCTOR TO GROUND BUS IN SWITCHBOARD MSB -2 IN LEVEL P -2. BOND TO GROUNDING BUS. • L_ .. rL.. J L... ..L... -a- . J I ,1 re • -f• -f -, r • • -f 4 ••i, -4 •.8 4 .. Je• Se -4 -.� .. LC .".LT ...4 . - , � ' r . • "'"4.r • — `,c \ • • \ • � , • -, r � • . - • -rt • -f - rd.. --I MASTER GROUND I - ~I t ra SYSTEM ! ---164 ' . Dc MAIM .Ow lee CORR'DOR .. • • sus lV k } • FILES ELECT GLO {L5'; -;e •gGEP i s :_g'x14' 11 GROUNDING PLAN • VACANT AREA J GENERAL NOTES 1. BOND EACH CABINET WITH A #6 AWG GROUNDING CONDUCTOR TO GROUND ABOVE. , 1 [r DC � arn1E 1 14 p� PLOT: " PROJECT NUMBER: 8103 DE C � 3 244 DRAWN BY: oN PERA fn cE„n t* CHECKED BY: 7J APPROVED BY: r irj • DRAWING NUMBER: ofi -fiff z., m a mama 1 1, E6 w .r. Va rw�lY.. !;.►. .. • ~� 920 OLM WAY • nun! 1 100 88ATns. WA 98101-1853 -- PF+oPat (208)887 -0833 CONSULTANTS FAX (2081887-0554 , . REVISIONS SAILISEY. ARCHITECTURE SPARLING ELECTRICAL EI1054EERtG TEC)+lOLOOY CONSUt..TNO ISSUE DATE M drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation and the some moy not be duplicated. used or disclosed without the written content of the Sobey Corporation. Tennant linprov n errt For St bEX•GEM -NE7 • r • '• • • • ••• # • • • . • • • • at Intergate Lest 12101 Tukwila International Blvd. Tukwila, W4 DRAWING TITLE: PROGRESS DATE: 06/14i1010 FILE: Ebr 4 M1 LEvEL C&ROUNDINIC PLAN 71 .. • M +. 1�♦ cn J 0 m S N N (Th 4 60HP, 480V/30 EC -1 1/3H•, 120V EF -1 1/2H • , 120V WP, GFI 1�1 I'1 J it w ri,i EC -2 1 /4HP, 120V 6OHP, 480V/30 L4A -Y WP, Gf I- - L4,A -9 4 1 , i EC -3\ » &l ., 1 1 L4A -5 1 1 /5HP, 120V , ;, 1 •_ - _ .r 1 Q I 1 1 I 1 1 I AC -3 (lkTURE) 1 1 60HP, 480V/30 N ' 1 1 1 1 1 1 1 1 1 1 -4-- I 1 ROOF PLAN SCALE: i /S " =T -O'" 0 • 1 Is • 1)01443C t SBEY • ir - SPARLING ELECTRICAL ENGINEERING LIGHTING DESIGN • rE I-940L OY CONSULTING 720 OWE WAY • S NTT 1 100 SEATTLE. WA 98101 PFNNon (200)007-0555 FA* (208)887 -0554 CONSULTANTS www.sPARU 40.c M ••■ • • REVISIONS ARCHITECTURE Tenant Improvement ror at Intergate LL st 12101 Tukwila international SIvd. Tukwila, 1,44 en PROGRESS GATE: a/14i n E,► DEC a 3 2004 PLOT: ' E ceivrel PROJECT NUMBER: 1310311 DRAWN BY: ON CHECKED BY: TJ APPROVED BY: DRAWING NUMBER: i7070:44110 E1.1 ISSUE DATE NI drawings and written material appearing herein constitute the original and unpublished work of the Sobey Corporation ond the same written convent o� f�� without wr Sobey Corporation. St 1 1EX• GEN • NET • • • • • 40 • • • • • DRAWING TITLE: ROOF FLAN 4 W J V 0 N ROOF 4TH FLOOR LEVEL P - 2 5N4 ..X, • • ... , - . %1 v._: -. • , _. _.► :mss r _ 4? .. �.. -w... .v«��....�...uu... • 2000A -4P 65KAIC REMOTE GENERATOR ANNUNCIATOR (IN UPS ROOM) r- DIGITAL METERING 1 1 1 1 1 5N4 I L- BYPASS/ ISOLATION SWITCH (0m << 0 N METERING COMPARTMENT PER SEATTLE CITY UGHT REQUIREMENTS <4 5 TO SCL « « « §F, § G < < r< < E§ UGHTNING ARRESTER DIGITAL METERING 200A 200A 100A 100A 125A 9 \--SVA30 1458 480V/277V, 30, 4W, 65KAIC, 2500A 1250KW/1563K VA ENGINE /GENERATOR 5N4 6M4 180KW I �_ UPS (TYP) r ....._ H4 225A NCB 10 \---SWBD 4D1 480Y/277V, 30. 4W, 65KAIC, 2000A « NN 2M4 2144 � N3 1 I UPS 2 I 11 6 . 3 ".. T -1 30 KVA V- 2 2008Y/120V 30 DC POWER 12 750KW LOAD BANK v 12 MINUTE BATTERIES (TYP) 12 MINUTE BATTERIES (TYP) 1 1 1 1 1 13 W 11 NN C88 NN 14 114 DC POWER FUTURE W i NN r r 15 1 1 1 1 1 16 2144 << tOIO NN 2000A BUSWAY §§ \--SYSTEM CONTROL CABINET STANDBY POWER RISER DIAGRAM SCALE: NOTE 17 W CC NN SIMBD G-1 480V/277V, 30, 4W, 65KAIC, 2000A 2144 18 EXTERNAL MAINTENANCE BYPASS W aG % 1 4 < IMO NN U4 800A 19 W Ce i L •e;C % WM NN C3 PDU -1 75KVA a 21 1 C3 C3 ,' `, C3 ,7] . C3 L PDU -2 75KVA 4 �- -."f , ' rw -- • • PDU -3' 1 PDU -4 1 1 1 1 1 1 1 1 1 1 1 1 75KVA : :75KVA 1 1 I -dr L J ,s C3 ; :PDU -5: PDU -6 I 1 t 1 1 1 1 1 1 1 :75KVA ' 75KVA I 1 1 L - - _ J C3 , r r . 1)044 r :PDU-7: 1 1 1 , C3 ,' 1 1 1 : 75KVA : 75KVA 1 I 1 PDU -8' SCHEDULE NOTES: 1. CONDUIT SIZING BASED ON RIGID GALVANIZED STEEL CONDUIT TYPE THHN- 2/THWN -2 AND XHHW MARE TAKING INTO ACCOUNT BOTH CONDUIT FILL AND JAMB RATIO. 2. AMPACITIES LISTED ARE BASED ON THE FOLLOWING TAKEN FROM TABLE 310 -16. A. 60' RATING FOR TERMINATION TO DEVICES 0 100A OR LESS PER UL B. 75' RATING FOR 3W AND 4W FEEDERS. C. 90' RATING FOR 5W FEEDERS DE -RATED TO 80% WHERE PREDOMINATLY HARMONIC CURRENTS ARE PRESENT. NEUTRALS 2 #1/0 ARE PARALLED ON 5W FEEDERS. 3. INCREASE RACEWAY SIZE FOR OTHER TYPES OF RACEWAYS AND DIFFICULT OR LONG PULLS. 4. GROUND WIRE SIZE INCREASED FOR PARALLEL CONDUCTOR RUNS PER NEC TABLE 250-95. 5. PROVIDE A SEPERATE ISOLATED GROUND CONDUCTOR ON AU. FEEDERS SHOWN. 6. INCREASE GROUND SIZE FOR GROUNDING ELECTRODES PER NEC TABLE 250 -94. FLAG NOTES: © 3 "H CONCRETE HOUSEKEEPING PAD. COORDINATE INSTALLATION REQUIREMENTS WITH SEATTLE CITY UGHT. 3 PANEL PDU. ::: •2 PANEL PDU. c r1' OiF E1V#o � DEC 0 3 2 PEI,. CEA SMIEY 720 OLN• W AY • Sutra 1 100 5EArru. WA ee1o1 -1653 PHoN E (206)667 -0555 FAX (206)667-055 CONSULTANTS WWW. SPAM-WM COM REVISIONS ARCHITECTURE St I ...■■■■■•■■• SPARLING ELECTRICAL i..lG4 -1TING DESKiN TECHNOLOGY CONSULTING • •••■ ISSUE DATE AN drowirgs and written nloteral appealing herein corsdituee the original and unpublished sock of the Sobsy Corporation and the some may not be duplicated, used or dlsclo•ed without the written concent of the Schley Corporation. Tenant Improvement for .• _" • • ' � • • . • . • • Netst HEX - GEN •NET a t Intergate bast 12101 Tukkwila Inte3rnat iona l Blvd. Tukwila, W14 DRAw1NG TITLE: STANDBY PiOUER Ip15ER DIAGRAM PROGRESS DATE: 016,1451 FILE: Eli U (LG PLOT: PROJECT NUMBER: 1308302 PRAWN BY: CHECKED BY: TJ APPROVED BY: 'DRAWING NUMBER: urr 4: s 4 J: \1310371\CADC‘,E81.0WG FEEDER SCHEDULE FEEDER NO. COPPER CONDUCTORS AMP ACM NOTE 2 CONDUIT MARE A4 1" 4 - #4, 1 #8 G. 70 A3 1" 3 - #4, 1#8 G. 70 84 1 1/4* 4 - #2, 1 #6 G. 115 83 1 1/4* 3 - #2, 1 # G. 115 2` 3 - #1, 1#1/0 N, 1#6 G. 20 1 1/2" 4 - #1, 1 N6 G. 130 1 WI I V _J 1 1/2* 3 - #1, 1 # G. 130 2" 6 - #1 /0, 1 #6 G. A ? 5? 1? 6 ire 1 1/2" 4 -- # /0, 1 #6 G. 1 1 /4" 3- 1 /O. 1 #6 G. E5 2" 5 - #2/0, 1 #6 G. E4 2" 4 - #2/0.1 0 G. E3 2 " 3 - # 2 / 0 , 1 # 6 G . F5 2" 5 - #3/0, 1 1 G. 180 F4 2" 4 - #3/0, 1 0 G. 200 F3 1 1/2" 3- #3/0, 1 0 G. 200 G5 2 1/2" 5- #4/0, 1 6 G. 208 G4 2" 4 - #4/0, 1 #4 G. 230 G3 2" 3 - #4/0, 1 #4 G. 230 H5 3" 5- 250kcrnil, 1 #4 G. 232 �. •H4 2 1/2" 4- 250kcmil, 1 #4 G. 255 H3 2 1/2" 3-- 250kcmil, 1 #4 G. 255 J5 3" 5- 300kcmil, 1 #4 G. 256 J4 3" 4- 300kcmil, 1 #4 G. 285 J3 r 3- 300kcmil, 1 #4 G. 285 K5 3" 5- 350kcmil, 1 #4 G. 280 K4 ' 3" 4- 350kcrnil, 1 #4 G. 310 K3 r 3- 350kcrnil, 1 #4 G. 310 1.5 3" 5- 400kcmil, 1 #2 G. 304 L4 r - 4- 400kcrn il, 1 #2 G. 335 L3 r 3- 400kcmg, 1 #2 G. 335 M5 3 1/2" 5- 500kcmil, 1 #2 G. 344 M4 3" 4- 500kcmil, 1 #2 G. 380 #A3 3" 3- 500kcmil, 1 #2 G. 380 N5 I 4" 5- 600kcmiI, 1 #2 G. 380 N4 3 1/2" 4- 600kcmil, 1 #2 G. 420 N3 3 1/2" 3- 600kcmil, 1 #2 G. 420 2H5 1 (2) 3" 5- 250kcmil, 1 #2 G. EA. 464 2H4 (2) 2 -1/2" 4- 250kcmil, 1 #2 G. EA. 510 2H3 (2) 2 -1/2" 3- 250kcmil, 1 #2 G. EA. 510 2J5 (2) 3" 5- 300kcmil, 1 #2 G. EA. 512 2K5 (2) 3" 5- 350kcmil, 1 #1 G. EA. 560 2K4 • (2) 3" • 4-- 350kcmil, 1 in G. EA. 620 2K3 (2) 2 -1/2" 3- 350kcmil. 1 in G. EA. 620 2144 • (2) 3" 4- 500kcmil, 1 #1/0 G. EA. 760 2113 (2) 3" 3- 500kcmil, 1 #1/0 G. EA. ' 760 i 2N4 (2) 3-1/2" 4- 600kcrmil, 1 #1/0 G. EA. 840 2N3 (2) 3 -1/2" 3- 600kcmil, 1 #1/0 G. EA. , 840 3L4 . 3L3 (3) 3 4- 400kcmil, 1 #2/0 G. EA. 1005 (3) 3" 3- 400kcm iI, 1#2/0 G. EA. 1005 4H4 (4) 2 -1/2" 4- 250kcmil, 1 #2/0 G. EA. 1020 4113 (4) 2 -1/2" 3- 250kcmil, 1 #2/0 G. EA. 1020 4K4 (4) 3" 4- 350kcm il. 1 #3/0 G. EA. 1240 4K3 (4) 3" 3- 350kcmil, 1 #3/0 G. EA. 1240 4N4 (4) 3-1/2" 4- 600kcmil, 1 #4/0 G. EA. 1680 4N3 (4) 3 -1/2" 3- 600kcrnil, 1 f4 /0 G. EA. 1680 5N4 (5) 3-1/2" 4- 600kcm iI, 1 #250 G. EA. 2100 5N3 (5) 3 -1/2" 3- 600kcmil, 1 #250 G. EA. 2100 6144 (6) 3" 6- 500kcmii, 1 #250 G. EA. 2280 6N4 (6) 3 -1/2" 4- 600kcmil, 1 #350 G. EA. 2520 6N3 } (6) 3 -1/2" 3- 600kcmil, 1 #350 G. EA. 1 2520 W J V 0 N ROOF 4TH FLOOR LEVEL P - 2 5N4 ..X, • • ... , - . %1 v._: -. • , _. _.► :mss r _ 4? .. �.. -w... .v«��....�...uu... • 2000A -4P 65KAIC REMOTE GENERATOR ANNUNCIATOR (IN UPS ROOM) r- DIGITAL METERING 1 1 1 1 1 5N4 I L- BYPASS/ ISOLATION SWITCH (0m << 0 N METERING COMPARTMENT PER SEATTLE CITY UGHT REQUIREMENTS <4 5 TO SCL « « « §F, § G < < r< < E§ UGHTNING ARRESTER DIGITAL METERING 200A 200A 100A 100A 125A 9 \--SVA30 1458 480V/277V, 30, 4W, 65KAIC, 2500A 1250KW/1563K VA ENGINE /GENERATOR 5N4 6M4 180KW I �_ UPS (TYP) r ....._ H4 225A NCB 10 \---SWBD 4D1 480Y/277V, 30. 4W, 65KAIC, 2000A « NN 2M4 2144 � N3 1 I UPS 2 I 11 6 . 3 ".. T -1 30 KVA V- 2 2008Y/120V 30 DC POWER 12 750KW LOAD BANK v 12 MINUTE BATTERIES (TYP) 12 MINUTE BATTERIES (TYP) 1 1 1 1 1 13 W 11 NN C88 NN 14 114 DC POWER FUTURE W i NN r r 15 1 1 1 1 1 16 2144 << tOIO NN 2000A BUSWAY §§ \--SYSTEM CONTROL CABINET STANDBY POWER RISER DIAGRAM SCALE: NOTE 17 W CC NN SIMBD G-1 480V/277V, 30, 4W, 65KAIC, 2000A 2144 18 EXTERNAL MAINTENANCE BYPASS W aG % 1 4 < IMO NN U4 800A 19 W Ce i L •e;C % WM NN C3 PDU -1 75KVA a 21 1 C3 C3 ,' `, C3 ,7] . C3 L PDU -2 75KVA 4 �- -."f , ' rw -- • • PDU -3' 1 PDU -4 1 1 1 1 1 1 1 1 1 1 1 1 75KVA : :75KVA 1 1 I -dr L J ,s C3 ; :PDU -5: PDU -6 I 1 t 1 1 1 1 1 1 1 :75KVA ' 75KVA I 1 1 L - - _ J C3 , r r . 1)044 r :PDU-7: 1 1 1 , C3 ,' 1 1 1 : 75KVA : 75KVA 1 I 1 PDU -8' SCHEDULE NOTES: 1. CONDUIT SIZING BASED ON RIGID GALVANIZED STEEL CONDUIT TYPE THHN- 2/THWN -2 AND XHHW MARE TAKING INTO ACCOUNT BOTH CONDUIT FILL AND JAMB RATIO. 2. AMPACITIES LISTED ARE BASED ON THE FOLLOWING TAKEN FROM TABLE 310 -16. A. 60' RATING FOR TERMINATION TO DEVICES 0 100A OR LESS PER UL B. 75' RATING FOR 3W AND 4W FEEDERS. C. 90' RATING FOR 5W FEEDERS DE -RATED TO 80% WHERE PREDOMINATLY HARMONIC CURRENTS ARE PRESENT. NEUTRALS 2 #1/0 ARE PARALLED ON 5W FEEDERS. 3. INCREASE RACEWAY SIZE FOR OTHER TYPES OF RACEWAYS AND DIFFICULT OR LONG PULLS. 4. GROUND WIRE SIZE INCREASED FOR PARALLEL CONDUCTOR RUNS PER NEC TABLE 250-95. 5. PROVIDE A SEPERATE ISOLATED GROUND CONDUCTOR ON AU. FEEDERS SHOWN. 6. INCREASE GROUND SIZE FOR GROUNDING ELECTRODES PER NEC TABLE 250 -94. FLAG NOTES: © 3 "H CONCRETE HOUSEKEEPING PAD. COORDINATE INSTALLATION REQUIREMENTS WITH SEATTLE CITY UGHT. 3 PANEL PDU. ::: •2 PANEL PDU. c r1' OiF E1V#o � DEC 0 3 2 PEI,. CEA SMIEY 720 OLN• W AY • Sutra 1 100 5EArru. WA ee1o1 -1653 PHoN E (206)667 -0555 FAX (206)667-055 CONSULTANTS WWW. SPAM-WM COM REVISIONS ARCHITECTURE St I ...■■■■■•■■• SPARLING ELECTRICAL i..lG4 -1TING DESKiN TECHNOLOGY CONSULTING • •••■ ISSUE DATE AN drowirgs and written nloteral appealing herein corsdituee the original and unpublished sock of the Sobsy Corporation and the some may not be duplicated, used or dlsclo•ed without the written concent of the Schley Corporation. Tenant Improvement for .• _" • • ' � • • . • . • • Netst HEX - GEN •NET a t Intergate bast 12101 Tukkwila Inte3rnat iona l Blvd. Tukwila, W14 DRAw1NG TITLE: STANDBY PiOUER Ip15ER DIAGRAM PROGRESS DATE: 016,1451 FILE: Eli U (LG PLOT: PROJECT NUMBER: 1308302 PRAWN BY: CHECKED BY: TJ APPROVED BY: 'DRAWING NUMBER: urr 4: s 4 J: \1310371\CADC‘,E81.0WG m W J U Z 0 m STAND —OFF MOUNTING BRACKET DOUBLE BARREL LUGS i EXOTHERMIC (FOR CABLE TRAY BOND ONLY) MELDED TAP • • • • 's■ks INSULATOR E& 1. GROUND BARS ARE AVAILABLE FROM EVERETT SOUND MACHINE WORKS (425) 259 - 2216. PROVIDE COMPLETE WITH APPROPRIATE MOUNTING HARDWARE (BOLTS, NUTS, LOCKWASHERS, STAND OFF BRACKETS AND INSULATORS), MOUNTING HOLES, SLOTS AND LUGS. 2. ALL CABLE SPLICES AND CONNECTORS SHALL BE EXOTHERMIC WELDS. 3. ASSEMBLED GROUND BARS SHALL BE FABRICATED FROM STOCKUST AND DETAIL DRAWINGS. 4. GROUND BARS SHALL BE 36" LONG. GROUND BAR DETAIL E11.0 SCALE: NONE COPPER BAR 1/4" X 4' WIDE X LENGTH PER NOTE 4 BELOW WITH 1/4" at 3/8" HOLES AND 3/8" X 3/4" SLOT. CAD PLATED HEX HEAD 3/8" BOLT, LOCKWASHER AND NUT. TO MAIN GROUND RISER. LEVEL ROOF LEVEL F -4 LEVEL P -2 1 CABINETS PHASE I r ;MAIN ELECTRICAL ROOM MAIN SWITCHBOARD MS8 -2 500KCMIL CU GND PDU -2--1 QDl1 - 1 a EXTERNAL MAINTENANCE 750 KCMIL CU GND (2) 500KCMIL CU GND ---•. r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • GENERAL NOTES: SWTCHBOARD 401 ATS -1 (4 -FOIE) 500KCNIL CU GND t to N G •4/O GROUNDING SYSTEM RISER E11.O SCALE: NONE 1 . REFER TO COMMUNICATIONS DRAWINGS FOR GROUND BAR LOCATIONS. 2. ALL GROUND WIRE SHALL BE BARE COPPER. SYSTEM CONTROL CABINET 1 OFFICE /O AREA CABINETS PHASE M U4 S CABINETS • PHASE N 500KCMIL CU GND GENERATOR G-1 GENERATOR ROOM • • • IPA /O • 1 , -f— GROUND ROo (TYP) • • • J r. • ; • t 1)D411"3519 DRAWING TITLE: CrROINDING RISER DIAGRAM / EXPIRE! qr'1 OF N DEC O 3 4 7 SEA �n 1244- SBE 720 OwvE WAY • Sum 1 100 SsArrus. WA 90101-1053 -� PF+ow (209)657-0555 FAx MO5)657-0554 CONSULTANTS www.swARLwa.coM REVISIONS .ISSUE DATE AM drawings and written material appearing herein constitute the original and unpublished work . of the Sobey Corporation some and the may not be duplicated, used or disclosed erithout the written content of the Sobey Corporation. Tenant Improvement for MEx.GEN•NET ,. . : • . • • • at Interga to IUest 12101 Tukwila International Bivd. Tukwila, WA PROGRESS DATE: €6/1400 FILE: E ARCHITECTURE - tf -f SPARLING ELECTRICAL Las -mni0 DESIGN 'TECHNOLOGY c0P us:ri 1Q PLOT: PROJECT NUMBER: 808302 DRAWN BY: CHECKED BY: TJ APPROVED BY: DRAWING NUMBER. r 4