Loading...
HomeMy WebLinkAboutPP - 12101 TUKWILA INTERNATIONAL BLVD - SABEY / INTERGATE WEST BUILDING C - PERMITS AND PLANS12101 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 18-F-213 05-F-105 09-S-147 10-F-215 01-F-053 08-S-393 10-F-143 10-F-141 10-F-086 09-F-171 09-F-134 08-F387 08-F-052 08-F-001 07-F-114 07-F-104 06-F-131 05-F-174 05-F-172 00-F-332 00-F-293 00-F-229 00-F-183 00-F-182 00-F-103 00-F-061 18-S-157 17-S-043 15-S-173 10-5-040 10-S-025 09-S-065 08-S-057 07-S-118 05-S-094 05-5-011 04-S-007 01-5-050 00-5-318 00-S-278 00-S-166 99-S-424 D18-0193 D16-0303 4.4"444 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 0923049309 Site Address: 12101 Tukwila Int' 1 Blvd. Suite Number: 301 Floor: 3rd Tenant Name: The Pacific Institute TI New Tenant? X. Yes ❑-No Property Owner's Name: Sabey Buildings Mailing Address: 12201 Tukwila Int' 1 blvd Seattle Wa 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: {206) 622"4656 Company Name: VIKING FIRE PROTECTION COMPANY Mailing Address: 3434 FIRST AVE. S. SEATTLE, WA 98134 City State Zip E-mail Address: Ty.Allan(avikingsprinkler.net Fax Number. (206)622-9319 Contractor's City of Tukwila Business License number: BUS -0995873 Total number of new/relocated devices or sprinkler heads: 8 Valuation of Project (contractor's bid price): $ 5,121 Scope of Work (please provide detailed information): Revise sprinkler layout to accomadate a new tenant for the space PERMIT APPLICATION NOTES 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 Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 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 OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 1/26/15 Print Name: Ty Allan Plan Permit App.doc Day Telephone: (206) 6224656 822/14 TFD FP Form 8 4lattluNt SITE LOCATION ?,I O '200 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 092304-9031 -.1-240-1—Tukwila Intl Blvd, Tukwila, Wa Site Address: Suite Number:" Floor: 3 Tenant Name: District Council Laborers TI New Tenant? eYes ❑ - No Property Owner's Name: Sabey Corporat ion 12201 Tukwila Inter Blvd SeattleWa 98168 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: 425-622-4656 Company Name: Viking Automatic Sprinkler Co. Mailing Address: 3434 1st Ave S Seattle Wa 98134 TAllan@Vikingsprinkler.net City State Zip Ty E-mail Address: Fax Number: 206.622.9319 Contractor's City of Tukwila NICET III number: 6676-0791-C (Dan Mcluen) Business License number: BUS -0995873 Total number of new/relocated devices or sprinkler heads: 29 Valuation of Project (contractor's bid price): $ 11,700 Scope of Work (please provide detailed information): New tenant is adding small off ices on North side of building and removing ceiling in the south side. PERMIT APPLICATION NOTES 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 Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 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 OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PAID BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Ty Allan Ty Allan TUKWILA FIRE 206.622 .4656 Print Name: Day Telephone: Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address:12101 Tukwila International Blvd, Tukwila, WA 98188 Suite Number: 300 Floor:3 Tenant Name: Luina (NW Laborers) @ Gateway Bldg C New Tenant? ❑ - Yes 0 - No Property Owner's Name: Mailing Address: Same City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mike McKee Day Telephone:425-318-1432 Company Name: Red Hawk Fire & Security Mailing Address:21312 30th Drive SE, Suite #103 Bothell WA 98021 City State Zip E-mail Address: wapermits@redhawkus.com Fax Number: 425-486-2611 Contractor's City of Tukwila NICET III number: Business License number: 602 685 851 Total number of new/relocated devices or sprinkler heads: 14 Valuation of Project (contractor's bid price): $ 8,750.00 Scope of Work (please provide detailed information): adding a new power supply and notification for Tenant Improvement PERMIT APPLICATION NOTES 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 Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. 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 OR WASHtty, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING s' OR AUTHORIZED AGENT: CCT 2 2 2018 Signature: Print Name: Brian VanDerHeyen Plan Permit App.doc TUKW ILA, FIRE Date: 10-22-2018 Day Telephone: 425-318-1443 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Mzima 12101 Tukwila Intl. BI. Permit No.: 09-S-065 Date: April 23, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: District Council Laborers 12101 Tukwila International BI, Suite 300 Permit No.: 18-S-157 Date: August 13, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Pacific Institute TI 12201 Tukwila Int. Blvd # 301 Permit No.: 15-S-172 Date October 21, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 "for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 'of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock pre action systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: DIGITAL FOREST 12101 INTERNATIONAL BLVD. SUITE#401 Permit No.: 08-S393 Date: July 29, 2008 Reviewer: Steve Kohler Fire Prevention Inspector/planreview (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit i' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: M 1-1 Sprinklers: Type of Inspection: r7/"4/ ( Com,( A f -61 ,_,----_, Address: Suite #: 116 (Ti 63 7 Contact Person: Pre -Fire: Special Instructions: Permits: Phone No.: Occupancy Type: k. ----- Approved per applicable codes. Corrections required prior to approval. COMMENTS: twtti c .41 Af•P'-i" Needs Shift Inspection: f Sprinklers: Hrs.: Fire Alarm: ( Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: R Inspector: T art Date: r2, h„ Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: OA L4k41,1( S Sprinklers: ti Type of Inspection #7 et oVI Address: Suite #: /2101 F 0 Contact Person: Special Instructions: Occupancy Type: f e. c- 1 -mer ? r 0 1.1-d pass sem- .re7 Phone No.: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ti Fire Alarm: IIHood & Duct: FI/V/Ci . &r. i4 (4g-6 7 oectia (dad is TR-., Permits: (t Occupancy Type: f e. c- 1 -mer ? r 0 1.1-d pass sem- .re7 o"v A. 2 8. ( p1rav62-o Sri-,---- pfi49- p/3-$ '2F- F-7"11-2-- ftlbT— 19ppateleerb, Alen eill-- i2 Needs Shift Inspection: Sprinklers: ti Fire Alarm: IIHood & Duct: ( Monitor: if l Pre -Fire: Permits: (t Occupancy Type: f Inspector: Fill c--4, Date: it N -/i Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit '' RMIT NUMBERS — CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: AAA) / S Type of Inspection: /4 Address:Contact Suite #: 0Z% 0 I ' I_...6A,p Person: Special Instructions: Phone No.: roved per applicable codes. Corrections required prior to approval. COMMENTS: Fly Ivor fipero-Nted. — P-( L4 t,IN e. /31...ette ✓1 S W/ SD ixe... 114 hint Ciwal i r) re olve...- d'a. ✓ ..� Vel4 ((-61.-1.-1_, JAGrle.es Sy tL t7'Ne..vJ — Provuk-de_ vi Ge. 1 ✓i kiiA 3o 4— - pc -me) e._ pix- -he,-,41— 4,04 -%-- Permits: ( Needs Shift Inspection: Sprinklers: 14 Fire Alarm: ✓ ..� Hood & Duct: Monitor: t,/ Pre -Fire: Permits: ( Occupancy Type: NS Inspector: ti eolikrA rs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 V l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit hts- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,j� 646 , coUr1,(�� Type of Inspection:ls`I �� Address: f'?1of r � � �Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Ole, 7d co1't--(2-• 2,57,1 1\15) t7i ' - Se - 65144 t G B-rRG_ 9flAi*, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Du Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector: f ;rn C Date: ///2Vi S/ Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 v FIRE ALARM SYSTEM RECORD OF COMPLETION To be completed by the system installation contractor at the time of system acce . . • and approval 1. PROTECTED PROPERTY INFORMATION Name of Property: Gateway Building C (2FL NW Laborers TI) Address: 12101 International Blvd Ste 300 Description of property: Office Occupancy type: Name of property representative: S•bel Core _ Address: 1220 (a. tAlccrw.,Kovt.vt U-.) b Phone: Lod-Z13-1-$Zo0 Fax: E-mail: Authority having jurisdiction over this property: 1;74kwlt_oc t c C -E 6 At4+.^fn'r Phone: 2.64,.c -If, -04o9 Fax: E-mail: 2. FIRE ALARM SYSTEM INSTALLATION, SERVICE, AND TESTING INFORMATION Installation contractor for this equipment: Address: 21312 30 Drive SE, Suite.103 Red Hawk Fire & Security Phone: 425-486-2600 Fax: 425-486-2611 E-mail: Service organization for this equipment: Red Hawk Fire & Security (Warranty period) Address: 21312 30 Drive SE, Suite.103 Phone: 425-486-2600 Fax: 425-486-2611 E-mail: Location of as -built drawings: Property Mgr Location of historical test reports: N/A Location of system operation and maintenance manuals: Nac Panel A contract for test and inspection in accordance with NFPA standards is in affect as of: N/A Contracted testing company: Gy..".cckz. SQe-u..6-(1 Address: Phone: Z06 -3V,-2 ( Contract expires: Fax: E-mail: Contract number: Frequency of routine inspections: 3. TYPE OF FIRE ALARM SYSTEM OR SERVICE NFPA 72 Chapter Reference of System Type: N/A Name of organization receiving alarm signals with phone numbers (if applicable) : Alarm: Phone: Supervisory: Phone: Trouble: Phone: Entity to which alarms are retransmitted: N/A Method of retransmission of alarm to that organization or location: N/A If Chapter 8, note the means of transmission from the protected premises to the central station: Digital alarm communicator ❑ McCulloh 0 Multiplex 02 -way radio 01 -way radio ❑N/A If Chapter 9, note the type of connection: 0 Local energy ['Shunt ❑ N/A 3.1 System Software Operating system (executive) software revision level: N/A Site-specific software revision date: N/A Revision completed by: N/A NFPA 72 - 2007 Record of Completion.xls Page 1 of 5 FIRE ALARM SYSTEM RECORD OF COMPLETION 4. SIGNALING LINE CIRCUITS Characteristics of signaling line circuits connected to this system (see NFPA 72, Table 6.6.1): Quantity: 1 Style: Y Class: B 5. ALARM -INITIATING DEVICES AND CIRCUITS N/A Characteristics of signaling line circuits connected to this system (see NFPA 72, Table 6.5): Quantity: Style: Class: 5.1 Manual Initiating Devices 5.1.1 Manual pull Stations Number of pull stations: N/A Type of devices: ❑ Addressable ❑ Conventional ❑ Coded ❑ Transmitter ❑ N/A 5.2 Automatic Initiating Devices 5.2.1 Area Smoke Detectors Number of smoke detectors: 1 Type of coverage: ❑ Complete area ❑ Partial area ❑ Nonrequired partial area I—N/A Type of devices: ❑Addressable ❑ Conventional ❑ Coded ❑ Transmitter ❑ N/A Type of smoke detector sensing technology: ❑ Ionization ❑ Photoelectric 5.2.2 Duct Smoke Detectors Number of duct smoke detectors: N/A Type of coverage: Type of devices: ❑Addressable ❑ Conventional ❑ Coded ❑ Transmitter ❑ N/A Type of smoke detector sensing technology: ❑ Ionization ❑ Photoelectric 5.2.3 Heat Detectors Number of heat detectors: N/A Type of coverage: ❑ Complete area ❑ Partial area ❑ Nonrequired partial area ❑N/A Type of devices: ❑ Addressable ['Conventional ['Coded Cl Transmitter ❑ N/A 5.2.4 Sprinkler Waterflow Detectors Number of waterflow switches: N/A Type of devices: ❑Addressable 1 Conventional Cl Coded ❑ Transmitter ❑ N/A 5.2.5 Alarm Verification Number of devices subject to alarm verification: 1 Alarm verification on this system is: 0 Enabled ❑ Disabled ❑ Set fo 30 seconds NFPA 72 - 2007 Record of Completion.xls Page 2 of 5 FIRE ALARM SYSTEM RECORD OF COMPLETION 6. SUPERVISORY SIGNAL -INITIATING DEVICES AND CIRCUITS 6.1 Sprinkler System Type of devices: ❑ Addressable Li Conventional ❑ Coded ❑ Number of valve supervisory switches: N/A Transmitter ❑ N/A 6.2 Fire Pump N/A Type of fire pump: ❑ Electric ❑ Diesel Type of fire pump supervisory devices: ❑Addressable ❑Conventional ❑Coded _Transmitter ❑N/A Fire Pump Functions Supervised ❑ Fire pump power ❑ Fire pump running ❑ Fire pump phase reversal Selector switch not in auto I Fie pump or control panel trouble ❑ Low Fuel Other: 6.3 Engine -Driven Generator N/A Type of generator supervisory devices: ❑ Addressable ❑Conventional ❑ Coded ❑ Transmitter ❑ N/A Generator Functions Supervised ❑ Engine or control panel trouble ❑ Generator running ❑ Selector switch not in auto ❑ Low fuel Other: 7. ANNUNCIATORS N/A 7.1 Annunciator 1 LJ Local URemote Type: ❑ I Addressable ❑ Directory ❑Graphic ❑ N/A Location: 7.2 Annunciator 2 ❑ Local ❑Remote Type: ❑ Addressable ❑ Directory Graphic ❑ N/A Location: 7.3 Annunciator 3 ❑ Local ❑ Remote Type: ❑ Addressable ❑ Directory ❑Graphic ❑ N/A Location: 8. ALARM NOTIFICATION DEVICES AND CIRCUITS 8.1 Emergency Voice Alarm Service N/A Number of single voice alarm channels: Number of speakers: 8.2 Telephone Jacks N/A Number of Telephone jacks installed: Type of telephone system installed: Number of multiple voice alarm channels: Number of speaker zones: Number of telephone handsets stored on site: ❑ Electrically power ❑ Sound Powered 8.3 Nonvoice Audible System Characteristics of notification device circuits connected to this system (see NFPA 72, Table 6.5): Quantity: 1 Style: Y Class: B 8.4 Type and Quantities of Nonvoice Notification Appliances Installed Bells: 0 With visual devices: 0 Horns: 5 Chimes: 0 With visual devices: 0 ❑ N/A Visual devices without audible devices: 10 Other (describe): With visual devices: 5 NFPA 72 - 2007 Record of Completion.xls Page 3 of 5 FIRE ALARM SYSTEM RECORD OF COMPLETION 9. EMERGENCY CONTROL FUNCTIONS ACTIVATED N/A ❑ Hold -open door releasing devices ❑ Smoke management or smoke control -1 Door unlocking ❑ Elevator recall ❑ Other 10. SYSTEM POWER SUPPLY 10.1 Primary Power NAC PANEL Nominal voltage 120VAC Amps Overcurrent protection: Type BREAKER Amps 20 20 Location (of primary supply panelboard): N. EL.>Yc-12{C.4L ( •, Disconnecting means location: ;ft_ . ELF -ash .tc 10.2 Secondary Power NAC PANEL Location: IN PANEL Type: SLA Number of standby batteries: Nominal voltage: 24VDC Current rating: S•2A 2 Amp hour rating: 7AH Location of emergency generator: N/A Location of fuel storage: Calculated capacity of secondary power to drive the system In standby mode: 24 HOURS In alarm mode: 5 MINUTES 11. RECORD OF SYSTEM INSTALLATION Fill out after all installation is complete and wiring has been checked for opens, shorts, ground faults, and improper branching, but before conducting operational acceptance test: The system has been installed in accordance with the following NFPA standards: (Note any or all that apply.) 1 NFPA 72 ❑ NFPA 70, National Electrical Code, Article 760 EI Manufacturer's published instructions ❑ Other (please specify): System deviations from referenced NFPA standards: Signed: Printed name: DAVID RASMUSSEN Date: 11/27/2018 Organization: RED HAWK FIRE & SECURI Title: FIELD FOREMAN Phone: 425-486-2600 12. RECORD OF SYSTEM OPERATION All operational features and functions of this system were tested by or in the presence of the signer shown below, on the date shown below, and were found to be operating properly in accordance with the requirements of: ❑Q NFPA 72 ❑ NFPA 70, National Electrical Code, Article 760 E Manufacturer's published instructions ❑ Other (please specify): ❑ Documentation in accordance with Inspection and Testing Form (Figure 10.6.2.3) is attached Signed: Printed name: DAVID RASMUSSEN Date: 11/27/2018 Organization: RED HAWK FIRE & SECURI Title: FIELD FOREMAN Phone: 425-486-2600 NFPA 72 - 2007 Record of Completion.xls Page 4 of 5 FIRE ALARM SYSTEM RECORD OF COMPLETION 13. CERTIFICATIONS AND APPROVALS 13.1 System Installation Contractor This system as specified herein has been installed and tested accoring to all NFPA statdards cited herein. Signed: Printed name: DAVID RASMUSEN Date: 11/27/2018 Organization: RED HAWK FIRE& SECURI' Title: FIELD FOREMAN Phone: 425-486-2600 13.2 System Service Contractor This system as specified herein has been installed and tested accoring to all NFPA statdards cited herein. Signed: Organization: Printed name: Date: Title: Phone: 13.3 Central Station This system as specified herein will be monitored according to all NFPA standards cited herein. Signed: Printed name: Date: Organization: Title: Phone: 13.4 Property Representative I accept this system as having been installed and tested to its specifications and all NFPA standards cited herein. Signed: Organization: Printed name: Date: Title: Phone: 13.5 Authority Having Jurisdiction I have witnessed a satisfactory acceptance test of this system and find it to be installed and operating properly in accordance with its approved plans and specifications, its approved sequence of operations, and with all NFPA standards cited herein. Signed: Organization: Printed name: Date: Title: Phone: NFPA 72 - 2007 Record of Completion.xls Page 5 of 5 ECARO-25 Flow Calculation Software Agent Requirements - Enclosure 0001 (TANK 2-1) Fike Corporation Enc%sure Area Agent Requirements - Enclosure 0002 (TANK 2-2) Enclosure Area Enclosure Height VolumeAdded Vo/ume Subtracted Protected Volume 0.00 ft L X 0.00 ft W 0.00 ft None None 13325.31 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 9.00 % 9.01 % at 70 °F 70 °F 70 °F 0 ft 417.0 lbs Agent Requirements - Enclosure 0002 (TANK 2-2) Enclosure Area Agent Requirements - Enclosure 0003 (TANK 2-3) Enclosure Area Enclosure Height VolumeAdded Vo/ume Subtracted Protected Volume 0.00 ft L X 0.00 ft W 0.00 ft None None 7550.31 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 9.00 % 9.00 % at 70 °F 70 °F 70 °F 0 ft 236.0 lbs Agent Requirements - Enclosure 0003 (TANK 2-3) Enclosure Area 05-1840 Z-2.125 Page 2 Enclosure Height VolumeAdded Subtracted Protected Volume 0.00 ft L X 0.00 ft W 0.00 ft None None 16469.31 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 8.99 % 8.99 % at 70 °F 70 °F 70 °F 0 ft 514.0 lbs 05-1840 Z-2.125 Page 2 ECARO-25 Flow Calculation Software Nozzle Information - Pipe Network 0001 (TANK 2-1) Fike Corporation Nozzle Number Type Endosure Name Requested Agent 0101 180° TANK 2-1 208.5 lbs 0102 180° TANK 2-1 208.5 lbs Total Agent Distributed Through Pipe Network: 417.0 lbs Nozzle Information - Pipe Network 0002 (TANK 2-2) Nozzle Number Type Endosure Name Requested Agent 0201 180° TANK 2-2 118.0 lbs 0202 180° TANK 2-2 118.0 lbs Total Agent Distributed Through Pipe Network: 236.0 lbs Nozzle Information - Pipe Network 0003 (TANK 2-3) Nozzle Number Type Endosure Name Requested Agent 0301 180° TANK 2-3 257.0 lbs 0302 180° TANK 2-3 257.0 lbs Total Agent Distributed Through Pipe Network: 514.0 lbs 05-1840 Z-2.125 Page 3 ECARO-25 Flow Calculation Software Cylinder Information - Pipe Network 0001 (TANK 2-1) Fike Corporation lender T Cy yPe ' Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-156 650 Ib (267 L) Upright 1 X 417 lbs No Manifold - , - - Fill Density Empty Weight Floor Area F/oor Loading 44.2 lbs / ft3 350 lbs 3.14 ft2 244 lbs / ft2 Cylinder Information - Pipe Network 0002 (TANK 2-2) Cylinder Type Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-155 375 Ib (153 L) Upright 1 X 236 lbs No Manifold - , - - Fill Density Empty Weight Floor Area Floor Loading 43.6 lbs / ft3 218 lbs 2.18 ft2 208 lbs / ft2 Cylinder Information - Pipe Network 0003 (TANK 2-3) Cylinder Type Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-156 650 Ib (267 L) Upright 1 X 514 lbs No Manifold - - - Fill Density Empty Weight Floor Area Floor Loading 54.5 lbs / ft3 350 lbs 3.14 ft2 275 lbs / ft2 05-1840 Z-2.125 Page 4 ECARO-25 Flow Calculation Software Pipe Network Isometric 2 \ 1 / 650 Ib (267 L) Upright (417.0 lbs) 05-1840 Z-2.125 375 Ib (153 L) Upright (236.0 lbs) Fike Corporation 1 \ 1 / 650 b (267 L) Upright (514.0 lbs) Page 5 ECARO-25 Flow Calculation Software Flow Calculation Input Data - Pipe Network 0001 (TANK 2-1) Fike Corporation Start End Length Elevation Select90° Pipe Dia Pipe kb 90 , lbw Side Union Ego Length Ly/ Nou Type Select Agent Sect Orifice 1 2 4.06 ft 4.06 ft 3 in SCH 40 T 2.44 ft 1 2 3 9.67 ft 9.67 ft tin SCH 40 T 3 4 26.75 ft 2 in SCH 40 T 2 4 102 2.17 ft -0.50 ft 1-1/4 in SCH 40 T 1 1 180 208.5 lbs 0.4531 in 4 101 2.17 ft -0.50 ft 1-1/4 in SCH 40 T 1 1 180 208.5 lbs 0.4531 in Flow Calculation Input Data - Pipe Network 0002 (TANK 2-2) Start End Length Elevation Select Pipe Dia Select Pipe sen 90 , Thro Side Union Eqo Length Ly/ Nozz Type Select Agent Select Orifice 1 2 3.54 ft 3.54ft Sin SCH 40 T 2.96ft 1 2 3 10.19 ft 8.98 ft 1-1/4 in SCH 40 T 3 4 11.00 ft 1-1/4 in SCH 40 T 3 4 202 2.17 ft -0.50 ft 1-1/4 in SCH 40 T 1 1 180 118.0 lbs 0.3580 in 4 201 2.17 ft -0.50 ft 1-1/4 in SCH 40 T 1 1 180 118.0 lbs 0.3580 in Flow Calculation Input Data - Pipe Network 0003 (TANK 2-3) Start End Length Elevation Selma Pipe Dia Selma Pipe Sch 90° Mai Side Union Ego Length CYI Nozz Type Select Agent Select Orifice 1 2 4.06ft 4.06 ft 3 in SCH 40 T 2.44ft 1 2 3 9.67 ft 8.46ft tin SCH 40T 3 4 20.17 ft tin SCH 40T 3 4 301 2.17 ft -0.50 ft 2 in SCH 40 T 1 1 180 257.0 lbs 0.5312 in 4 302 2.17 ft -0.50 ft 2 in SCH 40 T 1 1 180 257.0 lbs 0.5312 in 05-1840 Z-2.125 Page 6 ECARO-25 Flow Calculation Software Flow Calculation Output Data - Pipe Network 0001 (TANK 2-1) Fike Corporation Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -SCH 40 6.50 ft 259 psia 256 psia 40.2 lbs/s 2 3 2 -SCH 40 9.67 ft 256 psia 240 psia 40.2 lbs/s i 3 4 2 -SCH 40 37.09 ft 240 psia 216 psia 40.2 lbs/s 4 102 1 1/4-SCH 40 12.52 ft 216 psia 190 psia 20.1 lbs/s 208.5 lbs 0.4531 in 4 101 1 1/4-SCH 40 12.52 ft 216 psia 190 psia 20.1 lbs/s 208.5 lbs 0.4531 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 3.30.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 5/25/2006 8:48:25 AM System calculated within limits of Fikes UL listing and FM approval Flow Calculation Output Data - Pipe Network 0002 (TANK 2-2) Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -SCH 40 6.50 ft 265 psia 263 psia 23.4 lbs/s 2 3 1 1/4-SCH 40 10.19 ft 263 psia 233 psia 23.4 lbs/s i 3 4 1 1/4-SCH 40 21.35 ft 233 psia 185 psia 23.4 lbs/s 4 202 1 1/4-SCH 40 12.52 ft 185 psia 181 psia 11.7 lbs/s I 118.0 lbs 0.3580 in 4 201 1 1/4-SCH 40 12.52 ft 185 psia 181 psia 11.7 lbs/s 118.0 lbs 0.3580 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 3.30.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 6/6/2006 1:46:52 PM System calculated within limits of Fikes UL listing and FM approval Flow Calculation Output Data - Pipe Network 0003 (TANK 2-3) Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -SCH 40 6.50 ft 244 psia 241 psia 50.6 lbs/s 2 3 2 -SCH 40 9.67 ft 241 psia 220 psia 50.6 lbs/s i 3 4 2 -SCH 40 35.67 ft 220 psia 176 psia 50.6 lbs/s 4 301 2 -SCH 40 17.67 ft 176 psia 173 psia 25.3 lbs/s 257.0 lbs 0.5312 in 4 302 2 -SCH 40 17.67 ft 176 psia 173 psia 25.3 lbs/s 257.0 lbs 0.5312 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 3.30.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 6/6/2006 1:35:17 PM System calculated within limits of Fikes UL listing and FM approval 05-1840 Z-2.125 Page 7 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0001 (TANK 2-1) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-156 650 Ib (267 L) Upright 417 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 101 80-048-4531 1 1/4-SCH 40 180° 0.4531 in 102 80-048-4531 1 1/4-SCH 40 180° 0.4531 in Pipe List Qty Pipe Description 1 9.67 ft, 2 -SCH 40 1 8.75 ft, 2 -SCH 40 1 18.00 ft, 2 -SCH 40 2 0.50 ft, 1 1/4-SCH 40 2 1.67 ft, 1 1/4-SCH 40 Fitting List Qty Fitting Description 2 90° Elbow, 2 -SCH 40 1 Bullhead Tee, 2 -SCH 40 2 90° Elbow, 1 1/4-SCH 40 05-1840 Z-2.125 Page 8 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0002 (TANK 2-2) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-155 375 Ib (153 L) Upright 236 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 201 80-048-3580 1 1/4-SCH 40 180° 0.3580 in 202 80-048-3580 1 1/4-SCH 40 180° 0.3580 in Pipe List QLy Pipe Description 1 10.19 ft, 1 1/4-SCH 40 3 0.50 ft, 1 1/4-SCH 40 1 4.92 ft, 1 1/4-SCH 40 1 5.58 ft, 1 1/4-SCH 40 2 1.67 ft, 1 1/4-SCH 40 Fitting List Qty Fitting Description 5 90° Elbow, 1 1/4-SCH 40 1 Bullhead Tee, 1 1/4-SCH 40 05-1840 Z-2.125 Page 9 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0003 (TANK 2-3) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-156 650 Ib (267 L) Upright 514 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 301 80-050-5312 , 2 -SCH 40 180° 0.5312 in 302 80-050-5312 2 -SCH 40 180° 0.5312 in Pipe List Qty Pipe Description 1 9.67 ft, 2 -SCH 40 3 0.50 ft, 2 -SCH 40 1 18.00 ft, 2 -SCH 40 3 1.67 ft, 2 -SCH 40 Fitting List Qty Fitting Description 5 90° Elbow, 2 -SCH 40 1 Bullhead Tee, 2 -SCH 40 05-1840 Z-2.125 Page 10 ECARO-25 Flow Calculation Software System Acceptance Report Pipe Network Discharge Time Fike Corporation Pipe Network Discharge Time %Agent in Pipe Network Pipe Temperature 0001 - TANK 2-1 9.78 s 16.87% 70 °F 0002 - TANK 2-2 9.48 s 11.72% 70 °F 0003 - TANK 2-3 9.88 s 11.89% 70 °F Enclosure 0001 (TANK 2-1) - Nozzle Performance Nozzle Number Orifice Diameter Agent Requested Agent Predicted Nozzle Pressure 101 0.4531 in 208.5 lbs 208.5 lbs 190 psia 102 0.4531 in 208.5 lbs 208.5 lbs 190 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00% 9.00% 9.01%at70°F 9.01%at70°F Enclosure 0002 (TANK 2-2) - Nozzle Performance Nozzle Number Orifice Diameter Agent Requested Agent Predicted Nozzle Pressure• 201 0.3580 in 118.0 lbs 118.0 lbs 181 psia 202 0.3580 in 118.0 lbs 118.0 lbs 181 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00 % 9.00 % 9.00 % at 70 °F 9.00 % at 70 °F Enclosure 0003 (TANK 2-3) - Nozzle Performance Nozz/e Number Orifice Diameter Agent Requested Agent Predicted Nozz/e Pressure 301 0.5312 in 257.0 lbs 257.0 lbs 173 psia 302 0.5312 in 257.0 lbs 257.0 lbs 173 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00 % 8.99 % 8.99 % at 70 °F 8.99 % at 70 °F 05-1840 Z-2.125 Page 11 FIRE CHIEF EQUIPMENT CO. JOB: Battery Calculations for the Fike Cheetah Fire Alarm Panel and Devices QUANTITY DEVICE STANDBY CURRENT DRAW AUX POWER SUBTOTAL TOTAL (mA per device) (mA per device) (mA needed) 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP 250.00 mA 0.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA 0.00 mA 10.12 mA 2.88 mA 1.62 mA 0.81 mA 4.32 mA 12.00 mA 9.00 mA 250.00 mA 0.00 mA 40.75 mA TOTAL STANDBY CURRENT 290.75 mA QUANTITY DEVICE ALARM CURRENT DRAW AUX POWER SUBTOTAL TOTAL (mA per device) (mA per device) (mA needed) 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 8 MR -201/C RELAY 6 Bells 2 MDL Synch Module 4 Horn/Strobe 75cd 1 Hom/Strobe 15cd 8 Discharge Strobe 250.00 mA 10.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA 0.53 mA 10.00 mA 1.20 mA 68.37 mA 30.00 mA 30.00 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 10.12 mA 7.65 mA 61.62 mA 4.41 mA 4.32 mA 12.00 mA 9.00 mA 240.00 mA 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 mA 250.00 mA 10.00 mA 109.12 mA 240.00 mA 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 mA TOTAL ALARM CURRENT BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED INCLUDING+20% RESERVE BATTERIES PROVIDED 17 AMP/HOUR GELL CELL (REMAINING CAPACITY) 1915 mA 6.9780 A 0.1596 A 7.138 Amp/Hr 8.565 Amp/Hr 17 Amp/Hr 8.435 Amp/Hr By: FTG BATTCHEE.XLS 6/21/2006 ECARO-25 Flow Calculation Software Fike Corporation • ® 1 ke CORPORATION ECARO-25 Flow Calculation Software Version 3.30.0000 Copyright © 2002-2005 Fike Corporation UL Ex4623, FM 3014476 Licensed to lopez.john.s, Fire Chief Equipment Results Printed on 7/8/2008 PROJECT INFORMATION Project Name: Digital Forest DC -3 Project Designer: John Lopez Project Location: Tukwila, Wa Project Account: 07-1384 Project Description: Clean agent system in DC -3 room. Project Filename: J:\1 Jobs\2007\07-1384 Digital Forest DC-3\Engineering\Calculations\DC-3.125 CUSTOMER INFORMATION Company Name: Company Address: Company Phone: Company Fax: Contact Information: Digital Forest 12101 Tukwila International Boulevard Tukwila, Wa 98168 Kevin Teker DC -3.125 Page 1 ECARO-25 Flow Calculation Software Agent Requirements - Enclosure 0001 (DC -3) Fike Corporation Enclosure Area Enc%sure Height Volume Added Volume Subtracted Protected Volume 0.00 ft L X 0.00 ft W 0.00 ft None None 13376.44 ft3 Design Concentration Maximum Concentration Minimum Temperature Maximum Temperature Elevation Agent Required 9.00 °A) 9.00 % at 70 °F 70 °F 70 °F 0 ft 418.0 lbs Nozzle Information - Pipe Network 0001 (Pipe Network 0001) Nozzle Number Type Enclosure Name Requested Agent 0101 180° DC -3 209.0 lbs 0102 180° DC -3 209.0 lbs Total Agent Distributed Through Pipe Network: 418.0 lbs Cylinder Information - Pipe Network 0001 (Pipe Network 0001) Cylinder Type Agent Per Cylinder Manifold Type Cylinder Spacing Valve to Manifold Cylinder to Exit 70-156 650 Ib (267 L) Upright 1 X 418 lbs No Manifold- - - Fill Density Empty Weight Floor Area Floor Loading 44.3 lbs / ft3 350 lbs 3.14 ft2 229 lbs / ft2 DC -3.125 Page 2 ECARO-25 Flow Calculation Software Pipe Network Isometric 650 Ib (267 L) Upright (418.0 lbs) DC -3.125 Fike Corporation Page 3 ECARO-25 Flow Calculation Software Flow Calculation Input Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation Start End Length Elevation Select Pi Dia Select Pipe90° Sch Thru Side Union EquNoa Len th g Cy! Type Select Agent Select Orifice 1 2 4.06 ft 4.06 ft 3 in SCH 40 T 2.44 ft 1 2 3 9.67 ft 9.67 ft 2 in SCH 40 T 3 4 14.26 ft 2 in SCH 40 T 2 4 101 2.17 ft -0.50 ft 1-1/2 in SCH 40 T 1 1 180 209.0 lbs 0.5000 in 4 102 2.17 ft -0.50 ft 1-1/2 in SCH 40 T 1 1 180 209.0 lbs 0.5000 in DC -3.125 Page 4 ECARO-25 Flow Calculation Software Flow Calculation Output Data - Pipe Network 0001 (Pipe Network 0001) Fike Corporation Start End Pipe Type Equ Length Start Pressure End Pressure Flow Rate Agent Discharged Orifice Diameter 1 2 3 -SCH 40 6.50 ft 264 psia 261 psia 51.1 lbs/s 2 3 2 -SCH 40 9.67 ft 261 psia 239 psia 51.1 lbs/s 3 4 2 -SCH 40 24.60 ft 239 psia 212 psia 51.1 lbs/s 4 101 1 1/2-SCH 40 14.25 ft 212 psia 194 psia 25.5 lbs/s 209.0 lbs 0.5000 in 4 102 1 1/2-SCH 40 14.25 ft 212 psia 194 psia 25.5 lbs/s 209.0 lbs 0.5000 in Flow Calculation Messages ECARO-25 Flow Calculation Software Version 3.30.0000 Calculation based on fixed nozzle codes and pipe sizes. Calculation performed on 7/8/2008 13:39:23 System calculated within limits of Fikes UL listing and FM approval DC -3.125 Page 5 ECARO-25 Flow Calculation Software Bill of Materials - Pipe Network 0001 (Pipe Network 0001) Cylinder List Fike Corporation Qty Part Number Cylinder Description Agent Fill Amount 1 70-156 650 Ib (267 L) Upright 418 lbs Nozzle List Num Part Number Nozzle Size Nozzle Type Drill Diameter 101 80-049-5000 1 1/2-SCH 40 180° 0.5000 in 102 80-049-5000 1 1/2-SCH 40 180° 0.5000 in Pipe List Qty Pipe Description 1 9.67 ft, 2 -SCH 40 1 0.88 ft, 2 -SCH 40 1 13.38 ft, 2 -SCH 40 2 0.50 ft, 1 1/2-SCH 40 2 1.67 ft, 1 1/2-SCH 40 Fitting List Qty Fitting Description 2 90° Elbow, 2 -SCH 40 1 Bullhead Tee, 2 -SCH 40 2 90° Elbow, 1 1/2-SCH 40 DC -3.125 Page 6 ECARO-25 Flow Calculation Software System Acceptance Report Pipe Network Discharge Time Fike Corporation Pipe Network Discharge Time %Agent in Pipe Network Pipe Temperature 0001 - Pipe Network 0001 7.70 s 13.08% 70 °F Enclosure 0001 (DC -3) - Nozzle Performance Nozzle Number Orifice Diameter Agent Requested Agent Predicted Nozzle Pressure 101 0.5000 in 209.0 lbs 209.0 lbs 194 psia 102 0.5000 in 209.0 lbs 209.0 lbs 194 psia Minimum Required Concentration Design Concentration Minimum Predicted Concentration Maximum Predicted Concentration 8.00% 9.00% 9.00 % at 70 °F 9.00 % at 70 °F DC -3.125 Page 7 Name: Address: • Phone: Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM Project Report ---- Distributor Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Number: Account: Location: Desc.: Frank T. Gomez 00-2133 ---- Customer ---- ---- Project ---- Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: COLOCATE #3 NORTH Enclosure Temperature. Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.116 % Design Concentration... Adjusted: 7.061 % Minimum: 7.000 % Minimum Agent Required: 513.2 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 14975.1 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 14975.1 cubic ft Adjusted Agent Required: 518.0 lbs Number of Nozzles: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 518.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 518.0 lbs Fill Density: 55.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 974.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 310 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-213-1\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM Pipe Network Report PART 1 - PIPE ---Node-- Pipe Description Start End Type Diameter Length Elevation Main Cyl. X 1 0 1 3 in 4.06 ft 4.06 ft Pipe 1 2 40T 2-1/2 in 6.00 ft 6.00 ft Pipe 2 3 40T 2-1/2 in 9.16 ft Pipe 3 4 40T 2-1/2 in 18.50 ft Pipe 4 5 40T 2 in 1.67 ft Pipe/E1-N1 5 6 40T 2 in 0.50 ft -0.50 ft Pipe 4 7 40T 2 in 1.67 ft Pipe/E1-N2 7 8 40T 2 in 0.50 ft -0.50 ft PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts --- Equivalent Length --- Str End 90 45 Thru Side Union Other Added Total 0 1 - - - - - - 6.5 ft 1 2 - - - - - - 6.0 ft 2 3 1 - - - - - 15.8 ft 3 4 1 - - - - - 25.1 ft 4 5 - - - 1 - - 12.9 ft 5 6 1 - - - - - 6.0 ft 4 7 - - - 1 - - 12.9 ft 7 8 1 - - - - - 6.0 ft PART 3 - NOZZLE -Node-- Nozzle Str End Flow Name Diameter Type Nozzle Area 0 1 518.0 lbs 1 2 518.0 lbs 2 3 518.0 lbs 3 4 518.0 lbs 4 5 259.0 lbs 5 6 259.0 lbs El -N1 2 in 180 Degree 1.3616 square in 4 7 259.0 lbs 7 8 259.0 lbs E1 -N2 2 in 180 Degree 1.3616 square in Page: 4 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM Part List Report Total Agent Required: 518.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 2 in 1.3616 square in 80-066-3970 E1 -N2 180 Degree 2 in 1.3616 square in 80-066-3970 Nozzle Drill Diameter Drill Size E1 -N1 0.3970 inches X E1 -N2 0.3970 inches X Pipe: Type Diameter Length 40T 40T 2 in 2-1/2 in List of 90 degree elbows: 2 - 2 in 2 - 2-1/2 in List of Tees: 1 - 2-1/2 in Page: 5 4.34 ft 33.66 ft Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: Aug 17, 2000, 8:17:38 AM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: COLOCATE #3 NORTH Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 8.5 seconds 20.60 18.9% 7.000% 7.061% 7.061% 7.1160 Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 256.6 lbs 256.6 lbs 259.0 lbs 259.0 lbs 259.0 lbs 259.0 lbs End of Report Page: 6 146 psig 146 psig F,IK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: 8/17/2000 8:17:38 AM Page: 7 w S N 1 X 650 lb. (A) Cylinder, Upright - No Manifold E1 -N2 E E1 -N1 FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: 8/17/2000 8:17:38 AM Page: 8 N 1 X 650 lb. (A) Cylinder, Upright - No Manifold F1K2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK7.FLC Calculation Date/Time: 8/17/2000 8:17:38 AM Page: 9 w 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Frank T. Gomez Number: 00-2133 Account: Location: Desc.: ---- Customer ---- ---- Project ---- Page: 1 • Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: COLOCATE #3 SOUTH Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.116 % Design Concentration... Adjusted: 7.061 % Minimum: 7.000 % Minimum Agent Required: 513.2 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 14975.1 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 14975.1 cubic ft Adjusted Agent Required: 518.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 518.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 518.0 lbs Fill Density: 55.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 974.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 310 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 0 1 1 2 2 3 3 4 4 5 5 6 6 7 5 8 8 9 40T 40T 40T 40T 40T 40T 40T 40T 3 in 2-1/2 2-1/2 2-1/2 2-1/2 2 in 2 in 2 in 2 in PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts Str End 90 45 Thru Side Union Other in in in in 4.06 ft 6.00 ft 6.67 ft 15.00 ft 1.50 ft 1.67 ft 0.50 ft 1.67 ft 0.50 ft 4.06 ft 6.00 ft -0.50 ft -0.50 ft --- Equivalent Length --- Added Total 0 1 2 3 4 5 6 5 8 1 2 3 4 5 6 7 8 9 1 1 1 1 1 PART 3 - NOZZLE -Node-- Str End Flow Name Nozzle 6.5 6.0 13.3 21.6 8.1 12.9 6.0 12.9 6.0 ft ft ft ft ft ft ft ft ft Diameter Type Nozzle Area 0 1 1 2 2 3 3 4 4 5 5 6 6 7 5 8 8 9 518.0 518.0 518.0 518.0 518.0 259.0 259.0 259.0 259.0 lbs lbs lbs lbs lbs lbs lbs El -N1 2 in lbs lbs E1 -N2 2 in Page: 4 180 Degree 1.3181 square in 180 Degree 1.3181 square in Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM Part List Report Total Agent Required: 518.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 2 in 1.3181 square in 80-066-3906 E1 -N2 180 Degree 2 in 1.3181 square in 80-066-3906 Nozzle Drill Diameter Drill Size El -N1 0.3906 inches 25/64 E1 -N2 0.3906 inches 25/64 Pipe: Type Diameter Length 40T 40T 2 in 2-1/2 in List of 90 degree elbows: 2 - 2 in 3 - 2-1/2 in List of Tees: 1 - 2-1/2 in Page: 5 4.34 ft 29.17 ft Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: Aug 17, 2000, 9:30:27 AM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: COLOCATE #3 SOUTH Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 8.6 seconds 18.1% 16.4% 7.000% 7.0610 7.0610 7.116% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 256.6 lbs E1 -N2 256.6 lbs 259.0 lbs 259.0 lbs 259.0 lbs 259.0 lbs End of Report Page: 6 148 psig 148 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: 8/17/2000 9:30:27 AM Page: 7 W El -N1 E1 -N2 N 1 X 650 lb. (A) Cylinder, Upright - No Manifol< FzK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: 8/17/2000 9:30:27 AM Page: 8 N E S 650 lb. (A) Cylinder, Upright - No Manifold E1 -N1 E1 -N2 FLK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK6.FLC Calculation Date/Time: 8/17/2000 9:30:27 AM Page: 9 W � E 1 X 650 lb. (A) Cylinder, Upright - No Manifold v Name: Address: Phone: Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM Project Report ---- Distributor Fire Chief Equipment 13300 SE 30th Street Bellevue, WA 98005 (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Number: Account: Location: Desc.: Frank T. Gomez 00-2133 ---- Customer ---- ---- Project ---- Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: COLOCATE #2 NORTH Enclosure Temperature. Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.076 % Design Concentration... Adjusted: 7.021 % Minimum: 7.000 % Minimum Agent Required: 645.9 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 18846.1 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 18846.1 cubic ft Adjusted Agent Required: 648.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 648.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 648.0 lbs Fill Density: 69.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 1104.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 352 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 0 1 1 2 2 3 3 4 4 5 5 6 4 7 7 8 40T 40T 40T 40T 40T 40T 40T 3 3 3 3 2 2 2 2 PART 2 - EQUIVALENT LENGTH - Node-- Pipe Parts Str End 90 45 Thru Side Union Other in in in in in in in in 4.06 ft 6.00 ft 17.00 ft 1.83 ft 1.67 ft 0.50 ft 1.67 ft 0.50 ft 4.06 ft 6.00 ft - 0.50 ft - 0.50 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 1 4 5 5 6 1 4 7 7 8 1 1 1 PART 3 - NOZZLE - Node-- Str End Flow Name Nozzle 6.5 ft 6.0 ft 25.2 ft 10.0 ft 12.9 ft 6.0 ft 12.9 ft 6.0 ft Diameter Type Nozzle Area 0 1 648.0 1 2 648.0 2 3 648.0 3 4 648.0 4 5 324.0 5 6 324.0 4 7 324.0 7 8 324.0 lbs lbs lbs lbs lbs lbs E1 -N1 2 in lbs lbs E1 -N2 180 Degree 1.7737 square in 2 in 180 Degree 1.7737 square in Page: 4 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM Part List Report Total Agent Required: 648.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number E1 -N1 180 Degree 2 in 1.7737 square in 80-066-4531 E1 -N2 180 Degree 2 in 1.7737 square in 80-066-4531 Nozzle Drill Diameter Drill Size E1 -Ni 0.4531 inches 29/64 E1 -N2 0.4531 inches 29/64 Pipe: Type Diameter Length 40T 2 in 4.34 ft 40T 3 in 24.83 ft List of 90 degree elbows: 2 - 2 in 2 - 3 in List of Tees: 1 - 3 in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: Aug 17, 2000, 9:27:57 AM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: COLOCATE #2 NORTH Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 9.0 seconds 18.60 17.2% 7.000% 7.021% 7.022% 7.076% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 323.0 lbs 323.0 lbs 324.0 lbs 324.0 lbs 324.0 lbs 324.0 lbs End of Report 130 psig 130 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. • Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: 8/17/2000 9:27:57 AM Page: 7 w 1 X 650 lb. (A) Cylinder, Upright - No Manifold FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. r Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: 8/17/2000 9:27:57 AM Page: 8 E s 1 X 650 lb. (A) Cylinder, Upright - No Manifold FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK5.FLC Calculation Date/Time: 8/17/2000 9:27:57 AM Page: 9 w E 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:21:39 AM Project Report ---- Distributor ---- Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Frank T. Gomez Number: 00-2133 Account: Location: Desc.: ---- Customer ---- ---- Project ---- Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:21:39 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: COLOCATE #2 SOUTH Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.076 % Design Concentration... Adjusted: 7.021 % Minimum: 7.000 % Minimum Agent Required: 645.9 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 18846.1 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 18846.1 cubic ft Adjusted Agent Required: 648.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:21:39 AM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 648.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 648.0 lbs Fill Density: 69.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 1104.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 352 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:21:39 AM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Pipe Pipe Pipe Pipe Pipe/E1-N2 Pipe Pipe/E1-N1 Cyl. X 1 0 1 1 2 2 3 3 4 4 5 5 6 4 7 7 8 40T 40T 40T 40T 40T 40T 40T 3 3 3 3 2 2 2 2 PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts Str End 90 45 Thru Side Union Other in in in in in in in in 4.06 ft 6.00 ft 18.00 ft 8.75 ft 1.67 ft 0.50 ft 1.67 ft 0.50 ft 4.06 ft 6.00 ft -0.50 ft -0.50 ft --- Equivalent Length --- Added Total 0 1 - 1 2 - 2 3 1 3 4 1 4 5 - 5 6 1 4 7 - 7 8 1 PART 3 - NOZZLE -Node-- Str End Flow Name Nozzle 6.5 ft 6.0 ft 26.2 ft 17.0 ft 12.9 ft 6.0 ft 12.9 ft 6.0 ft Diameter Type Nozzle Area 0 1 1 2 2 3 3 4 4 5 5 6 4 7 7 8 648.0 648.0 648.0 648.0 324.0 324.0 324.0 324.0 lbs lbs lbs lbs lbs lbs E1 -N2 2 in lbs lbs El -N1 2 in Page: 4 180 Degree 180 Degree 1.8987 square in 1.8987 square in Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:21:39 AM Part List Report Total Agent Required: 648.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 2 in 1.8987 square in 80-066-4688 E1 -N2 180 Degree 2 in 1.8987 square in 80-066-4688 Nozzle Drill Diameter Drill Size El -N1 0.4688 inches 15/32 E1 -N2 0.4688 inches 15/32 Pipe: Type Diameter Length 40T 2 in 4.34 ft 40T 3 in 32.75 ft List of 90 degree elbows: 2 - 2 in 2 - 3 in List of Tees: 1 - 3 in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: Aug 17, 2000, 9:,21:39 AM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: COLOCATE #2 SOUTH Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 9.0 seconds 24.1% 22.7% 7.000% 7.021% 7.022% 7.076% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 323.0 lbs 323.0 lbs 324.0 lbs 324.0 lbs 324.0 lbs 324.0 lbs End of Report 122 psig 122 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: 8/17/2000 9:21:39 AM Page: 7 E1 -N1 E1 -N2 w N 1 X 650 lb. (A) Cylinder, Upright - No Manifolc FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: 8/17/2000 9:21:39 AM Page: 8 N E 1 X 650 lb. (A) Cylinder, Upright - No Manifold =2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK4.FLC Calculation Date/Time: 8/17/2000 9:21:39 AM Page: 9 E1 -N2 s N 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: • : TUKWILA WA Phone: Contact: Title: Project: Designer: Frank T. Gomez Number: Account: Location: Desc.: ---- Customer ---- ---- Project ---- Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: COLOCATE #1 & EQUIPMENT ROOM EAST Enclosure Temperature... Minimum: 70 F Maximum: 70 F Maximum Concentration: 7.052 % Design Concentration... Adjusted: 7.052 % Minimum: 7.000 % Minimum Agent Required: 597.3 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 17500.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 17500.0 cubic ft Adjusted Agent Required: 602.0 lbs Number of Nozzles: 3 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 602.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 602.0 lbs Fill Density: 64.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 1058.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 337 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 Pipe Pipe/E1-N3 0 1 2 3 4 5 6 5 8 3 10 1 2 3 4 5 6 7 8 9 10 11 40T 40T 40T 40T 40T 40T 40T 40T 40T 40T 3 3 3 3 3 2 2 2 2 1 1 in in in in in in in in in in in PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts Str End 90 45 Thru Side Union Other 4.06 5.50 10.67 20.16 1.67 1.67 0.33 1.67 0.33 2.75 0.33 ft 4.06 ft ft 5.50 ft ft ft ft ft ft -0.33 ft ft ft -0.33 ft ft ft -0.33 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 4 5 1 5 6 6 7 1 5 8 8 9 1 3 10 10 11 1 1 PART 3 - NOZZLE -Node-- Str End Flow Name Nozzle 6.5 5.5 18.9 25.3 9.9 12.9 5.8 12.9 5.8 8.5 3.1 ft ft ft ft ft ft ft ft ft ft ft Diameter Type Nozzle Area 0 1 602.0 lbs 1 2 602.0 lbs 2 3 602.0 lbs 3 4 540.0 lbs 4 5 540.0 lbs 5 6 276.0 lbs 6 7 276.0 lbs E1 -N1 2 in 5 8 264.0 lbs Page: 4 180 Degree 1.3616 square in 8 9 264.0 lbs E1 -N2 2 in 180 Degree 1.3181 square in 3 10 62.0 lbs 10 11 62.0 lbs E1 -N3 1 in 180 Degree 0.4220 square in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM Part List Report Total Agent Required: 602.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -Ni 180 Degree 2 in E1 -N2 180 Degree 2 in E1 -N3 180 Degree 1 in 1.3616 square in 80-066-3970 1.3181 square in 80-066-3906 0.4220 square in 80-063-2210 Nozzle Drill Diameter Drill Size El -N1 0.3970 inches X El -N2 0.3906 inches 25/64 E1 -N3 0.2210 inches 2 Pipe: Type Diameter Length 40T 40T 40T 1 in 2 in 3 in List of 90 degree elbows: 1 - 1 in 2 - 2 in 2 - 3 in List of Tees: 2 - 3 in Page: 6 3.08 ft 4.00 ft 38.00 ft Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: Aug 17, 2000, 11:12:41 AM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: 8.9 seconds 30.0% 12.1% Enclosure Number: 1 Enclosure Name: COLOCATE #1 & EQUIPMENT Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 7.000% 7.052% 7.052% 7.052% Predicted Agent Delivered ROOM EAST (At 70 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 E1 -N3 273.8 lbs 261.9 lbs 61.5 lbs 276.0 lbs 264.0 lbs 62.0 lbs 274.2 lbs 263.9 lbs 63.9 lbs End of Report Page: 7 129 psig 129 psig 141 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: 8/17/2000 11:12:41 AM Page: 8 W N S 0 E1 -N3 1 X 650 lb. (A) Cylinder, Upright o Manifold E E1 -N2 E1 -N1 FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: 8/17/2000 11:12:41 AM Page: 9 w N 1-N3 10 3 E 1 X 650 lb. (A) Cylinder, Upright - No Manifold FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK3.FLC Calculation Date/Time: 8/17/2000 11:12:41 AM Page: 10 s N 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: Aug 16, 2000, 1:59:14 PM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Frank T. Gomez Number: 00-2133 Account: Location: Desc.: ---- Customer ---- ---- Project ---- Page: 1 • Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: Aug 16, 2000, 1:59:14 PM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: EQUIPMENT ROOM SOUTH Enclosure Temperature. Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.14 % Design Concentration... Adjusted: 7.085 % Minimum: 7.000 % Minimum Agent Required: 779.8 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 22755.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 22755.0 cubic ft Adjusted Agent Required: 790.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: Aug. 16, 2000, 1:59:14 PM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 790.0 lbs Cylinder Name: 1000 lb. Cylinder, Upright Cylinder Part Number: 70-090 Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 790.0 lbs Fill Density: 55.1 lbs / cubic ft Cylinder Empty Weight: 673.0 lbs Weight, All Cylinders + Agent: 1463.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 466 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-213-1\FM-200\TANK2.FLC Calculation Date/Time: Aug 16, 2000, 1:59:14 PM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 PART 2 - Node-- Str End 90 0 1 1 2 40T 2 3 40T 3 4 40T 4 5 40T 5 6 40T 4 7 40T 7 8 40T 3 3 3 3 2 2 2 2 - EQUIVALENT LENGTH Pipe Parts 45 Thru Side Union Other in in in in in in in in 5.83 ft 3.67 ft 4.92 ft 24.25 ft 1.67 ft 0.33 ft 1.67 ft 0.33 ft 5.83 ft 3.67 ft -0.33 ft -0.33 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 1 4 5 5 6 1 4 7 7 8 1 1 1 PART 3 - NOZZLE - Node-- Str End Flow Name Nozzle 6.5 ft 3.7 ft 13.1 ft 32.5 ft 12.9 ft 5.8 ft 12.9 ft 5.8 ft Diameter Type Nozzle Area 0 1 1 2 2 3 3 4 4 5 5 6 4 7 7 8 790.0 790.0 790.0 790.0 395.1 395.1 394.9 394.9 lbs lbs lbs lbs lbs lbs E1 -N1 2 in lbs lbs E1 -N2 180 Degree 2.4378 square in 2 in 180 Degree 2.4378 square in Page: 4 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: Aug 16, 2000, 1:59:14 PM Part List Report Total Agent Required: 790.0 lbs Cylinder Name: 1000 lb. Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number E1 -Ni 180 Degree 2 in E1 -N2 180 Degree 2 in 2.4378 square in 80-066-5312 2.4378 square in 80-066-5312 Nozzle Drill Diameter Drill Size E1 -N1 0.5312 inches 17/32 E1 -N2 0.5312 inches 17/32 Pipe: Type Diameter Length 40T 2 in 4.00 ft 40T 3 in 32.84 ft List of 90 degree elbows: 2 - 2 in 2 - 3 in List of Tees: 1 - 3 in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: Aug 16, 2000, 1:59:14 PM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: 8.6 seconds 19.7% 18.7% Enclosure Number: 1 Enclosure Name: EQUIPMENT ROOM SOUTH Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 7.0000 7.085% 7.085% 7.140% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) El -N1 390.0 lbs E1 -N2 389.8 lbs 395.1 lbs 394.9 lbs 395.0 lbs 395.0 lbs End of Report 143 psig 143 psig FLK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: 8/16/2000 1:59:14 PM Page: 7 w s E1 -N2 El -N1 N X 1000 lb. Cylinder, Upright - No Manifold E FTK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: 8/16/2000 1:59:14 PM Page: 8 E 1 X 1000 lb. Cylinder, Upright - No Manifold FT,K2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANK2.FLC Calculation Date/Time: 8/16/2000 1:59:14 PM Page: 9 w E 1 X 1000 lb. Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 Name: NETSTREAM Address: : TUKWILA, WA Phone: Contact: Title: Project: Designer: Frank T. Gomez Number: 00-2133 Account: Location: Desc.: ---- Customer ---- ---- Project ---- Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKl.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: BATTERY ROOM Enclosure Temperature. Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.085 % Design Concentration... Adjusted: 7.030 % Minimum: 7.000 % Minimum Agent Required: 266.8 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 7784.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 7784.0 cubic ft Adjusted Agent Required: 268.0 lbs Number of Nozzles: 1 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 268.0 lbs Cylinder Name: 375 lb. Cylinder, Upright Cylinder Part Number: 70-086 Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 268.0 lbs Fill Density: 50.0 lbs / cubic ft Cylinder Empty Weight: 375.0 lbs Weight, All Cylinders + Agent: 643.0 lbs Floor Area Per Cylinder: 2.18 square ft Floor Loading Per Cylinder: 295 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM Pipe Network Report PART 1 - PIPE ---Node-- Pipe Description Start End Type Diameter Length Elevation Main Cyl. X 1 0 1 3 in 3.54 ft 3.54 ft Pipe/E1-N1 1 2 40T 2 in 6.00 ft 6.00 ft PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts --- Equivalent Length --- Str End 90 45 Thru Side Union Other Added Total 0 1 1 2 PART 3 - NOZZLE -Node-- Nozzle Str End Flow Name Diameter Type 6.5 ft 6.0 ft Nozzle Area 0 1 268.0 lbs 1 2 268.0 lbs El -N1 2 in 180 Degree 0.8437 square in Page: 4 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM Part List Report Total Agent Required: 268.0 lbs Cylinder Name: 375 lb. Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -Ni 180 Degree 2 in 0.8437 square in 80-066-3125 Nozzle Drill Diameter Drill Size El -N1 0.3125 inches 5/16 Pipe: Type Diameter Length 40T 2 in 6.00 ft Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: Aug 16, 2000, 2:02:17 PM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: BATTERY ROOM Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 9.8 seconds 4.60 4.60 7.0000 7.0300 7.031% 7.085% (At 72 F) Predicted Agent Delivered Nozzle Pressure (Average) El -N1 266.8 lbs 268.0 lbs 268.0 lbs 206 psig End of Report Page: 6 FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 1 File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: 8/16/2000 2:02:17 PM Page: 7 w N El -NI 1 X 375 lb. Cylinder, Upright - No Manifold FLK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. • Isometric View #: 5 File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: 8/16/2000 2:02:17 PM Page: 8 w N g1 -N1 E 1 X 375 lb. Cylinder, Upright - No Manifold FI,K2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. °Isometric View #: 9 File Name: F:\1JOBS\2000\00-2131\FM-200\TANKI.FLC Calculation Date/Time: 8/16/2000 2:02:17 PM Page: 9 s 1 X 375 lb. Cylinder, Upright - No Manifold NETSTREAM SYST 1 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSTREAM SYST 1 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 8/ 2/00 10:27 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 100 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 22 Flowing Outlets gpm Required: 608.4 psi Required: 52.0 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 54 Gallons Notes: 'sell fr.nerim, 391 "1 NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 358 25.4 psi 1 2%" Grvd 90 Ell 6' 120 2.469 358 2.4 Elevation Change 7'0" 3.0 1 2%" Flngd Deluge Valve 0' 0 2.469 358 0.0 1 2%" Grvd Butterfly Valve Milwauk "B 7' 120 2.469 358 2.9 1 4" x 2%" Groove -O -Let Sch 40 0' 120 4.026 358 0.0 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 138' 120 4.260 608 10.8 7 4" Grvd 90 Ell 10' 120 4.026 608 7.5 Hydr Ref R1 Required at Source 608 52.0 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 608 gpm 153.5 psi SAFETY PRESSURE 101.6 psi Available Pressure of 153.5 psi Exceeds Required Pressure of 52.0 psi This is a safety margin of 101.6 psi or 66 % of Supply Maximum Water Velocity is 19.9 fps NETSTREAM SYST 1 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 8/ 2/00 10:27 LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSTREAM SYST 1 REMOTE AREA #1 Drawing Date: 8/ 2/00 10:27 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) HEAD 15 15.2 1%" 0 0 0.15 gpm/sq ft 1.438" 0 0 K. 5.60 15.2 100 TL 0 9'3" 0" 9'3" 3.0 fps 8.9 8.9 8.9 30" 0.024 0.2 0.0 1.5 30" 0" 0.0 8.9 7.4 17" HEAD 14 15.0 114" 0 0 11'0" 6.0 fps 9.1 9.1 8.9 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.084 0.9 0.2 1.7 30" K. 5.60 30.2 100 TL 0 11'0" 0" 0.0 8.9 7.2 43" HEAD 13 15.6 11/" 0 0 7'8" 9.1 fps 10.1 10.1 9.5 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.182 2.2 0.6 1.8 30" K= 5.60 45.8 100 TL 0 11'11" 0" 0.0 9.5 7.7 43" REF A3 188.9 2M" 0 0 10" 13.0 fps 13.4 13.4 PATH 2 2.727" 0 0 0" 0.165 0.1 1.1 K= 51.66 234.7 100 SF 0 10" 0" 0.0 12.2 REF A4 47.4 2M" 0 0 9'8" 15.6 fps 13.5 13.5 PATH 4 2.727" 0 0 0" 0.233 2.2 1.6 K= 13.76 282.1 100 SF 0 9'8" 0" 0.0 11.9 REF A5 76.3 21" 0 0 18'0" 19.9 fps 15.8 15.8 PATH 7 AND 9 2.727" 1 0 8'7" 0.362 9.6 0.0 K= 19.23 358.4 100 SF 0 26'7" 0" 0.0 15.8 REF W 358.4 gpm PATH 1 K= 71.17 25.4 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO A3 HEAD 6 15.3 1%" 0 0 10'3" 3.1 fps 9.0 9.0 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.5 30" K= 5.60 15.3 100 TL 0 10'3" 0" 0.0 9.0 7.5- 17" HEAD 5 15.1 1'%" 0 0 11'3" 6.1 fps 9.3 9.3 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.085 1.0 0.2 1.7 30" K. 5.60 30.4 100 TL 0 11'3" 0" 0.0 9.0 7.3 43" CONTINUED 10.2 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF .OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A3 CONTINUED HEAD 4 15.7 1%" 0 0 6'5" 9.2 fps 10.2 10.2 9.7 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.184 2.0 0.6 1.8 30" K= 5.60 46.1 100 TL 0 10'8" 0" 0.0 9.7 7.9 43" REF Al 47.7 2%1' 0 0 9'0" 5.2 fps 12.2 12.2 PATH 5 2.727" 0 0 0" 0.030 0.3 0.0 K= 13.66 93.8 100 SF 0 9'0" 0" 0.0 12.2 REF A2 95.0 2%" 0 0 8'2" 10.5 fps 12.5 12.5 PATH 3 AND 6 2.727" 0 0 0" 0.111 0.9 0.0 K= 26.92 188.9 100 SF 0 8'2" 0" 0.0 12.5 REF A3 188.9 gpm PATH 2 K= 51.66 13.4 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO A2 HEAD 12 15.5 1%" 0 0 10'3" 3.1 fps 9.2 9.2 9.2 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.3 0.0 1.5 30" K= 5.60 15.5 100 TL 0 10'3" 0" 0.0 9.2 7.7 17" HEAD 11 15.3 1%" 0 0 11'3" 6.1 fps 9.5 9.5 9.2 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.087 1.0 0.2 1.8 30" K= 5.60 30.8 100 TL 0 11'3" 0" 0.0 9.2 7.5 43" HEAD 10 15.9 11/," 0 0 6'5" 9.3 fps 10.4 10.4 9.9 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.189 2.0 0.6 1.8 30" K= 5.60 46.7 100 TL 0 10'8" 0" 0.0 9.9 8.1 43" REF A2 46.7 gpm PATH 3 K= 13.24 12.5 psi PATH 4 FROM HYDRAULIC REFERENCE 18 TO A4 HEAD 18 15.6 1" 1 0 2'11" 5.4 fps 9.3 9.3 9.3 30" 0.16 gpm/sq ft 1.090" 0 0 1'5" 0.096 0.4 0.0 1.5 30" K= 5.60 15.6 100 TL 0 4'5" 0" 0.0 9.3 7.8 17" CONTINUED 9.8 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 18 TO A4 CONTINUED REF 30 11/," 0 0 6'5" 3.1 fps 9.8 1.438" 0 0 0" 0.025 0.2 15.6 100 TL 0 6'5" 0" 0.0 HEAD 19 15.7 11A" 0 0 8'0" 6.3 fps 9.9 9.9 9.7 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K. 5.60 31.4 100 TL 0 8'0" 0" 0.0 9.7 7.9 43" HEAD 20 16.1 11/," 0 0 2'1" 9.5 fps 10.6 10.6 10.1 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.194 1.2 0.6 1.8 30" K= 5.60 47.4 100 TL 0 6'5" 0" 0.0 10.1 8.2 43" REF A4 47.4 gpm PATH 4 K= 13.76 11.9 psi PATH 5 FROM HYDRAULIC REFERENCE 1 TO Al HEAD 1 15.9 11/," 0 0 10'0" 3.2 fps 9.6 9.6 9.6 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.026 0.3 0.0 1.6 30" K= 5.60 15.9 100 TL 0 10'0" 0" 0.0 9.6 8.0 17" HEAD 2 15.6 1%" 0 0 10'0" 6.3 fps 9.9 9.9 9.6 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.091 0.9 0.3 1.8 30" K= 5.60 31.5 100 TL 0 10'0" 0" 0.0 9.6 7.8 43" HEAD 3 16.2 11A" 0 0 3'0" 9.5 fps 10.8 10.8 10.2 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.196 1.4 0.6 1.8 30" K= 5.60 47.7 100 TL 0 7'3" 0" 0.0 10.2 8.3 43" REF Al 47.7 gpm PATH 5 K= 13.66 12.2 psi PATH 6 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 16.1 11A" 0 0 9'11" 3.2 fps 9.8 9.8 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.026 0.3 0.0 1.6 30" K= 5.60 16.1 100 TL 0 9'11" 0" 0.0 9.8 8.2 17" CONTINUED 10.1 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF .OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 7 TO A2 CONTINUED HEAD 8 15.8 1'%" 0 0 10'1" 6.4 fps 10.1 10.1 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.093 0.9 0.3 1.8 30" K= 5.60 31.9 100 TL 0 10'1" 0" 0.0 9.8 8.0 43" HEAD 9 16.4 1N" 0 0 3'0" 9.6 fps 11.0 11.0 10.4 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.200 1.5 0.6 1.8 30" K= 5.60 48.3 100 TL 0 7'3" 0" 0.0 10.4 8.5 43" REF A2 48.3 gpm PATH 6 K= 13.68 12.5 psi PATH 7 FROM HYDRAULIC REFERENCE 16 TO A5 HEAD 16 17.9 1" 0 0 6'0" 6.2 fps 11.9 11.9 11.9 30" 0.18 gpm/sq ft 1.090" 1 0 3'7" 0.123 1.2 0.0 1.7 30" K= 5.60 17.9 100 TL 0 9'7" 0" 0.0 11.9 10.2 17" REF 31 18.8 1'%" 0 0 14'11" 7.3 fps 13.4 13.4 PATH 8 1.438" 1 0 4'3" 0.121 2.3 0.4 K= 5.13 36.7 100 TL 0 19'2" 0" 0.0 13.1 REF A5 36.7 gpm PATH 7 K= 9.25 15.8 psi PATH 8 FROM HYDRAULIC REFERENCE 17 TO 31 HEAD 17 18.8 114" 0 0 13'0" 3.7 fps 13.0 13.0 13.0 30" 0.19 gpm/sq ft 1.438" 0 0 0" 0.035 0.5 0.0 1.7 30" K= 5.60 18.8 100 TL 0 13'0" 0" " 0.0 13.0 11.3 17" REF 31 18.8 gpm PATH 8 K= 5.13 13.4 psi PATH 9 FROM HYDRAULIC REFERENCE 21 TO A5 HEAD 21 20.0 1'%" 0 0 8'0" 4.0 fps 14.5 14.5 14.5 30" 0.20 gpm/sq ft 1.438" 0 0 0" 0.039 0.3 0.0 1.8 30" K= 5.60 20.0 100 TL 0 8'0" 0" 0.0 14.5 12.7 17" CONTINUED 14.9 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 21 TO A5 CONTINUED HEAD 22 19.6 1%" 0 0 2'1" 7.9 fps 14.9 14.9 14.4 30" 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.139 0.9 0.4 2.2 30" K= 5.60 39.6 100 TL 0 6'5" 0" 0.0 14.4 12.3 43" REF A5 39.6 gpm PATH 9 K= 9.99 15.8 psi EE d Q Q () 0) 0) t0 O L() 3 O O Qj • :0 O N 7 x50 _ E ._ Cl) Q () Q O Q O co co. O O O N y . • w jun. cN CO— cr d d O N CeQ.H(/) 0 tl) Q Q Q O O O O N O CO r. 00 T r • 250 gpm hose • 0 0 0 N N N O N 00 0 O ti ti co O O co M O 0 M N N 0 1VETSREAM SYSTEM #2 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSREAM SYSTEM #2 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 1 8/ 2/00 9:16 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftj Density (gpm/sq ft) 0.150 Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 100 sq ftl 100 gpm 150 gpm I Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 36 Flowing Outlets gpm Required: 921.4 psi Required: 94.4 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 67 Gallons Notes: NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 671 47.6 psi 1 3" Grvd 90 Ell 7' 120 3.068 671 3.6 Elevation Change 7'0" 3.0 1 3" Flngd Deluge Valve 0' 0 3.068 671 0.0 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 671 4.7 1 4" x 3" Groove -O -Let 20' 120 4.026 671 2.6 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 100' 120 4.260 921 16.9 7 4" Grvd 90 Ell 10' 120 4.026 921 16.1 Hydr Ref R1 Required at Source 921 94.4 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 921 gpm 146.1 psi SAFETY PRESSURE 51.7 psi Available Pressure of 146.1 psi Exceeds Required Pressure of 94.4 psi This is a safety margin of 51.7 psi or 35 % of Supply Maximum Water Velocity is 24.6 fps 1. NETSREAM SYSTEM #2 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 8/ 2/00 9:16 LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF .OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 15.3 11/," 1 0 0.15 gpm/sq ft 1.438" 0 0 K= 5.60 15.3 100 TL 0 5'5" 2'2" 7'6" 3.0 fps 0.024 0" 9.0 0.2 0.0 9.0 0.0 9.0 9.0 1.5 7.5 30" 30" 17" HEAD 4 15.0 1%" 0 0 8'0" 6.0 fps 9.2 9.2 8.9 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.085 0.7 0.2 1.7 30" K= 5.60 30.3 100 TL 0 8'0" 0" 0.0 8.9 7.2 43" HEAD 3 15.4 11/," 0 0 7'10" 9.1 fps 9.8 9.8 9.3 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.181 1.4 0.5 1.8 30" K= 5.60 45.6 100 TL 0 7'10" 0" 0.0 9.3 7.5 43" HEAD 2 16.2 1%" 0 0 7'0" 12.3 fps 11.2 11.2 10.2 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.317 2.2 1.0 1.8 30" K= 5.60 61.9 100 TL 0 7'0" 0" 0.0 10.2 8.4 43" HEAD 1 17.6 1%" 0 0 1'11" 15.8 fps 13.5 13.5 11.8 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.504 3.1 1.7 2.0 30" K= 5.60 79.4 100 TL 0 6'2" 0" 0.0 11.8 9.9 43" REF Al 3" 0 0 2'6" 2.9 fps 16.6 3.352" 0 0 0" 0.008 0.0 79.4 100 SF 0 2'6" 0" 0.0 REF A2 22.5 3" 0 0 5'0" 3.7 fps 16.6 16.6 PATH 8 3.352" 0 0 0" 0.013 0.1 0.1 K= 5.53 101.9 100 SF 0 5'0" 0" 0.0 16.5 REF A3 70.1 3" 0 0 7'0" 6.3 fps 16.7 16.7 PATH 2 3.352" 0 0 0" 0.034 0.2 0.3 K= 17.31 172.0 100 SF 0 7'0" 0" 0.0 16.4 REF A4 94.0 3" 0 0 8'0" 9.8 fps 16.9 16.9 PATH 11 AND 6 3.352" 0 0 0" 0.076 0.6 0.0 K= 22.86 265.9 100 SF 0 8'0" 0" 0.0 16.9 CONTINUED 17.5 psi NETSREAM SYSTEM #2 REMOTE AREA #1 Drawing Date: 8/ 2/00 9:16 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF QUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) CONTINUED REF A5 70.3 3" 0 0 3'0" 12.3 fps 17.5 17.5 PATH 3 3.352" 0 0 0" 0.118 0.4 1.0 K= 17.32 336.3 100 SF 0 3'0" 0" 0.0 16.5 REF A6 22.6 3" 0 0 5'0" 13.2 fps 17.9 17.9 PATH 10 3.352" 0 0 0" 0.133 0.7 1.1 K= 5.53 358.9 100 SF 0 5'0" 0" 0.0 16.7 REF A7 71.2 3" 0 0 1'll" 15.8 fps 18.5 18.5 PATH 5 3.352" 0 0 0" 0.186 0.4 1.6 K= 17.33 430.1 100 SF 0 1'11" 0" 0.0 16.9 REF A8 70.6 3" 0 0 4'1" 18.4 fps 18.9 18.9 PATH 4 3.352" 0 0 0" 0.246 1.0 2.2 K= 17.30 500.7 100 SF 0 4'1" 0" 0.0 16.7 REF A9 23.1 3" 0 0 4'0" 19.2 fps 19.9 19.9 PATH 12 3.352" 0 0 0" 0.268 1.1 2.4 K= 5.53 523.8 100 SF 0 4'0" 0" 0.0 17.4 REF A10 60.1 3" 0 0 6'0" 21.4 fps 21.0 21.0 PATH 7 3.352" 0 0 0" 0.327 2.0 3.0 K= 14.19 583.9 100 SF 0 6'0" 0" 0.0 17.9 REF All 24.5 3" 0 0 2'0" 22.3 fps 22.9 22.9 PATH 13 3.352" 0 0 0" 0.353 0.7 3.3 K= 5.53 608.4 100 SF 0 2'0" 0" 0.0 19.6 REF Al2 63.1 3" 2 0 46'7" 24.6 fps 23.6 23.6 PATH 9 3.352" 0 0 10'0" 0.423 24.0 4.0 K= 14.24 671.4 100 SF 0 56'7" 0" 0.0 19.6 REF W 671.4 gpm PATH 1 K= 97.33 47.6 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 10 TO A3 HEAD 10 17.4 1%" 0 0 7'11" 3.5 fps 11.2 11.2 11.2 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.030 0.2 0.0 1.6 30" K= 5.60 17.4 100 TL 0 7'11" 0" 0.0 11.2 9.6 17" HEAD 9 17.0 11A" 0 0 8'0" 6.9 fps 11.5 11.5 11.2 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.107 0.9 0.3 1.9 30" K= 5.60 34.4 100 TL 0 8'0" 0" 0.0 11.2 9.3 43" HEAD 8 17.4 1'%" 0 0 7'0" 10.3 fps 12.3 12.3 11.6 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.228 1.6 0.7 1.9 30" K= 5.60 51.8 100 TL 0 7'0" 0" 0.0 11.6 9.7 43" HEAD 7 18.3 1%" 0 0 1'll" 14.0 fps 13.9 13.9 12.6 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.399 2.5 1.3 2.0 30" K= 5.60 70.1 100 TL 0 6'2" 0" 0.0 12.6 10.6 43" REF A3 70.1 gpm PATH 2 K= 17.31 16.4 psi PATH 3 FROM HYDRAULIC REFERENCE 19 TO A5 HEAD 19 17.4 1'%" 0 0 8'0" 3.5 fps 11.3 11.3 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.030 0.2 0.0 1.6 30" K= 5.60 17.4 100 TL 0 8'0" 0" 0.0 11.3 9.7 17" HEAD 18 17.1 11A" 0 0 7'10" 6.9 fps 11.6 11.6 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.108 0.8 0.3 1.9 30" K= 5.60 34.5 100 TL 0 7'10" 0" 0.0 11.3 9.3 43" HEAD 17 17.5 1%" 0 0 7'0" 10.4 fps 12.4 12.4 11.7 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.230 1.6 0.7 1.9 30" K= 5.60 52.0 100 TL 0 7'0" 0" 0.0 11.7 9.8 43" HEAD 16 18.3 1%" 0 0 1'11" 14.0 fps 14.0 14.0 12.7 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.402 2.5 1.3 2.0 30" K= 5.60 70.3 100 TL 0 6'2" 0" 0.0 12.7 10.7 43" REF A5 70.3 gpm PATH 3 K= 17.32 16.5 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 28 TO A8 HEAD 28 17.5 1'/4" 0 0 8'0" 3.5 fps 11.4 11.4 11.4 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.6 30" K. 5.60 17.5 100 TL 0 8'0" 0" 0.0 11.4 9.7 17" HEAD 27 17.2 11A" 0 0 8'0" 6.9 fps 11.6 11.6 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.108 0.9 0.3 1.9 30" K. 5.60 34.6 100 TL 0 8'0" 0" 0.0 11.3 9.4 43" HEAD 26 17.5 11/," 0 0 7'6" 10.4 fps 12.5 12.5 11.8 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.231 1.7 0.7 2.0 30" K. 5.60 52.2 100 TL 0 7'6" 0" 0.0 11.8 9.8 43" HEAD 25 18.5 11U" 0 0 1'9" 14.1 fps 14.2 14.2 12.9 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.405 2.4 1.3 2.0 30" K= 5.60 70.6 100 TL 0 6'0" 0" 0.0 12.9 10.9 43" REF A8 70.6 gpm PATH 4 K= 17.30 16.7 psi PATH 5 FROM HYDRAULIC REFERENCE 24 TO A7 HEAD 24 17.6 11/1" 0 0 8'0" 3.5 fps 11.6 11.6 11.6 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.7 30" K. 5.60 17.6 100 TL 0 8'0" 0" 0.0 11.6 9.9 17" HEAD 23 17.3 114" 0 0 7'10" 7.0 fps 11.8 11.8 11.5 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.110 0.9 0.3 1.9 30" K= 5.60 35.0 100 TL 0 7'10" 0" 0.0 11.5 9.6 43" HEAD 22 17.7 11/1" 0 0 7'0" 10.5 fps 12.7 12.7 12.0 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.235 1.6 0.7 2.0 30" K. 5.60 52.7 100 TL 0 7'0" 0" 0.0 12.0 10.0 43" HEAD 21 18.5 114" 0 0 1'11" 14.2 fps 14.3 14.3 13.0 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.411 2.5 1.3 2.0 30" K. 5.60 71.2 100 TL 0 6'2" 0" 0.0 13.0 11.0 43" REF A7 71.2 gpm PATH 5 K= 17.33 16.9 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 15 TO A4 HEAD 15 17.7 11U" 0 0 8'0" 3.5 fps 11.6 11.6 11.6 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.7 30" K. 5.60 17.7 100 TL 0 8'0" 0" 0.0 11.6 9.9 17" HEAD 14 17.3 1W' 0 0 7'10" 7.0 fps 11.8 11.8 11.5 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.110 0.9 0.3 1.9 30" K= 5.60 35.0 100 TL 0 7'10" 0" 0.0 11.5 9.6 43" HEAD 13 17.7 1%" 0 0 7'0" 10.5 fps 12.7 12.7 12.0 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.236 1.6 0.7 2.0 30" K. 5.60 52.7 100 TL 0 7'0" 0" 0.0 12.0 10.0 43" HEAD 12 18.6 11U" 0 0 1'11" 14.2 fps 14.4 14.4 13.0 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.412 2.5 1.3 2.0 30" K= 5.60 71.3 100 TL 0 6'2" 0" 0.0 13.0 11.0 43" REF A4 71.3 gpm PATH 6 K= 17.33 16.9 psi PATH 7 FROM HYDRAULIC REFERENCE 32 TO A10 HEAD 32 20.1 114" 0 0 8'0" 4.0 fps 14.7 14.7 14.7 30" 0.20 gpm/sq ft 1.438" 0 0 0" 0.040 0.3 0.0 1.8 30" K= 5.60 20.1 100 TL 0 8'0" 0" 0.0 14.7 12.9 17" HEAD 31 19.8 1U" 0 0 0.20 gpm/sq ft 1.438" 0 0 K= 5.60 39.9 100 TL 0 71611 8.0 fps 15.1 15.1 14.6 30" 0" 0.141 1.1 0.4 2.2 30" 7'6" 0" 0.0 14.6 12.5 43" HEAD 30 20.2 1U" 0 0 1'9" 12.0 fps 16.1 16.1 15.2 30" 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.300 1.8 0.9 2.2 30" K= 5.60 60.1 100 TL 0 6'0" 0" 0.0 15.2 13.0 43" REF A10 60.1 gpm PATH 7 K= 14.19 17.9 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 6 TO A2 HEAD 6 22.5 1%" 0 0 4'6" 4.5 fps 16.1 16.1 16.1 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.049 0.4 0.0 0.0 K= 5.60 22.5 100 TL 0 8'10" 0" 0.0 16.1 16.1 REF A2 22.5 gpm PATH 8 K= 5.53 16.5 psi PATH 9 FROM HYDRAULIC REFERENCE 36 TO Al2 HEAD 36 21.1 11%" 0 0 8'0" 4.2 fps 16.1 16.1 16.1 30" 0.21 gpm/sq ft 1.438" 0 0 0" 0.043 0.3 0.0 1.9 30" K= 5.60 21.1 100 TL 0 8'0" 0" 0.0 16.1 14.2 17" HEAD 35 20.8 11A" 0 0 7'6" 8.4 fps 16.5 16.5 16.0 30" 0.21 gpm/sq ft 1.438" 0 0 0" 0.154 1.2 0.5 2.3 30" K= 5.60 41.9 100 TL 0 7'6" 0" 0.0 16.0 13.7 43" HEAD 34 21.2 11/," 0 0 1'9" 12.6 fps 17.6 17.6 16.6 30" 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.328 2.0 1.0 2.3 30" K= 5.60 63.1 100 TL 0 6'0" 0" 0.0 16.6 14.3 43" REF Al2 63.1 gpm PATH 9 K= 14.24 19.6 psi PATH 10 FROM HYDRAULIC REFERENCE 20 TO A6 HEAD 20 22.6 11/," 0 0 4'6" 4.5 fps 16.3 16.3 16.3 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.049 0.4 0.0 0.0 K. 5.60 22.6 10.0 TL 0 8'10" 0" 0.0 16.3 16.3 REF A6 22.6 gpm PATH 10 K= 5.53 16.7 psi, PATH 11 FROM HYDRAULIC REFERENCE 11 TO A4 HEAD 11 22.7 1%" 0 0 4'6" 4.5 fps 16.5 16.5 16.5 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.050 0.4 0.0 0.0 K= 5.60 22.7 100 TL 0 8'10" 0" 0.0 16.5 16.5 REF A4 22.7 gpm PATH 11 K= 5.53 16.9 psi NETSREAM SYSTEM #2 REMOTE AREA #1 Drawing Date: 8/ 2/00 9:16 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 29 TO A9 HEAD 29 23.1 1%" 0 0 4'3" 4.6 fps 17.0 17.0 17.0 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.051 0.4 0.0 0.0 K= 5.60 23.1 100 TL 0 8'6" 0" 0.0 17.0 17.0 REF A9 23.1 gpm PATH 12 K= 5.53 17.4 psi PATH 13 FROM HYDRAULIC REFERENCE 33 TO All HEAD 33 24.5 1%" 0 0 4'3" 4.9 fps 19.1 19.1 19.1 0.24 gpm/sq ft 1.438" 1 0 4'3" 0.057 0.5 0.0 0.0 K= 5.60 24.5 100 TL 0 8'6" 0" 0.0 19.1 19.1 REF All 24.5 gpm PATH 13 K= 5.53 19.6 psi EE ✓ CM co O. 0 0 (0 0 N.O.N. O co = 250 _ E N V) 0. Q Q co O O O O 0 e- .- .- N L 6 N N 7 co N N 2 — 0 Q.( 0 L.VI2 3 m a m O c. acnccli0 J Q Z 0 H Q 4t cc 2w wZZ' , cogQ 2 cal WD5Q eel— — 4) r -OE ou-i1Z.N--i--a' • 250 gpm hose >+ CI. 0. Z • 1 0 N 0 CO 0 V' 0 0 0 1- O O 0) 0 0 0 0 0 0 0 0 v 0 0 M 0 0 N NETSREAM SYS #3 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSREAM SYS #3 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 8/ 2/00 8:34 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 100 sq ftl 0 gpm O gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 30 Flowing Outlets gpm Required: 777.9 psi Required: 86.3 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 87 Gallons Notes: NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 528 52.2 psi 1 3" Grvd 90 Ell 7' 120 3.068 528 2.3 Elevation Change 7'0" 3.0 1 3" Flngd Deluge Valve 0' 0 3.068 528 0.0 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 528 3.0 1 4" x 3" Groove -O -Let 20' 120 4.026 528 1.6 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 100' 10 4.260 778 12.3 7 4" Grvd 90 Ell 10' 120 4.026 778 11.7 Hydr Ref R1 Required at Source 778 86.3 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 778 gpm 149.8 psi SAFETY PRESSURE 63.6 psi Available Pressure of 149.8 psi Exceeds Required Pressure of 86.3 psi This is a safety margin of 63.6 psi or 42 % of Supply Maximum Water Velocity is 19.4 fps NETSREAM SYS #3 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: LEGEND 8/ 2/00 8:34 Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. diagram. _ (gpm) = K x -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 15.3 11/1" 0 0 8'0" 3.0 fps 9.0 9.0 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.5 30" K= 5.60 15.3 100 TL 0 8'0" 0" 0.0 9.0 7.4 17" HEAD 3 15.0 11/," 0 0 7'10" 6.0 fps 9.2 9.2 8.9 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.084 0.7 0.2 1.7 30" K= 5.60 30.3 100 TL 0 7'10" 0" 0.0 8.9 7.2 43" HEAD 2 15.3 11A" 0.15 gpm/sq ft 1.438" K= 5.60 45.6 100 TL 2 0 14'5" 9.1 fps 1 0 8'7" 0.180 0 22'11" 0" 9.8 4.1 0.0 9.8 0.5 9.3 9.3 1.8 7.5 30" 30" 43" REF Al 20.6 3" 0 0 1'3" 2.4 fps 14.0 14.0 PATH 9 3.352" 0 0 0" 0.006 0.0 0.0 K= 5.53 66.3 100 SF 0 1'3" 0" 0.0 14.0 REF A2 63.8 3" 0 0 8'0" 4.8 fps 14.0 14.0 PATH 4 3.352" 0 0 0" 0.020 0.2 0.2 K= 17.16 130.0 100 SF 0 8'0" 0" 0.0 13.8 REF A3 63.7 3" 0 0 PATH 3 3.352" 0 0 K= 17.15 193.7 100 SF 0 911 7.1 fps 14.1 14.1 0" 0.042 0.0 0.3 0" 0.0 13.8 911 REF A4 20.5 3" 0 0 PATH 8 3.352" 0 0 K= 5.53 214.2 100 SF 0 7'3" 0" 7'3" 7.9 fps 14.2 14.2 0.051 0.4 0.4 0" 0.0 13.7 REF A5 65.0 3" 0 0 4'9" 10.3 fps 14.5 14.5 PATH 2 3.352" 0 0 0" 0.084 0.4 0.7 K= 17.48 279.2 100 SF 0 4'9" 0" 0.0 13.8 REF A6 20.8 3" 0 0 1'3" 11.0 fps 14.9 14.9 PATH 10 3.352" 0 0 0" 0.095 0.1 0.8 K= 5.53 300.0 100 SF 0 1'3" 0" 0.0 14.1 CONTINUED 15.0 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) CONTINUED REF A7 52.4 3" 0 0 9'0" 12.9 fps 15.0 15.0 PATH 5 3.352" 0 0 0" 0.128 1.2 1.1 K= 14.03 352.4 100 SF 0 9'0" 0" 0.0 13.9 REF A8 54.0 3" 0 0 1'9" 14.9 fps 16.2 16.2 PATH 6 3.352" 0 0 0" 0.167 0.3 1.5 K= 14.06 406.3 100 SF 0 1'9" 0" 0.0 14.7 REF A9 21.3 3" 0 0 6'3" 15.7 fps 16.5 16.5 PATH 11 3.352" 0 0 0" 0.184 1.2 1.6 K= 5.53 427.6 100 SF 0 6'3" 0" 0.0 14.9 REF A10 55.6 3" 0 0 3'1" 17.7 fps 17.6 17.6 PATH 7 3.352" 1 0 10'8" 0.231 3.2 2.1 K= 14.10 483.3 100 SF 0 13'9" 0" 0.0 15.6 REF All 44.6 3" 3 0 100'7" 19.4 fps 20.8 20.8 PATH 12 3.352" 0 0 15'0" 0.271 31.4 0.0 K= 9.77 527.9 100 SF 0 115'7" 0" 0.0 20.8 REF W 527.9 gpm PATH 1 K= 73.07 52.2 psi PATH 2 FROM HYDRAULIC REFERENCE 17 TO A5 HEAD 17 15.7 11/," 0 0 8'0" 3.1 fps 9.4 9.4 9.4 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K= 5.60 15.7 100 TL 0 8'0" 0" 0.0 9.4 7.8 17" HEAD 16 15.4 1%" 0 0 7'10" 6.2 fps 9.6 9.6 9.3 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.089 0.7 0.3 1.8 30" K= 5.60 31.1 100 TL 0 7'10" 0" 0.0 9.3 7.6 43" HEAD 15 17.4 11/," 0 0 7'0" 9.7 fps 10.3 10.3 9.7 0.17 gpm/sq ft 1.438" 0 0 0" 0.202 1.4 0.6 0.0 K= 5.60 48.5 100 TL 0 7'0" 0" 0.0 9.7 9.7 CONTINUED 11.7 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 17 TO A5 CONTINUED HEAD 14 16.5 11/," 0 0 1'11" 13.0 fps 11.7 11.7 10.6 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.347 2.1 1.1 1.9 30" K= 5.60 65.0 100 TL 0 6'2" 0" 0.0 10.6 8.7 43" REF A5 65.0 gpm PATH 2 K= 17.48 13.8 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO A3 HEAD 12 15.8 11A" 0 0 8'0" 3.1 fps 9.5 9.5 9.5 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K= 5.60 15.8 100 TL 0 8'0" 0" 0.0 9.5 7.9 17" HEAD 11 15.5 1%" 0 0 7'10" 6.2 fps 9.7 9.7 9.4 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K= 5.60 31.3 100 TL 0 7'10" 0" 0.0 9.4 7.7 43" HEAD 10 15.8 11/," 0 0 7'0" 9.4 fps 10.4 10.4 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.191 1.3 0.6 1.8 30" K= 5.60 47.1 100 TL 0 7'0" 0" 0.0 9.8 8.0 43" HEAD 9 16.6 114" 0 0 1'11" 12.7 fps 11.7 11.7 10.7 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.335 2.1 1.1 1.9 30" K= 5.60 63.7 100 TL 0 6'2" 0" 0.0 10.7 8.8 43" REF A3 63.7 gpm PATH 3 K= 17.15 13.8 psi PATH 4 FROM HYDRAULIC REFERENCE 8 TO A2 HEAD 8 15.8 1%" 0 0 8'0" 3.1 fps 9.5 9.5 9.5 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K= 5.60 15.8 100 TL 0 8'0" 0" 0.0 9.5 7.9 17" HEAD 7 15.5 11/," 0 0 7'10" 6.2 fps 9.7 9.7 9.4 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K= 5.60 31.3 100 TL 0 7'10" 0" 0.0 9.4 7.7 43" CONTINUED 10.4 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 8 TO A2 CONTINUED HEAD 6 15.9 114" 0 0 7'0" 9.4 fps 10.4 10.4 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.192 1.3 0.6 1.8 30" K= 5.60 47.1 100 TL 0 7'0" 0" 0.0 9.8 8.0 43" HEAD 5 16.6 1'%" 0 0 1'11" 12.7 fps 11.7 11.7 10.7 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.335 2.1 1.1 1.9 30" K= 5.60 63.8 100 TL 0 6'2" 0" 0.0 10.7 8.8 43" REF A2 63.8 gpm PATH 4 K= 17.16 13.8 psi PATH 5 FROM HYDRAULIC REFERENCE 21 TO A7 HEAD 21 17.6 11/." 0 0 8'4" 3.5 fps 11.5 11.5 11.5 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.3 0.0 1.6 30" K= 5.60 17.6 100 TL 0 8'4" 0" 0.0 11.5 9.8 17" HEAD 20 17.3 1N" 0 0 7'0" 6.9 fps 11.7 11.7 11.4 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.109 0.8 0.3 1.9 30" K= 5.60 34.8 100 TL 0 7'0" 0" 0.0 11.4 9.5 43" HEAD 19 17.6 1W' 0 0 1'11" 10.4 fps 12.5 12.5 11.8 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.233 1.4 0.7 2.0 30" K= 5.60 52.4 100 TL 0 6'2" 0" 0.0 11.8 9.8 43" REF A7 52.4 gpm PATH 5 K= 14.03 13.9 psi PATH 6 FROM HYDRAULIC REFERENCE 24 TO A8 HEAD 24 18.1 1N" 0 0 8'4" 3.6 fps 12.1 12.1 12.1 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.033 0.3 0.0 1.7 30" K= 5.60 18.1 100 TL 0 8'4" 0" 0.0 12.1 10.4 17" HEAD 23 17.8 11/," 0 0 7'0" 7.2 fps 12.4 12.4 12.1 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.116 0.8 0.3 2.0 30" K= 5.60 35.9 100 TL 0 7'0" 0" 0.0 12.1 10.1 43" CONTINUED 13.2 psi 1'ETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 24 TO A8 CONTINUED HEAD 22 18.1 11/" 0 0 1'11" 10.8 fps 13.2 13.2 12.4 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.246 1.5 0.8 2.0 30" K= 5.60 54.0 100 TL 0 6'2" 0" 0.0 12.4 10.4 43" REF A8 54.0 gpm PATH 6 K= 14.06 14.7 psi PATH 7 FROM HYDRAULIC REFERENCE 28 TO A10 HEAD 28 18.7 11/," 0 0 8'4" 3.7 fps 12.8 12.8 12.8 30" 0.19 gpm/sq ft 1.438" 0 0 0" 0.035 0.3 0.0 1.7 30" K= 5.60 18.7 100 TL 0 8'4" 0" 0.0 12.8 11.1 17" HEAD 27 18.3 11/," 0 0 7'0" 7.4 fps 13.1 13.1 12.7 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.122 0.9 0.4 2.0 30" K= 5.60 37.0 100 TL 0 7'0" 0" 0.0 12.7 10.7 43" HEAD 26 18.6 11A" 0 0 1'11" 11.1 fps 14.0 14.0 13.1 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.260 1.6 0.8 2.1 30" K= 5.60 55.6 100 TL 0 6'2" 0" 0.0 13.1 11.1 43" REF A10 55.6 gpm PATH 7 K= 14.10 15.6 psi PATH 8 FROM HYDRAULIC REFERENCE 13 TO A4 HEAD 13 20.5 11/," 0 0 4'6" 4.1 fps 13.4 13.4 13.4 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.041 0.4 0.0 0.0 K= 5.60 20.5 100 TL 0 8'10" 0" 0.0 13.4 13.4 REF A4 20.5 gpm PATH 8 K= 5.53 13.7 psi PATH 9 FROM HYDRAULIC REFERENCE 1 TO Al HEAD 1 20.6 11A" 0 0 4'6" 4.1 fps 13.6 13.6 13.6 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.042 0.4 0.0 0.0 K= 5.60 20.6 100 TL 0 8'10" 0" 0.0 13.6 13.6 REF Al 20.6 gpm PATH 9 K= 5.53 14.0 psi NETSREAM SYS #3 REMOTE AREA #1 Drawing Date: 8/ 2/00 8:34 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 18 TO A6 HEAD 18 20.8 1N" 0 0 4'6" 4.1 fps 13.8 13.8 13.8 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.042 0.4 0.0 0.0 K= 5.60 20.8 100 TL 0 8'10" 0" 0.0 13.8 13.8 REF A6 20.8 gpm PATH 10 K= 5.53 14.1 psi PATH 11 FROM HYDRAULIC REFERENCE 25 TO A9 HEAD 25 21.3 1%" 0 0 4'6" 4.3 fps 14.5 14.5 14.5 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.044 0.4 0.0 0.0 K= 5.60 21.3 100 TL 0 8'10" 0" 0.0 14.5 14.5 REF A9 21.3 gpm PATH 11 K= 5.53 14.9 psi PATH 12 FROM HYDRAULIC REFERENCE 30 TO All HEAD 30 22.5 11%" 0 0 8'4" 4.5 fps 18.1 18.1 18.1 30" 0.22 gpm/sq ft 1.438" 0 0 0" 0.049 0.4 0.0 2.0 30" K= 5.60 22.5 100 TL 0 8'4" 0" 0.0 18.1 16.1 17" HEAD 29 22.1 1N" 0 0 8'11" 8.9 fps 18.5 18.5 18.0 30" 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.173 2.3 0.5 2.4 30" K= 5.60 44.6 100 TL 0 13'2" 0" 0.0 18.0 15.6 43" REF B1 3" 0 0 4'11" 1.6 fps 20.8 3.352" 1 0 10'8" 0.003 0.0 44.6 •100 SF 0 15'8" 0" 0.0 REF A11 44.6 gpm PATH 12 K= 9.77 20.8 psi d Y � C � m 0 • y in C "Y 3cw0 L. Q, d 0 OwaS EE Q 0) 0) X00 3 0 mCD fn.0 0 O C) Z.0 _E V) .y co. Q_ Q. CO 0 0 0 O N O CO �- 0 z 0 z w *z u)gQ— (0 cor 0 0 &. OE W N � • i 0O 0 N N O N CO e- acn N CO O O 0 0 0 0 co O O co 0 O ti O O 0 0 0 0 0 0 N Flow (anml NETSTREAM SYST 1 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSTREAM SYST 1 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 8/ 2/00 10:27 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 100 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 22 Flowing Outlets gpm Required: 608.4 psi Required: 52.0 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 54 Gallons Notes: NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W Required at 1 2%" Grvd 90 Ell Elevation 1 2%" Flngd Deluge Valve 1 23" Grvd Butterfly Valve Milwauk 1 4" x 2%" Groove -O -Let Sch 40 Fixed Flow 1 Pipe 4" 10x25 7 4" Grvd 90 Ell HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hyd Area 1 6' 120 7'0" 0' 0 B 7' 120 0' 120 Flow Loss 138' 120 10' 120 Change 358 2.469 358 2.469 358 2.469 358 4.026 358 250 4.260 608 4.026 608 Hydr Ref Ri Required at Source 608 2.4 3.0 0.0 2.9 0.0 gpm 10.8 7.5 25.4 psi 52.0 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 608 gpm 153.5 psi SAFETY PRESSURE 101.6 psi Available Pressure of 153.5 psi Exceeds Required Pressure of 52.0 psi This is a safety margin of 101.6 psi or 66 % of Supply Maximum Water Velocity is 19.9 fps NETSTREAM SYST 1 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 8/ 2/00 10:27 LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 15 TO W (PRIMARY PATH) HEAD 15 15.2 1%" 0 0 0.15 gpm/sq ft 1.438" 0 0 K= 5.60 15.2 100 TL 0 9 ' 3 " 3.0 fps 8.9 8.9 8.9 30" 0" 0.024 0.2 0.0 1.5 30" 0" 0.0 8.9 7.4 17" 913" HEAD 14 15.0 11/4" 0 0 11'0" 6.0 fps 0.15 gpm/sq ft 1.438" 0 0 0" 0.084 K= 5.60 30.2 100 TL 0 11'0" 0" 9.1 0.9 0.0 9.1 0.2 8.9 8.9 1.7 7.2 30" 30" 43" HEAD 13 15.6 11/" 0 0 7'8" 9.1 fps 10.1 10.1 9.5 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.182 2.2 0.6 1.8 30" K= 5.60 45.8 100 TL 0 11'11" 0" 0.0 9.5 7.7 43" REF A3 188.9 2%1' 0 0 10" 13.0 fps 13.4 13.4 PATH 2 2.727" 0 0 0" 0.165 0.1 1.1 K= 51.66 234.7 100 SF 0 10" 0" 0.0 12.2 REF A4 47.4 2%1' 0 0 9'8" 15.6 fps 13.5 13.5 PATH 4 2.727" 0 0 0" 0.233 2.2 1.6 K= 13.76 282.1 100 SF 0 9'8" 0" 0.0 11.9 REF A5 76.3 2%" 0 0 18'0" 19.9 fps 15.8 15.8 PATH 7 AND 9 2.727" 1 0 8'7" 0.362 9.6 0.0 K= 19.23 358.4 100 SF 0 26'7" 0" 0.0 15.8 REF W 358.4 gpm PATH 1 K= 71.17 25.4 psi PATH 2 FROM HYDRAULIC REFERENCE 6 TO A3 HEAD 6 15.3 11/," 0 0 10'3" 3.1 fps 9.0 9.0 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.5 30" K= 5.60 15.3 100 TL 0 10'3" 0" 0.0 9.0 7.5 17" HEAD 5 15.1 11A" 0 0 11'3" 6.1 fps 9.3 9.3 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.085 1.0 0.2 1.7 30" K= 5.60 30.4 100 TL 0 11'3" 0" 0.0 9.0 7.3 43" CONTINUED 10.2 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A3 CONTINUED HEAD 4 15.7 11/," 0 0 6'S" 9.2 fps 10.2 10.2 9.7 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.184 2.0 0.6 1.8 30" K= 5.60 46.1 100 TL 0 10'8" 0" 0.0 9.7 7.9 43" REF Al 47.7 2M" 0 0 9'0" 5.2 fps 12.2 12.2 PATH 5 2.727" 0 0 0" 0.030 0.3 0.0 K= 13.66 93.8 100 SF 0 9'0" 0" 0.0 12.2 REF A2 95.0 2'Mz" 0 0 8'2" 10.5 fps 12.5 12.5 PATH 3 AND 6 2.727" 0 0 0" 0.111 0.9 0.0 K= 26.92 188.9 100 SF 0 8'2" 0" 0.0 12.5 REF A3 188.9 gpm PATH 2 K= 51.66 13.4 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO A2 HEAD 12 15.5 1'%" 0 0 10'3" 3.1 fps 9.2 9.2 9.2 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.3 0.0 1.5 30" K= 5.60 15.5 100 TL 0 10'3" 0" 0.0 9.2 7.7 17" HEAD 11 15.3 1'%" 0 0 11'3" 6.1 fps 9.5 9.5 9.2 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.087 1.0 0.2 1.8 30" K= 5.60 30.8 100 TL 0 11'3" 0" 0.0 9.2 7.5 43" HEAD 10 15.9 1N" 0 0 6'5" 9.3 fps 10.4 10.4 9.9 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.189 2.0 0.6 1.8 30" K= 5.60 46.7 100 TL 0 10'8" 0" 0.0 9.9 8.1 43" r REF A2 46.7 gpm PATH 3 K= 13.24 12.5 psi PATH 4 FROM HYDRAULIC REFERENCE 18 TO A4 HEAD 18 15.6 1" 1 0 2'11" 5.4 fps 9.3 9.3 9.3 30" 0.16 gpm/sq ft 1.090" 0 0 1'5" 0.096 0.4 0.0 1.5 30" K= 5.60 15.6 100 TL 0 4'5" 0" 0.0 9.3 7.8 17" CONTINUED 9.8 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 18 TO A4 CONTINUED REF 30 11/4" 0 0 6'5" 3.1 fps 9.8 1.438" 0 0 0" 0.025 0.2 15.6 100 TL 0 6'5" 0" 0.0 HEAD 19 15.7 11/," 0 0 8'0" 6.3 fps 9.9 9.9 9.7 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K= 5.60 31.4 100 TL 0 8'0" 0" 0.0 9.7 7.9 43" HEAD 20 16.1 114" 0 0 2'1" 9.5 fps 10.6 10.6 10.1 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.194 1.2 0.6 1.8 30" K= 5.60 47.4 100 TL 0 6'5" 0" 0.0 10.1 8.2 43" REF A4 47.4 gpm PATH.4 K= 13.76 11.9 psi PATH 5 FROM HYDRAULIC REFERENCE 1 TO Al HEAD 1 15.9 11/," 0 0 10'0" 3.2 fps 9.6 9.6 9.6 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.026 0.3 0.0 1.6 30" K= 5.60 15.9 100 TL 0 10'0" 0" 0.0 9.6 8.0 17" HEAD 2 15.6 11/1" 0 0 10'0" 6.3 fps 9.9 9.9 9.6 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.091 0.9 0.3 1.8 30" K= 5.60 31.5 100 TL 0 10'0" 0" 0.0 9.6 7.8 43" HEAD 3 16.2 11/," 0 0 3'0" 9.5 fps 10.8 10.8 10.2 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.196 1.4 0.6 1.8 30" K= 5.60 47.7 100 TL 0 7'3" 0" 0.0 10.2 8.3 43" • REF Al 47.7 gpm PATH 5 K= 13.66 12.2 psi PATH 6 FROM HYDRAULIC REFERENCE 7 TO A2 HEAD 7 16.1 11/," 0 0 9'11" 3.2 fps 9.8 9.8 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.026 0.3 0.0 1.6 30" K= 5.60 16.1 100 TL 0 9'11" 0" 0.0 9.8 8.2 17" CONTINUED 10.1 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 7 TO A2 CONTINUED HEAD 8 15.8 1%" 0 0 10'1" 6.4 fps 10.1 10.1 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.093 0.9 0.3 1.8 30" K= 5.60 31.9 100 TL 0 10'1" 0" 0.0 9.8 8.0 43" HEAD 9 16.4 11/," 0 0 3'0" 9.6 fps 11.0 11.0 10.4 30" 0.16 gpm/sq ft 1.438" 1 0 4'3" 0.200 1.5 0.6 1.8 30" K= 5.60 48.3 100 TL 0 7'3" 0" 0.0 10.4 8.5 43" REF A2 48.3 gpm PATH 6 K= 13.68 12.5 psi PATH 7 FROM HYDRAULIC REFERENCE 16 TO A5 HEAD 16 17.9 1" 0 0 6'0" 6.2 fps 11.9 11.9 11.9 30" 0.18 gpm/sq ft 1.090" 1 0 3'7" 0.123 1.2 0.0 1.7 30" K= 5.60 17.9 100 TL 0 9'7" 0" 0.0 11.9 10.2 17" REF 31 18.8 1N" 0 0 14'11" 7.3 fps 13.4 13.4 PATH 8 1.438" 1 0 4'3" 0.121 2.3 0.4 K= 5.13 36.7 100 TL 0 19'2" 0" 0.0 13.1 REF A5 36.7 gpm PATH 7 K= 9.25 15.8 psi PATH 8 FROM HYDRAULIC REFERENCE 17 TO 31 HEAD 17 18.8 11/" 0 0 13'0" 3.7 fps 13.0 13.0 13.0 30" 0.19 gpm/sq ft 1.438" 0 0 0" 0.035 0.5 0.0 1.7 30" K= 5.60 18.8 100 TL" 0 13'0" 0" 0.0 13.0 11.3 17" REF 31 18.8 gpm PATH 8 K= 5.13 13.4 psi PATH 9 FROM HYDRAULIC REFERENCE 21 TO A5 HEAD 21 20.0 11N" 0 0 8'0" 4.0 fps 14.5 14.5 14.5 30" 0.20 gpm/sq ft 1.438" 0 0 0" 0.039 0.3 0.0 1.8 30" K= 5.60 20.0 100 TL 0 8'0" 0" 0.0 14.5 12.7 17" CONTINUED 14.9 psi NETSTREAM SYST 1 Drawing Date: 8/ 2/00 10:27 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS' LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 9 FROM HYDRAULIC REFERENCE 21 TO A5 CONTINUED HEAD 22 19.6 11/," 0 0 2'1" 7.9 fps 14.9 14.9 14.4 30" 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.139 0.9 0.4 2.2 30" K= 5.60 39.6 100 TL 0 6'5" 0" 0.0 14.4 12.3 43" REF A5 39.6 gpm PATH 9 K= 9.99 15.8 psi EE ✓ cm O t� 3 r 0 O d N.0 O N 7 _ O N N Q. Q. Q. O 0 0 O ft,O co r T • 250 gpm hose • -J z 0 1- Q Z •- 1W -- F - }Z yoga 0 0E -NY E 0 W N D 0) Z F- <Y O 00 N 0 0 N a (° acn— 0 0 00 0 ✓ NETSREAM SYSTEM #2 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSREAM SYSTEM #2 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 8/ 2/00 9:16 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 100 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 36 Flowing Outlets gpm Required: 921.4 psi Required: 94.4 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 67 Gallons Notes: NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 671 47.6 psi 1 3" Grvd 90 Ell 7' 120 3.068 671 3.6 Elevation Change 7'0" 3.0 1 3" Flngd Deluge Valve 0' 0 3.068 671 0.0 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 671 4.7 1 4" x 3" Groove -O -Let 20' 120 4.026 671 2.6 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 100' 120 4.260 921 16.9 7 4" Grvd 90 Ell 10' 120 4.026 921 16.1 Hydr Ref Ri Required at Source 921 94.4 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 921 gpm 146.1 psi SAFETY PRESSURE 51.7 psi Available Pressure of 146.1 psi Exceeds Required Pressure of 94.4 psi This is a safety margin of 51.7 psi or 35 % of Supply Maximum Water Velocity is 24.6 fps NETSREAM SYSTEM #2 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: LEGEND 8/ 2/00 9:16 Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) HEAD 5 15.3 11/1" 1 0 0.15 gpm/sq ft 1.438" 0 0 K= 5.60 15.3 100 TL 0 5' 5" 2'2" 7'6" 3.0 fps 0.024 0" 9.0 0.2 0.0 9.0 0.0 9.0 9.0 1.5 7.5 30" 30" 17" HEAD 4 15.0 11/1" 0 0 8'0" 6.0 fps 9.2 9.2 8.9 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.085 0.7 0.2 1.7 30" K= 5.60 30.3 100 TL 0 8'0" 0" 0.0 8.9 7.2 43" HEAD 3 15.4 11/," 0 0 7'10" 9.1 fps 9.8 9.8 9.3 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.181 1.4 0.5 1.8 30" K= 5.60 45.6 100 TL 0 7'10" 0" 0.0 9.3 7.5 43" HEAD 2 16.2 114" 0 0 7'0" 12.3 fps 11.2 11.2 10.2 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.317 2.2 1.0 1.8 30" K= 5.60 61.9 100 TL 0 7'0" 0" 0.0 10.2 8.4 43" HEAD 1 17.6 114" 0 0 1'11" 15.8 fps 13.5 13.5 11.8 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.504 3.1 1.7 2.0 30" K= 5.60 79.4 100 TL 0 6'2" 0" 0.0 11.8 9.9 43" REF Al 3" 0 0 2'6" 2.9 fps 16.6 3.352" 0 0 0" 0.008 0.0 79.4 100 SF 0 2'6" 0" 0.0 REF A2 22.5 3" 0 0 5'0" 3.7 fps 16.6 16.6 PATH 8 3.352" 0 0 0" 0.013 0.1 0.1 K= 5.53 101.9 100 SF 0 5'0" 0" 0.0 16.5 REF A3 70.1 3" 0 0 7'0" 6.3 fps 16.7 16.7 PATH 2 3.352" 0 0 0" 0.034 0.2 0.3 K= 17.31 172.0 100 SF 0 7'0" 0" 0.0 16.4 REF A4 94.0 3" 0 0 8'0" 9.8 fps 16.9 16.9 PATH 11 AND 6 3.352" 0 0 0" 0.076 0.6 0.0 K= 22.86 265.9 100 SF 0 8'0" 0" 0.0 16.9 CONTINUED 17.5 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH (GPM) PIPE FITS FEET PRESSURE BRANCH LINE SUMMARY. TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) CONTINUED REF A5 70.3 3" 0 0 3'0" 12.3 fps 17.5 17.5 PATH 3 3.352" 0 0 0" 0.118 0.4 1.0 K= 17.32 336.3 100 SF 0 3'0" 0" 0.0 16.5 REF A6 22.6 3" 0 0 5'0" 13.2 fps 17.9 17.9 PATH 10 3.352" 0 0 0" 0.133 0.7 1.1 K= 5.53 358.9 100 SF 0 5'0" 0" 0.0 16.7 REF A7 71.2 3" 0 0 1'11" 15.8 fps 18.5 18.5 PATH 5 3.352" 0 0 0" 0.186 0.4 1.6 K. 17.33 430.1 100 SF 0 1111" 0" 0.0 16.9 REF A8 70.6 3" 0 0 4'1" 18.4 fps 18.9 18.9 PATH 4 3.352" 0 0 0" 0.246 1.0 2.2 K= 17.30 500.7 100 SF 0 4'1" 0" 0.0 16.7 REF A9 23.1 3" 0 0 4'0" 19.2 fps 19.9 19.9 PATH 12 3.352" 0 0 0" 0.268 1.1 2.4 K= 5.53 523.8 100 SF 0 4'0" 0" 0.0 17.4 REF A10 60.1 3" 0 0 6'0" 21.4 fps 21.0 21.0 PATH 7 3.352" 0 0 0" 0.327 2.0 3.0 K= 14.19 583.9 100 SF 0 6'0" 0" 0.0 17.9 REF All 24.5 3" 0 0 2'0" 22.3 fps 22.9 22.9 PATH 13 3.352" 0 0 0" 0.353 0.7 3.3 K= 5.53 608.4 100 SF 0 2'0" 0" 0.0 19.6 REF Al2 63.1 3" 2 0 46'7" 24.6 fps 23.6 23.6 PATH 9 3.352" 0 0 10'0" 0.423 24.0 4.0 K= 14.24 671.4 100 SF 0 56'7" 0" 0.0 19.6 REF W 671.4 gpm PATH 1 K= 97.33 47.6 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 10 TO A3 HEAD 10 17.4 11/," 0 0 7'11" 3.5 fps 11.2 11.2 11.2 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.030 0.2 0.0 1.6 30" K= 5.60 17.4 100 TL 0 7'11" 0" 0.0 11.2 9.6 17" HEAD 9 17.0 1N" 0 0 8'0" 6.9 fps 11.5 11.5 11.2 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.107 0.9 0.3 1.9 30" K= 5.60 34.4 100 TL 0 8'0" 0" 0.0 11.2 9.3 43" HEAD 8 17.4 11/," 0 0 7'0" 10.3 fps 12.3 12.3 11.6 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.228 1.6 0.7 1.9 30" K= 5.60 51.8 100 TL 0 7'0" 0" 0.0 11.6 9.7 43" HEAD 7 18.3 1N" 0 0 1'11" 14.0 fps 13.9 13.9 12.6 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.399 2.5 1.3 2.0 30" K= 5.60 70.1 100 TL 0 6'2" 0" 0.0 12.6 10.6 43" REF A3 70.1 gpm PATH 2 K= 17.31 16.4 psi PATH 3 FROM HYDRAULIC REFERENCE 19 TO A5 HEAD 19 17.4 11/," 0 0 8'0" 3.5 fps 11.3 11.3 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.030 0.2 0.0 1.6 30" K= 5.60 17.4 100 TL 0 8'0" 0" 0.0 11.3 9.7 17" HEAD 18 17.1 1N" 0 0 7'10" 6.9 fps 11.6 11.6 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.108 0.8 0.3 1.9 30" K= 5.60 34.5 100 TL 0 7'10" 0" 0.0 11.3 9.3 43" HEAD 17 17.5 114" 0 0 7'0" 10.4 fps 12.4 12.4 11.7 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.230 1.6 0.7 1.9 30" K= 5.60 52.0 100 TL 0 7'0" 0" 0.0 11.7 9.8 43" HEAD 16 18.3 1N" 0 0 1'11" 14.0 fps 14.0 14.0 12.7 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.402 2.5 1.3 2.0 30" K= 5.60 70.3 100 TL 0 6'2" 0" 0.0 12.7 10.7 43" REF A5 70.3 gpm PATH 3 K= 17.32 16.5 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 28 TO A8 HEAD 28 17.5 114" 0 0 8'0" 3.5 fps 11.4 11.4 11.4 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.6 30" K= 5.60 17.5 100 TL 0 8'0" 0" 0.0 11.4 9.7 17" HEAD 27 17.2 1'%" 0 0 8'0" 6.9 fps 11.6 11.6 11.3 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.108 0.9 0.3 1.9 30" K= 5.60 34.6 100 TL 0 8'0" 0" 0.0 11.3 9.4 43" HEAD 26 17.5 1N" 0 0 7'6" 10.4 fps 12.5 12.5 11.8 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.231 1.7 0.7 2.0 30" K= 5.60 52.2 100 TL 0 7'6" 0" 0.0 11.8 9.8 43" HEAD 25 18.5 1'%" 0 0 1'9" 14.1 fps 14.2 14.2 12.9 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.405 2.4 1.3 2.0 30" K= 5.60 70.6 100 TL 0 6'0" 0" 0.0 12.9 10.9 43" REF A8 70.6 gpm PATH 4 K= 17.30 16.7 psi PATH 5 FROM HYDRAULIC REFERENCE 24 TO A7 HEAD 24 17.6 1N" 0 0 8'0" 3.5 fps 11.6 11.6 11.6 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.7 30" K= 5.60 17.6 100 TL 0 8'0" 0" 0.0 11.6 9.9 17" HEAD 23 17.3 1N" 0 0 7'10" 7.0 fps 11.8 11.8 11.5 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.110 0.9 0.3 1.9 30" K= 5.60 35.0 100 TL 0 7'10" 0" 0.0 11.5 9.6 43" HEAD 22 17.7 1N" 0 0 7'0" 10.5 fps 12.7 12.7 12.0 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.235 1.6 0.7 2.0 30" K= 5.60 52.7 100 TL 0 7'0" 0" 0.0 12.0 10.0 43" HEAD 21 18.5 1N" 0 0 1'11" 14.2 fps 14.3 14.3 13.0 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.411 2.5 1.3 2.0 30" K= 5.60 71.2 100 TL 0 6'2" 0" 0.0 13.0 11.0 43" REF A7 71.2 gpm PATH 5 K= 17.33 16.9 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 15 TO A4 HEAD 15 17.7 11A" 0 0 8'0" 3.5 fps 11.6 11.6 11.6 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.2 0.0 1.7 30" K= 5.60 17.7 100 TL 0 8'0" 0" 0.0 11.6 9.9 17" HEAD 14 17.3 114" 0 0 7'10" 7.0 fps 11.8 11.8 11.5 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.110 0.9 0.3 1.9 30" K= 5.60 35.0 100 TL 0 7'10" 0" 0.0 11.5 9.6 43" HEAD 13 17.7 11/1" 0 0 7'0" 10.5 fps 12.7 12.7 12.0 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.236 1.6 0.7 2.0 30" K= 5.60 52.7 100 TL 0 7'0" 0" 0.0 12.0 10.0 43" HEAD 12 18.6 11A" 0 0 1'11" 14.2 fps 14.4 14.4 13.0 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.412 2.5 1.3 2.0 30" K= 5.60 71.3 100 TL 0 6'2" 0" 0.0 13.0 11.0 43" REF A4 71.3 gpm PATH 6 K= 17.33 16.9 psi PATH 7 FROM HYDRAULIC REFERENCE 32 TO A10 HEAD 32 20.1 11/1" 0 0 8'0" 4.0 fps 14.7 14.7 14.7 30" 0.20 gpm/sq ft 1.438" 0 0 0" 0.040 0.3 0.0 1.8 30" K= 5.60 20.1 100 TL 0 8'0" 0" 0.0 14.7 12.9 17" HEAD 31 19.8 1'%" 0 0 7'6" 8.0 fps 15.1 15.1 14.6 30" 0.20 gpm/sq ft 1.438" 0 0 0" 0.141 1.1 0.4 2.2 30" K= 5.60 39.9 100 TL 0 7'6" 0" 0.0 14.6 12.5 43" HEAD 30 20.2 P4" 0 0 1'9" 12.0 fps 16.1 16.1 15.2 30" 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.300 1.8 0.9 2.2 30" K= 5.60 60.1 100 TL 0 6'0" 0" 0.0 15.2 13.0 43" REF A10 60.1 gpm PATH 7 K= 14.19 17.9 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 6 TO A2 HEAD 6 22.5 11A" 0 0 4'6" 4.5 fps 16.1 16.1 16.1 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.049 0.4 0.0 0.0 K= 5.60 22.5 100 TL 0 8'10" 0" 0.0 16.1 16.1 REF A2 22.5 gpm PATH 8 K= 5.53 16.5 psi PATH 9 FROM HYDRAULIC REFERENCE 36 TO Al2 HEAD 36 21.1 11A" 0 0 8'0" 4.2 fps 16.1 16.1 16.1 30" 0.21 gpm/sq ft 1.438" 0 0 0" 0.043 0.3 0.0 1.9 30" K= 5.60 21.1 100 TL 0 8'0" 0" 0.0 16.1 14.2 17" HEAD 35 20.8 1W' 0 0 7'6" 8.4 fps 16.5 16.5 16.0 30" 0.21 gpm/sq ft 1.438" 0 0 0" 0.154 1.2 0.5 2.3 30" K. 5.60 41.9 100 TL 0 7'6" 0" 0.0 16.0 13.7 43" HEAD 34 21.2 11A" 0 0 1'9" 12.6 fps 17.6 17.6 16.6 30" 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.328 2.0 1.0 2.3 30" K= 5.60 63.1 100 TL 0 6'0" 0" 0.0 16.6 14.3 43" REF Al2 63.1 gpm PATH 9 K= 14.24 19.6 psi PATH 10 FROM HYDRAULIC REFERENCE 20 TO A6 HEAD 20 22.6 1%" 0 0 4'6" 4.5 fps 16.3 16.3 16.3 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.049 0.4 0.0 0.0 K= 5.60 22.6 100 TL 0 8'10" 0" 0.0 16.3 16.3 REF A6 22.6 gpm PATH 10 K= 5.53 16.7 psi PATH 11 FROM HYDRAULIC REFERENCE 11 TO A4 HEAD 11 22.7 11A" 0 0 4'6" 4.5 fps 16.5 16.5 16.5 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.050 0.4 0.0 0.0 K= 5.60 22.7 100 TL 0 8'10" 0" 0.0 16.5 16.5 REF A4 22.7 gpm PATH 11 K= 5.53 16.9 psi NETSREAM SYSTEM #2 Drawing Date: 8/ 2/00 9:16 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 29 TO A9 HEAD 29 23.1 1%" 0 0 4'3" 4.6 fps 17.0 17.0 17.0 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.051 0.4 0.0 0.0 K= 5.60 23.1 100 TL 0 8'6" 0" 0.0 17.0 17.0 REF A9 23.1 gpm PATH 12 K= 5.53 17.4 psi PATH 13 FROM HYDRAULIC REFERENCE 33 TO All HEAD 33 24.5 11/," 0 0 4'3" 4.9 fps 19.1 19.1 19.1 0.24 gpm/sq ft 1.438" 1 0 4'3" 0.057 0.5 0.0 0.0 K= 5.60 24.5 100 TL 0 8'6" 0" 0.0 19.1 19.1 REF All 24.5 gpm PATH 13 K= 5.53 19.6 psi EE V M o) O l4 ,.T T 0 O 6:2 oPo O (0 7 2 �0 (00 0. 0.0.0) 000 O N ° (O T T T T L L (n tl) d I.L P - Li m d civ cu 03 30WE0 J Q Z 0 Nz 2w 1-Z 2 (0 pgQ cel --0 - 2E o w N D 0 250 gpm hose >. 0. 0. 0) • N N N 0 N 0 O O 0 0 0 T O O O 0 O 0 0 0 O 0 'r 0 0 M 0 O N NETSREAM SYS #3 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION NETSREAM SYS #3 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 8/ 2/00 8:34 SHEET Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 100 sq ftl Hose Allowance Inside 0 gpm Hose Allowance Outside 0 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 30 Flowing Outlets gpm Required: 777.9 psi Required: 86.3 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 87 Gallons Notes: NETSREAM SYS #3 Drawing Date: HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W 1 3" Grvd 90 Ell Required at Hyd Area 1 7' 120 Elevation Change 7'0" 0' 0 10' 120 20' 120 Fixed Flow Flow Loss 100' 1`20 10' 120 1 3" Flngd Deluge Valve 1 3" Grvd Butterfly Valve CSC "BFV" 1 4" x 3" Groove -O -Let 1 Pipe 4" 10x25 7 4" Grvd 90 Ell 8/ 2/00 8:34 FLOW LOSS gpm psi TOTALS 528 3.068 528 2.3 3.0 3.068 528 0.0 3.068 528 3.0 4.026 528 1.6 250 gpm 4.260 778 12.3 4.026 778 11.7 Hydr Ref R1 Required at Source 778 52.2 psi 86.3 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 778 gpm 149.8 psi SAFETY PRESSURE 63.6 psi Available Pressure of 149.8 psi Exceeds Required Pressure of 86.3 psi This is a safety margin of 63.6 psi or 42 % of Supply Maximum Water Velocity is 19.4 fps NETSREAM SYS #3 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: LEGEND 8/ 2/00 8:34 Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) HEAD 4 15.3 11A" 0 0 8'0" 3.0 fps 9.0 9.0 9.0 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.5 30" K= 5.60 15.3 100 TL 0 8'0" 0" 0.0 9.0 7.4 17" HEAD 3 15.0 11A" 0 0 7'10" 6.0 fps 9.2 9.2 8.9 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.084 0.7 0.2 1.7 30" K= 5.60 30.3 100 TL 0 7'10" 0" 0.0 8.9 7.2 43" HEAD 2 15.3 11A" 2 0 14'5" 9.1 fps 9.8 9.8 9.3 30" 0.15 gpm/sq ft 1.438" 1 0 8'7" 0.180 4.1 0.5 1.8 30" K= 5.60 45.6 100 TL 0 22'11" 0" 0.0 9.3 7.5 43" REF Al 20.6 3" 0 0 1'3" 2.4 fps 14.0 14.0 PATH 9 3.352" 0 0 0" 0.006 0.0 0.0 K= 5.53 66.3 100 SF 0 1'3" 0" 0.0 14.0 REF A2 63.8 3" 0 0 8'0" 4.8 fps 14.0 14.0 PATH 4 3.352" 0 0 0" 0.020 0.2 0.2 K= 17.16 130.0 100 SF 0 8'0" 0" 0.0 13.8 REF A3 63.7 3" 0 0 PATH 3 3.352" 0 0 K= 17.15 193.7 100 SF 0 g " 0" g " 7.1 fps 14.1 14.1 0.042 0.0 0.3 0" 0.0 13.8 REF A4 20.5 3" 0 0 PATH 8 3.352" 0 0 K= 5.53 214.2 100 SF 0 7'3" 0" 7'3" 7.9 fps 14.2 14.2 0.051 0.4 0.4 0" 0.0 13.7 REF A5 65.0 3" 0 0 4'9" 10.3 fps 14.5 14.5 • PATH 2 3.352" 0 0 0" 0.084 0.4 0.7 K= 17.48 279.2 100 SF 0 4'9" 0" 0.0 13.8 REF A6 20.8 3" 0 0 1'3" 11.0 fps 14.9 14.9 PATH 10 3.352" 0 0 0" 0.095 0.1 0.8 K= 5.53 300.0 100 SF 0 1'3" 0" 0.0 14.1 CONTINUED 15.0 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 4 TO W (PRIMARY PATH) CONTINUED REF A7 52.4 3" 0 0 9'0" 12.9 fps 15.0 15.0 PATH 5 3.352" 0 0 0" 0.128 1.2 1.1 K. 14.03 352.4 100 SF 0 9'0" 0" 0.0 13.9 REF A8 54.0 3" 0 0 1'9" 14.9 fps 16.2 16.2 PATH 6 3.352" 0 0 0" 0.167 0.3 1.5 K= 14.06 406.3 100 SF 0 1'9" 0" 0.0 14.7 REF A9 21.3 3" 0 0 6'3" 15.7 fps 16.5 16.5 PATH 11 3.352" 0 0 0" 0.184 1.2 1.6 K= 5.53 427.6 100 SF 0 6'3" 0" 0.0 14.9 REF A10 55.6 3" 0 0 3'1" 17.7 fps 17.6 17.6 PATH 7 3.352" 1 0 10'8" 0.231 3.2 2.1 K. 14.10 483.3 100 SF 0 13'9" 0" 0.0 15.6 REF All 44.6 3" 3 0 100'7" 19.4 fps 20.8 20.8 PATH 12 3.352" 0 0 15'0" 0.271 31.4 0.0 K. 9.77 527.9 100 SF 0 115'7" 0" 0.0 20.8 REF W 527.9 gpm PATH 1 K= 73.07 52.2 psi PATH 2 FROM HYDRAULIC REFERENCE 17 TO A5 HEAD 17 15.7 1%" 0 0 8'0" 3.1 fps 9.4 9.4 9.4 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K= 5.60 15.7 100 TL 0 8'0" 0" 0.0 9.4 7.8 17" HEAD 16 15.4 PA" 0 0 7'10" 6.2 fps 9.6 9.6 9.3 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.089 0.7 0.3 1.8 30" K= 5.60 31.1 100 TL 0 7'10" 0" 0.0 9.3 7.6 43" HEAD 15 17.4 1%" 0 0 7'0" 9.7 fps 10.3 10.3 9.7 0.17 gpm/sq ft 1.438" 0 0 0" 0.202 1.4 0.6 0.0 K= 5.60 48.5 100 TL 0 7'0" 0" 0.0 9.7 9.7 CONTINUED 11.7 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 17 TO A5 CONTINUED HEAD 14 16.5 11/," 0 0 1'11" 13.0 fps 11.7 11.7 10.6 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.347 2.1 1.1 1.9 30" K= 5.60 65.0 100 TL 0 6'2" 0" 0.0 10.6 8.7 43" REF A5 65.0 gpm PATH 2 K= 17.48 13.8 psi PATH 3 FROM HYDRAULIC REFERENCE 12 TO A3 HEAD 12 15.8 11/," 0 0 8'0" 3.1 fps 9.5 9.5 9.5 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K= 5.60 15.8 100 TL 0 8'0" 0" 0.0 9.5 7.9 17" HEAD 11 15.5 11/," 0 0 7'10" 6.2 fps 9.7 9.7 9.4 30" 0.15 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K= 5.60 31.3 100 TL 0 7'10" 0" 0.0 9.4 7.7 43" HEAD 10 15.8 11/," 0 0 7'0" 9.4 fps 10.4 10.4 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.191 1.3 0.6 1.8 30" K. 5.60 47.1 100 TL 0 7'0" 0" 0.0 9.8 8.0 43" HEAD 9 16.6 11A" 0 0 1'11" 12.7 fps 11.7 11.7 10.7 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.335 2.1 1.1 1.9 30" K. 5.60 63.7 100 TL 0 6'2" 0" 0.0 10.7 8.8 43" REF A3 63.7 gpm PATH 3 K= 17.15 13.8 psi PATH 4 FROM HYDRAULIC REFERENCE 8 TO A2 HEAD 8 15.8 11A" 0 0 8'0" 3.1 fps 9.5 9.5 9.5 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.5 30" K. 5.60 15.8 100 TL 0 8'0" 0" 0.0 9.5 7.9 17" HEAD 7 15.5 11A" 0 0 7'10" 6.2 fps 9.7 9.7 9.4 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 1.8 30" K. 5.60 31.3 100 TL 0 7'10" 0" 0.0 9.4 7.7 43" CONTINUED 10.4 psi NETSREAM SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 8 TO A2 CONTINUED HEAD 6 15.9 11/," 0 0 7'0" 9.4 fps 10.4 10.4 9.8 30" 0.16 gpm/sq ft 1.438" 0 0 0" 0.192 1.3 0.6 1.8 30" K= 5.60 47.1 100 TL 0 7'0" 0" 0.0 9.8 8.0 43" HEAD 5 16.6 11/," 0 0 1'11" 12.7 fps 11.7 11.7 10.7 30" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.335 2.1 1.1 1.9 30" K= 5.60 63.8 100 TL 0 6'2" 0" 0.0 10.7 8.8 43" REF A2 63.8 gpm PATH 4 K= 17.16 13.8 psi PATH 5 FROM HYDRAULIC REFERENCE 21 TO A7 HEAD 21 17.6 11%" 0 0 8'4" 3.5 fps 11.5 11.5 11.5 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.031 0.3 0.0 1.6 30" K= 5.60 17.6 100 TL 0 8'4" 0" 0.0 11.5 9.8 17" HEAD 20 17.3 11A" 0 0 7'0" 6.9 fps 11.7 11.7 11.4 30" 0.17 gpm/sq ft 1.438" 0 0 0" 0.109 0.8 0.3 1.9 30" K= 5.60 34.8 100 TL 0 7'0" 0" 0.0 11.4 9.5 43" HEAD 19 17.6 1'%" 0 0 1'11" 10.4 fps 12.5 12.5 11.8 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.233 1.4 0.7 2.0 30" K= 5.60 52.4 100 TL 0 6'2" 0" 0.0 11.8 9.8 43" REF A7 52.4 gpm PATH 5 K= 14.03 13.9 psi PATH 6 FROM HYDRAULIC REFERENCE 24 TO A8 HEAD 24 18.1 11/," 0 0 8'4" 3.6 fps 12.1 12.1 12.1 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.033 0.3 0.0 1.7 30" K= 5.60 18.1 100 TL 0 8'4" 0" 0.0 12.1 10.4 17" HEAD 23 17.8 11/," 0 0 7'0" 7.2 fps 12.4 12.4 12.1 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.116 0.8 0.3 2.0 30" K= 5.60 35.9 100 TL 0 7'0" 0" 0.0 12.1 10.1 43" CONTINUED 13.2 psi NETSREAM SYS #3 REMOTE AREA #1 Drawing Date: 8/ 2/00 8:34 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 24 TO A8 CONTINUED HEAD 22 18.1 1%" 0 0 1'11" 10.8 fps 13.2 13.2 12.4 30" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.246 1.5 0.8 2.0 30" K= 5.60 54.0 100 TL 0 6'2" 0" 0.0 12.4 10.4 43" REF A8 54.0 gpm PATH 6 K= 14.06 14.7 psi PATH 7 FROM HYDRAULIC REFERENCE 28 TO A10 HEAD 28 18.7 11/," 0 0 8'4" 3.7 fps 12.8 12.8 12.8 30" 0.19 gpm/sq ft 1.438" 0 0 0" 0.035 0.3 0.0 1.7 30" K= 5.60 18.7 100 TL 0 8'4" 0" 0.0 12.8 11.1 17" HEAD 27 18.3 1%" 0 0 7'0" 7.4 fps 13.1 13.1 12.7 30" 0.18 gpm/sq ft 1.438" 0 0 0" 0.122 0.9 0.4 2.0 30" K= 5.60 37.0 100 TL 0 7'0" 0" 0.0 12.7 10.7 43" HEAD 26 18.6 11/1" 0 0 1'11" 11.1 fps 14.0 14.0 13.1 30" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.260 1.6 0.8 2.1 30" K= 5.60 55.6 100 TL 0 6'2" 0" 0.0 13.1 11.1 43" REF A10 55.6 gpm PATH 7 K= 14.10 15.6 psi PATH 8 FROM HYDRAULIC REFERENCE 13 TO A4 HEAD 13 20.5 114" 0 0 4'6" 4.1 fps 13.4 13.4 13.4 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.041 0.4 0.0 0.0 K= 5.60 20.5 100 TL 0 8'10" 0" 0.0 13.4 13.4 REF A4 20.5 gpm PATH 8 K= 5.53 13.7 psi PATH 9 FROM HYDRAULIC REFERENCE 1 TO Al HEAD 1 20.6 1%" 0 0 4'6" 4.1 fps 13.6 13.6 13.6 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.042 0.4 0.0 0.0 K= 5.60 20.6 100 TL 0 8'10" 0" 0.0 13.6 13.6 REF Al 20.6 gpm PATH 9 K= 5.53 14.0 psi NETSREAN SYS #3 Drawing Date: 8/ 2/00 8:34 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 18 TO A6 HEAD 18 20.8 11/," 0 0 4'6" 4.1 fps 13.8 13.8 13.8 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.042 0.4 0.0 0.0 K= 5.60 20.8 100 TL 0 8'10" 0" 0.0 13.8 13.8 REF A6 20.8 gpm PATH 10 K= 5.53 14.1 psi PATH 11 FROM HYDRAULIC REFERENCE 25 TO A9 HEAD 25 21.3 11A" 0 0 4'6" 4.3 fps 14.5 14.5 14.5 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.044 0.4 0.0 0.0 K= 5.60 21.3 100 TL 0 8'10" 0" 0.0 14.5 14.5 REF A9 21.3 gpm PATH 11 K= 5.53 14.9 psi PATH 12 FROM HYDRAULIC REFERENCE 30 TO All HEAD 30 22.5 1'%" 0 0 8'4" 4.5 fps 18.1 18.1 18.1 30" 0.22 gpm/sq ft 1.438" 0 0 0" 0.049 0.4 0.0 2.0 30" K= 5.60 22.5 100 TL 0 8'4" 0" 0.0 18.1 16.1 17" HEAD 29 22.1 11/4" 0 0 8'11" 8.9 fps 18.5 18.5 18.0 30" 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.173 2.3 0.5 2.4 30" K= 5.60 44.6 100 TL 0 13'2" 0" 0.0 18.0 15.6 43" REF B1 3" 0 0 4'11" 1.6 fps 20.8 3.352" 1 0 10'8" 0.003 0.0 44.6 100 SF 0 15'8" 0" 0.0 REF All 44.6 gpm PATH 12 K= 9.77 20.8 psi EE man u rn a) moo O Q 0 03730 ow= Z Co 'v) n v) nrnn mcoupI:: c t co • -J z 0 Z W Z ��Q is M 0 WDgQ WF --0 cogOWND 0 O CO N Flow fanml NETSTREAM Drawing Date: 8/29/00 12:42 Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET NETSTREAM 5ti S -45 12202 TUKWILA INTERN BLVD TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 90 sq fti Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 21 Flowing Outlets gpm Required: 581.3 psi Required: 52.5 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 137 Gallons Notes: NETSTREAM Drawing Date: 8/29/00 12:42 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION Hydr Ref W 1 3" Grvd 90 Ell HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Required at Hyd Area 1 7' 120 Elevation Change 6'0" CHART LOSS 10' 120 20' 120 Fixed Flow Flow Loss 20' 120 10' 120 1 3" Flngd Deluge Valve 1 3" Grvd Butterfly Valve CSC "BFV" 1 4" x 3" Groove -O -Let 1 Pipe 4" 10x25 4 4" Grvd 90 Ell 331 3.068 331 1.0 2.6 331 2.2 3.068 331 1.3 4.026 331 0.7 250 gpm 4.260 581 1.4 4.026 581 3.9 Hydr Ref R1 Required at Source 581 Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 581 gpm SAFETY PRESSURE 39.4 psi 52.5 psi 154.1 psi Available Pressure of 154.1 psi Exceeds Required Pressure of 52.5 psi This is a safety margin of 101.5 psi or 66 % of Supply Maximum Water Velocity is 12.2 fps 101.5 psi NETSTREAM Drawing Date: 8/29/00 12:42 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths 1VETSTREAM Drawing Date: 8/29/00 12:42 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 49 TO W (PRIMARY PATH) HEAD 49 15.1 11/," 0 0 0.17 gpm/sq ft 1.438" 0 0 K= 5.60 15.1 100 TL 0 91311 3.0 fps 9.0 9.0 9.0 36" 0" 0.023 0.2 0.0 1.8 36" 0" 0.0 9.0 7.2 17" 9, 3,' HEAD 50 14.8 1'%" 0 0 11'0" 6.0 fps 9.2 9.2 9.0 36" 0.16 gpm/sq ft 1.438" 0 0 0" 0.082 0.9 0.2 2.0 36" K= 5.60 29.9 100 TL 0 11'0" 0" 0.0 9.0 7.0 43" HEAD 51 15.4 11A" 0 0 7'8" 9.0 fps 10.1 10.1 9.6 36" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.178 2.1 0.5 2.0 36" K= 5.60 45.3 100 TL 0 11'11" 0" 0.0 9.6 7.6 43" REF A3 186.8 3" 0 0 10" 8.5 fps 12.7 12.7 PATH 2 3.352" 0 0 0" 0.059 0.0 0.5 K= 52.35 232.0 100 SF 0 10" 0" 0.0 12.2 REF A4 47.2 3" 0 0 9'8" 10.3 fps 12.8 12.8 PATH 4 3.352" 0 0 0" 0.084 0.8 0.7 K= 13.59 279.3 100 SF 0 9'8" 0" 0.0 12.1 REF A5 52.0 3" 1 0 209'8" 12.2 fps 13.6 13.6 PATH 7 AND 9 3.352" 1 0 15'8" 0.115 25.8 0.0 K= 14.11 331.3 100 SF 0 225'4" 0" 0.0 13.6 REF W 331.3 gpm PATH 1 K= 52.77 39.4 psi PATH 2 FROM HYDRAULIC REFERENCE 37 TO A3 HEAD 37 15.2 11/," 0 0 10'3" 3.0 fps 9.2 9.2 9.2 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.8 36" K= 5.60 15.2 100 TL 0 10'3" 0" 0.0 9.2 7.4 17" HEAD 38 15.0 1U" 0 0 11'3" 6.0 fps 9.4 9.4 9.2 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.084 0.9 0.2 2.0 36" K= 5.60 30.2 100 TL 0 11'3" 0" 0.0 9.2 7.2 43" CONTINUED 10.4 psi NETSTREAM Drawing Date: 8/29/00 12:42 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop.PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 37 TO A3 CONTINUED HEAD 39 15.6 11/4" 0 0 6'5" 9.1 fps 10.4 10.4 9.8 36" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.182 1.9 0.6 2.1 36" K= 5.60 45.8 100 TL 0 10'8" 0" 0.0 9.8 7.8 43" REF Al 47.4 3" 0 0 9'0" 3.4 fps 12.3 12.3 PATH 5 3.352" 0 0 0" 0.011 0.1 0.0 K= 13.50 93.2 100 SF 0 9'0" 0" 0.0 12.3 REF A2 93.6 3" 0 0 8'2" 6.9 fps 12.4 12.4 PATH 3 AND 6 3.352" 0 0 0" 0.040 0.3 0.0 K= 26.57 186.8 100 SF 0 8'2" 0" 0.0 :12.4 REF A3 186.8 gpm PATH 2 K= 52.35 12.7 psi PATH 3 FROM HYDRAULIC REFERENCE 43 TO A2 HEAD 43 15.3 11/," 0 0 10'3" 3.1 fps 9.2 9.2 9.2 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.8 36" K= 5.60 15.3 100 TL 0 10'3" 0" 0.0 9.2 7.5 17" HEAD 44 15.1 11/." 0 0 11'3" 6.1 fps 9.5 9.5 9.3 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.085 1.0 0.2 2.0 36" K= 5.60 30.4 100 TL 0 11'3" 0" 0.0 9.3 7.2 43" HEAD 45 15.7 11/," 0 0 6'5" 9.2 fps 10.4 10.4 9.9 36" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.183 2.0 0.6 2.1 36" K= 5.60 46.0 100 TL 0 10'8" 0" 0.0 9.9 7.8 43" REF A2 46.0 gpm PATH 3 K= 13.07 12.4 psi PATH 4 FROM HYDRAULIC REFERENCE 35 TO A4 HEAD 35 15.6 1" 1 0 2'11" 5.4 fps 9.6 9.6 9.6 36" 0.17 gpm/sq ft 1.090" 0 0 1'S" 0.095 0.4 0.0 1.8 36" K= 5.60 15.6 100 TL 0 4'5" 0" 0.0 9.6 7.7 17" CONTINUED 10.0 psi NETSTREAM Drawing Date: 8/29/00 12:42 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 35 TO A4 CONTINUED REF 60 1%" 0 0 6'5" 3.1 fps 10.0 1.438" 0 0 0" 0.025 0.2 15.6 100 TL 0 6'5" 0" 0.0 HEAD 34 15.7 11/," 0 0 8'0" 6.2 fps 10.1 10.1 9.9 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 2.1 36" K= 5.60 31.2 100 TL 0 8'0" 0" 0.0 9.9 7.8 43" HEAD 33 16.0 11/," 0 0 2'1" 9.4 fps 10.9 10.9 10.3 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.193 1.2 0.6 2.1 36" K= 5.60 47.2 100 TL 0 6'5" 0" 0.0 10.3 8.2 43" REF A4 47.2 gpm PATH 4 K= 13.59 12.1 psi PATH 5 FROM HYDRAULIC REFERENCE 42 TO Al HEAD 42 15.8 11/," 0 0 10'0" 3.1 fps 9.8 9.8 9.8 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.025 0.3 0.0 1.8 36" K= 5.60 15.8 100 TL 0 10'0" 0" 0.0 9.8 7.9 17" HEAD 41 15.5 11/," 0 0 10'0" 6.2 fps 10.0 10.0 9.7 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.090 0.9 0.3 2.1 36" K= 5.60 31.3 100 TL 0 10'0" 0" 0.0 9.7 7.7 43" HEAD 40 16.1 1N" 0 0 3'0" 9.4 fps 10.9 10.9 10.3 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.193 1.4 0.6 2.1 36" K= 5.60 47.4 100 TL 0 7'3" 0" 0.0 10.3 8.2 43" REF Al 47.4 gpm PATH 5 K= 13.50 12.3 psi PATH 6 FROM HYDRAULIC REFERENCE 48 TO A2 HEAD 48 15.8 11/," 0 0 9'11" 3.2 fps 9.8 9.8 9.8 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.025 0.3 0.0 1.8 36" K= 5.60 15.8 100 TL 0 9'11" 0" 0.0 9.8 8.0 17" CONTINUED 10.1 psi NETSTREAM Drawing Date: 8/29/00 12:42 REMOTE AREA #1 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 4 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 48 TO A2 CONTINUED HEAD 47 15.6 1%" 0 0 10'1" 6.3 fps 10.1 10.1 9.8 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.091 0.9 0.3 2.1 36" K= 5.60 31.4 100 TL 0 10'1" 0" 0.0 9.8 7.8 43" HEAD 46 16.1 11/," 0 0 3'0" 9.5 fps 11.0 11.0 10.4 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.195 1.4 0.6 2.1 36" K= 5.60 47.6 100 TL 0 7'3" 0" 0.0 10.4 8.3 43" REF A2 47.6 gpm PATH 6 K= 13.51 12.4 psi PATH 7 FROM HYDRAULIC REFERENCE 36 TO A5 HEAD 36 16.3 1" 0 0 6'0" 5.7 fps 10.4 10.4 10.4 36" 0.18 gpm/sq ft 1.090" 1 0 3'7" 0.104 1.0 0.0 1.9 36" K= 5.60 16.3 100 TL 0 9'7" 0" 0.0 10.4 8.5 17" REF 61 17.1 1%" 0 0 14'11" 6.7 fps 11.6 11.6 PATH 8 1.438" 1 0 4'3" 0.102 1.9 0.3 K= 5.02 33.4 100 TL 0 19'2" 0" 0.0 11.3 REF A5 33.4 gpm PATH 7 K= 9.07 13.6 psi PATH 8 FROM HYDRAULIC REFERENCE 53 TO 61 HEAD 53 17.1 11/," 0 0 13'0" 3.4 fps 11.3 11.3 11.3 36" 0.19 gpm/sq ft 1.438" 0 0 0" 0.029 0.4 0.0 1.9 36" K= 5.60 17.1 100 TL 0 13'0" 0" 0.0 11.3 9.3 17" REF 61 17.1 gpm PATH 8 K= 5.02 11.6 psi PATH 9 FROM HYDRAULIC REFERENCE 52.TO A5 HEAD 52 18.6 1%" 0 0 3'6" 3.7 fps 13.3 13.3 13.3 36" 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.034 0.3 0.0 2.3 36" K= 5.60 18.6 100 TL 0 7'9" 0" 0.0 13.3 11.0 43" REF A5 18.6 gpm PATH 9 K= 5.03 13.6 psi EE moa o rn 0) o > Lt) T T 0 oma N.0 w O L/) 50 • 250 gpm hose • co ✓ o N N N acn— O N O O 0 O Ln O 0 O L() N LO O Lo Flow lanml NETSTREAM Drawing Date: 8/29/00 12:20 Job Name: Location: HYDRAULIC DESIGN INFORMATION NETSTREAM S,14 4- )- 12201 TUKWILA INTERN BLVD TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT SHEET Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 90 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 32 Flowing Outlets gpm Required: 787.6 psi Required: 76.3 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 98 Gallons Notes: NETSTREAM Drawing Date: 8/29/00 12:20 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 538 53.2 psi 1 3" Grvd 90 Ell 7' 120 3.068 538 2.4 Elevation Change 6'0" 2.6 1 3" Flngd Deluge Valve CHART LOSS 538 3.8 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 538 3.1 1 4" x 3" Groove -O -Let 20' 120 4.026 538 1.7 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 20' 120 4.260 788 2.5 4 4" Grvd 90 Ell 10' 120 4.026 788 6.9 Hydr Ref Ri Required at Source 788 76.3 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 788 gpm 149.6 psi SAFETY PRESSURE 73.3 psi Available Pressure of 149.6 psi Exceeds Required Pressure of 76.3 psi This is a safety margin of 73.3 psi or 49 % of Supply Maximum Water Velocity is 19.7 fps NETSTREAM HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 8/29/00 12:20 LEGEND Hydraulic reference. Refer to accompanying flow diagram. _ Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATH) HEAD 26 14.9 11/," 2 0 10'10" 3.0 fps 8.9 8.9 8.9 36" 0.17 gpm/sq ft 1.438" 0 0 4'3" 0.023 0.3 0.0 1.8 36" K= 5.60 14.9 100 TL 0 15'1" 0" 0.0 8.9 7.1 17" HEAD 25 14.8 1%" 0 0 8'0" 5.9 fps 9.2 9.2 9.0 36" 0.16 gpm/sq ft 1.438" 0 0 0" 0.082 0.7 0.2 2.0 36" K= 5.60 29.7 100 TL 0 8'0" 0" 0.0 9.0 7.0 43" HEAD 24 15.2 11/," 0 0 7'6" 9.0 fps 9.9 9.9 9.3 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.175 1.3 0.5 2.0 36" K= 5.60 44.9 100 TL 0 7'6" 0" 0.0 9.3 7.3 43" HEAD 23 16.0 11/," 0 0 1'9" 12.1 fps 11.2 11.2 10.2 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.308 1.9 1.0 2.1 36" K= 5.60 60.9 100 TL 0 6'0" 0" 0.0 10.2 8.1 43" REF A4 85.5 3" 0 0 1'0" 5.4 fps 13.2 13.2 PATH 4 3.352" 0 0 0" 0.025 0.0 0.2 K= 23.49 146.3 100 SF 0 1'0" 0" 0.0 13.0 REF A5 19.9 3" 0 0 8'0" 6.1 fps 13.3 13.3 PATH 8 3.352" 0 0 0" 0.032 0.3 0.2 K= 5.53 166.3 100 SF 0 8'0" 0" 0.0 13.0 REF A6 50.0 3" 0 0 2'0" 7.9 fps 13.5 13.5 PATH 6 3.352" 0 0 0" 0.052 0.1 0.4 K= 13.81 216.3 100 SF 0 2'0" 0" 0.0 13.1 REF A7 20.0 3" 0 0 6'0" 8.7 fps 13.6 13.6 PATH 11 3.352" 0 0 0" 0.061 0.4 0.5 K= 5.53 236.3 100 SF 0 6'0" 0" 0.0 13.1 REF A8 50.3 3" 0 0 4'0" 10.5 fps 14.0 14.0 PATH 7 3.352" 0 0 0" 0.088 0.4 0.7 K= 13.82 286.6 100 SF 0 4'0" 0" 0.0 13.3 CONTINUED 14.3 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 26 TO W (PRIMARY PATH) CONTINUED REF A9 20.3 3" 0 0 4'1" 11.3 fps 14.3 14.3 PATH 12 3.352" 0 0 0" 0.100 0.4 0.8 K= 5.53 306.9 100 SF 0 4'1" 0" 0.0 13.5 REF A10 62.2 3" 0 0 1'11" 13.6 fps 14.7 14.7 PATH 3 3.352" 0 0 0" 0.140 0.3 1.2 K= 16.92 369.2 100 SF 0 1111" 0" 0.0 13.5 REF All 61.9 3" 0 0 5'0" 15.8 fps 15.0 15.0 PATH 2 3.352" 0 0 0" 0.187 0.9 1.7 K= 16.93 431.0 100 SF 0 5'0" 0" 0.0 13.4 REF Al2 20.8 3" 0 0 3'0" 16.6 fps 16.0 16.0 PATH 13 3.352" 0 0 0" 0.204 0.6 1.8 K= 5.53 451.8 100 SF 0 3'0" 0" 0.0 14.1 REF A13 64.0 3" 0 0 8'0" 18.9 fps 16.6 16.6 PATH 5 3.352" 0 0 0" 0.260 2.1 2.4 K= 16.99 515.8 100 SF 0 8'0" 0" 0.0 14.2 REF A14 21.7 3" 3 0 108'4" 19.7 fps 18.6 18.6 PATH 14 3.352" 0 0 15'0" 0.281 34.6 0.0 K= 5.03 537.6 100 SF 0 123'3" 0" 0.0 18.6 REF W 537.6 gpm PATH 1 K= 73.67 53.2 psi PATH 2 FROM HYDRAULIC REFERENCE 9 TO All HEAD 9 15.3 1W' 0 0 8'0" 3.1 fps 9.3 9.3 9.3 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.8 36" K= 5.60 15.3 100 TL 0 8'0" 0" 0.0 9.3 7.5 17" HEAD 8 15.0 1'4" 0 0 7'10" 6.1 fps 9.5 9.5 9.2 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.085 0.7 0.2 2.0 36" K= 5.60 30.4 100 TL 0 7'10" 0" 0.0 9.2 7.2 43" CONTINUED 10.1 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 9 TO All CONTINUED HEAD 7 15.4 1W' 0 0 7'0" 9.1 fps 10.1 10.1 9.6 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.181 1.3 0.5 2.0 36" K= 5.60 45.7 100 TL 0 7'0" 0" 0.0 9.6 7.5 43" HEAD 6 16.1 1%" 0 0 1'11" 12.3 fps 11.4 11.4 10.4 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.317 2.0 1.0 2.1 36" K= 5.60 61.9 100 TL 0 6'2" 0" 0.0 10.4 8.3 43" REF All 61.9 gpm PATH 2 K= 16.93 13.4 psi PATH 3 FROM HYDRAULIC REFERENCE 13 TO A10 HEAD 13 15.4 . 1W' 0 0 8'0" 3.1 fps 9.3 9.3 9.3 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.024 0.2 0.0 1.8 36" K= 5.60 15.4 100 TL 0 8'0" 0" 0.0 9.3 7.5 17" HEAD 12 15.1 1W' 0 0 8'0" 6.1 fps 9.5 9.5 9.3 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.086 0.7 0.2 2.0 36" K= 5.60 30.5 100 TL 0 8'0" 0" 0.0 9.3 7.3 43" HEAD 11 15.5 1W' 0 0 7'6" 9.2 fps 10.2 10.2 9.7 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.183 1.4 0.6 2.0 36" K= 5.60 46.0 100 TL 0 7'6" 0" 0.0 9.7 7.6 43" HEAD 10 16.3 1%" 0 0 1'9" 12.4 fps 11.6 11.6 10.6 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.321 1.9 1.0 2.1 36" K= 5.60 62.2 100 TL 0 6'0" 0" 0.0 10.6 8.5 43" REF A10 62.2 gpm PATH 3 K= 16.92 13.5 psi PATH 4 FROM HYDRAULIC REFERENCE 31 TO A4 HEAD 31 15.5 1%" 0 0 10'0" 3.1 fps 9.5 9.5 9.5 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.8 36" K= 5.60 15.5 100 TL 0 10'0" 0" 0.0 9.5 7.7 17" CONTINUED 9.7 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 4 FROM HYDRAULIC REFERENCE 31 TO A4 CONTINUED HEAD 30 15.3 1%" 2 0 11'3" 6.1 fps 9.7 9.7 9.5 36" 0.17 gpm/sq ft 1.438" 0 0 4'3" 0.087 1.4 0.2 2.0 36" K= 5.60 30.8 100 TL 0 15'6" 0" 0.0 9.5 7.5 43" HEAD 29 16.2 1W' 0 0 6'6" 9.4 fps 11.1 11.1 10.5 36" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.191 2.1 0.6 2.1 36" K= 5.60 47.1 100 TL 0 10'9" 0" 0.0 10.5 8.4 43" REF Al 3" 0 0 2'3" 1.7 fps 13.2 3.352" 0 0 0" 0.003 0.0 47.1 100 SF 0 2'3" 0" 0.0 REF A2 20.0 3" 0 0 4'9" 2.5 fps 13.2 13.2 PATH 10 3.352" 0 0 0" 0.006 0.0 0.0 K= 5.53 67.1 100 SF 0 4'9" 0" 0.0 13.1 REF A3 18.4 3" 0 0 4'10" 3.1 fps 13.2 13.2 PATH 9 3.352" 0 0 0" 0.009 0.0 0.1 K= 5.07 85.5 100 SF 0 4'10" 0" 0.0 13.1 REF A4 85.5 gpm PATH 4 K= 23.49 13.2 psi PATH 5 FROM HYDRAULIC REFERENCE 4 TO A13 HEAD 4 15.8 1' 0 0 8'0" 3.2 fps 9.8 9.8 9.8 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.026 0.2 0.0 1.8 36" K= 5.60 15.8 100 TL 0 8'0" 0" 0.0 9.8 8.0 17" HEAD 3 15.6 1%" 0 0 7'10" 6.3 fps 10.0 10.0 9.8 36" 0.17 gpm/sq ft 1.438" 0 0 0" 0.090 0.7 0.3 2.1 36" K= 5.60 31.4 100 TL 0 7'10" 0" 0.0 9.8 7.7 43" HEAD 2 15.9 11/," 0 0 7'0" 9.4 fps 10.8 10.8 10.2 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.193 1.4 0.6 2.1 36" K= 5.60 47.3 100 TL 0 7'0" 0" 0.0 10.2 8.1 43" CONTINUED 12.1 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE R FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 4 TO A13 CONTINUED HEAD 1 16.7 136" 0 0 1'11" 12.8 fps 12.1 12.1 11.0 36" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.338 2.1 1.1 2.2 36" K= 5.60 64.0 100 TL 0 6'2" 0" 0.0 11.0 8.9 43" REF A13 64.0 gpm PATH 5 Ka 16.99 14.2 psi PATH 6 FROM HYDRAULIC REFERENCE 21 TO A6 HEAD 21 16.8 14" 0 0 8'0" 3.3 fps 10.8 10.8 10.8 36" 0.19 gpm/sq ft 1.438" 0 0 0" 0.028 0.2 0.0 1.9 36" K= 5.60 16.8 100 TL 0 8'0" 0" 0.0 10.8 8.9 17" HEAD 20 16.5 1%" 0 0 7'6" 6.6 fps 11.1 11.1 10.8 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.100 0.8 0.3 2.1 36" K= 5.60 33.2 100 TL 0 7'6" 0" 0.0 10.8 8.6 43" HEAD 19 16.8 1W' 0 0 1'9" 10.0 fps 11.8 11.8 11.2 36" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.214 1.3 0.7 2.2 36" K= 5.60 50.0 100 TL 0 6'0" 0" 0.0 11.2 9.0 43" REF A6 50.0 gpm PATH 6 Km 13.81 13.1 psi PATH 7 FROM HYDRAULIC REFERENCE 17 TO A8 HEAD 17 16.9 1W' 0 0 8'0" 3.4 fps 11.0 11.0 11.0 36" 0.19 gpm/sq ft 1.438" 0 0 0" 0.029 0.2 0.0 1.9 36" K= 5.60 16.9 100 TL 0 8'0" 0" 0.0 11.0 9.1 17" HEAD 16 16.6 1%" 0 0 7'6" 6.7 fps 11.2 11.2 10.9 36" 0.18 gpm/sq ft 1.438" 0 0 0" 0.102 0.8 0.3 2.1 36" K= 5.60 33.4 100 TL 0 7'6" 0" 0.0 10.9 8.8 43" HEAD 15 16.9 1U" 0 0 1'9" 10.0 fps 12.0 2.2.0 11.3 36" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.216 1.3 0.7 2.2 36" K= 5.60 50.3 100 TL 0 6'0" 0" 0.0 11.3 9.1 43" REF A8 50.3 gpm PATH 7 Km 13.82 13.3 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 22 TO A5 HEAD 22 19.9 1W' 0 0 4'3" 4.0 fps 12.7 12.7 12.7 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.039 0.3 0.0 0.0 K= 5.60 19.9 100 TL 0 8'6" 0" 0.0 12.7 12.7 REF A5 19.9 gpm PATH 8 K= 5.53 13.0 psi PATH 9 FROM HYDRAULIC REFERENCE 27 TO A3 HEAD 27 18.4 1W' 0 0 6'6" 3.7 fps 12.8 12.8 12.8 36" 0.20 gpm/sq ft 1.438" 1 0 4'3" 0.034 0.4 0.0 2.0 36" K= 5.60 18.4 100 TL 0 10'9" 0" 0.0 12.8 10.8 17" REF A3 18.4 gpm PATH 9 K= 5.07 13.1 psi PATH 10 FROM HYDRAULIC REFERENCE 28 TO A2 HEAD 28 20.0 1%" 0 0 4'3" 4.0 fps 12.8 12.8 12.8 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.039 0.3 0.0 0.0 K= 5.60 20.0 100 TL 0 8'6" 0" 0.0 12.8 12.8 REF A2 20.0 gpm PATH 10 K. 5.53 13.1 psi PATH 11 FROM HYDRAULIC REFERENCE 18 TO A7 HEAD 18 20.0 1W' 0 0 4'3" 4.0 fps 12.8 12.8 12.8 0.22 gpm/sq ft 1.438" 1 0 4'3" 0.039 0.3 0.0 0.0 K= 5.60 20.0 100 TL 0 8'6" 0" 0.0 12.8 12.8 REF A7 20.0 gpm PATH 11 Ka 5.53 13.1 psi NETSTREAM Drawing Date: 8/29/00 12:20 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 12 FROM HYDRAULIC REFERENCE 14 TO A9 HEAD 14 20.3 1W' 0 0 4'3" 4.1 fps 13.2 13.2 13.2 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.040 0.3 0.0 0.0 K= 5.60 20.3 100 TL 0 8'6" 0" 0.0 13.2 13.2 REF A9 20.3 gpm PATH 12 K= 5.53 13.5 psi PATH 13 FROM HYDRAULIC REFERENCE 5 TO Al2 HEAD 5 20.8 1'" 0 0 4'6" 4.1 fps 13.8 13.8 13.8 0.23 gpm/sq ft 1.438" 1 0 4'3" 0.042 0.4 0.0 0.0 K= 5.60 20.8 100 TL 0 8'10" 0" 0.0 13.8 13.8 REF Al2 20.8 gpm PATH 13 K: 5.53 14.1 psi PATH 14 FROM HYDRAULIC REFERENCE 32 TO A14 HEAD 32 21.7 1'/" 0 0 24'9" 4.3 fps 17.3 17.3 17.3 36" 0.24 gpm/sq ft 1.438" 1 0 4'3" 0.046 1.3 0.0 2.2 36" K= 5.60 21.7 100 TL 0 29'0" 0" 0.0 17.3 15.1 17" REF A14 21.7 gpm PATH 14 K= 5.03 18.6 psi CO N a CL C.° 000 0 �o ®y N— ate`. ca 0 u.2.12, 03 ocucnrciio CV C) c O O O S O co 0 0 0 Flow /anml O. 0. 250 1 • c ) P. Vit; $ (0 N m o O O O S O co 0 0 0 Flow /anml NETSTREAM Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION NETSTREAM 41 12201 TUKWILA INTERN BLVD TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTABLE Reviewing Authorities:TUKWILA FIRE DEPT 8/29/00 11:57 SHEET Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA-13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 90 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 33 Flowing Outlets gpm Required: 817.0 psi Required: 69.9 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity Rated Pressure Elevation Make: Model: 0 gpm 0.0 psi 0 Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 37 Gallons Notes: NETSTREAM Drawing Date: 8/29/00 11:57 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC FLOW LOSS LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 567 37.5 psi 1 23" Grvd 90 Ell 6' 120 2.469 567 5.5 Elevation Change 6'0" 2.6 1 23" Flngd Deluge Valve 0' 0 2.469 567 0.0 1 230 Grvd Butterfly Valve Milwauk "B 7' 120 2.469 567 6.9 1 4" x 2%" Groove -O -Let 20' 120 4.026 567 1.9 Fixed Flow Flow Loss 250 gpm 1 Pipe 4" 10x25 20' 120 4.260 817 2.7 7 4" Grvd 90 Ell 10' 120 4.026 817 12.9 Hydr Ref R1 Required at Source 817 69.9 psi Water Source160.0 psi static,112.0 psi residual Q 1800 gpm 817 gpm 148.9 psi SAFETY PRESSURE 79.0 psi Available Pressure of 148.9 psi Exceeds Required Pressure of 69.9 psi This is a safety margin of 79.0 psi or 53 % of Supply Maximum Water Velocity is 31.4 fps NETSTREAM HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 8/29/00 11:57 LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 14 TO W (PRIMARY PATH) HEAD 14 15.1 1'" 0 0 8'0" 3.0 fps 8.5 8.5 8.5 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.023 0.2 0.0 1.2 24" K= 5.60 15.1 100 TL 0 8'0" 0" 0.0 8.5 7.3 17" HEAD 13 14.8 134" 0 0 7'10" 6.0 fps 8.7 8.7 8.5 24" 0.16 gpm/sq ft 1.438" 0 0 0" 0.083 0.6 0.2 1.5 24" K= 5.60 29.9 100 TL 0 7'10" 0" 0.0 8.5 7.0 43" HEAD 12 16.6 1%" 0 0 7'0" 9.3 fps 9.3 9.3 8.8 0.18 gpm/sq ft 1.438" 0 0 0" 0.187 1.3 0.6 0.0 K= 5.60 46.5 100 TL 0 7'0" 0" 0.0 8.8 8.8 HEAD 11 15.9 134" 0 0 1'll" 12.4 fps 10.6 10.6 9.6 24" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.322 2.0 1.0 1.5 24" K= 5.60 62.4 100 TL 0 6'2" 0" 0.0 9.6 8.1 43" REF A9 294.3 234" 0 0 7'3" 19.8 fps 15.2 15.2 PATH 2 2.727" 0 0 0" 0.359 2.6 2.6 K= 75.45 356.7 100 SF 0 7'3" 0" 0.0 12.6 REF A10 21.3 234" 0 0 9" 21.0 fps 17.8 17.8 PATH 12 2.727" 0 0 0" 0.400 0.3 2.9 K= 5.53 378.1 100 SF 0 9" 0" 0.0 14.9 REF All 65.3 234" 0 0 8'0" 24.6 fps 18.1 18.1 PATH 6 2.727" 0 0 0" 0.537 4.3 4.0 K= 17.37 443.3 100 SF 0 8'0" .0" 0.0 14.1 REF Al2 72.2 234" 0 0 1'3" 28.6 fps 22.4 22.4 PATH 10 2.727" 0 0 0" 0.710 0.9 5.4 K= 17.50 515.5 100 SF 0 1'3" 0" 0.0 17.0 REF A13 51.4 234" 1 0 12'5" 31.4 fps 23.3 23.3 PATH 14 AND 13 2.727" 0 0 4'3" 0.846 14.2 0.0 K= 10.65 567.0 100 SF 0 16'9" 0" 0.0 23.3 REF W 567.0 gpm PATH 1 K= 92.62 37.5 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 25 TO A9 HEAD 25 15.7 134" 0 0 8'4" 3.1 fps 9.2 9.2 9.2 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.3 24" K= 5.60 15.7 100 TL 0 8'4" 0" 0.0 9.2 7.9 17" HEAD 24 15.4 11A" 0 0 7'0" 6.2 fps 9.4 9.4 9.1 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.089 0.6 0.3 1.5 24" K= 5.60 31.2 100 TL 0 7'0" 0" 0.0 9.1 7.6 43" HEAD 23 15.7 134" 0 0 1111" 9.4 fps 10.0 10.0 9.4 24" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.190 1.2 0.6 1.5 24" K= 5.60 46.9 100 TL 0 6'2" 0" 0.0 9.4 7.9 43" REF A4 112.7 234" 0 0 6'3" 8.9 fps 11.7 11.7 PATH 3 2_.727" 0 0 0" 0.081 0.5 0.5 K= 32.99 159.6 100 SF 0 6'3" 0" 0.0 11.2 REF A5 18.8 234" 0 0 1'9" 9.9 fps 12.2 12.2 PATH 9 2.727" 0 0 0" 0.100 0.2 0.6 K= 5.52 178.4 100 SF 0 1'9" 0" 0.0 11.5 REF A6 47.3 234" 0 0 9'0" 12.5 fps 12.4 12.4 PATH 4 2.727" 0 0 0" 0.154 1.4 1.0 K= 14.05 225.7 100 SF 0 9'0" 0" 0.0 11.3 REF A7 49.3 234" 0 0 1'3" 15.3 fps 13.7 13.7 PATH 7 2.727" 0 0 0" 0.222 0.3 1.5 K= 14.10 275.0 100 SF 0 1'3" .0" 0.0 12.2 REF A8 19.3 230 0 0 4'9" 16.3 fps 14.0 14.0 PATH 11 2.727" 0 0 0" 0.252 1.2 1.8 K= 5.53 294.3 100 SF 0 4'9" 0" 0.0 12.3 REF A9 294.3 gpm PATH 2 K= 75.45 15.2 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 29 TO A4 HEAD 29 15.7 1W' 0 0 8'4" 3.1 fps 9.2 9.2 9.2 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.025 0.2 0.0 1.3 24" K= 5.60 15.7 100 TL 0 8'4" 0" 0.0 9.2 7.9 17" HEAD 28 15.5 11/" 0 0 7'0" 6.2 fps 9.4 9.4 9.1 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.089 0.6 0.3 1.5 24" K= 5.60 31.2 100 TL 0 7'0" 0" 0.0 9.1 7.6 43" HEAD 27 15.7 1W' 0 0 1'11" 9.4 fps 10.0 10.0 9.4 24" 0.17 gpm/sq ft 1.438" 1 0 4'3" 0.190 1.2 0.6 1.5 24" K= 5.60 47.0 100 TL 0 6'2" 0" 0.0 9.4 7.9 43" REF A2 47.3 234" 0 0 2'3" 5.2 fps 11.4 11.4 PATH 5 2.727" 0 0 0" 0.031 0.1 0.2 K= 14.04 94.3 100 SF 0 2'3" 0" 0.0 11.2 REF A3 18.5 2%" 0 0 PATH 8 2.727" 0 0 K= 5.52 112.7 100 SF 0 55,9" 6.3 fps 11.4 11.4 0" 0.043 0.2 0.3 0" 0.0 11.2 5'9" REF A4 112.7 gpm PATH 3 K= 32.99 11.7 psi PATH 4 FROM HYDRAULIC REFERENCE 21 TO A6 HEAD 21 15.9 1W' 0 0 8'4" 3.2 fps 9.3 9.3 9.3 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.026 0.2 0.0 1.3 24" K= 5.60 15.9 100 TL 0 8'4" 0" 0.0 9.3 8.0 17" HEAD 20 15.6 1%" 0 0 7'0" 6.3 fps 9.5 9.5 9.2 24" 0.17 gpm/sq ft 1.438" 0 0. 0" 0.091 0.6 0.3 1.5 24" K= 5.60 31.4 100 TL 0 7'0" 0" 0.0 9.2 7.7 43" HEAD 19 15.9 1W' 0 0 1'11" 9.4 fps 10.1 10.1 9.5 24" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.193 1.2 0.6 1.5 24" K= 5.60 47.3 100 TL 0 6'2" 0" 0.0 9.5 8.0 43" REF A6 47.3 gpm PATH 4 K= 14.05 11.3 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE 32 TO A2 HEAD 32 15.9 1W' 0 0 8'4" 3.2 fps 9.3 9.3 9.3 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.026 0.2 0.0 1.3 24" K= 5.60 15.9 100 TL 0 8'4" 0" 0.0 9.3 8.0 17" HEAD 31 15.6 1W' 0 0 7'0" 6.3 fps 9.5 9.5 9.3 24" 0.17 gpm/sq ft 1.438" 0 0 0" 0.091 0.6 0.3 1.5 24" K= 5.60 31.4 100 TL 0 7'0" 0" 0.0 9.3 7.7 43" HEAD 30 15.9 1%" 0 0 1'11" 9.4 fps 10.1 10.1 9.6 24" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.193 1.2 0.6 1.5 24" K= 5.60 47.3 100 TL 0 6'2" 0" 0.0 9.6 8.0 43" REF Al 23" 0 0 2'8" 2.6 fps 11.3 2.727" 0 0 0" 0.009 0.0 47.3 100 SF 0 2'8" 0" 0.0 REF A2 47.3 gpm PATH 5 K= 14.04 11.4 psi PATH 6 FROM HYDRAULIC REFERENCE 9 TO All HEAD 9 16.2 1'/4" 0 0 8'0" 3.2 fps 9.6 9.6 9.6 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.026 0.2 0.0 1.3 24" K= 5.60 16.2 100 TL 0 8'0" 0" 0.0 9.6 8.3 17" HEAD 8 15.9 1%" 0 0 7'10" 6.4 fps 9.8 9.8 9.6 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.094 0.7 0.3 1.5 24" K= 5.60 32.0 100 TL 0 7'10" 0" 0.0 9.6 8.0 43" HEAD 7 16.2 1W' 0 0 7'0" 9.6 fps 10.6 10.6 10.0 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.200 1.4 0.6 1.6 24" K= 5.60 48.3 100 TL 0 7'0" 0" 0.0 10.0 8.4 43" HEAD 6 17.0 1%" 0 0 1'11" 13.0 fps 12.0 12.0 10.8 24" 0.19 gpm/sq ft 1.438" 1 0 4'3" 0.350 2.2 1.1 1.6 24" K= 5.60 65.3 100 TL 0 6'2" 0" 0.0 10.8 9.2 43" REF All 65.3 gpm PATH 6 Km 17.37 14.1 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE ARRA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 7 FROM HYDRAULIC REFERENCE 18 TO A7 HEAD 18 16.5 1W' 0 0 8'4" 3.3 fps 10.0 10.0 10.0 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.028 0.2 0.0 1.3 24" K= 5.60 16.5 100 TL 0 8'4" 0" 0.0 10.0 8.7 17" HEAD 17 16.2 1%" 0 0 7'0" 6.5 fps 10.2 10.2 10.0 24" 0.18 gpm/sq ft 1.438" 0 0 0" 0.098 0.7 0.3 1.6 24" K= 5.60 32.8 100 TL 0 7'0" 0" 0.0 10.0 8.4 43" HEAD 16 16.5 1'" 0 0 1'11" 9.8 fps 10.9 10.9 10.3 24" 0.18 gpm/sq ft 1.438" 1 0 4'3" 0.208 1.3 0.6 1.6 24" K= 5.60 49.3 100 TL 0 6'2" 0" 0.0 10.3 8.7 43" REF A7 49.3 gpm PATH 7 K= 14.10 12.2 psi PATH 8 FROM HYDRAULIC REFERENCE 26 TO A3 HEAD 26 18.5 1'%" 0 0 4'6" 3.7 fps 10.9 10.9 10.9 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.034 0.3 0.0 0.0 K= 5.60 18.5 100 TL 0 8'10" 0" 0.0 10.9 10.9 REF A3 18.5 gpm PATH 8 K= 5.52 11.2 psi. PATH 9 FROM HYDRAULIC REFERENCE 22 TO A5 HEAD 22 18.8 1U" 0 0 4'6" 3.7 fps 11.2 11.2 11.2 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.035 0.3 0.0 0.0 K= 5.60 18.8 100 TL 0 8'10" 0" 0.0 11.2 11.2 REF A5 18.8 gpm PATH 9 K= 5.52 11.5 psi PATH 10 FROM HYDRAULIC REFERENCE 5 TO Al2 HEAD 5 17.9 1%" 0 0 8'0" 3.6 fps 11.6 11.6 11.6 24" 0.20 gpm/sq ft 1.438" 0 0 0" 0.032 0.3 0.0 1.4 24" K= 5.60 17.9 100 TL 0 8'0" 0" 0.0 11.6 10.2 17" CONTINUED 11.8 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 10 FROM HYDRAULIC REFERENCE 5 TO Al2 CONTINUED HEAD 4 17.6 1W' 0 0 7'10" 7.1 fps 11.8 11.8 11.5 24" 0.20 gpm/sq ft 1.438" 0 0 0" 0.113 0.9 0.3 1.7 24" K= 5.60 35.4 100 TL 0 7'10" 0" 0.0 11.5 9.8 43" HEAD 3 17.9 1W' 0 0 7'0" 10.7 fps 12.7 12.7 12.0 24" 0.20 gpm/sq ft 1.438" 0 0 0" 0.241 1.7 0.7 1.7 24" K= 5.60 53.4 100 TL 0 7'0" 0" 0.0 12.0 10.3 43" HEAD 2 18.8 1'4" 0 0 1'11" 14.4 fps 14.4 14.4 13.0 24" 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.422 2.6 1.4 1.8 24" K= 5.60 72.2 100 TL 0 6'2" 0" 0.0 13.0 11.3 43" REF Al2 72.2 gpm PATH 10 Ka 17.50 17.0 psi PATH 11 FROM HYDRAULIC REFERENCE 15 TO A8 HEAD 15 19.3 1W," 0 0 4'6" 3.9 fps 11.9 11.9 11.9 0.21 gpm/sq ft 1.438" 1 0 4'3" 0.037 0.3 0.0 0.0 K= 5.60 19.3 100 TL 0 8'10" 0" 0.0 11.9 11.9 REF A8 19.3 gpm PATH 11 Km 5.53 12.3 psi PATH 12 FROM HYDRAULIC REFERENCE 10 TO A10 HEAD 10 21.3 1%" 0 0 4'6" 4.3 fps 14.5 14.5 14.5 0.24 gpm/sq ft 1.438" 1 0 4'3" 0.044 0.4 0.0 0.0 K= 5.60 21.3 100 TL 0 8'10" 0" 0.0 14.5 14.5 REF A10 21.3 gpm PATH 12 Km 5.53 14.9 psi PATH 13 FROM HYDRAULIC REFERENCE 33 TO A13 HEAD 33 24.7 1W' 2 0 15'11" 4.9 fps 21.9 21.9 21.9 24" 0.27 gpm/sq ft 1.438" 1 0 8'7" 0.058 1.4 0.0 2.4 24" K= 5.60 24.7 100 TL 0 24'5" 0" 0.0 21.9 19.5 43" REF A13 24.7 gpm PATH 13 K= 5.12 23.3 psi NETSTREAM Drawing Date: 8/29/00 11:57 REMOTE AREA #1 PAGE 7 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 14 FROM HYDRAULIC REFERENCE 1 TO A13 HEAD 1 26.7 1W' 0 0 4'6" 5.3 fps 22.7 22.7 22.7 0.30 gpm/sq ft 1.438" 1 0 4'3" 0.067 0.6 0.0 0.0 K= 5.60 26.7 100 TL 0 8'10" 0" 0.0 22.7 22.7 REF A13 26.7 gpm PATH 14 K= 5.53 23.3 psi (EE arn 11 0 3 88 '-r- 0 R. w:• 0 o w= =Eo 00 N N 0 N 0 0 OD 0 0 0 rn 0 0 co 0 0 0 0 O M Flow /anml • 250 gpm, hose I CO a O. 7 • 4 4 00 N N 0 N 0 0 OD 0 0 0 rn 0 0 co 0 0 0 0 O M Flow /anml (' Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\].JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Project Report ---- Distributor ---- Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 ---- Customer ---- Name: ZAMA NETWORKS Address: : TUKWILA, WA Phone: Contact: Title: ---- Project ---- Project: Designer: Frank T. Gomez Number: 99-2430 Account: Location: Desc.: TANK3 - DC POWER ROOM #2 Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC. Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: DC POWER ROOM #2 Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.129 % Design Concentration... Adjusted: 7.074 % Minimum: 7.000 % Minimum Agent Required: 503.3 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 14685.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 14685.0 cubic ft Adjusted Agent Required: 509.0 lbs Number of Nozzles: 2 Page: Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Agent Source Report Agent: (FM -200 is a Trademark Adjusted Agent Required: Cylinder Name: Cylinder Part Number: Number of Main Cylinders: Number of Reserve Cylinders: Manifold: Pipe Take Off Direction: Agent Per Cylinder: Fill Density: Cylinder Empty Weight: Weight, All Cylinders + Agent: Floor Area Per Cylinder: Floor Loading Per Cylinder: FM -200 / Propellant N2 of Great Lakes Chemical Corp.) 509.0 lbs 650 lb. (A) Cylinder, Upright 70-083A 1 0 No Manifold Up 509.0 lbs 54.8 lbs / cubic ft 456.0 lbs 965.0 lbs 3.14 square ft 307 lbs / square feet Page: 3 { ( Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Pipe Diameter Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 PART -Node-- Str End 0 1 2 3 4 5 6 5 8 1 2 3 4 5 6 7 8 9 40T 40T 40T 40T 40T 40T 40T 40T 3 in 2-1/2 2-1/2 2-1/2 2-1/2 1-1/2 1-1/2 2 in 2 in 2 - EQUIVALENT LENGTH Pipe Parts 90.45 Thru Side Union Other in in in in in in 4.06 ft 5.92 ft 17.67 ft 7.33 ft 2.00 ft 1.50 ft 1.50 ft 1.50 ft 2.00 ft 4.06 ft 5.92 ft 2.00 ft 1.50 ft -2.00 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 1 4 5 1 5 6 6 7 1 5 8 8 9 1 PART 3 - NOZZLE -Node-- Str End Flow 1 Nozzle 6.5 ft 5.9 ft 24.3 ft 13.9 ft 8.6 ft 10.2 ft 5.8 ft 12.7 ft 7.5 ft Name Diameter Type Nozzle Area 0 1 509.0 1 2 509.0 2 3 509.0 3 4 509.0 4 5 509.0 5 6 138.8 6 7 138.8 5 8 370.2 8 9 370.2 lbs lbs lbs lbs lbs lbs lbs E1 -N1 1-1/2 in 180 Degree lbs lbs E1 -N2 2 in 180 Degree Page: 4 0.6113 square in 2.5840 square in i Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Part List Report Total Agent Required: 509.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 1-1/2 in 0.6113 square in 80-065-2660 E1 -N2 180 Degree 2 in 2.5840 square in 80-066-5469 Nozzle Drill Diameter Drill Size E1 -N1 0.2660 inches H E1 -N2 0.5469 inches 35/64 Pipe: Type Diameter Length 40T 1-1/2 in 3.00 ft 40T 2 in 3.50 ft 40T 2-1/2 in 32.92 ft List of 90 degree elbows: 1 - 1-1/2 in 1 - 2 in 3 - 2-1/2 in List of Tees: 1 - 2-1/2 in Page: 5 ( Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-243.1\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: DC POWER ROOM #2 Minimum Design Adjusted Design Predicted Maximum Expected Agent Nozzle Minimum Agent Required Concentration: Concentration: Concentration: Concentration: Adjusted Agent Required 8.6 seconds 21.0% 18.8% 7.000% 7.074% 7.075% 7.129% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 137.2 lbs 366.1 lbs 138.8 lbs 370.2 lbs 137.3 lbs 371.7 lbs End of Report Page: 6 147 psig 135 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associat�. , Inc. Isometric View #: 1 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: 6/16/2000 1:30:43 PM Page: 7 N 1 X 650 lb. (A) Cylinder, Upright - No Manifold FIK2.00a Fike FlowCalc FM200 _Lt. Copyright (c) Hughes. Associa6ii.r, Inc. Isometric View #: 5 File Name: F:\].JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: 6/16/2000 1:30:43 PM Page: 8 N E1 -N2 E 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\].JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 ---- Customer ---- Name: ZAMA NETWORKS Address: : TUKWILA, WA Phone: Contact: Title: ---- Project ---- Project: Designer: Frank T. Gomez Number: 99-2430 Account: Location: Desc.: TANK3 - DC POWER ROOM #2 Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-243--1\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: DC POWER ROOM #2 Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.129 % Design Concentration... Adjusted: 7.074 % Minimum: 7.000 % Minimum Agent Required: 503.3 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 14685.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 14685.0 cubic ft Adjusted Agent Required: 509.0 lbs Number of Nozzles: 2 (. Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\.99-243-1\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Corp.) Adjusted Agent Required: 509.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Cylinder Part Number: 70-083A Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Up Agent Per Cylinder: 509.0 lbs Fill Density: 54.8 lbs / cubic ft Cylinder Empty Weight: 456.0 lbs Weight, All Cylinders + Agent: 965.0 lbs Floor Area Per Cylinder: 3.14 square ft Floor Loading Per Cylinder: 307 lbs / square feet Page: 3 (. Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Pipe Diameter Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe Pipe/E1-N1 Pipe Pipe/E1-N2 PART -Node-- Str End 0 1 2 3 4 5 6 5 8 1 2 3 4 5 6 7 8 9 40T 40T 40T 40T 40T 40T 40T 40T 3 in 2-1/2 2-1/2 2-1/2 2-1/2 1-1/2 1-1/2 2 in 2 in 2 - EQUIVALENT LENGTH Pipe Parts 90.45 Thru Side Union Other in in in in in in 4.06 ft 5.92 ft 17.67 ft 7.33 ft 2.00 ft 1.50 ft 1.50 ft 1.50 ft 2.00 ft 4.06 ft 5.92 ft 2.00 ft 1.50 ft -2.00 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 1 4 5 1 5 6 6 7 1 5 8 8 9 1 1 PART 3 - NOZZLE -Node-- Str End Flow Nozzle 6.5 ft 5.9 ft 24.3 ft 13.9 ft 8.6 ft 10.2 ft 5.8 ft 12.7 ft 7.5 ft Name Diameter Type Nozzle Area 0 1 509.0 1 2 509.0 2 3 509.0 3 4 509.0 4 5 509.0 5 6 138.8 6 7 138.8 5 8 370.2 8 9 370.2 lbs lbs lbs lbs lbs lbs lbs El -N1 1-1/2 in 180 Degree lbs lbs E1 -N2 2 in Page: 4 180 Degree 0.6113 square in 2.5840 square in Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM Part List Report Total Agent Required: 509.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 1-1/2 in 0.6113 square in E1 -N2 180 Degree 2 in 2.5840 square in Nozzle Drill Diameter Drill Size E1 -N1 E1 -N2 0.2660 inches H 0.5469 inches Pipe: Type 35/64 Diameter Length 80-065-2660 80-066-5469 40T 40T 40T 1-1/2 2 in 2-1/2 List of 90 degree elbows: 1 - 1-1/2 in 1 - 2 in 3 - 2-1/2 in List of Tees: 1 - 2-1/2 in in 3.00 ft 3.50 ft in 32.92 ft Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: Jun 16, 2000, 1:30:43 PM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: DC POWER ROOM #2 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Maximum Expected Agent Concentration: Nozzle Minimum Agent Required Adjusted Agent Required 8.6 seconds 21.0% 18.8% 7.000% 7.074% 7.075% 7.129% Predicted Agent Delivered (At 72 F) Nozzle Pressure (Average) E1 -N1 137.2 lbs 138.8 lbs E1 -N2 366.1 lbs 370.2 lbs 137.3 lbs 371.7 lbs End of Report Page: 6 147 psig 135 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associat(, , Inc. ' Isometric View #: 1 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: 6/16/2000 1:30:43 PM Page: 7 1 X 650 ib. (A) Cylinder, Upright - No Manifold FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associate, ., Inc. • Isometric View #: 5 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: 6/16/2000 1:30:43 PM Page: 8 E1 -N2 E 1 X 650 lb. (A) Cylinder, Upright - No Manifold s FhK2.00a Fike FlowCalc FM200 Copyright (c) Hughes AssociatL ,, Inc. Isometric View #: 9 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK3.FLC Calculation Date/Time: 6/16/2000 1:30:43 PM Page: 9 s 1 N 1 X 650 lb. (A) Cylinder, Upright - No Manifold ZAMA PHASE 4 Drawing Date: HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: ZAMA PHASE 4 12201 TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT 9/12/00 6:39 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ftl Density (gpm/sq ft) 0.150 Area per Sprinkler 130 sq ftl Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 20 Flowing Outlets gpm Required: 721.3 psi Required: 68.5 Q Source WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 176 Gallons Notes: IM@METM1 SEP 212000 ZAMA PHASE 4 Drawing Date: 9/12/00 6:39 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 471 46.0 psi 4 3" Grvd 90 Ell 7' 120 3.068 471 7.5 1 3" Flngd Deluge Valve CHART LOSS 471 3.3 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 3.068 471 2.4 1 4" x 3" Groove -O -Let 20' 120 4.026 471 1.3 Fixed Flow Flow Loss 250 gpm 1 Pipe 3" 10x25 CSC Grvd 20' 120 3.260 721 7.9 Hydr Ref R1 Required at Source 721 68.5 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 721 gpm 151.2 psi SAFETY PRESSURE 82.6 psi Available Pressure of 151.2 psi Exceeds Required Pressure of 68.5 psi This is a safety margin of 82.6 psi or 55 % of Supply Maximum Water Velocity is 18.5 fps ZAMA PRASE 4 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 9/12/00 LEGEND Hydraulic reference. Refer to accompanying flow Flow factor for open head or path where Flow Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. diagram. (gpm) _ K x 6:39 -\/P T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines - Path #1 is from the most remote head back to the water - Later Paths are from the next most remote head back to defined paths and cross mains source. previously ZAMA PRASE 4 Drawing Date: 9/12/00 6:39 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 20 TO W (PRIMARY PATH) HEAD 20 19.5 134" 0 0 10'6" 2.8 fps 12.2 12.2 12.2 0.15 gpm/sq ft 1.682" 0 0 0" 0.017 0.2 0.0 0.0 K= 5.60 19.5 100 10 0 10'6" 0" 0.0 12.2 12.2 HEAD 19 19.5 134" 0 0 10'8" 5.7 fps 12.3 12.3 12.1 0.15 gpm/sq ft 1.682" 0 0 0" 0.063 0.7 0.2 0.0 K= 5.60 39.0 100.10 0 10'8" 0" 0.0 12.1 12.1 HEAD 18 19.8 134" 0 0 10'6" 8.6 fps 13.0 13.0 12.5 0.15 gpm/sq ft 1.682" 0 0 0" 0.135 1.4 0.5 0.0 K= 5.60 58.8 100 10 0 10'6" 0" 0.0 12.5 12.5 HEAD 17 20.6 1M" 0 0 11'3" 11.6 fps 14.4 14.4 13.5 0.16 gpm/sq ft 1.682" 0 0 0" 0.235 2.6 0.9 0.0 K= 5.60 79.4 100 10 0 11'3" 0" 0.0 13.5 13.5 HEAD 16 22.1 134" 0 0 11'3" 14.8 fps 17.1 17.1 15.6 0.17 gpm/sq ft 1.682" 0 0 0" 0.370 4.2 1.4 0.0 K= 5.60 101.6 100 10 0 11'3" 0" 0.0 15.6 15.6 HEAD 15 24.4 1M" 0 0 9'6" 18.4 fps 21.2 21.2 19.0 0.19 gpm/sq ft 1.682" 2 0 11'5" 0.551 11.5 2.2 0.0 K= 5.60 126.0 100 10 0 20'11" 2'0" 0.9 19.0 19.0 REF A2 126.8 3" 0 0 9'8" 9.8 fps 34.2 34.2 PATH 2 3.260" 0 0 0" 0.080 0.8 0.6 K= 21.67 252.8 100 10 0 9'8" 0" 0.0 33.6 REF A3 106.4 3" 0 0 6'1" 13.9 fps 35.0 35.0 PATH 3 3.260" 1 0 10'8" 0.152 2.6 1.3 K= 18.31 359.1 100 10 0 16'10" 0" 0.0 33.7 REF A4 112.2 3" 1 0 22'10" 17.3 fps 37.6 37.6 PATH 4 3.352" 1 0 15'8" 0.220 8.5 0.0 K= 18.30 471.3 100 SF 0 38'6" 0" 0.0 37.6 REF W 471.3 gpm PATH 1 K= 69.46 46.0 psi ZAMA PRASE 4 Drawing Date: 9/12/00 6:39 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 14 TO A2 HEAD 14 19.7 134" 0 0 10'6" 2.9 fps 12.3 12.3 12.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.018 0.2 0.0 0.0 K= 5.60 19.7 100 10 0 10'6" 0" 0.0 12.3 12.3 HEAD 13 19.6 134" 0 0 10'8" 5.7 fps 12.5 12.5 12.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.064 0.7 0.2 0.0 K= 5.60 39.3 100.10 0 10'8" 0" 0.0 12.3 12.3 HEAD 12 20.0 134" 0 0 10'6" 8.6 fps 13.2 13.2 12.7 0.15 gpm/sq ft 1.682" 0 0 0" 0.136 1.4 0.5 0.0 K= 5.60 59.2 100 10 0 10'6" 0" 0.0 12.7 12.7 HEAD 11 20.7 134" 0 0 11'3" 11.7 fps 14.6 14.6 13.7 0.16 gpm/sq ft 1.682" 0 0 0" 0.238 2.7 0.9 0.0 K= 5.60 80.0 100 10 0 11'3" 0" 0.0 13.7 13.7 HEAD 10 22.3 134" 0 0 11'3" 14.9 fps 17.3 17.3 15.8 0.17 gpm/sq ft 1.682" 0 0 0" 0.374 4.2 1.5 0.0 K= 5.60 102.2 100 10 0 11'3" 0" 0.0 15.8 15.8 HEAD 9 24.6 134" 0 0 9'6" 18.5 fps 21.5 21.5 19.2 0.19 gpm/sq ft 1.682" 2 0 11'5" 0.557 11.7 2.3 0.0 K= 5.60 126.8 100 10 0 20'11" 2'0" 0.9 19.2 19.2 REF Al 3" 0 0 3.260" 0 0 126.8 100 10 0 919n 0" 9,911 4.9 fps 34.0 0.022 0.2 0" 0.0 REF A2 126.8 gpm PATH 2 K= 21.67 34.2 psi PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 HEAD 4 26.1 134" 0 0 10'0" 3.8 fps 21.8 21.8 21.8 0.20 gpm/sq ft 1.682" 0 0 0" 0.030 0.3 0.0 0.0 K= 5.60 26.1 100 10 0 10'0" 0" 0.0 21.8 21.8 CONTINUED 22.1 psi ZAMA PRASE 4 Drawing Date: 9/12/00 6:39 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 4 TO A3 CONTINUED HEAD 3 26.1 134" 0 0 11'3" 7.6 fps 22.1 22.1 21.7 0.20 gpm/sq ft 1.682" 0 0 0" 0.108 1.2 0.4 0.0 K. 5.60 52.2 100 10 0 11'3" 0" 0.0 21.7 21.7 HEAD 2 26.5 134" 0 0 11'3" 11.5 fps 23.3 23.3 22.4 0.20 gpm/sq ft 1.682" 0 0 0" 0.231 2.6 0.9 0.0 K. 5.60 78.7 100.10 0 11'3" 0" 0.0 22.4 22.4 HEAD 1 27.6 134" 0 0 5'11" 15.5 fps 25.9 25.9 24.3 0.21 gpm/sq ft 1.682" 2 0 11'5" 0.403 7.0 1.6 0.0 K. 5.60 106.4 100 10 0 17'4" 2'0" 0.9 24.3 24.3 REF A3 106.4 gpm PATH 3 K. 18.31 33.7 psi PATH 4 FROM HYDRAULIC REFERENCE 8 TO A4 HEAD 8 27.6 134" 0 0 10'0" 4.0 fps 24.2 24.2 24.2 0.21 gpm/sq ft 1.682" 0 0 0" 0.033 0.3 0.0 0.0 K. 5.60 27.6 100 10 0 10'0" 0" 0.0 24.2 24.2 HEAD 7 27.5 134" 0 0 11'3" 8.0 fps 24.6 24.6 24.1 0.21 gpm/sq ft 1.682" 0 0 0" 0.119 1.3 0.4 0.0 K. 5.60 55.1 100 10 0 11'3" 0" 0.0 24.1 24.1 HEAD 6 28.0 134" 0 0 11'3" 12.1 fps 25.9 25.9 24.9 0.22 gpm/sq ft 1.682" 0 0 0" 0.255 2.9 1.0 0.0 K. 5.60 83.0 100 10 0 11'3" 0" 0.0 24.9 24.9 HEAD 5 29.1 134" 0 0 5'11" 16.4 fps 28.8 28.8 27.0 0.22 gpm/sq ft 1.682" 2 0 11'5" 0.444 7.7 1.8 0.0 K. 5.60 112.2 100 10 0 17'4" 2'0" 0.9 27.0 27.0 REF B1 3" 0 0 3'5" 4.4 fps 37.3 3.260" 1 0 10'8" 0.018 0.2 112.2 100 10 0 14'1" 0" 0.0 REF A4 112.2 gpm PATH 4 K= 18.30 37.6 psi CA0na na0 CD0N00 0 O 0 N 0- — O OO 0 Lo O O CO O 1) ti M O O LO N N 0 1) 0. 0 I J 250 gpm hose o r • 1 I O 0 N 0- — O OO 0 Lo O O CO O 1) ti M O O LO N N 0 1) 0. 0 I ZAMA PRASE 3 Drawing Date: Job Name: Location: HYDRAULIC DESIGN INFORMATION SHEET ZAMA PHASE 3 .TUKWILA INTERNATIONAL TUKWILA WA Drawing Date: Contractor: Mckinstry Co. 5005 3rd ave s Seattle WA 98124 Designer: Aaron Bennett Calculated By:SprinkCALC CSC Systems & Design Construction: NON-COMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT /2/0/ 9/11/00 15:22 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:ORDINARY SYSTEM DESIGN Code:NFPA 13 Hazard:ORDINARY System Type:DRY Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.150 Area per Sprinkler 130 sq ft Hose Allowance Inside 100 gpm Hose Allowance Outside 150 gpm Sprinkler or Nozzle Make: Model:GB-QR Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 25 Flowing Outlets gpm Required: 766.4 psi Required: 95.6 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 170 Gallons Notes: SEP 21 2000 B ZAMA PRASE 3 Drawing Date: HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION HYDRAULIC LENGTH C ID Hydr Ref W Required at Hyd Area 1 Elevation Change 8'0" 1 3" Flngd Deluge Valve CHART LOSS 1 3" Grvd Butterfly Valve CSC "BFV" 10' 120 Fixed Flow Flow Loss 1 Pipe 3" 10x25 CSC Grvd 15' 120 4 3" Grvd 90 Ell 7' 120 Hydr Ref R1 Hydr Ref R2 Water Source160.0 psi 9/11/00 15:22 FLOW LOSS gpm psi TOTALS 516 3.5 516 3.7 3.068 516 2.9 250 gpm 3.260 766 6.6 3.068 766 18.6 Required at Source 766 60.4 psi 95.6 psi Required at Source 766 95.6 psi static,112.0 psi residual @ 1800 gpm 766 gpm 150.1 psi SAFETY PRESSURE Available Pressure of 150.1 psi Exceeds Required Pressure of 95.6 psi This is a safety margin of 54.5 psi or 36 % of Supply Maximum Water Velocity is 20.0 fps 54.5 psi ZAMA PRASE 3 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date: 9/11/00 15:22 LEGEND Hydraulic reference. Referto accompanying flow. diagram. _ Flow factor for open head or path where Flow (gpm) _ K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)A1.85 / IDA4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/IDA4 Normal pressure (psi) where Pn Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths ZAMA PHASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 10 TO W (PRIMARY PATH) HEAD 10 19.5 134" 0 0 9'6" 2.8 fps 12.2 12.2 12.2 0.15 gpm/sq ft 1.682" 0 0 0" 0.018 0.2 0.0 0.0 K= 5.60 19.5 100 10 0 9'6" 0" 0.0 12.2 12.2 HEAD 11 19.5 134" 0 0 9'6" 5.7 fps 12.3 12.3 12.1 0.15 gpm/sq ft 1.682" 0 0 0" 0.063 0.6 0.2 0.0 K= 5.60 39.0 100.10 0 9'6" 0" 0.0 12.1 12.1 HEAD 12 19.8 134" 0 0 0.15 gpm/sq ft 1.682" 1 0 K= 5.60 58.8 100 10 0 3'0" 51911 8.6 fps 12.9 12.9 12.5 0.134 1.2 0.5 0.0 8'8" 0" 0.0 12.5 12.5 REF 30 40.4 134" 0 0 2'0" 14.5 fps 14.1 14.1 PATH 4 1.682" 1 0 5'9" 0.354 2.7 0.0 K= 10.75 99.2 100 10 0 7'9" 2'0" 0.9 14.1 REF Al 3" 0 0 8'6" 3.8 fps 17.7 3.260" 0 0 0" 0.014 0.1 99.2 100 10 0 8'6" 0" 0.0 REF A2 80.7 3" 0 0 13'6" 7.0 fps 17.8 17.8 PATH 2 3.260" 0 0 0" 0.042 0.6 0.3 K= 19.28 179.8 100 10 0 13'6" 0" 0.0 17.5 REF A3 81.2 3" 1 0 16'0" 10.1 fps 18.4 18.4 PATH 3 3.260" 0 0 5'0" 0.084 1.8 0.7 K= 19.29 261.0 100 10 0 20'11" 0" 0.0 17.7 HEAD 1 24.6 3" 0 0 9'3" 11.1 fps 20.2 20.2 19.4 0.19 gpm/sq ft 3.260" 0 0 0" 0.100 0.9 0.8 0.0 K= 5.60 285.7 100 10 0 9'3" 0" 0.0 19.4 19.4 REF 85 230.7 3" 0 0 76'8" 19.0 fps 21.1 21.1 PATH 5 3.352" 0 0 0" 0.261 20.0 2.4 K= 53.33 516.4 100 SF 0 76'8" 0" 0.0 18.7 CONTINUED 41.1 psi ZAMA PHASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 10 TO W (PRIMARY PATH) CONTINUED REF B6 3" 2 0 54'10" 20.0 fps 41.1 3.260" 0 0 10'0" 0.298 19.4 516.4 100 10 0 64'10" 0" 0.0 REF W 516.4 gpm PATH 1 K= 66.43 60.4 psi PATH 2 FROM HYDRAULIC REFERENCE 19 TO A2 HEAD 19 19.7 134" 0 0 9'6" 2.9 fps 12.4 12.4 12.4 0.15 gpm/sq ft 1.682" 0 0 0" 0.018 0.2 0.0 0.0 K. 5.60 19.7 100 10 0 9'6" 0" 0.0 12.4 12.4 HEAD 20 19.7 134" 0 0 9'6" 5.7 fps 12.5 12.5 12.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.064 0.6 0.2 0.0 K= 5.60 39.4 100 10 0 9'6" 0" 0.0 12.3 12.3 HEAD 21 19.9 134" 0 0 0.15 gpm/sq ft 1.682" 1 0 K= 5.60 59.3 100 10 0 6'2" 5'9" 11'10" 8.6 fps 13.2 13.2 12.7 0.137 1.6 0.5 0.0 0" 0.0 12.7 12.7 REF 31 21.4 134" 0 0 2'0" 11.8 fps 14.8 14.8 PATH 13 1.682" 1 0 5'9" 0.241 1.9 0.0 K. 5.56 80.7 100 10 0 7'9" 2'0" 0.9 14.8 REF A2 80.7 gpm PATH 2 K= 19.28 17.5 psi PATH 3 FROM HYDRAULIC REFERENCE 15 TO A3 HEAD 15 19.8 134" 0 0 9'6" 2.9 fps 12.5 12.5 12.5 0.15 gpm/sq ft 1.682" 0 0 0" 0.018 0.2 0.0 0.0 K= 5.60 19.8 100 10 0 9'6" 0" 0.0 12.5 12.5 HEAD 16 19.8 134" 0 0 9'6" 5.8 fps 12.7 12.7 12.5 0.15 gpm/sq ft 1.682" 0 0 0" 0.065 0.6 0.2 0.0 K. 5.60 39.6 100 10 0 9'6" 0" 0.0 12.5 12.5 CONTINUED 13.3 psi ZAMA PRASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH (GPM) PIPE FITS FEET PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 15 TO A3 CONTINUED HEAD 17 20.1 134" 0 0 0.15 gpm/sq ft 1.682" 1 0 K= 5.60 59.7 100 10 0 6'2" 5'9" 11'10" 8.7 fps 13.3 13.3 12.8 0.138 1.6 0.5 0.0 0" 0.0 12.8 12.8 REF 32 21.5 130 0 0 2'0" 11.8 fps 15.0 15.0 PATH 14 1.682" 1 0 5'9" 0.244 1.9 0.0 K= 5.56 81.2 100.10 0 7'9" 2'0" 0.9 15.0 REF A3 81.2 gpm PATH 3 K= 19.29 17.7 psi PATH 4 FROM HYDRAULIC REFERENCE 14 TO 30 HEAD 14 20.1 134" 1 0 13'2" 3.2 fps 12.9 12.9 12.9 0.15 gpm/sq ft 1.610" 0 0 2'10" 0.023 0.4 0.0 0.0 K= 5.60 20.1 100 40 0 16'0" 0" 0.0 12.9 12.9 HEAD 13 20.2 130 0 0 3'10" 6.4 fps 13.3 13.3 13.0 0.16 gpm/sq ft 1.610" 1 0 5'9" 0.083 0.8 0.3 0.0 K= 5.60 40.4 100 40 0 9'6" 0" 0.0 13.0 13.0 REF 30 40.4 gpm PATH 4 K= 10.75 14.1 psi PATH 5 FROM HYDRAULIC REFERENCE 3 TO B5 HEAD 3 20.8 1" 0 0 0.16 gpm/sq ft 1.049" 1 0 K= 5.60 20.8 100 40 0 2'1" 3'7" 7.8 fps 13.8 13.8 13.8 0.196 1.1 0.0 0.0 5'8" 0" 0.0 13.8 13.8 REF 36 21.1 134" 0 0 PATH 9 1.682" 2 0 K= 5.42 41.9 100 10 0 5'6" 11'5" 16'11" 6.1 fps 15.1 15.1 0.072 1.2 0.2 2'0" 0.9 14.9 REF B4 188.8 3" 0 0 3'9" 9.0 fps 17.7 17.7 PATH 6 3.260" 1 0 10'8" 0.067 1.0 0.5 K= 44.82 230.7 100 10 0 14'5" 0" 0.0 17.2 REF 85 230.7 gpm PATH 5 K= 53.33 18.7 psi ZAMA PHASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 4 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 6 FROM HYDRAULIC REFERENCE 6 TO B4 HEAD 6 20.8 155" 0 0 11'3" 3.0 fps 13.8 13.8 13.8 0.16 gpm/sq ft 1.682" 0 0 0" 0.020 0.2 0.0 0.0 K= 5.60 20.8 100 10 0 11'3" 0" 0.0 13.8 13.8 HEAD 7 20.8 155" 0 0 3'6" 6.1 fps 14.0 14.0 13.8 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.071 0.6 0.2 0.0 K= 5.60 41.6 100.10 0 9'2" 0" 0.0 13.8 13.8 REF 34 21.2 134" 0 0 2'0" 9.2 fps 14.7 14.7 PATH 10 1.682" 1 0 5'9" 0.152 1.2 0.0 K= 5.55 62.8 100 10 0 7'9" 2'0" 0.9 14.7 REF B2 63.0 3" 0 0 11'5" 4.9 fps 16.9 16.9 PATH 8 3.260" 0 0 0" 0.022 0.2 0.2 K= 15.35 125.9 100 10 0 11'5" 0" 0.0 16.7 REF B3 62.9 3" 0 0 13'6" 7.3 fps 17.1 17.1 PATH 7 3.260" 0 0 0" 0.046 0.6 0.4 K= 15.37 188.8 100 10 0 13'6" 0" 0.0 16.8 REF B4 188.8 gpm PATH 6 K= 44.82 17.7 psi PATH 7 FROM HYDRAULIC REFERENCE 4 TO B3 HEAD 4 20.8 156" 0 0 11'3" 3.0 fps 13.8 13.8 13.8 0.16 gpm/sq ft 1.682" 0 0 0" 0.020 0.2 0.0 0.0 K= 5.60 20.8 100 10 0 11'3" 0" 0.0 13.8 13.8 HEAD 5 20.8 1'M" 0 0 3'6" 6.1 fps 14.1 14.1 13.8 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.071 0.7 0.2 0.0 K= 5.60 41.7 100 10 0 9'2" 0" 0.0 13.8 13.8 REF 35 21.3 155" 0 0 2'0" 9.2 fps 14.7 14.7 PATH 11 1.682" 1 0 5'9" 0.153 1.2 0.0 K= 5.55 62.9 100 10 0 7'9" 2'0" 0.9 14.7 REF B3 62.9 gpm PATH 7 K= 15.37 16.8 psi ZAMA PRASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 5 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 8 FROM HYDRAULIC REFERENCE 8 TO B2 HEAD 8 20.9 134" 0 0 11'3" 3.0 fps 13.9 13.9 13.9 0.16 gpm/sq ft 1.682" 0 0 0" 0.020 0.2 0.0 0.0 K= 5.60 20.9 100 10 0 11'3" 0" 0.0 13.9 13.9 HEAD 9 20.9 134" 0 0 0.16 gpm/sq ft 1.682" 1 0 K= 5.60 41.7 100.10 0 3'6" 5,9,, 6.1 fps 14.1 14.1 13.9 0.071 0.7 0.2 0.0 9'2" 0" 0.0 13.9 13.9 REF 33 21.3 134" 0 0 2'0" 9.2 fps 14.8 14.8 PATH 12 1.682" 1 0 5'9" 0.153 1.2 0.0 K= 5.55 63.0 100 10 0 7'9" 2'0" 0.9 14.8 REF B1 3" 0 0 3.260" 0 0 63.0 100 10 0 9 ' 3 " 0" 9 3n 2.4 fps 0.006 0" 16.8 0.1 0.0 REF B2 63.0 gpm PATH 8 K= 15.35 16.9 psi PATH 9 FROM HYDRAULIC REFERENCE 2 TO 36 HEAD 2 21.1 1" 1 0 2'1" 7.9 fps 14.2 14.2 14.2 0.16 gpm/sq ft 1.049" 0 0 1'5" 0.201 0.7 0.0 0.0 K= 5.60 21.1 100 40 0 3'6" 0" 0.0 14.2 14.2 REF 37 134" 0 0 11'3" 3.1 fps 14.9 1.682" 0 0 0" 0.020 0.2 21.1 100 10 0 11'3" 0" 0.0 REF 36 21.1 gpm PATH 9 K= 5.42 15.1 psi PATH 10 FROM HYDRAULIC REFERENCE 24 TO 34 HEAD 24 21.2 134" 0 0 7'10" 3.1 fps 14.4 14.4 14.4 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.020 0.3 0.0 0.0 K= 5.60 21.2 100 10 0 13'6" 0" 0.0 14.4 14.4 REF 34 21.2 gpm PATH 10 K= 5.55 14.7 psi ZAMA PHASE 3 Drawing Date: 9/11/00 15:22 REMOTE AREA #1 PAGE 6 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 11 FROM HYDRAULIC REFERENCE 23 TO 35 HEAD 23 21.3 1%" 0 0 7'10" 3.1 fps 14.4 14.4 14.4 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.021 0.3 0.0 0.0 K= 5.60 21.3 100 10 0 13'6" 0" 0.0 14.4 14.4 REF 35 21.3 gpm PATH 11 K= 5.55 14.7 psi PATH 12 FROM HYDRAULIC REFERENCE 25 TO 33 HEAD 25 21.3 134" 0 0 7'10" 3.1 fps 14.5 14.5 14.5 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.021 0.3 0.0 0.0 K= 5.60 21.3 100 10 0 13'6" 0" 0.0 14.5 14.5 REF 33 21.3 gpm PATH 12 K= 5.55 14.8 psi PATH 13 FROM HYDRAULIC REFERENCE 22 TO 31 HEAD 22 21.4 1%" 0 0 3'4" 3.1 fps 14.6 14.6 14.6 0.16 gpm/sq ft 1.682" 1 0 5'9" 0.021 0.2 0.0 0.0 K= 5.60 21.4 100 10 0 9'0" 0" 0.0 14.6 14.6 REF 31 21.4 gpm PATH 13 K= 5.56 14.8 psi PATH 14 FROM HYDRAULIC REFERENCE 18 TO 32 HEAD 18 21.5 1%" 0 0 0.17 gpm/sq ft 1.682" 1 0 K= 5.60 21.5 100 10 0 3'4" 5'9" 3.1 fps 14.8 14.8 14.8 0.021 0.2 0.0 0.0 9'0" 0" 0.0 14.8 14.8 REF 32 21.5 gpm PATH 14 K= 5.56 15.0 psi z 0 z w 1- z wg¢• 0- m .02NY E 054c4D • 250 gpm hose • 0 0 0 CO •c? O N N N tD r 0 N r 0 0 0 O O 0) 0 0 co 0 0 LO 8 0 O M O 0 N re Hydraulic. Overv...iew:' . Job Number:S90416 Report Description: Ordinay Group Job ...:.::: xerrume.r S90416 Du.i &4e... Reliance Fire Protection Job Ni.:m Mzima '"PluuoFAX 206-682-6636 206-682-6744 Addr..s 1 12101 Tukwila International Blvd. MMsCrEgaYeNLMmobluror RELIAFP102L1 Addro.s s Suites 232 & 233 ANJ Tukwila Fire Cey Tukwila Moto I Zip cod. WA I 98168 Job 51. Building 1 SystefSi. .. !.oily Ar«dAplolpe 0.150gpm/ft2 1950.00ft2 (Actual 1995.54ft2) WA Dem.ndNy SpbddorDsto 5.6 K -Factor 19.26 at 11.832 Non Mroomo 250.00 Corns. Per SPMlder 128.42ft2 Nmu.r 0I11PM1i.MrsC.Ic 1.d 20 Sys1m P. . D.mnd 56.048 System R.r. Donuts 418.15 TMM Dom.od 668.15 @ 56.048 Pressure Result +96.278 (63.2%) Supplies Check•Point: Gauges Node FIow(9om) Hose Flow(aom) Static(psi) Residual(os1) Jdentifier Pressure(osi) K-Factor(KJ Flow(aom) 1 1800.00 250.00 160.000 112.000 BOR 0.000 0 0.00 101111.414 ♦.. //1k ZIF''I Nij:12�"74 4440 Fire Sprinklers ... Supply. at Node 1(1800:00;250:00;.160:00.0.112.000) 200 180 160 ;Static Pressure 160.000 140 1 I 120 ` :Ei1i _ ------ , 100 1800.00 112.000 _ e .._ r e::.777.- a 'i= 80 i a. 418.15 (4 56.(14 • 80 7668.15 hose 40 with streams 0 --System 20 demand curve - 0 111111111111111111111111111111 111111111 111111111 111111111 1111111/1 p �]A" h00 800 1000 1200 1400 1800 1800 2000 Water flow, gpm g6., ® M.E.P.CAD, Inc. II AutoSPRINKO VR7 v7.1.7 04/23/2009 12:09:51PM Pace 1 Summary.Of OutflowingDevices. : Job Number: S90416 Report Description. Ordinary Group I Device Actual Flow (gpm) Minimum Flow Wpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 120 22.75 19.26 5.6 16.497 16.408 0.177gpm/ft' 0.177gpm/ft' 128.42ft2 128.4252 Sprinkler 119 22.68 19.26 5.6 Sprinkler 110 19.73 19.26 19.26 5.6 5.6 12.418 12.667 0.154gpm/ft' 0.155gpm/ft' 128.42ft' 128.42ft2 Sprinkler 111 19.93 Sprinkler 112 20.98 19.26 19.26 5.6 5.6 14.029 12.065 0.163gpm/ft' 0.151gpm/ft' 0.153gpm/ft' 128.42ft' 128.42ft2 128.4252 Sprinkler 107 19.45 Sprinkler 108 19.65 19.26 5.6 12.307 Sprinkler 109 20.68 19.26 5.6 5.6 13.633 15.998 0.161gpm/ft' 0.174gpm/ft' 0.174gpm/ft' 128.4252 128.4252 128.42ft2 Sprinkler 118 22.40 19.26 Sprinkler 117 22.34 19.26 5.6 15.911 Sprinkler 104 19.30 19.26 5.6 11.874 0.150gpm/ft' 128.42ft2 Sprinkler 105 19.49 19.26 5.6 12.113 0.152gpm/ft' 128.42ft' Sprinkler 106 20.51 22.31 19.26 19.26 5.6 5.6 13.420 15.869 0.160gpm/ft' 0.174gpm/ft' 128.4252 128.4252 Sprinkler 116 Sprinkler 114 22.25 19.26 5.6 15.783 0.173gpm/ft' 128.4252 c Sprinkler 101 19.26 19.26 5.6 11.832 0.150gpm/fN 128.4252 Sprinkler 102 19.45 19.26 5.6 12.069 0.151gpm/ft' 128.42ft2 Sprinkler 103 20.48 19.26 5.6 13.372 0.159gpm/ft' 128.42ft2 Sprinkler 115 22.29 19.26 5.6 15.840 0.174gpm/ft' 0.173gpm/ft' 128.4252 128.4252 Sprinkler 113 22.23 19.26 5.6 15.755 Most Demanding Sprinkler Data 2& m M.E.P.CAD, Inc. 4 AutoSPRINK® VR7 v7.1.7 04/23/2009 12:09:53PM Page 2 Job Number: S90416 Report Description: Ordinary Group Node Elevation(Foot) Fittings Pressure(psi) Dlscharge(gpm) 6 10'-0 T(8'-0) 29.314 8 10'-0 :Jr 8'-O) 21.994 12 10'-0 T(8'-0) 29.314 14 10'-0 T(8'-0) 21.994 16 10'-0 T(8'-0) 29.314 18 10'-0 T(8'-0) 21.994 25 4'-6 BV(9'-7) 40.455 37 10'-0 T(8'-0)._ 29.314 39 10'-0 T(8'-0) 21.994 46 9'-6 fE(5'-0) 45.447 61 10'-0 T(8'-� 18.103 62 11'-6 T(5'-8%) 16.752 66 10'-0 T(14'-4%) 17.873 67 10'-0 Z 0.000 69 10'-0 T(8'-0) 15.874 71 10.-0 Z 0.000 73 10'-0 T(8'-0) 15.446 74 10'-0 T(8'-0) 17.577 75 11'-6 7(5'-8Y2) 16.246 76 10'-0 Z 0.000 78 10'-0 T(8'-0) 15.216 79 10'-0 T(8'-0) 17.441 80 11'-6 T(5'-8%) 16.115 81 10'-0 Z 0.000 83 10'-0 T(8'-0) 15.165 84 10'-0 T(8'-0) 17.410 85 1V-6 T(5'-8%) 16.086 120 11'-6 Spr(-16.497) 16.497 22.75 119 11'-6 Spr(-16.408) 16.408 22.68 110 11'-6 Spr(-12.418) 12.418 19.73 111 11'-6 Spr(-12.667) 12.667 19.93 112 11'-6 Spr(-14.029), T(5' -8'/z) 14.029 20.98 107 11'-6 Spr(-12.065) 12.065 19.45 108 11'-6 Spr(-12.307) 12.307 19.65 109 11'-6 Spr(-13.633)j(5'-8Y2) 13.633 20.68 118 11'-6 Spr(-15.998) 15.998 22.40 117 11'-6 Spr(-15.911) 15.911 22.34 104 11'-6 Spr(-11.874) 11.874 19.30 105 11'-6 Spr(-12.113) 12.113 19.49 106 1V-6 Spr(-13.420), T(5'-8'/) 13.420 20.5' 116 11'-6 Spr(-15.869) 15.869 22.3' 114 11'-6 Spr(-15.783) 15.783 22.2 101 11'-6 Spr(-11.832) 11.832 19.2 102 11'-6 Spr(-12.069) 12.069 19.45 103 11'-6 Spr(-13.372), T(5'-8'/) 13.372 20.48 115 11'-6 Spr(-15.840) 15.840 22.29 ®M.E.P.CAD, Inc. ' AutoSPRINK® VR7 v7.1.7 04/23/2009 12:09:54PM Page 3 illHydraulic An alysis . Job Number: 590416 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary IMP Route 1 BL 1.6100 0=19.26 3.04 C=100 0.021116 11.-3 Pf 0.238 101 11-6 q=19.26 K=5.6 11.832 Spr(-11.832) 102 11.-6 12.069 11.-3 Ps Pv BL 1.6100 0=38.72 6.10 C=100 0.076829 11'-3 Pf 1.303 102 1V-6 q=19.45 K=5.6 12.069 Spr(-12.069) 103 1V-6 13.372 T(5'-8%) 5.-815 16'41% Pe Pv RN 1.6100 0=59.20 9.33 C=120 0.120266 1.-6 Pf 1.143 103 11.-6 q=20.48 K=5.6 13.372 Spr(-13.372) 83 10.-0 15.165 T(8.-0) 8.-0 9-6 Pe 0.650 Pv CM 3.2600 Q=59.20 2.28 C=100 0.005426 91-6 Pf 0.052 83 10.-0 15.165 78 10.-0 15.216 9'-6 Pe Pv CM 3.2600 Q=118.50 4.55 C=100 0.019594 11.-9 Pf 0.230 78 10.-0 15.216 73 101-0 15.446 11-9 Pe Pv CM 3.2600 0=178.27 6.85 C=100 0.041712 10-3 Pf 0.428 73 10.-0 15.446 69 10.-0 15.874 Pe 10'-3 Pv CM 3.2600 0=238.91 8.18 C=100 0.071697 8.-61A Pf 1.999 69 10.-0 15.874 66 10.-0 17.873 fE(5-0), T(14.-4%) 19.-4% Pe 27.-10% Pv CM 3.2600 0=372.72 14.33 C=100 0.163239 1.-4% Pf 0.229 66 10.-0 17.873 61 10.-0 18.103 Pe 1.-4% Pv CM 3.2600 0=418.15 16.07 C=100 0.201943 42'-5% Pf 19.972 61 10.-0 18.103 25 4.-6 40.455 T(14.-4%), 4fE(5-0), ALV(12.-5%), BV(9.-7) 56.-5 Pe 2.381 98-10% Pv CM 3.2600 0=418.15 16.07 C=120 0.144126 14.-5% Pf 7.155 25 4.-6 40.455 46 9'-6 45.447 3fE(5-0), T(20.-2) 35-2 Pe -2.164 49-7% Pv CM 4.2600 0=418.15 9.41 C=120 0.039164 24.-9% Pf 1.281 46 9.-6 45.447 1 -12'-0 56.048 LtE(71-10%), S 7.-10% Pe 9.321 32.-8% Pv op Route 2 BL 1.6100 0=19.30 3.04 C=100 0.021187 11.-3 11.-3 Pf 0.238 Pe Pv 104 11.-6 q=19.30 K=5.6 11.874 Spr(-11.874) 105 11.-6 12.113 BL 1.6100 0=38.79 6.11 C=100 0.077084 11'-3 5'-8Y 16-11% Pf 1.307 Pe Pv 105 11.-6 q=19.49 K=5.6 12.113 Spr(-12.113) 106 11'-6 13.420 T(V-81/2) RN 1.6100 0=59.30 9.35 C=120 0.120665 1'-6 8-0 9'-6 Pf 1.146 Pe 0.650 Pv 106 11-6 q=20.51 K=5.6 13.420 Spr(-13.420) 78 10'-0 15.216 T(8.-0) oat Route 3 BL 1.6100 0=19.45 3.07 C=100 0.021501 11'-3 Pf 0.242 107 11.-6 q=19.45 K=5.6 12.065 Spr(-12.065) 108 11•-6 12.307 11.-3 Pe Pv BL 1.6100 0=39.10 6.16 C=100 0.078226 1V-3? Pf 1.326 108 11.-6 q=19.65 K=5.6 12.307 Spr(-12.307) 109 11'-6 13.633 -115.-8iisi 5.-8% 16.-1134 Pc Pv RN 1.6100 0=59.77 9.42 C=120 0.122447 1-6 Pf 1.163 109 11-6 q=20.68 K=5.6 13.633 Spr(-13.633) 73 10.-0 15.446 T(8.-0) 8.-0 9.-6 Pc 0.650 Pv sio Route 4 BL 1.6100 0=19.73 3.11 C=100 0.022083 11-3 Pf 0.248 110 11.-6 q=19.73 K=5.6 12.418 Spr(-12.418) 111 11'-6 12.667 1V-3 Pe Pv BL 1.6100 0=39.67 6.25 C=100 0.080344 11.-3 Pf 1.362 111 11.-6 q=19.93 K=5.6 12.667 Spr(-12.667) 112 11.-6 14.029 T(5.-8%) 5.-8% 16-11% Pe Pv RN 1.6100 0=60.64 9.56 C=120 0.125753 1'-6 Pf 1.195 112 11.-6 q=20.98 K=5.6 14.029 Spr(-14.029) 69 10.-0 15.874 T(8.-0) 8'-0 9.-6 Pe 0.650 Pv OD Route 5 BL 1.6100 0=22.23 3.50 C=100 0.027520 6'-4 Pf 0.331 113 1V-6 q=22.23 K=5.6 15.755 Spr(-15.755) 85 11.-6 16.086 T(5-8%) 5-8% 12.-01A Pe Pv RN 1.6100 Q=44.52 7.02 C=120 0.070984 V-6 Pf 0.674 . 85 1V-6 16.086 84 10.-0 17.410 T(8-0) 84 9'-6 Pe 0.650 Pv M.E.P.CAD, Inc. 4 AutoSPRINK6 VR7 v7.1.7 04/23/2009 12:09:55PM Page 4 111110roulic.Ana!ysis. Job Number: S90416 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings Eq. Length Total Length CM 3.2600 0=44.52 1.71 C=100 0.003203 91-6 Pf 0.030 Pe Pv 84 10'-0 79 10'-0 17.410 17.441 91-6 CM 3.2600 0=89.07 3.42 0=100 0.011555 11'-9 Pf 0.136 Pe 11'-9 Pv 79 10'-0 74 10'-0 17.441 17.577 CM 3.2600 0=133.81 5.14 0=100 0.024534 12W/ Pf 0.297 Pe 121-11/ Pv 74 10'-0 66 10'-0 17.577 17.873 v" Route 6 BL 1.6100 0=22.25 3.51 C=100 0.027566 61-4 5'-8% 12'-0% Pf 0.332 Pe Pv 114 111-6 q=22.25 K=5.6 80 111-6 15.783 16.115 Spr(-15.783) T(5'-8%) RN 1.6100 Q=44.56 7.02 0=120 0.071103 1'4 8'-0 91-6, Pf 0.675 Pe 0.650 Pv 80 111-6 79 10'-0 .= 16.115 17.441 T(8'-0) Route 7 BL 1.6100 0=22.29 3.51 C=100 0.027659 3'-2 5'-8% 8'-10% Pf 0.245 Pe Pv 115 111-6 q=22.29 K=5.6 85 111-6 15.840 16.086 Spr(-15.840) T(5'-814) se Route 8 BL 1.6100 0=22.31 3.52 0=100 0.027705 3'-2 51-8% 8'-10% Pf 0.246 Pe Pv 116 11'-6 q=22.31 K=5.6 80 111-6 15.869 16.115 Spr(-15.869) T(5'-81/2) o Route 9 BL 1.6100 0=22.34 3.52 C=100 0.027773 6'-4 5'-81 % 12'-0% Pf 0.334 Pe Pv 117 111-6 q=22.34 K=5.6 75 1V-6 15.911 16.246 Spr(-15.911) T(5'-8%) RN 1.6100 0=44.74 7.05 C=120 0.071637 1'-6' 81-0 91-6 Pf 0.681 Pe 0.650 Pv 75 1V-6 74 10'-0 16.246 17.577 T(8'-0) far Route 10 BL 1.6100 0=22.40 3.53 C=100 0.027913 3'-2 5'-8'/ 8'-10i/ Pf 0.248 Pe Pv 118 111-6 q=22.40 K=5.6 75 11'-6 15.998 16.246 Spr(-15.998) T(5'-8%) GI Route 11 BL 1.6100 0=22.68 3.57 C=100 0.028574 6'-4 51-8% 12'-0'/ Pf 0.344 Pe Pv 119 111-6 q=22.68 K=5.6 82 111-6 16.408 16.752 Spr(-16.408) T(5'-8%) RN 1.6100 0=45.43 7.16 C=120 0.073703 11-6 8'-0 91-6 Pf 0.700 Pe 0.650 Pv 62 11'-6 61 10'-0 16.752 18.103 T(8'-0) G+ Route 12 BL 1.6100 Q=22.75 3.58 0=100 0.028718 3'-2 51-8% 8'-10% Pf 0.255 Pe Pv 120 11'-6 q=22.75 K=5.6 62 111-6 16.497 16.752 Spr(-16.497) T(5'-8%) Equivalent Pipe Lengths of Valves and Fittings (0=.120 only) II C Value Multiplier i .A (Actual Inside Diameter 1 7 =Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J ® M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.1.7 04/23/2009 12:09:55PM Page 5 �Y9 Job Number: S90416 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units. Legend Fittirigs;l.sgend •' AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between Indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Vaive DPV Dry Pipe Valve E 90' Elbow EE 45° Elbow Eel 11'/i Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90' Firelock(TM) Elbow fEE 45' FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Vaive PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve SprSprinkl er St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap Qiy M.E.P.CAD, Inc. lyy AutoSPRINK® VR7 v7.1.7 04/23/2009 12:09:55PM Page 6 dif?low Diagram (Top View)...,; Job Number: S90416 Report Description: Ordinary Group ®M.E.P.CAD, Inc. i AutoSPRINK® VR7 v7.1.7 04/23/2009 12:09:56PM Page 7 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANKl.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 ---- Customer ---- Name: ZAMA NETWORKS Address: : TUKWILA, WA • Phone: Contact: Title: ---- Project ---- Project: Designer: Frank T. Gomez Number: 99-2430 Account: Location: Desc.: TANK 1 - UPS ROOM Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: UPS ROOM Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.061 % Design Concentration... Adjusted: 7.006 % Minimum: 7.000 % Minimum Agent Required: 532.5 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 15537.5 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 15537.5 cubic ft Adjusted Agent Required: 533.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM Agent Source Report Agent: FM -200 / Propellant N2 (FM -200 is a Trademark of Great Lakes Chemical Adjusted Agent Required: Cylinder Name: Cylinder Part Number: Number of Main Cylinders: Number of Reserve Cylinders: Manifold: Pipe Take Off Direction: Agent Per Cylinder: Fill Density: Cylinder Empty Weight: Weight, All Cylinders + Agent: Floor Area Per Cylinder: Floor Loading Per Cylinder: Corp.) 533.0 lbs 650 lb. (A) Cylinder, Upright 70-083A 1 0 No Manifold Up 533.0 lbs 57.4 lbs / cubic ft 456.0 lbs 989.0 lbs 3.14 square ft 315 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM Pipe Network Report PART 1 - PIPE ---Node-- Pipe Description Start End Type Diameter Length Elevation Main Cyl. X 1 0 1 3 in 4.06 ft 4.06 ft Pipe 1 2 40T 2-1/2 in 5.92 ft 5.92 ft Pipe 2 3 40T 2-1/2 in 26.67 ft Pipe 3 4 40T 2-1/2 in 2.00 ft 2.00 ft Pipe 4 5 40T 2 in 1.50 ft - Pipe/E2-N1 5 6 40T 2 in 2.00 ft -2.00 ft Pipe 4 7 40T 1-1/2 in 1.50 ft Pipe/E1-N2 7 8 40T 1-1/2 in 1.50 ft 1.50 ft PART 2 - EQUIVALENT LENGTH -Node-- Pipe Parts --- Equivalent Length --- Str End 90 45 Thru Side Union Other Added Total 0 1 - 1 2 - 2 3 1 3 4 1 4 5 - 5 6 1 4 7 - 7 8 1 1 1 PART 3 - NOZZLE -Node-- Nozzle Str End Flow Name Diameter Type 6.5 ft 5.9 ft 33.3 ft 8.6 ft 12.7 ft 7.5 ft 10.2 ft 5.8 ft Nozzle Area 0 1 533.0 lbs 1 2 533.0 lbs 2 3 533.0 lbs 3 4 533.0 lbs 4 5 387.6 lbs 5 6 387.6 lbs El -N1 2 in 180 Degree 2.5840 square in 4 7 145.4 lbs 7 8 145.4 lbs E1 -N2 1-1/2 in 180 Degree 0.6629 square in Page: 4 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK1.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM Part List Report Total Agent Required: 533.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number E1 -N1 180 Degree 2 in 2.5840 square in 80-066-5469 E1 -N2 180 Degree 1-1/2 in 0.6629 square in 80-065-2770 Nozzle Drill Diameter Drill Size E1 -N1 0.5469 inches 35/64 E1 -N2 0.2770 inches J Pipe: Type Diameter Length 40T 1-1/2 in 3.00 ft 40T 2 in 3.50 ft 40T 2-1/2 in 34.59 ft List of 90 degree elbows: 1 - 1-1/2 in 1 - 2 in 2 - 2-1/2 in List of Tees: 1 - 2-1/2 in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: Feb 16, 2000, 2:02:09 PM System Acceptance Report System Discharge Time: Percent agent in pipe: Percent agent before 1st Tee: Enclosure Number: 1 Enclosure Name: UPS ROOM Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Maximum Expected Agent Concentration: Nozzle Minimum Agent Required Adjusted Agent Required 9.0 seconds 20.9% 18.9% 7.000% 7.006% 7.007% 7.061% (At Predicted Agent Delivered 72 F) Nozzle Pressure (Average) E1 -N1 E1 -N2 387.2 lbs 145.3 lbs 387.6 lbs 145.4 lbs 384.3 lbs 148.7 lbs End of Report Page: 6 132 psig 144 psig FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. ' Isometric View #: 1 File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: 2/16/2000 2:02:09 PM Page: 7 El -N1 s 1 X 650 lb. (A) Cylinder, FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK1.FLC Calculation Date/Time: 2/16/2000 2:02:09 PM Page: 8 w N E 650 lb. (A) Cylinder, Upright - No Manifold El -N1 FIK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\1999\99-2431\FM-200\TANKI.FLC Calculation Date/Time: 2/16/2000 2:02:09 PM Page: 9 s 1 N 1 X 650 lb. (A) Cylinder, Upright - No Manifold Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM Project Report ---- Distributor Name: Fire Chief Equipment Address: 13300 SE 30th Street : Bellevue, WA 98005 Phone: (425) 641-2127 Fax: (425) 562-6662 ---- Customer ---- Name: ZAMA NETWORKS Address: TUKWILA, WA Phone: Contact: Title: ---- Project ---- Project: Designer: Frank T. Gomez Number: 99-2430 Account: Location: Desc.: TANK2 - DC POWER ROOM #1 Page: 1 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM Enclosure Report Elevation: 0 ft (relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: DC POWER ROOM #1 Enclosure Temperature... Minimum: 68 F Maximum: 72 F Maximum Concentration: 7.07 % Design Concentration... Adjusted: 7.015 % Minimum: 7.000 % Minimum Agent Required: 610.6 lbs Width: 0.0 ft Length: 0.0 ft Height: 0.0 ft Volume: 17816.0 cubic ft Non -permeable: 0.0 cubic ft Total Volume: 17816.0 cubic ft Adjusted Agent Required: 612.0 lbs Number of Nozzles: 2 Page: 2 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM Agent Source Report Agent: (FM -200 is a Trademark Adjusted Agent Required: Cylinder Name: Cylinder Part Number: Number of Main Cylinders: Number of Reserve Cylinders: Manifold: Pipe Take Off Direction: Agent Per Cylinder: Fill Density: Cylinder Empty Weight: Weight, All Cylinders + Agent: Floor Area Per Cylinder: Floor Loading Per Cylinder: FM -200 / Propellant N2 of Great Lakes Chemical Corp.) 612.0 lbs 650 lb. (A) Cylinder, Upright 70-083A 1 0 No Manifold Up 612.0 lbs 65.9 lbs / cubic ft 456.0 lbs 1068.0 lbs 3.14 square ft 340 lbs / square feet Page: 3 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-243-1\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM Pipe Network Report PART 1 - PIPE ---Node-- Description Start End Type Diameter Pipe Length Elevation Main Cyl. X 1 Pipe Pipe Pipe Pipe Pipe Pipe/E1-N2 Pipe Pipe/E1-N1 PART 2 -Node-- Str End 90 0 1 2 3 4 5 6 5 8 1 2 3 4 5 6 7 8 9 40T 40T 40T 40T 40T 40T 40T 40T 3 in 3 in 3 in 3 in 3 in 1-1/2 in 1-1/2 in 2 in 2 in - EQUIVALENT LENGTH Pipe Parts 45 Thru Side Union Other 4.06 ft 5.92 ft 1.38 ft 3.88 ft 2.00 ft 1.50 ft 1.50 ft 1.50 ft 2.00 ft 4.06 ft 5.92 ft 2.00 ft 1.50 ft -2.00 ft --- Equivalent Length --- Added Total 0 1 1 2 2 3 1 3 4 1 4 5 1 5 6 6 7 1 5 8 8 9 1 1 1 PART 3 - NOZZLE -Node-- Str End Flow Name Nozzle 6.5 ft 5.9 ft 9.6 ft 12.1 ft 10.2 ft 10.2 ft 5.8 ft 12.7 ft 7.5 ft Diameter Type Nozzle Area 0 1 612.0 lbs 1 2 612.0 lbs 2 3 612.0 lbs 3 4 612.0 lbs 4 5 612.0 lbs 5 6 166.2 lbs 6 7 166.2 lbs E1 -N2 1-1/2 5 8 445.8 lbs 8 9 445.8 lbs E1 -N1 2 in in 180 Degree Page: 4 180 Degree 0.6629 square in 2.5840 square in Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM Part List Report Total Agent Required: 612.0 lbs Cylinder Name: 650 lb. (A) Cylinder, Upright Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number El -N1 180 Degree 2 in 2.5840 square in 80-066-5469 E1 -N2 180 Degree 1-1/2 in 0.6629 square in 80-065-2770 Nozzle Drill Diameter Drill Size E1 -N1 0.5469 inches 35/64 E1 -N2 0.2770 inches J Pipe: Type Diameter Length 40T 1-1/2 in 3.00 ft 40T 2 in 3.50 ft 40T 3 in 13.18 ft List of 90 degree elbows: 1 - 1-1/2 in 1 - 2 in 3 - 3 in List of Tees: 1 - 3 in Page: 5 Copyright (c) Hughes Associates, Inc. FIK2.00a Fike FlowCalc FM200 UL: EX4623 FM:0Y4A8.AF Project: File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: Feb 18, 2000, 11:06:16 AM System Acceptance Report System Discharge Time: 9.6 seconds Percent agent in pipe: 11.5% Percent agent before 1st Tee: 9.7% Enclosure Number: 1 Enclosure Name: DC POWER ROOM #1 Minimum Design Concentration: Adjusted Design Concentration: Predicted Concentration: Maximum Expected Agent Concentration: Nozzle Minimum Agent Required Adjusted Agent Required 7.000% 7.015% 7.016% 7.070% (At 72 F) Predicted Agent Delivered Nozzle Pressure (Average) El -Ni E1 -N2 444.8 lbs 165.8 lbs 445.8 lbs 166.2 lbs 440.3 lbs 171.7 lbs End of Report Page: 6 138 psig 150 psig FlK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. - Isometric View #: 1 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: 2/18/2000 11:06:16 AM Page: 7 w N 1 X 650 lb. (A) Cylinder, Upright - No Manifold FTK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 5 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: 2/18/2000 11:06:16 AM Page: 8 W N E 1 X 650 lb. (A) Cylinder, Upright - No Manifold FQK2.00a Fike FlowCalc FM200 Copyright (c) Hughes Associates, Inc. Isometric View #: 9 File Name: F:\1JOBS\1999\99-2431\FM-200\TANK2.FLC Calculation Date/Time: 2/18/2000 11:06:16 AM Page: 9 S N 1 X 650 lb. (A) Cylinder, Upright - No Manifold • PACVU C ZAMA 1ST FL Drawing Date: HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: Drawing Date: Contractor: PACVU C ZAMA 1ST FL 12301 PACIF HWY SO. TUKWILA,WA. MCKINSTRY CO. 5003 3RD AVE. SO. SEATTLE,WA. Designer: H.HARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NONCOMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT. 11/29/99 12:49 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:OH-1 SYSTEM DESIGN Code:NFPA-13 Hazard:ODINARY GROUP 1 Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 100 gpm System Type:DRY Sprinkler or Nozzle Make:CSC Model:GB Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 673.4 psi Required: 113.2 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure 160.0 psi Residual Pres 112.0 psi At a Flow of 1800 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 381 Gallons Notes: PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 423 72.5 psi Total Loss for 0.0 psi Total Loss for 0.0 psi Hydr Ref R1 Required at 423 72.5 psi Water Source160.0 psi static,112.0 psi residual © 1800 gpm 423 gpm 156.7 psi SAFETY PRESSURE 84.2 psi Fixed Flow 0 gpm Elevation Change 20'0" 8.7 9 4" Grvd 90 Ell 10' 100 4.000 423 6.9 3 6" Grvd 90 Ell 14' 100 6.000 423 0.4 2 4" Grvd Tee 20' 100 4.000 423 3.1 1 6" Flngd Back Flow Valve "3000ss" d CHART LOSS 423 3.0 1 Pipe 3" 10x21 CSC Grvd 8' 100 3.260 423 1.7 1 Pipe 4" 10x21 CSC Grvd 75' 100 4.260 423 4.2 1 Pipe 6" 10x21 CSC Grvd 1' 100 6.357 423 0.0 1 4" Grvd Butterfly Valve CSC "BFV" 14' 100 4.000 423 1.1 1 3" Flngd Dry Valve CSC "AF" CHART LOSS 423 3.2 1 3" Grvd Tee ? 15' 120 3.000 423 3.3 Fixed Flow FIRE HOSE SLLOWANCE 250 gpm 1 3" Flngd Butterfly Valve CSC "A" 10' 120 3.000 673 5.2 Hydr Ref R1 Required at Source 673 113.2 psi Water Source160.0 psi static,112.0 psi residual a 1800 gpm 673 gpm 152.2 psi SAFETY PRESSURE 39.1 psi Fixed Flow FIRE HOSE 250 gpm Available Pressure of 152.2 psi Exceeds Required Pressure of 113.2 psi This is a safety margin of 39.1 psi or 26 % of Supply Maximum Water Velocity is 21.2 fps PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: LEGEND Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe. number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID -4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID-4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) HEAD 13 19.5 1M" 0 0 0.15 gpm/sq ft 1.610" 0 0 K = 5.60 19.5 100 40 0 9 5" 3.1 fps 12.2 12.2 12.2 0" 0.022 0.2 0.0 0.0 0" 0.0 12.2 12.2 91511 HEAD 14 19.5 1M" 0 0 9'0" 6.2 fps 12.4 12.4 12.1 0.15 gpm/sq ft 1.610" 0 0 0" 0.078 0.7 0.3 0.0 K = 5.60 39.0 100 40 0 9'0" 0" 0.0 12.1 12.1 HEAD 15 19.8 1M" 0 0 9'0" 9.4 fps 13.1 13.1 12.5 0.15 gpm/sq ft 1.610" 0 0 0" 0.167 1.5 0.6 0.0 K = 5.60 58.8 100 40 0 9'0" 0" 0.0 12.5 12.5 HEAD 16 20.6 136" 0 0 9'0" 12.6 fps 14.6 14.6 13.5 0.16 gpm/sq ft 1.610" 0 0 0" 0.290 2.6 1.1 0.0 K = 5.60 79.4 100 40 0 9'0" 0" 0.0 13.5 13.5 HEAD 17 22.0 13" 0 0 9'0" 16.1 fps 17.2 17.2 15.5. 0.17 gpm/sq ft 1.610" 0 0 0" 0.457 4.1 1.7 0.0 K = 5.60 101.5 100 40 0 9'0" 0" 0.0 15.5 15.5 HEAD 18 24.2 1M" 0 0 10'6" 20.0 fps 21.3 21.3 18.7 0.19 gpm/sq ft 1.610" 2 0 13'9" 0.678 16.4 2.6 0.0 K = 5.60 125.6 100 40 0 24'2" 2'3" 1.0 18.7 18.7 REF C1 15.7 2M" 0 0 13'6" 8.4 fps 39.1 39.1 PATH 5 2.635" 0 0 0" 0.077 1.0 0.5 K = 2.51 141.3. 100 10 0 13'6" 0" 0.0 38.6 REF B1 32.9 2M" 1 0 75'4" 10.4 fps 40.1 40.1 PATH 4 2.635" 0 0 5'11" 0.113 9.2 0.7 K = 5.24 174.2 100 10 0 81'2" 0" 0.0 39.4 REF B2 3" 1 0 37'5" 6.8 fps 49.3 3.260" 1 0 21'1" 0.040 2.3 174.2 100 10 0 58'6" 0" 0.0 CONTINUED 53.4 psi PACVU C ZAMA 1ST FL REMOTE AREA #1 Drawing Date: 11/29/99 12:49 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) CONTINUED REF A5 249.2 3" 1 0 71'3" 16.4 fps 53.4 53.4 PATH 2 3.260" 1 0 21'1" 0.207 19.1 1.8 K =34.09 423.4 100 10 0 92'5" 0" 0.0 51.6 REF W 423.4 gpm PATH 1 K = 49.72 72.5 psi PATH 2 FROM HYDRAULIC REFERENCE 7 TO A5 HEAD 7 20.1 130 0 0 0.15 gpm/sq ft 1.610" 0 0 K = 5.60 20.1 100 40 0 9'6" 3.2 fps 12.9 12.9 12.9 0" 0.023 0.2 0.0 0.0 9'6" 0" 0.0 12.9 12.9 HEAD 8 20.1 1M" 0 0 0.15 gpm/sq ft 1.610" 0 0 K = 5.60 40.3 100 40 0 9'6" 6.4 fps 13.2 13.2 12.9 0" 0.083 0.8 0.3 0.0 9'6" 0" 0.0 12.9 12.9 HEAD 9 20.4 130 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 60.7 100 40 0 9'9" 0" 9'9" 9.7 fps 13.9 13.9 13.3 0.176 1.7 0.6 0.0 0" 0.0 13.3 13.3. HEAD 10 21.4 1M" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 82.0 100 40 0 11'3" 13.1 fps 15.7 15.7 14.5 0" 0.308 3.5 1.1 0.0 11'3" 0" 0.0 14.5 14.5 HEAD 11 23.3 1%" 0 0 0.18 gpm/sq ft 1.610" 0 0 K = 5.60 105.3 100 40 0 11'3" 16.8 fps 19.1 19.1 17.3 0" 0.489 5.5 1.9 0.0 11'3" 0" 0.0 17.3 17.3 HEAD 12 26.1 13" 0.20 gpm/sq ft 1.610" K = 5.60 131.4 100 40 1 0 3'1" 20.9 fps 24.6 24.6 21.8 1 0 9'9" 0.737 9.4 2.9 0.0 0 12'10" 2'3" 1.0 21.8 21.8 REF A2 133.4 230 0 0 10'0" 15.7 fps 36.7 36.7 PATH 3 2.635" 0 0 0" 0.245 2.4 1.6 K =22.03 264.8 100 10 0 10'0" 0" 0.0 35.0 CONTINUED 39.1 psi PACVU C ZAMA 1ST FL REMOTE AREA #1 FLOW (GPM) Drawing Date: 11/29/99 12:49 PAGE 3 # OF LENGTH PRESSURE BRANCH LINE PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 7 TO A5 CONTINUED REF A3 -15.7 230 0 0 PATH 5 2.635" 1 0 K =-2.51 249.2 100 10 0 53'8" 14.8 fps 39.1 39.1 11'9" 0.218 14.3 0.0 65'5" 0" 0.0 39.1 REF A4 3" 0 0 3.260" 0 0 249.2 100 10 0 4" 9.7 fps 53.4 0" 0.077 0.0 4" 0" 0.0 REF A5 249.2 gpm PATH 2 K = 34.09 53.4 psi PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 20.5 1M" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 20.5 100 40 0 9'6" 3.3 fps 13.3 13.3 13.3 0" 0.024 0.2 0.0 0.0 9'6" 0" 0.0 13.3 13.3 HEAD 2 20.4 1W' 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 40.9 100 40 0 9'6" 6.5 fps 13.6 13.6 13.3 0" 0.085 0.8 0.3 0.0 9'6" 0" 0.0 13.3 13.3. HEAD 3 20.8 1M" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 61.6 100 40 0 9' 9" 0" 9'9" 9.8 fps 14.4 14.4 13.7 0.181 1.8 0.6 0.0 0" 0.0 13.7 13.7 HEAD 4 21.7 Iii" 0 0 0.17 gpm/sq ft 1.610" 0 0 K = 5.60 83.3 100 40 0 11'3" 13.3 fps 16.1 16.1 15.0 0" 0.317 3.6 1.2 0.0 11'3" 0" 0.0 15.0 15.0 HEAD 5 23.6 130 0 0 0.18 gpm/sq ft 1.610" 0 0 K = 5.60 106.9 100 40 0 11'3" 17.0 fps 19.7 19.7 17.8 0" 0.503 5.7 1.9 0.0 11'3" 0" 0.0 17.8 17.8 HEAD 6 26.5 1%" 0.20 gpm/sq ft 1.610" K = 5.60 133.4 100 40 1 0 3'1" 21.2 fps 25.4 25.4 22.4 1 0 9'9" 0.758 9.7 3.0 0.0 0 12'10" 2'3" 1.0 22.4 22.4 CONTINUED 36.0 psi PACVU C ZAMA 1ST FL Drawing Date: 11129/99 12:49 REMOTE AREA #1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PAGE 4 PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 CONTINUED REF Al 236" 0 0 9'6" 7.9 fps 36.0 2.635" 0 0 0" 0.069 0.7 133.4 100 10 0 9'6" 0" 0.0 REF A2 133.4 gpm PATH 3 K = 22.03 36.7 psi PATH 4 FROM HYDRAULIC REFERENCE 19 TO B1 HEAD 19 32.9 13i" 0 0 55'11" 5.2 fps 34.5 34.5 34.5 0.25 gpm/sq ft 1.610" 2 0 13'9" 0.057 4.0 0.0 0.0 K = 5.60 32.9 100 40 0 69'7" 2'3" 1.0 34.5 34.5 REF B1 32.9 gpm PATH 4 K = 5.24 39.4 psi PATH 5 FROM HYDRAULIC REFERENCE A3 TO C1 REF A3 15.7 2M" 0 0 2'0" 0.9 fps 39.1 39.1 PATH 2 2.635" 0 0 0" 0.001 0.0 0.0 K = 2.51 15.7 100 10 0 2'0" 0" 0.0 39.1 REF C1 15.7 gpm PATH 5 K = 2.51 39.1 psi • ACVU C ZAMA 2ND FL Job Name: Location: Drawing Date: Contractor: Drawing Date:12-7-99 HYDRAULIC DESIGN INFORMATION SHEET ACVU C ZAMA 2ND FL 12301 PACIFIC HWY SO. TUKWILA,WA. 12-7-99 MCKINSTRY CO. 5005 3RD AVE. SO. SEATTLE,WA. Designer: H.HARRIA Calculated By:SprinkCALC CSC Systems & Design Construction: NONCOMBUSTIBLE Reviewing Authorities:CITY OF TUKWILA 12/ 8/99 8:26 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:OFFICE SYSTEM DESIGN Code:NFPA-13 Hazard:OH-1 System Type:DRY Area of Sprinkler Operation Density (gpm/sq ft) Area per Sprinkler Hose Allowance Inside Hose Allowance Outside 1950 sq ft 0.15 130 sq ft 150 gpm 100 gpm Sprinkler or Nozzle Make:CSC Model:A Size:1/2" K -Factor: 5.60 Temperature Rating: 0 CALCULATION SUMMARY 16 Flowing Outlets gpm Required: 591.2 psi Required: 114.3 @ WATER SUPPLY Water Flow Date of Test Static Pressure Residual Pres At a Flow of Elevation Test 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 427 Gallons Notes: ACVU C ZAMA 2ND FL Drawing Date:12-7-99 HYDRAULIC CALCULATION DETAILS QTY DESCRIPTION 3 11 3 2 1 2 1 1 1 1 1 Hydr Ref W 311 Grvd 90 Ell 4" Grvd 90 Ell 6" Grvd 90 Ell 4" Grvd Tee 3" Grvd Butterfly Valve CSC 4" Grvd Butterfly Valve CSC "BFV" 6" Flngd Back Flow Valve "3000ss" 3" Flngd Dry Valve CSC "AF" Pipe 3" 10x21 Glv Pipe 4" 10x21 CSC Grvd Pipe 6" 10x21 Glv HYDRAULIC LENGTH C ID Required at Hyd Area 1 Fixed Flow Outside Hose Elevation Change 33'0" 7' 100 10' 100 14' 100 20' 100 10' 100 14' 100 d CHART LOSS CHART LOSS 20' 120 55' 120 6' 120 "BFV" Hydr Ref R1 Water Source160.0 psi 12/ 8/99 8:26 Allow. 3.000 4.000 6.000 4.000 3.000 4.000 3.260 4.260 6.357 Total Loss for Required at static,112.0 psi residual @ 1800 gpm SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 341 250 gpm 14.3 591 12.1 591 15.6 591 0.8 591 5.7 591 5.7 591 4.0 591 2.1 591 4.9 591 5.5 591 4.1 591 0.1 39.6 psi 74.7 psi 591 114.3 psi 591 gpm 153.9 psi Available Pressure of 153.9 psi Exceeds Required Pressure of 114.3 psi This is a safety margin of 39.6 psi or 26 % of Supply Maximum Water Velocity is 15.5 fps 39.6 psi ACVU C ZAMA 2ND FL HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Drawing Date:12-7-99 12/ 8/99 8:26 LEGEND Hydraulic reference.. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"'4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths ACVU C ZAMA 2ND FL Drawing Date:12-7-99 12/ 8/99 8:26 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) HEAD 11 19.5 134" 0 0 11'3" 2.8 fps 12.1 12.1 0.15 gpm/sq ft 1.682" 0 0 0" 0.017 0.2 0.0 K = 5.60 19.5 100 10 0 11'3" 0" 0.0 12.1 HEAD 12 19.7 1%" 0 0 11'3" 5.7 fps 12.3 12.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.063 0.7 0.0 K = 5.60 39.2 100 10 0 11'3" 0" 0.0 12.3 HEAD 13 20.2 136" 0 0 10'11" 8.7 fps 13.0 13.0 0.16 gpm/sq ft 1.682" 0 0 0" 0.137 1.5 0.0 K = 5.60 59.4 100 10 0 10'11" 0" 0.0 13.0 HEAD 14 21.3 1%" 0 0 10'6" 11.8 fps 14.5 14.5 0.16 gpm/sq ft 1.682" 0 0 0" 0.242 2.5 0.0 K = 5.60 80.7 100 10 0 10'6" 0" 0.0 14.5 HEAD 15 23.1 136" 0 0 19'0" 15.1 fps 17.1 17.1, 0.18 gpm/sq ft 1.682" 2 0 0" 0.385 7.3 0.0 K = 5.60 103.8 100 10 0 19'0" 1'6" 0.7 17.1 REF A2 26.5 3" 0 0 11'5" 5.1 fps 25.0 PATH 4 3.260" 0 0 0" 0.023 0.3 K = 5.30 130.3 100 10 0 11'5" 0" 0.0 REF A3 104.4 3" 0 0 13'6" 9.1 fps 25.3 PATH 2 3.260" 0 0 0" 0.069 0.9 K =20.76 234.8 100 10 0 13'6" 0" 0.0 REF A4 106.4 3" 2 0 70'7" 13.2 fps 26.2 PATH 3 3.260" 2 0 0" 0.139 9.8 K =20.79 341.2 100 10 0 70'7" 8'3" 3.6 REF W 341.2 gpm PATH 1 K = 54.23 39.6 psi ACVU C ZAMA 2ND FL Drawing Date:12-7-99 12/ 8/99 8:26 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH, PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER .TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 6 TO A3 HEAD 6 19.6 134" 0 0 11'3" 2.9 fps 12.3 12.3 0.15 gpm/sq ft 1.682" 0 0 0" 0.018 0.2 0.0 K = 5.60 19.6 100 10 0 11'3" 0" 0.0 12.3 HEAD 7 19.8 134" 0 0 11'3" 5.7 fps 12.5 12.5 0.15 gpm/sq ft 1.682" 0 0 0" 0.064 0.7 0.0 K = 5.60 39.4 100 10 0 11'3" 0" 0.0 12.5 HEAD 8 20.3 134" 0 0 10'11" 8.7 fps 13.2 13.2 0.16 gpm/sq ft 1.682" 0 0 0" 0.138 1.5 0.0 K = 5.60 59.7 100 10 0 10'11" 0" 0.0 13.2 HEAD 9 21.5 134" 0 0 0.17 gpm/sq ft 1.682" 0 0 K = 5.60 81.2 100 10 0 10'6" 11.8 fps 0" 0.244 10'6" 0" 14.7 2.6 0.0 14.7 0.0 14.7 HEAD 10 23.3 134" 0 0 19'0" 15.2 fps 17.2 17.2 0.18 gpm/sq ft 1.682" 2 0 0" 0.389 7.4 0.0� K = 5.60 104.4 100 10 0 19'0" 1'6" 0.7 17.2 REF A3 104.4 gpm PATH 2 K = 20.76 25.3 psi PATH 3 FROM HYDRAULIC REFERENCE 1 TO A4 HEAD 1 20.0 134" 0 0 0.15 gpm/sq ft 1.682" 0 0 K = 5.60 20.0 100 10 0 11'3" 2.9 fps 12.7 0" 0.018 0.2 11'3" 0" 0.0 12.7 0.0 12.7 HEAD 2 20.2 134" 0 0 11'3" 5.9 fps 13.0 13.0 0.16 gpm/sq ft 1.682" 0 0 0" 0.066 0.7 0.0 K = 5.60 40.1 100 10 0 11'3" 0" 0.0 13.0 HEAD 3 20.7 134" 0 0 10'11" 8.9 fps 13.7 13.7 0.16 gpm/sq ft 1.682" 0 0 0" 0.143 1.6 0.0 K = 5.60 60.9 100 10 0 10'11" 0" 0.0 13.7 CONTINUED 15.3 psi ACVU C ZAMA 2ND FL REMOTE AREA #1 FLOW (GPM) PIPE Drawing Date:12-7-99 12/ 8/99 8:26 # OF LENGTH FITS FEET PAGE 3 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt FITTINGS LOSS PSI/FT Pf TOTAL ELEVATION Pe Pt Pn ELEV Pv Pdrop PIPE Pn Phead FITS PATH 3 FROM HYDRAULIC REFERENCE 1 TO A4 CONTINUED HEAD 4 21.9 136" 0.17 gpm/sq ft 1.682" K = 5.60 82.7 100 10 0 0 0 0 0 10'6" 12.1 fps 0" 0.253 10'6" 0" 15.3 2.7 0.0 15.3 0.0 15.3 HEAD 5 23.7 1%" 0.18 gpm/sq ft 1.682" K = 5.60 106.4 100 10 0 0 2 0 0 19'0" 15.5 fps 0" 0.403 19'0" 1'6" 17.9 7.7 0.7 17.9 0.0 17.9 REF A4 106.4 gpm PATH 3 K = 20.79 PATH 4 FROM HYDRAULIC REFERENCE 16 TO A2 26.2 psi HEAD 16 26.5 13" 0.20 gpm/sq ft 1.682" K = 5.60 26.5 100 10 0 0 62'11" 2 0 0" 0 62'11" 3.9 fps 0.031 1'6" 22.4 1.9 0.7 22.4 0.0 22.4 REF Al 3" 0 0 3.260" 0 0 26.5 100 10 0 9'3II 0" 9'3" 1.0 fps 0.001 0" 25.0 0.0 0.0 REF A2 26.5 gpm PATH 4 K = 5.30 25.0 psi PACVU C ZAMA 1ST FL Drawing Date: HYDRAULIC DESIGN INFORMATION SHEET Job Name: Location: Drawing Date: Contractor: PACVU C ZAMA 1ST FL 12301 PACIF HWY SO. TUKWILA,WA. MCKINSTRY CO. 5003 3RD AVE. SO. SEATTLE,WA. Designer: H.HARRIS Calculated By:SprinkCALC CSC Systems & Design Construction: NONCOMBUSTIBLE Reviewing Authorities:TUKWILA FIRE DEPT. 11/29/99 12:49 Remote Area Number: 1 Telephone:206-762-3311 Occupancy:OH-1 SYSTEM DESIGN Code:NFPA-13 Hazard:ODINARY GROUP 1 Area of Sprinkler Operation 1950 sq ft Density (gpm/sq ft) 0.15 Area per Sprinkler 400 sq ft Hose Allowance Inside 150 gpm Hose Allowance Outside 100 gpm System Type:DRY Sprinkler or Nozzle Make:CSC Model:GB Size:1/2" K -Factor: 5.60 Temperature Rating:155 CALCULATION SUMMARY 19 Flowing Outlets gpm Required: 673.4 psi Required: 113.2 @ Source WATER SUPPLY Water Flow Test Date of Test Static Pressure Residual Pres At a Flow of Elevation 160.0 psi 112.0 psi 1800 gpm 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Location: Source of Information: SYSTEM VOLUME 381 Gallons Notes: PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 423 72.5 psi Total Loss for 0.0 psi Total Loss for 0.0 psi Hydr Ref R1 Required at 423 72.5 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 423 gpm 156.7 psi SAFETY PRESSURE 84.2 psi Fixed Flow 0 gpm Elevation Change 20'0" 8.7 9 4" Grvd 90 Ell 10' 100 4.000 423 6.9 3 6" Grvd 90 Ell 14' 100 6.000 423 0.4 2 4" Grvd Tee 20' 100 4.000 423 3.1 1 6" Flngd Back Flow Valve "3000ss" d CHART LOSS 423 3.0 1 Pipe 3" 10x21 CSC Grvd 8' 100 3.260 423 1.7 1 Pipe 4" 10x21 CSC Grvd 75' 100 4.260 423 4.2 1 Pipe 6" 10x21 CSC Grvd 1' 100 6.357 423 0.0 1 4" Grvd Butterfly Valve CSC "BFV" 14' 100 4.000 423 1.1 1 3" Flngd Dry Valve CSC "AF" CHART LOSS 423 3.2 1 3" Grvd Tee ? 15' 120 3.000 423 3.3 Fixed Flow FIRE HOSE SLLOWANCE 250 gpm 1 3" Flngd Butterfly Valve CSC "A" 10' 120 3.000 673 5.2 Hydr Ref R1 Required at Source 673 113.2 psi Water Source160.0 psi static,112.0 psi residual @ 1800 gpm 673 gpm 152.2 psi SAFETY PRESSURE 39.1 psi Fixed. Flow FIRE HOSE 250 gpm Available Pressure of 152.2 psi Exceeds Required Pressure of 113.2 psi This is a safety margin of 39.1 psi or 26 % of Supply Maximum Water Velocity is 21.2 fps PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 LEGEND HYD REF K FACTOR SIZE ID C TYPE # FITS Pt Pf Pe Pv Pn Pdrop Phead ELEV PIPE FITS NOTES: Hydraulic reference. Refer to accompanying flow diagram. Flow factor for open head or path where Flow (gpm) = K x -\/P Nominal size of pipe. Actual internal diameter of pipe Hazen Williams pipe roughness factor Type or schedule of pipe. number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell SPEC - Fitting other than above or equivalent length specified Total pressure (psi) at fitting Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID"4.87 Pressure due to change in elevation where Pe = 0.433 x change in elevation Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Normal pressure (psi) where Pn = Pt - Pv Pressure loss in pipe rise or drop to an open head. Pressure at an open head. elevation from branch tee to open head. pipe length from branch tee to open head. fitting equivalent length from branch tee to open head. T - Tee LT - Long Turn 90 Ell fitting with hydraulic by manufacturer. - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are considered on branch lines and cross mains - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths PACVU C ZAMA 1ST FL Drawing Date: REMOTE AREA #1 FLOW (GPM) # OF LENGTH PIPE FITS FEET 11/29/99 PRESSURE SUMMARY 12:49 PAGE 1 BRANCH LINE TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE FITTINGS TOTAL VELOCITY Pt LOSS PSI/FT Pf ELEVATION Pe Pt Pv Pn Pn ELEV Pdrop PIPE Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) HEAD 13 19.5 134" 0.15 gpm/sq ft 1.610" K = 5.60 19.5 100 40 0 0 0 0 0 9'5" 0" 9'5" 3.1 fps 0.022 0" 12.2 12.2 12.2 0.2 0.0 0.0 0.0 12.2 12.2 HEAD 14 19.5 1M" 0.15 gpm/sq ft 1.610" K = 5.60 39.0 100 40 0 0 0 0 0 9'0" 0" 9'0" 6.2 fps 0.078 0" 12.4 12.4 12.1 0.7 0.3 0.0 0.0 12.1 12.1 HEAD 15 19.8 134" 0.15 gpm/sq ft 1.610" K = 5.60 58.8 100 40 0 0 0 0 0 9'0" 0" 9'0" 9.4 fps 0.167 0" 13.1 13.1 12.5 1.5 0.6 0.0 0.0 12.5 12.5 HEAD 16 20.6 134" 0.16 gpm/sq ft 1.610" K = 5.60 79.4 100 40 0 0 0 0 0 9'0" 12.6 fps 0" 0.290 9'0" 0" 14.6 14.6 13.5 2.6 1.1 0.0 0.0 13.5 13.5 HEAD 17 22.0 134" 0.17 gpm/sq ft 1.610" K = 5.60 101.5 100 40 0 0 0 0 0 9'0" 16.1 fps 0" 0.457 9'0" 0" 17.2 17.2 15.5 4.1 1.7 0.0 0.0 15.5 15.5 • HEAD 18 24.2 134" 0.19 gpm/sq ft 1.610" K = 5.60 125.6 100 40 0 0 2 0 0 10'6" 20.0 fps 13'9" 0.678 24'2" 2'3" 21.3 21.3 18.7 16.4 2.6 0.0 1.0 18.7 18.7' REF C1 15.7 234" PATH 5 2.635" K = 2.51 141.3. 100 10 0 0 0 0 0 13'6" 0" 13'6" 8.4 fps 0.077 0" 39.1 39.1 1.0 0.5 0.0 38.6 REF B1 32.9 234" PATH 4 2.635" K = 5.24 174.2 100 10 1 0 0 0 0 75'4" 10.4 fps 5'11" 0.113 81'2" 0" 40.1 40.1 9.2 0.7 0.0 39.4 REF B2 3" 3.260" 174.2 100 10 1 0 1 0 0 37'5" 21'1" 58'6" 6.8 fps 0.040 0" 49.3 2.3 0.0 CONTINUED 53.4 psi PACVU C ZAMA 1ST FL REMOTE AREA #1 Drawing Date: 11/29/99 12:49 FLOW # OF LENGTH (GPM) PIPE FITS FEET PAGE 2 PRESSURE BRANCH LINE SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 13 TO W (PRIMARY PATH) CONTINUED REF A5 249.2 3" 1 0 71'3" 16.4 fps 53.4 53.4 PATH 2 3.260" 1 0 21'1" 0.207 19.7E 1.8 K =34.09 423.4 100 10 0 92'5" 0" 0.0 51.6 REF W 423.4 gpm PATH 1 K = 49.72 72.5 psi PATH 2 FROM HYDRAULIC REFERENCE 7 TO A5 HEAD 7 20.1 1%" 0 0 0.15 gpm/sq ft 1.610" 0 0 K = 5.60 20.1 100 40 0 9'6" 3.2 fps 12.9 12.9 12.9 0" 0.023 0.2 0.0 0.0 9'6" 0" 0.0 12.9 12.9 HEAD 8 20.1 1'%" 0 0 0.15 gpm/sq ft 1.610" 0 0 K = 5.60 40.3 100 40 0 9'6" 6.4 fps 13.2 13.2 12.9 0" 0.083 0.8 0.3 0.0 9'6" 0" 0.0 12.9 12.9 HEAD 9 20.4 1W 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 60.7 100 40 0 9'9" 0" 9'9" 9.7 fps 13.9 13.9 13.3 0.176 1.7 0.6 0.0 0" 0.0 13.3 13.3. HEAD 10 21.4 1%" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 82.0 100 40 0 11'3" 13.1 fps 15.7 15.7 14.5, 0" 0.308 3.5 1.1 0.0 11'3" 0" 0.0 14.5 14.5 HEAD 11 23.3 1'3" 0 0 0.18 gpm/sq ft 1.610" 0 0 K = 5.60 105.3 100 40 0 11'3" 16.8 fps 19.1 19.1 17.3 0" 0.489 5.5 1.9 0.0 11'3" 0" 0.0 17.3 17.3 HEAD 12 26.1 1%" 0.20 gpm/sq ft 1.610" K = 5.60 131.4 100 40 1 0 3'1" 20.9 fps 24.6 24.6 21.8 1 0 9'9" 0.737 9.4 2.9 0.0 0 12'10" 2'3" 1.0 21.8 21.8 REF A2 133.4 2%" 0 0 10'0" 15.7 fps 36.7 36.7 PATH 3 2.635" 0 0 0" 0.245 2.4 1.6 K =22.03 264.8 100 10 0 10'0" 0" 0.0 35.0 CONTINUED 39.1 psi PACVU C ZAMA 1ST FL REMOTE AREA #1 FLOW (GPM) Drawing Date: 11/29/99 12:49 PAGE 3 # OF LENGTH PRESSURE BRANCH LINE PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 ID T LT K FACTOR PIPE C TYPE OTHER PIPE VELOCITY Pt Pt Pn ELEV FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 7 TO A5 CONTINUED REF A3 -15.7 234" 0 0 PATH 5 2.635" 1 0 K =-2.51 249.2 100 10 0 53'8" 14.8 fps 39.1 39.1 11'9" 0.218 14.3 0.0 65'5" 0" 0.0 39.1 REF A4 3" 0 0 3.260" 0 0 249.2 100 10 0 4" 9.7 fps 53.4 0" 0.077 0.0 4" 0" 0.0 REF A5 249.2 gpm PATH 2 K = 34.09 53.4 psi PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 HEAD 1 20.5 13 " 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 20.5 100 40 0 9'6" 3.3 fps 13.3 13.3 13.3 0" 0.024 0.2 0.0 0.0 9'6" 0" 0.0 13.3 13.3 HEAD 2 20.4 1M" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 40.9 100 40 0 9'6" 6.5 fps 13.6 13.6 13.3 0" 0.085 0.8 0.3 0.0 9'6" 0" 0.0 13.3 13.3" HEAD 3 20.8 136" 0 0 0.16 gpm/sq ft 1.610" 0 0 K = 5.60 61.6 100 40 0 9,9" 0" 919" 9.8 fps 14.4 14.4 13.7 0.181 1.8 0.6 0.0- 0" 0.0 13.7 13.7 HEAD 4 21.7 1M" 0 0 0.17 gpm/sq ft 1.610" 0 0 K = 5.60 83.3 100 40 0 11'3" 13.3 fps 16.1 16.1 15.0 0" 0.317 3.6 1.2 0.0 11'3" 0" 0.0 15.0 15.0 HEAD 5 23.6 1M" 0 0 0.18 gpm/sq ft 1.610" 0 0 K = 5.60 106.9 100 40 0 11'3" 17.0 fps 19.7 19.7 17.8 0" 0.503 5.7 1.9 0.0 11'3" 0" 0.0 17.8 17.8 HEAD 6 26.5 1M" 0.20 gpm/sq ft 1.610" K = 5.60 133.4 100 40 1 0 3'1" 21.2 fps 25.4 25.4 22.4 1 .0 9'9" 0.758 9.7 3.0 0.0 0 12'10" 2'3" 1.0 22.4 22.4 CONTINUED 36.0 psi PACVU C ZAMA 1ST FL Drawing Date: 11/29/99 12:49 REMOTE AREA #1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PAGE 4 PATH 3 FROM HYDRAULIC REFERENCE 1 TO A2 CONTINUED REF Al 2%" 0 0 9'6" 7.9 fps 36.0 2.635" 0 0 0" 0.069 0.7 133.4 100 10 0 9'6" 0" 0.0 REF A2 133.4 gpm PATH 3 K = 22.03 36.7 psi PATH 4 FROM HYDRAULIC REFERENCE 19 TO B1 HEAD 19 32.9 13" 0 0 55'11" 5.2 fps 34.5 34.5 34.5 0.25 gpm/sq ft 1.610" 2 0 13'9" 0.057 4.0 0.0 0.0 K = 5.60 32.9 100 40 0 69'7" 2'3" 1.0 34.5 34.5 REF B1 32.9 gpm PATH 4 K = 5.24 39.4 psi PATH 5 FROM HYDRAULIC REFERENCE A3 TO C1 REF A3 15.7 23" 0 0 2'0" 0.9 fps 39.1 39.1 PATH 2 2.635" 0 0 0" 0.001 0.0 0.0 K = 2.51 15.7 100 10 0 2'0" 0" 0.0 39.1 REF C1 15.7 gpm PATH 5 K = 2.51 39.1 psi 0 E I C F THIS AREA IS PRE -ACTION ALL OTHER AREAS THIS FLOOR ARE WET. CONFERENCE "ECEPTION ROOM 2 OFFId OFFICE OFFICE FICE SOFFIT IN CLG R1 AT HEADS IN IST. FFIT WOMEN MEN T T 1 ELLC..00M SYSTEM #3 4 SEE DE°tIL C3/A-801 4 _I _ INSTAL ATIDN OF NE 11 CEILI►t�TILE— ;1, -I I I it BOTTOM OF PIPE CAN E NO LOWER THAN 10'6" 0 ALLOWANCES ON THE B E TRAY SYSTEM #1 FIRE SPRINKLER PLAN - DIGITAL FOREST SCALE 1/8" = 1'-0' DASHED LINE INDICATES SCOPE OF WORK GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER;HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. SPRINKLERS SYM 1 DESCRIPTION TEMP QTY QP'ti CENTRAL GB—QR PEND CHRM/CHRM 1/2" (ADDED) 155' 31 ® CENTRAL GB—QR PEND CHRM/CHRM 1/2" (RELOCATED) 155' 18 0 CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 18 CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 147 R 'TYCO TY -FRB -QR PEND CHRM/CHRM 1/2" (ADDED) 155° 4 TYCO TY -FRB -QR PEND CHRM/CHRM 1/2" (RELOCA TED) 155° 4 OP TYCO TY -FRB -QR UPRIGHT BRASS 1/2" (ADDED) 155° 1 TOTAL THIS SHEET : 9 STRUCTURE 1" X ARMOVER 1" X DROP 1" X 1/2" R.C. PENDANT HEAD SUSPENDED CEILING - RETURN BEND ASSEMBLY HILT] KWIQ BOLT OR HDIP BRANCHLINE SUSPENDED CEILING MI 11 � STRUCTURE 1" X ARMOVER (SEE PLAN) 71" X 1/2" R.C. PENDENT W/ ESCT. TYP. RELOCATE ASSEMBLY FOREMANS PRINT - 01/12/05 RUBS• 1 Fageri,19 3 -05-2174 _ °bon"Spr�nKLet _ ISSUED FOR CONSTRUCTION LL 0 0 U Qr 0 w 0 1 0 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT (Sc FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: DJ CHECKED BY: RF DATE: I-12-05 PROJECT: McK. PROJECT NUMBER: TITLE: PDS ENG I NEER 1 NG BUILDING C - 4TH FLOOR TENANT IMPROVEMENT SHEET: LEI TEINNININW COMMON PATH OF EGRESS TRAVEL EXISTI G SUITE EXISTING SU 208 FLOOR PLAN & EGRESS PLAN 1 /811 = I 1 - 011 Odd. Design per NFPA 13 - Ordinary Hazard - 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means y rY, T y - if= y r i2,3/ �_�, ���, )55 fix% � RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C-CLANP WITH SET SCREW 3/9' ALL THREAD ROD PIPE SWIVEL RING 111111 �- STEEL JOIST/TRUSS HANGER DETAIL NTS (d) = Ductile iron Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but uses a steel electro plated a -bolt td save space and for easier irrslellat10n In tight places. It is ideaI for direct connectlons with sprinkler hoads•and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65-45-12. COATING: Zinc electroplated U - BOLT: Carbon steel SAB grade 2, zlrlc plated. NUT: Carbon steel ASTM A194, zinc plated. GASKET: EPDM (-309F to + 2307) THREADS: MT -3 NPT perANSUASME B1.20.1 MT -9 British standard parallel (BSP) per 6521 >in>~3.�trl>A,064{r; N0MIHA1. 917E 114. MAX, /1. f W091IN0 3;Zi /.6.1.1 IN. alu4Nx .ln.: l9w.9, 1Jrin,n 9 o Af1,1+001. Wil5.H1 EACH iks:. A 1 C 1114112 300 1.19 2,14 1.84 11.20 1.21 7.29 4.93 1 1(9 9 314 300 1.19 2.14 144, 330 151 2.25 0.87 1 114 x 1 300 1,15 227 1.61 3.30 1,21 7.25. 1.09 11/29172 300 1,19 2,23 1.79 3,50 1,2;3 7,25 6.913 11/213/4 300 1.19 225 1.75 7.50 1.33 2.25 0.97 1 12 x 1 703 1319 2.29 1.73 3.70 1.22 2.25 1,35 291/2 :100 1,10 2.51 2.01 3.77 1,21 f 2.76 V.1-17 2 Y 2/4 200 1.15 251 2.01 ;1•-1 1./2 2.225 -I. 0.54 . 1 300 1.19 2,51 t,cll ;t,7r, Tr. 2.25 5.09 - 2 17115.-.7 x 300 '- 1.19 2.7,.% 2.27 4.25 ,.91 2.25 - 9.19 21x5, 314 300 1.19 2.76 2.24 4,23 1.111 2.29 5.04 212 x 1 300 1.19 2.58 •222 4,79 1 In-) ' S 1.14 7.12 •1...' 1 IIn 4.^a I F 3 0.0.. 10 3043 1.19 ? PZ --- U.ni 3 (3.0.8375 131)0 1.19 '2112 7.3.. 4.25 1.90 2.25 0.28 ---1 .;l-_--_- Job 1.1F 2.95 I 5-A /- 4.25 --(Tr .1.1_..- 1 A G FILE COPY R 0 WN FIRE PROTECTION IN CORPORA TED P.O, BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 JOB NAME VOLT DEMISING PLAN igs /47' 12101 TUKWILA INTN'L BLVD BUILDING C, SUITE 210 SEATTLE, WA 98168 DATE: 7-%S-0/ I DRAWN: J JIB 1 SCALE: 1/f� GUARDIAN SECURITY Seattle • Tacoma • Poulsbo • Bellingham Job name: Sabey Building C Job Address: 12101 Tukwila Int Boulevard, Tukwila, WA, Scope of work: 1743 First Avenue South Seattle, WA 98134 Tel: 206.622.6545 Fax: 206.341.9928 Relocate and reprogram 3 Modules from the temporarily decommissioned Riser, to the adjacent room (data center) and monitor the Fire Alarm Panel for Alarm, Trouble and Supervisory. The existing modules are of a Notifier brand : MMX -1. Raedeit Kifle Project Manager - Guardian Security (206) 359 1268 Air n�7 i ? u �. F 2000 MMX -1E & MMX -102E Monitor & Micro Monitor Analogue Addressable Module Section: Intelligent/Addressable Devices FEATURES • Analogue addressable communications • Built-in type identification automatically identifies this device as a monitor module to the control panel • Stable communication technique with high noise immunity • Rotary DECADE 01 to 99 address switches • Common mounting for control, monitor, isolator, and conventional zone monitor • Visible LED blinks every time the module is addressed (optional), and illuminates steady on alarm • Powered directly by 2 -wire loop. No additional power required • Built-in functional test switch activated by external magnet (MMX -1 E) • SEM screws with clamping plates for ease of wiring (MMX -1E) • LPCB and VdS approved GENERAL The MMX -1E Monitor and MMX -102E Micro Monitor modules are designed for use with any NOTIFIER protocol fire alarm control panel. These modules monitor a single input Device Circuit of normally -open dry -contact alarm activation devices. These modules use one of 99 available module addresses on a loop and respond to regular polls from the control panel reporting its type and the status (open/normal/short) of its input device circuit. Two rotary switches enable direct dial entry of DECADE address (01-99) and a label is provided to mark the loop number, address, and device type. A flashing LED on the MMX -1 E Monitor module indicates that the module is in communication with the control panel. The LED latches steady on alarm (subject to current limitations). Ref No. 199501 G294033 Ref No. 199e/01 G296024 INSTALLATION The MMX -1E mounts in the NOTIFIER Multi -Mount Enclosure or an SMB500. The SMB500 may then be installed in a 19" Rack Assembly using NOTIFIER 19" Rack mounting adapters. The MMX -102E mounts in a standard single -gang electrical knock -out box behind the device being monitored. Due to the small size and light weight it does not need to be rigidly mounted. Maximum input circuit length is approximately 750 metres or 2500 feet (20 Ohms maximum). A 47K End -of -Line Resistor (provided) must be fitted to the Monitor modules to terminate the circuit. Mounting hardware and installation instructions are provided with each module. This document is not intended to be used for installation purposes. Every care has been taken in the preparation of this document but no liability can be accepted for the use of the information therein. Design features may be changed or amended without prior notice. For more information, contact NOTIFIER. Charles Avenue, Burgess Hill, West Sussex, RH15 9UF. United Kingdom Phone: +44 (1444) 230300 Fax: +44 (1444) 230888 IS09001 Design, Manufacture and Supply to Quality Management Systems Certified to IS09001:1994 Page 1 of 2 — 990-060 SPECIFICATIONS • Dimensions ✓ MMX-1E:116(w)x118(h)x33 (d). ✓ Weight: 150 g. ✓ MMX -102E: 48 (w) x 40 (h) x 13 (d). ✓ Weight: 33 g. • Current Consumption ✓ 300 NAD 24 VDC (without communication); 375 pA 0 24 VDC (one communication every 5 sec.). ✓ Maximum Alarm Current::. 5 mA 0 24 VDC (with- LED enabled). • Operating Voltage. ✓ 15 to 32 VDC peak. • Environmental Limits ✓ -10°C to 60°C operating temperature. Note: Do not install the MMX -102E in locations where normal ambient temperature range extends beyond 0°C to 50°C. ✓ 10% to 93%, non -condensing relative humidity. Wiring Diagram • MMX -1E From panel/device ORDER NG. INFORMATION Part No. Description MMX -1 MMX -1E Intelligent Monitor module. Mounting options specified below. MMX -102E Intelligent Micro Monitor module. Mounting "Box: 002-445 NOTIFIER Multi -Mount Enclosure. For use with upto two MMX-1E's. SMB500 Surface Mount Box. For use with MMX -1 E. Accessories: 02Q-595 NOTIFIER 6U x 19" Rack Adapter Plate. 230-539-009 Universal Mounting Plate, requires SMB500. Page 2 of 2 — 990-060 • MMX -102E From panel/device 47K EOL Resistor 47K EOL Resistor Without Cc rim-cs O As (1'4 , , ; F•; O Per i the i lac', Later These plans have begin reviewed by Prevention Bureau for c�rif rr iG:'r- standards. Acceptance;n �xE� omissions which d r, a•• standards and ori' -' t adequacy of cies a4,: 7 :_ Additions, deletior s this date will void ire;.: resubmittal of revise( -- r The Tukwila Fire current City - r and -, of adopted for the :ca:dner. - 71.lin s after t�'nt approval. Final acceptance is subs c....: :..e;r and inspection by The Tukwila Fire Prevention Bureau, Date: /0/310 5 By: 1 uKWILA FIRE DEPARTA haat Please call: 575.4 Q and live this job No. 5 -F - /7 / 141d exact address for shut' ,wn or restoration approve NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result M a Re -inspection Fee and termination of the testing. 02/09/2010 08:13 FAX 253 891 4246 CUSTOM! SPRINKLER CORP Z 001/001 CSC FILE CUSTOM SPRINKLER CORPORATION PO BOX 1137 MAPLE VALLEY, WA 98038 PHONE 425-413-9225 FAX 253-891-4246 MOBLE 208.793.7688 February 9, 2010 Tukwila Fire Department Tukwila, WA. Reference: King County Metro /.z/-41884 East Marginal Way S Tukwila, WA. This letter is to inform you that on Thursday 02/11/10, we will be removing two upright sprinkler heads on three lines. The lines will be plugged, the system reenergized, and put back in service. The lines need to be removed, to allow the installation of new structural beams. On Friday 02/12/10, the lines will be reinstalled, and put back in service. Thank you, Custom Sprinkler Corporation Phil France President I'eKWRA FIRE DEPARTM Please call: 575.4402 end give this job No. /O " S and exact address for shut! -town or restoration approval: S 7" 93 c7[%/?'/ 03/08/2010 11:41 FAX 253 891 4246 CUSTOM SPRINKLER CORP CSC CUSTOM SPRINKLER CORPORATION PO BOX 1137 MAPLE VALLEY, WA 98038 PHONE 206-413-9225 February 8, 2010 Tukwila Fire Department Tukwila, WA. Reference: King County Metro 12100 East Marginal Way South Tukwila, WA X001 FILA This letter is to inform you that on Tuesday 03/09/10, we will be removing 2 upright sprinkler heads on three lines. The lines will be plugged, the system reenergized, and put back in service. The lines need to be removed to allow the installation of new structural beams, If you have any questions, please feel free to contact me. Thank you Custom Sprinkler Corp Phil France President toKWILA FIRE DEPARTIffila Please cell: 575.4 and give this job No. /0 OLIO . . and exact address for shot% own or restoratfbn eiporovall © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. Drawings RevO\FA-0.00 FAS Project Info.dwg CAD FILE: M:\Projects\2018\18-1172 Luina TI (NW Laborers) © Gateway Bldg C\05 Engineering\01 CAD Files\FAS PLOT DATE: 19—Oct-2018 LIUNA TI (NW LA OBER) @ GATEWAY BLDG C FIRE ALARM TENANT IMPROVEMENT 12101 TUKWILA INTERNATIONAL BLVD STE 300 TUKWILA WA 98168 SYMBOL LEGEND SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS SUPPLIER PART NUMBER C 1 INTELIJGENT PHOTO SMOKE DETECTOR 4 SQUARE DEEP w/ 3" ROUND RING NOTIFIER FSP -951 w/ B300-6 D 1 PAIR 16AWG TWISTED \ NON SHIELDED FIRE RATED CABLE (FPLP) 609918 RED JACKET w/ NO STRIPE DATA (SLC) CIRCUIT FAX: FAX: U 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 1 REMOTE NAC POWER SUPPLY w/ ONBOARD FCM-1 8.OA, 4- 3.OA NAC & 1- 0.5A AUX POWER PART INCLUDE BACKBOX; SURFACE MOUNi NOTIFIER FCPS-24S8 w/ FCM-1 FcPss 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USING OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE 8 5 WALL HORN w/ STROBE WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETi1NG 4 SQUARE DEEP; MOUNTED AT 80° TO BOTTOM SYSTEM SENSOR P2WL El 7 WALL STROBE: WHITE SEE DEVICE DESIGNATION FOR STROBE cd SETTING 4 SQUARE DEEP; MOUNTED AT 80' TO BOTTOM SYSTEM SENSOR SWL joe.skvarla@redhawkus.com EXT: 1437 PROJECT MANAGER: MIKE McKEE mike.mckee@redhawkus.com (SLC) DESIGNER: KEVIN HAZELWOOD NOTES: 1- DEVICE SUBSCRIPT: NW=NEW RR=REMOVE & RELOCATE EX=EXISTING ID REMAIN AC=ABOVE CEILING RB=RELAY BASE WP=WATERPROOF WG=WIRE GUARD 2- CAKING SHOWN IS FOR CIRCUIT REFERENCE ONLY AND DOES NOT INTENDED TO INDICATE THE EXACT PATHWAY. 3- DEVICES SHOWN ON DRAWINGS IN GRAY SCALE ARE EXISTING DEVICES AND MAY NOT BE INCLUDED IN THIS SYMBOL LEGEND UNLESS NOTED. 4- SET HORN/STROBE DECIBLE SETTING TO LOW FROM FACTORY SETTING OF HIGH, ONLESS OTHERWISE NOTED ON THE DRAWINGS. 5- ALL DEVICES WITH A WP SUBSCRIPT WILL REQUIRE THE USE OF A OUTDOOR OR WP BACKBOX. WIRE LEGEND SYMBOL DESCRIPTION WEST PENN P/N COLOR CODING TYPE OF CIRCUIT APPLICATION NOTES C 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 60993B RED JACKET w/ WHITE STRIPE AUDIBLE (NAC) OR MAC POWER CIRCUIT CONTACT: TERRY MCCABE D 1 PAIR 16AWG TWISTED \ NON SHIELDED FIRE RATED CABLE (FPLP) 609918 RED JACKET w/ NO STRIPE DATA (SLC) CIRCUIT FAX: FAX: U 1 PAIR 14AWG FIRE RATED CABLE (FPLP) 60993B RED JACKET w/ WHITE STRIPE NAC SYNC CIRCUIT FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY NOTES: ## STRIPES ARE NOT REQUIRED, HOWEVER IT DOES MAKE IT EASIER FOR CIRCUIT IDENTIFICATION. 1- WIRE MANUFACTURER IS FOR REFERENCE PURPOSE ONLY. WHEN USING OTHER MANUFACTURE, ENSURE PROPER CROSS REFERENCE 2- FPLP CAN BE USED IN MOST ALL APPLICATIONS WITH THE EXCLUSION OF WET AND CIRCUIT INTEGRITY REQUIREMENTS 3- INSTALL WIRING PER NEC. USE CABLE TYPE CONSISTENT WiTH NEC REQUIREMENTS, IE PLENUM, RISER, UNDERGROUND, ETC. 4- THE "Y" FIBER OPTIC CABLE LISTED IS A BELDEN CABLE PART NUMBER AS WEST PENN NO LONGER SUPPORTS FIBER OPTIC CABLE 5- THIS CABLE MUST BE INSTALLED IN A CONTINUOUS PATH POINT-TO-POiNT. ABSOLUTLEY NO SPLICES ARE ALLOWED. 6- THIS IS A SPECIFIC CABLE, NO ALTERNATES ARE ALLOWED DEVICE DESIGNATION LEGEND: NOTIFIER ONYX SERIES ADDRESSABLE INITIATING DEVICES: CUSTOMER: NAME: HOLMES ELECTRIC BASE 1 FAO.00 ADDRESS: 600 WASHINGTON AVE S. ADDRESS FA2.01 KENT, WA, 98035 St, BASE CONTACT: TERRY MCCABE -- -- 10 ADDRESS FAX: FAX: EMAIL terry.mccabeholmes.com THE DETECTOR & MODULES ON FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY DETECTOR ADDRESS: 21312 30TH DRIVE SE, SUITE #103 ONYX SERIES MAY HAVE or MODULE PHONE: 425.486.2600 FAX: 425-486-2611 THE SAME FIELD ADDRESS LOOP NUMBER joe.skvarla@redhawkus.com EXT: 1437 PROJECT MANAGER: MIKE McKEE mike.mckee@redhawkus.com (SLC) DESIGNER: KEVIN HAZELWOOD kevin.hazelwood@redhawkus.com EXT: 1448 FOR EXAMPLE: ® ° D D D COMPLETE in, o DEVICE ADDRESS '1 : RI s OO@O : r I J' li T 13 .A ' '% 1 7 1M127 I 1 ( NFS-320 = 159 DET + 159 MOD (1 LOOP REMOVE TAB ONOKFOR NFS2-640 = 159 DET + 159 !OD 2 LOOP ADORESSE$100ANDABOVE NFS2-3030 = 159 DET + 159 MOD (10 LOOP NOTIFICATION APPLIANCES: . A A 7 A STROBE: L.F. SOUNDER: AUDIO ONLY: BELL DESINGATION: 5=15cd 9 =95cd 50 =150cd 13 =135cd M =MINI HORN 3 =30cd 0 =110cd 77 =177cd L5 =150cd H = HORN ONLY 6 =60cd 15 =115cd 85 =185cd L7 =177cd F=SPEAKER ONLY 7 =75cd 35 =135cd L8=185cd LF= LOW FREQUENCY 6=6' BELL 8=8' BELL 10 =10' BELL 12 =12" BELL NOTE: A "INP" ADJACENT TO THE DEVICE 61D GATES THAT THE DEVICE IS OUTDOOR RATED NOTIFICATION /VISUAL CIRCUITS: CIRCUIT TYPE: FLOOR THAT P.S. IS ON 'C" = FACP NAC CIRCUIT 'N"=APS NAC CIRCUIT POWER SUPPLY D 'P"=24VDC POWER CIRCUIT "R" = 24VDC RESET POWER CIRCUIT i i SUB-CRCUTTNUMBER 'S" = STROBE CIRCUIT 'V'=AIRISERCRC9iCUfr °Z° = AUDIO RISER CIRCUtf rn0O V>< - O N1A2 COMPLETE SYSTEM SENSOR V SERIES .,..--i-2 7\‘1\[ I\ 1 �8 HORNS DEVICES LOA It I 1I L0 _ ',1 �, 1.,,,',--- & CHIMES TEMVPA 3 I �! I I I JIM 1E , 1 i 3 I II ley' i i i 11(112 1,0!1 -it <11�1�;-S , ,n II AUDIO SELECTOR I 1/1 I; (,, 1 r 'i_ iEIPOR [ CM ` " '' � � WHEELOCK HORNS: EXCEEDER SERIES DEVICES �_ , M I 1 ' g - . i SYMBOL & WIRE STYLE IDENTIFICATION J-BOX S 2C,D 6 S WIREiCABLE INDENTIFIER 2C = 2 TYPE'C" CABLES D =1 TYPED" CABLE 5 1 s CABLE INSTALLATION TYPES OPEN CABLE RACEWAY C7 LJ LJ 5- -2HR- - - -2HR- -5. -.. ..- -5 X )0( END of LINE RESISTOR DEMO OR REMOVE EQUIPMENT FROM SERVICE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 1 of 3 NEC APPROVED 2HR METHODS OF PROTECTION AC POWER(120, 240 or 480VAC) --o'-ENLARGECVIEW BOUNDRY - TOP TOP LINE IN0iCATES THE DETAIL # BOTTOM LINE INDICATES THE SHEET # - - ELEVATION DETAIL FLAG NOTE SHEET NOTE ADA ROOM, AREA OR ZONE BOUNDRIES 2HR RATED WALL 1 HR RATED WALL Xx 10'-0" ATC CEILING INFO EQUIPMENT NOTE FULL HEIGHT WALL PARTIAL HEIGHT WALL INSTALLATION & GENERAL WIRING NOTES: GENERAL NOTES: 1. NSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WiRE ROUTING iS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 5. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE* RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 6. AS-BUILTS: 6.1. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. 6.2. AS-BUILTS SHALL BE KEPT ORDERLY AND BE CLEARLY MARKED WITH DIFFERENT COLOR PENS FOR EACH CIRCUIT AND/OR CIRCUIT TYPE. AS-BUILTS MUST INDICATE CHANGES TO THE FINAL DEVICE INSTALLED LOCATIONS IF NOT INSTALLED AT LOCATION SHOWN ON DESIGN DOCUMENTS. 6.3. AS -BUILT REDLINES NOT PROVIDING THIS INFORMATION WILL BE RETURNED TO THE INSTALLATION CONTRACTOR FOR CORRECTION. REDHAWK FIRE & SECURITY IS NOT RESPONSIBLE FOR THESE DELAYS. 7. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE Wf1H REDHAWK FIRE & SECURITY PROJECT MANAGER. 8. ALL REDHAWK FIRE & SECURITY FIELD SERVICES MUST BE SCHEDULED WiTH REDHAWK FIRE & SECURITY PROJECT MANAGER WiTH A MINIMUM OF 14 WORKING DAYS ADVANCE NOTICE. 9. 00 NOT INSTALL LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED CABLES. FIRE ALARM SPECIFIC NOTES: 1. SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 36' OF ANY AIR DIFFUSER. 2. 2013 NFPA 72-17.7.1.11 REQUIRES THAT SMOKE DETECTORS SHALL NOT BE INSTALLED UNTiL AFTER FINAL CONSTRUCTION CLEAN-UP. 2.1. ANY SMOKE DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS. 3. WALL MOUNTED NOTIFICATION DEVICES BACKBOX BETWEEN A MINIMUM OF 80" AFF TO A MAXIMUM OF 96" AFF. 3.1. DEVICES THAT ARE UNABLE TO BE MOUNTED WHIN THAT RANGE MUST BE VERIFIED BY REDHAWK FIRE & SECURITY PRIOR TO INSTALLATION. 3.2. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 4. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT A HEIGHT NO GREATER THAN 48° TO TOP AND NO LOWER THAN 36" TO BOTTOM (PER ADA REQUIREMENTS). 5. FIELD VERIFY ALL SPRINKLER MONITORING DEVICES WITH FIRE PROTECTION CONTRACTOR 6. FIELD VERIFY ALL HVAC, FAN CONTROL, FIRE/SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS WiTH MECHANICAL CONTRACTOR 7. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 8. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. 8.1. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY FiELD TECHNICIAN. 9. THE SYSTEM SHALL BE MONITORED BY A U.L LISTED MONITORING STATION BEFORE . AHJ TEST. 10. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK FIRE & SECURITY REQUIRED ELECTRICAL RED LINES WiTHIN 2 WEEKS PRIOR TO AHJ ILSIS. 10.1. EACH CIRCUIT (SLC, NAC OR POWER) MUST BE CLEARLY IDENTIFIED WITH A DISTINCT COLOR 10.2. EACH NAC CIRCUIT MUST BE CLEARLY MARKED AS TO WHICH DEVICES ARE ON EACH CIRCUIT AND IN THE ORDER THE DEVICES ARE WIRED TO COMPLETE THE CIRCUIT. PROJECT CONTACT INFORMATION: SHEET iI CUSTOMER: NAME: HOLMES ELECTRIC 1 FAO.00 ADDRESS: 600 WASHINGTON AVE S. 2 FA2.01 KENT, WA, 98035 St, CONTACT: TERRY MCCABE -- -- PHONE: 253-234-2867 FAX: FAX: EMAIL terry.mccabeholmes.com FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425.486.2600 FAX: 425-486-2611 SALESMAN: JOE SKVARLA joe.skvarla@redhawkus.com EXT: 1437 PROJECT MANAGER: MIKE McKEE mike.mckee@redhawkus.com EXT: 1432 DESIGNER: KEVIN HAZELWOOD kevin.hazelwood@redhawkus.com EXT: 1448 SHEET SCHEDULE: PAGE iI SHEET iI DESCRIPTION 1 FAO.00 GENERAL NOTES & INFO 2 FA2.01 FIRE ALARM SYSTEM - FIRST FLOOR St, -- -- -- End of List -- N.I.C.E.T. CERTIFICATION STATEMENT 1. THESE FiRE ALARM DRAWINGS HAVE BEEN RED PER THE SHEET SCHEDULE NOTED 2. 3. 4. 5. BR N VANDERHEYDEN u`ZzAzo1g EXPIRES: 1010312021 AHJ APPROVALS: ❑Without Comments Er As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'ention Bureau for conformance with current City ndards. Acceptance is subject to errors and o.: il,.:sio is which do not authorize violations of adopted -z,ndards and ordinances. The responslb lity for the `:'yuacy of desl_gi; rests totally with the designer. r :lditians, detior Ie,visions to these drawings after :ills date v it ,icy t ? u.cceptance and will require a resubmlttc+i a °Et, '' d avvings for subsequent approval. Final acceptance it., sublect to field test and inspection by The Tukwila ti~ et M evenr,,on Bureau. Date: l (- L;. -1(4 6y. f I I TUKWILA FIRE DEPARTMafr Please call 206-575-44M7 and give this Fare Permit No. and exact address for shut- down or restoration approval. MO CCT 22 2010 TU '' ' ILA FIRE cc WHEN PRINTED ON ARCH -D (24x36) W rte.-oss 14'I liAggid; i .n n .n .n ..d hI St, L3 a g pg SCALE: DEVELOPMENT RELEASE DATE: 1011012018 GENERAL NOTES & INFO FA0.00 © COPYRIGHT REDHAWK FIRE & SECURITY SEATTLE: ALL RIGHTS RESERVED. Drawings RevO\FA-2.0 CAD FILE: M:\Projects\2018\18-1172 Luina TI (NW Laborers) 0 Gateway Bldg C\05 Engineering\01 CAD Files\FAS PLOT DATE: 19—Oct-2018 r it r_ -1r N1-1 4.7K C 6 COPIER 1 08 I BREAK ROOM/ KITCHEN 361 SF --T 1- I Lj SER. RM 1 07 1 RECEPTION 10 C>- C IF 11 CONFERENCE -ODM OFFICE 1 06 OFFICE STORAGE I 1 12 1 1 05 1 OFFICE 1 04 1 DEDICATED ..�. VP FCPSB D ' 1 FROM�ACP�Q ' 2U c�-D FROM CLOSET SLC DEVICE OFFICE OFFICE 1_112_1 FIRST FLOOR - FIRE ALARM SYSTEM SCALE: 1/8" = 1'-0" 1 L- 11 SCALE: e" =1 %0" 16 8 6 4 2 0 WHEN PRINTED ON ARCH D (24x36) 100% PERMIT SUBMITTAL SET zd's � Y1.; W t�� -oss a 1 L""iiii 1 I I $ua 1 §g Wind LL Cn ce 4406 ,13 a)LI Na3 ao Fi O S 90Pit >14 EP(' 41 W 43! clus, O Q1-01 SCALE: 118" =1'.0 DEVELOPMENT RELEASE DATE: 10/10/2018 FIRE ALARM SYSTEM FIRST FLOOR FA2.01 SCOPE OF WORK (REVISION CLOUDS SHOW THE ONLY WORK ON THIS ADDITION. ALL OTHER EQUIPMENT IS EXISTING) NEW AC -6 IS BEING INSTALLED AND DEDICATED TO PROVIDE AC TO BATTERY ROOM 421 INSTEAD OF AC -1 AS EXISTING AC IS SUPPLIED. - INSTALL AC -6 EMERGENCY DAMPER OPEN SWITCH ('HUES' PROVIDED BY VECA) TO RE-ESTABLISH AC FROM AC -1 IN THE EVENT OF AC -6 FAILURE. - INSTALL MINI FRCM WITHIN THE AC -6 HUES TO MONITOR NORMALLY OPEN CONTACTS AS A SUPERVISORY SIGNAL - RELOCATE FSD-7 FROM CR2 TO CR3 FOR CONTROL AND WIRE AS SHOWN IN HVES WIRING DIAGRAM BELOW. - WIRE NEW FSD-8A IN PARALLEL WITH EXISTING FSD-8 AND FSD-7. - ADD AC -6 INTERLOCK CIRCUIT TO THE NOW VACANT (FSD-7 REMOVED) CONTACTS ON CR2. - INSTALL FRCM FOR MONITORING OF THE FACTORY SUPPLIED SMOKE DETECTOR IN AC -6. - PROGRAM ADDED FRCM MONITOR MODULES IN TO THE CHEETAH FRE ALARM CONTROL SISTDM. NOTE: DAMPERS FSD-7, FSD-8, AND FSD8A WILL NOW BE NORMALLY DE -ENERGIZED AND CLOSED. FSD-8 FILE COPY CR5 EPO R2M[ 1011 L:__1 ___l J 1 r - -r HSA2-2-7 BATTERY ROOM FLAG NOTES 1. NEW AC -6 INTERLOCK CIRCUIT TO BE PUT ON CR2. CURRENTLY CR2 SHUTS DOWN EF -1 AND FSD-7. FSD-7 WIRING IS TO BE RELOCATED IN SERIES WITH EXISTING FSD-8 AND NEW FSD-8A. 2. NEW HVAC EMERCENCY DAMPER OPEN SWITCH (PROVIDED BY VECA ELECTRIC) TO BE INSTALLED AS SHOWN IN HUES WIRING DIAGRAM. INSTALL NEW MINI FROM MONITOR MODULE [1054]. Tits IS TO BE USED UPON AC -6 FAILURE 3. NEW FSD-8A TO BE WIRED IN SERIES W/ EXISTING FSD-8 AND EXISTING RELOCATED FSD-7. 4. EXISTING FSD-7 TO BE WIRED IN SERIES W/ EXISTING FSD-8 AND NEW FSD-8A 5. ACQUIRE SLC WIRING FOR NEW SLC EGUIOPMENT FROM EXISTING MINI FRCM [1028]. DO NOT T -TAP. 6. INTERNAL SMOKE DETECTOR FOR AC -6 MUST BE MONITORED BY NEW FRCM. SEE SHEET 2133-4.0 FOR WIRING DIAGRAM OF DUCT DETECTOR. 7. DAMPERS FSD-7, FSD-8, AND FSD-8A ARE TO BE WIRED TO EXISTING CR3 AS SHOWN IN HVES WIRING DIAGRAM. NOTE: DAMPERS FSD-7, FSD-8, AND FSD8A WILL NOW BE NORMALLY DE -ENERGIZED AND CLOSED. FSD-6 FSD- 7 1 © FRCM 1054] BA2-3 CR2 0020 R2M .SD -8A r _ T _ _J—_J__J _ , r _ T J [ 1026 2 I 1027 SLC FROM PREVIOUS DEVIL E SLC TO NEXT DEVICE tfl3-] r` -7---17M-3771‘ I A' 1 1 y L _ _ J__ _ J L_ L_ 10101010110 HIES OPBWE:81AL DESCRIPTION; SWITCH IN NORMAL OPERATION POSITION DAMPERS DO NOT HAVE POWER SUPPUED AND ARE CLOSED. AC -6 IS SUPPLYING DEDICATED AIR. 101010101 HVES WIRING DIAGRAM LEGEND 1 PRE -ACTION & FM -200 CONTROL PANEL IPOSI STU SUBSCRIBER TERMINAL UNIT X • DUCT SMOKE DETECTOR �M MANUAL RELEASE STATION (�A ABORT STATION HORN/STROBE 8 BELL tr DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FRCM FAST RESPONSE CONTACT MONITOR SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) IFRCMI ISRMI SOLENOID RELEASING MODULE 1-'4E) DAMPER SUPERVISED OUTPUT MODULE R M DUAL RELAY MODULE f� AGENT RELEASING MODULE IAPSI TS (XXX 1 031 BH/S PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOD ALARM PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINK. STaiLM) TAMPER SWITCH DEVICE ADDRESS BFAP HORN/STROBE FM -200 ZONE Al OR A2 ALARM WITH SWITCH IN NORMAL OPERATION =DOE CR2 SWITCHES STATES TO INTERRUPT POWER CIRCUIT. DAMPERS REMAIN CLOSED AND INHIBITS OPENING DAMPERS VIA THE HUES SWITCH. SWITCH IN EMERGENCY OPERATION POSITION DAMPERS ARE PROVIDED POWER FROM CR2 CONTACTS AND OPEN. FRCM [1054] SENDS SUPERVISORY SIGNAL TO CHEETAH CONTROL PANEL FM -200 ZONE Al OR A2 ALARM WITH SWITCH IN FMFRGENCY OPERATION BraEDDN CR2 SWITCHES STATES TO INTERRUPT POWER CIRCUIT. DAMPERS CLOSE. __J FLOOR PLAN SCALE: 1/4' = 1'0' SRM [ 1031 REV K ITEM Ott 1 1 2 1 P/N 09-1430 BILL OF MATERIALS DESCRIPTION BACKBOX MFG 55-020 55-019 FAST RESPONSE CONTACT MONITOR -MN FAST RESPONSE CONTACT MONITOR HKE FAKE K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB/ 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB{ 07-1384 07/08/08 G AS—BULT JOB/ 07-2075 05/20/08 F NEW WORK UNDER JOB/ 07-2075 12/17/07 REV. / DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA A1-1-15cd\ AREA OF WORK 0 PAID TRANE 15T A/C6 DEDICATED TO BATTERY ROOM 421 LOCATED ABOVE. IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' N+ OCT - 7 2010 TUKEkiirwtoot CLEAN AGENT & PRE—ACTION DETECTION & CONTROL 7661 15911-1 PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE XX/XX/XX PROJECT MGR: JAS DIGITAL FOREST TUKWILA WA APPROVED 8Y: RFV ORIGINATING JOB NO.: 00-2133 MS NIORwlpx ISM MCKIM K ME CIE? EOIIRLEa =MIN INC. E B SAESIIm N WwoorE MO O Nm TO E OECL® OS 0I1IIIG +mart SEEM 0500 MOA MAC u8 EQUIPMENT IaSYAE, EC. SCALE: AS NOTED JOB NO• 09-1430 / OF SHEETS 3 DRAWING NO.: 2133-02.0 120VAC FROM PANEL 48-17 COMMON ALARM TROUBLE PRE -ACTION WATERFLOW PRE ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY_ S82-2-1548 e- / 2B 7 S42-1-15cd 28 -TO BUILDING ARE ALARM PANEL. 8Y SITE ELECTRICIAN CLOSE DAMPERS FM -200 ZONE A2 FSD-1 THROUGH FS2-6 1642-3-75cd SHUTDOWN AC -1 28 — 28 [1005] (1014) CHEETAH PRE -ACTION & FM -200 CONTROL PANEL [1001] [ 10021 1 1 Nan 1 (1004 ] F6A2-2-75cd SHUT DOWN EXH FAN EF -1 I— —1 81 SA2-2-1548 28 1 512-1-15 d 2B FM -200 FM -200 TANK 2 TANK 3 [1017] [1018) [1019] [1020] (1022) [ wit [1024) [1025] [1026] [1027] ( 1031 ] [1032) [1034] [1035) [1036) EPO HSA2-4-7548 T-2B 2B CLOSE DAMPERS FM -200 ZONE Al COLOCATE #1 & /2 3 L4B-17 12a/C BY 511E ELECTRICIAN 2 ALARM APS LOW AIR LPSI SOLEN011 SOL 2B1 [70371 (10381 [10391 [1040] BB -2 2B BB -1 2B [1012] [1042] [1043) [1044] [1045] [10461 (1047] CLOSE DAMPERS ECARO-25 ZONE B COLOCATE /2 FSD-17 FSD-16 FSD-15 FSD-14 28 120VAC BY S11E D.ECf9CIAN 0 0 0 +-11 FS0-12 ECARO-25 • TANK 2-1 [ 10491 If 1051 LL05J (1053 J (1006) ECARO-25 TANK 2-2 N.- 28 SLC LOOP 2 [20101 [2017) [2012] [2013] [2023) ( O, [2014] [2015) [2016] \Acugii4VDC 120VAC 120YAC EELiECTRUMICR61 CLOSE DAMPERS FM -200 ZONE B OR C COLOCATE /2 & DC -3 150-19 INFERNAL AC -4 �2B I I— —I 2B1 SC -1-1548 28 120VAC rESITE 0121 a-28 M.- 2B CLOSE DAMPERS ECARO-25 ZONE C IARMI 00-3 2A ECARO-25 TANK C-1 [2039) 4B AUX 24VDC (2077) (2018] [20401 48 INFERNAL AC -2 ©, 12.76..1 [2019] [2020] [2036) (204I1) SHUT DOWN RTU AC -4 2B ICR17I 4. 28 [20471 1 [2018]1 1 [2049] i -2A (0 [2044] (20451 [20461 4B h15cd 28 SHUT DOWN RTU AC -3 TCR10I �M❑i 4r- 2B 1 �2B1 [20351 [2021] [2022] 1 [20241 I 1 [2025) 1 [2005] (2027) [2038] ALARM LOW AIR SOLENC TAMPER PRE -ACTION SYSTEM p ZONE #2 PIPING SLC LOOP 3 X28 e„2B rel � (30251 [30261 BPCP SLC LOOP 4 SOFTWARE] ZONE 1 & 2 DISABLE >- 28 PRE -ACTION SYSTEM PIPING [20371 ALARM IAPSI LOW AIR ILPSI SOLENOII -{SOLI TAMPER -TSJ 2B X28 —28 —2B [3028] II I I RN ro02J `SOFTWARE ZONE 3 DISABLE 28 2B [20521 261 II (203) 1 (20331 PRE -ACTION SYSTEM /1 ZONE #3 PIPING ECARO-25 TANK 2-3 ARM 4� 2B SRM (2034.1 OP ( c ( 30031 [30041 [3014] (3010[ [30291 [3030] [30311 [1007) Dm] TAMPER TS d- 28 IFRcNI (1009) PRE -ACTION SYSTEM f3 ZONE /1 PIPING FLAGNOTES 1. NEW AC -6 INTERLOCK CIRCUIT TO BE PUT ON CR2. CURRENTLY CR2 SHUTS DOWN EF -1 AND BD -7. FSD-7 WIRING IS TO BE RELOCATED IN SERIES WITH EXISTING 130-8 AND NEW FS0-8A 2. NEW HVAC EMERGENCY DAMPER OPEN SWITCH (PROVIDED BY VEGA ELECTRIC) TO BE INSTALLED AS SHOWN ON SHEET 2133-2.0. INSTALL NEW IAN FRCM MONITOR MODULE [1054]. THIS IS TO BE USED UPON AC -6 FAILURE. 3. NEW FSD-8A TO 86 WIRED IN SERIES W/ EXISTING F50-8 AND EXISTING RELOCATED F5D-7. 4. EXISTING FSD-7 TO BE WIRED IN SERIES W/ EXISBNG FSD-8 AND NEW FSD-8A 5. ACQUIRE SLC WIRING FOR NEW SLC EQUKPMENT FROM EXISTING MINI FRCM [1028]. DO NOT T -TAP. 6. FACTOR INSTALLED DUCT DETECTOR FOR AC -6 MUST BE MONITORED BY NEW FRCM. SEE SHEET 2133-4.0 FOR WIRING DIAGRAM OF DUCT DETECTOR. NOTE DAMPERS F5D-7, FSD-8, AND FSD8A WILL NOW BE NORMALLY DE -ENERGIZED AND CLOSED. LEGEND IPACPI IFRCMI WIRE LEGEND e A = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOIJD, BELDEN 9574/WPW 975 FOR SIGNALING UNE CIRCUITS. ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B - SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER UNITED CIRCUIT). C - SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOUD, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR GRCU115 NEE; FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. PRE -ACTION & FM -200 CONTROL PANEL SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, I=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR IM011 SYNCHRONIZATION MODULE IARMI GEM SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID APS ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LPS LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) 1 TS [XXX] TAMPER SWITCH DEVICE ADDRESS K AC -6 ADDITION AC -4 REVISIONS JOB/ 09-1300 05 2709 03 2409 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER J68/ 07-1384 07/08/08 G AS-BULT JOB/ 07-2075 05/20/08 NEW WORK UNDER JOB/ 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 15961 PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: XX/XX/XX PROJECT MGR: JAS DIGITAL FOREST TUKWILA WA APPROVED BY: RFV ORIGINATING JOB NO.: 00-2133 nM 1608.1801 8 TE IMMO' Cr TME CNV 18881EN1 IOMM'. 4A:. 6 8 888181374 808111111118110911118)6)686 UMOIIO 1911601 MINIMI 8484)04 FAW EINE CHEF E01M6DN 801888, MC. SCALE: AS NOTED JOB NO• 09-1430 OF SHEETS 3 DRAWING NO.: 2133-03.0 ALARM TROUBLE TO BUILDING FIRE ALARM PANEL CONTACTS (NOT CRM4 CONTACTS) L 0 P1 0 24V 0245 -084T ()RAT 0 F1 7.5E FUSE 154 FUSE F2 PANEL MOUNTED CRM4(s REFER TO WIRING DIAGRAM THIS SHEET. P2 0 T mum N.O. HELD CLOSED 0 0 [ra[0o Protection Systems O PRE -ALARM WARNING O FIRE ALARM O SUPERVISORY 0 TROUBLE RESET ALARM SILENCE 0AC POWER O ALARM SILENCE 0 SUPERVISORY SILENCE 0 TROUBLE SILENCE DRILL STEP LPA) EFGH 2 MKL J MNOP 4 0057 52 e I SPECS. la 0 13 15 14 2A FUSE 2A FUSE 2A FUSE SUPPLEMENTARY LOOP MODULE SLM 10-2203 M moo_ Op QO +0 + +0 O 0 AUDIBLE CIRCUITS P4 4850 485)0 RESO R60 AU)(0 AU%)+ TO COLOCATE #3 ADDRESSABLE DEVICES Aux CI, TO COLOCATE #2 AUxOk- POWERED DEVICES P5 P6 (BLACK) (RED) RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY g m (GREEN) GROUND TO CABINET STAND-OFF (YELLOW) 12V/17 AH BATTERY 12V/17 AH BATTERY SUPERVISED BATTERIES (2) 24VDC 0 12V-17 All MAX. CHARGE CURRENT 3A MAX. DISCH. CURRENT ISA CONTACT RATINGS: 2A 0 30VDC 0.5A 0 110VAC \\\ ED P41 H N G, SUPERVISED POWER INPUT PNL: 4B-17 120VAC 0 2A 50/60 HZ C .101 PRthifIC 1 °.FLAP J° 1 °.RANGY %° NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 100000000001 PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY CRM4 WIRING DIAGRAM NOT TO SCALE ITO BUILDING FIRE ALARM TO COLOCATE /3 POWERED DEVICES TO COLOCATE /2 ADDRESSABLE DEVICES ANALOG PHOTOTELECTRIC SENSOR (P/N 63-1021) WITH 6' BASE OR ANALOG IONIZATION SENSOR (P/N 67-1032) WITH 6" BASE (TYPICAL) zo cnBo„ 3 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) NOTE: WIRING IS TYPICAL FOR ALL DEVICES, ACTUAL SEQUENCE OF DEVICES IS SHOWN ON THE RISER DIAGRAM. CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE SLC LOOP TO (+) NEXT DEVICE t - 000000 u1 N?_ FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) 120VAC (8Y SITE ELECTRICIAN) 90 tD Ao Bio Co 2N 1_120_1 W 22020 /240 SAC DUCT DETECTOR f 8 7 N.C. C SUPERVISORY TROUBLE 3 14 4 CLOSES CLOSES IMM P 5 +24VDC 000000 SUPERVISED OUTPUT MODULE (P/N 55-021) o 3 R )1 0 TO A/C UNIT STOP CIRCUIT BY SITE ELECTRICIAN DH100ACDC DUCT SMOKE DETECTOR SYNC MODULE (MDL) l pq'-j IX1N CTL 11 OZONE 1 01+IONE 2 0(-) 01+ VE IN (+ (- 2.2K Z2 (-0 TRBL (0)0 (-Ye 0 SV (0) (-)0 10K EOL WHERE SYNCHRONZATION IS NOT REQUIRED USE DETAIL SHOWN AT LEFT. 990kk000 - > S 3 0 'o SUPERVISED OUTPUT MODULE (P/N 55-021) 3 817817 itec) SHUTDOWN EXH FAN DAMPERS 120,81 SIATCN LEG 120VAC HOT WHEN ONLY ONE TANK IS CONNECTED INSTALL THE END OF UNE RESISTOR HERE. /GENT RELEASE MODULE O LLE e GRN bibIo1 100o1010 ,7i jlQ + + L O O H H X X + 1 SOLENOID RELEASING MODULE 55-022 SRM 120VAC SMTCH LEG 120VAC HOT AUX 24VDC TO NEXT DEVICE REQUIRING POWER 1010101010101 NC C NO NC C NO o MR -201/C 0 24 120 240 1010101 (+) CTL RELAY CR -X P 1'1)1)1)1) g 55-023 R2M 0 o d T ItT TO TANK (GENT RELEASE MODULE,,. EOL O /EL 2.71( A TO PRE -ACTION SOLENOID M ?IV0101oI0I0Io 2 2 + 1 O N N i N pm+ 1+ a1 SOLENOID RELEASING MODULE 55-022 SRM TO TANK K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB/ 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB/ 07-1384 07/08/08 G AS -BUILT JOB% 07-2075 05/20/08 F NEW WORK UNDER JOBS 07-2075 12/17/07 REV. / DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE XX/XX/XX PROJECT MGR: JAS APPROVED 8Y: RFV DIGITAL FOREST TUKWILA WA ORIGINATING JOB NO.: 00-2133 1)0 N*81N1YN IS RC PROPERTY EP RYE 007 EN.PNM COMMIS. 110. R 8OBYT1EO Al C41s150 E se 18 NOR TO BE 0 OR OWED 5)1081 PRISM RN®NI 10818008884.80 in SCALE: AS NOTED JOB ND” 09-1430 9 OF SHEETS: 3 DRAWING NO.: 2133-04.0 ACCEPTED UT Without Comments o As Noted in Red O Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawingsafter this date will void this acceptance and will require -a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. I Date:_ 10 "i l _ l 0 By: AVI .(1 1 kaittsu A FIRE DEPART*IM Please call: 575.47 and give this Job and exact address for shut, down or restoration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result ; i REV 0 10-1580 SCOPE OF WORK INSTALL NEW FRCM MONITOR MODULE TO MONITOR INTERNAL SMOKE DETECTOR IN NEW AC -5 ROOFTOP UNIT. INSTALL NEW R2M AND R -20E RELAY AND CONTROL MODULES FOR AC -5 SHUT DOWN ON 2ND DETECTOR ZONE B ALARM. (REVISION CLOUDS SHOW THE ONLY WORK ON NIS AD0010N. ALL OTHER EQUIPMENT IS EXISTING) FLAGNOTES 1. USE EXISTING SOM 1048 AS POINT OF CONNECTION FOR SLC -1 AND 24VDC POWER TO NEW EQUIPMENT UNDER JOB/ 10-1580. DO NOT T -TAP. 2. NEW FRCM MONITOR MODULE TO MONITOR AC -5 INTERNAL SMOKE DETECTOR. SEE SHEET 2133-4.0 FOR WIRING DIAGRAM OF DUCT DETECTOR. 3. NEW R2M RELAY MODULE MUST SHUT DOWN ROOF TOP UNIT AC -5 THROUGH NEW CR16 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. LOCATE THIS DEVICE WITHIN 3' OF 24VDC POWER SOURCE. DO NOT T -TAP. 4. NEW CR16 SEE SHEET 4.1 FOR WIRING DETAIL NOTE: AC -5 IS LOCATED DIRECTLY ABOVE THIS SPACE. SEE SHEET 2.1 FOR REFERENCE. THE AC -5 INSTALLA11ON IS IDENTICAL. TO EXISTING AC UNITS. THERE ARE NO SMOKE FIRE DAMPERS BEING INSTALLED. THERE IS ONE INTERNAL SMOKE DETECTOR IN AC -5 AND THE FIRE SYSTEM INTERLOCK SHALL BE IDENTICAL TO THE EXISTING UNITS. LEGEND PRE -ACTION & ECARO-25 CONTROL PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, I=IONIZATION, D=DUCT) • DUCT SMOKE DETECTOR ❑M MANUAL RELEASE STATION LJ ABORT STATION ®Q HORN/STROBE 8 BELL C( DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FROM FAST RESPONSE CONTACT MONITOR SOLENOID RELEASING MODULE DAMPER SUPERVISED OUTPUT MODULE DUAL RELAY MODULE ♦ AGENT RELEASING MODULE POS PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) TS TAMPER SWITCH [ XXX / DEVICE ADDRESS EY1 BFAP HORN/STROBE BH/S A REV 0 WORK INCLDIJES SHEETS: 2.0, 2.0E 2.1, 3.0, 4.1, AND 4.2 ONLY. 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB/ 09-2040 06/18/09 AC -6 ADDITION 05/27/09 J AC -4 REVISIONS JOB/ 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 REV. / DESCRIPTION DATE REVL REM 01Y 1 2 2 P/N 55-019 FAST RESPONSE CONTACT MODULE - STANIARE 4 S0. BACKBO0 R -20E CONTROL RELAY, DPDT 10-1580 BILL OF MATERIALS DESORPTION BACKBOX MFG F1KE ROnMER PRE-ACTION/CLEAN AGENT PANEL BATTERY CALCULATIONS STANDBY CURRENT DRAW AUX POWER SUBTOTAL QUANTITY DEVICE TOTAL (mW per device) 1 Cheetah System Controller 250.00 mA 1 CRM -4 0.00 ,M 3 Communication Loop 30 FRCM 0.46 mA 11 SOM 0.32 mA 7 SRM -ARM 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 1M 3 SRM -SOLENOID 11 R2M 27 Photoelectric Detector 21 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION 100P (mA per device) 0.00 mit 13.80 mA 3.52 mA 1.89 mA 0.81 mA 5.94 mA 14.00 rM 10.50 mA TOTAL STANDBY CURRENT QUANTITY DEVICE ALARM CURRENT DRAW AUX POWER SUBTOTAL (mA per device) 1 Cheetah System Controller 250.00 mA I CRM -4 10.00 mA 3 Communication Loop 30 FRCM 0.46 mA 11 506 0.32 mA 7 SR11-9194 0.27 mA 3 SRM -SOLENOID 0.27 mA 11 R2M 0.54 mA 27 Photoelectric Detector 0.50 nA 21 Ionization Detector 0.50 mA TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 11 R -20E RELAY 7 Bels 2 MCL Synch Module 4 Hom/Strobe 75cd 1 Hom/Strobe 15cd 9 Dischorue Strobe (mA per device) 0.53 mA 10.00 rM 1.20 mW 69.43 mA 30.00 nM 30.00 mA 16.00 mA 148.00 mA 78.00 rM 53.00 mA 13.80 mA 9.35 71.89 mA 4.41 mA 5.94 mA 14.00 mA 10.50 mA 330.00 mA 210.00 mA 32.00 mA 592.00 mA 78.00 rM 477.00 mA (mA needed) 250.00 mA 0.00 mA 50.48 1M 300.48 mA TOTAL (mA needed) 250.00 mA 10.00 mA TOTAL ALARM CURRENT BATTERY REQUIREMENT CALCULATIONS 24141S OF STANDBY 5 MNUTE5 OF ALARM TOTAL AMP/HOURS REWIRED INCLUCING420% RESERVE BATTERIES PROVIDED 17 AMP/LOUR SELL CELL (REWIRING CAPACITY) 128.51 mA 330.00 mA 210.00 1M 32.00 mA 592.00 mW 78.00 mA 477.00 1M 2236.86 mA 7.2115 A 0.1879 A 7.3994 Amp Hr 8.8793 Amp 17 Amp/Iir 8.1207 Amp/lir A iF iHi9 t,Fn.WIN. IS 11 REDO( i I DIGITAL FOREST ' LA F 12101 INTERNATIONAL BLVD, 4TH FLOOR (F75 TUKWILA, WA IGEN AGENT & PRE -ACTION DETECTION & CONTROL ORIGINATING JOB NO.: 1 00-21 33 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA Ila Haw=611E PMCKIM a 110 CHET [01011011 CDIIMY 1. TIG n 5 smote E (010(111'1 MD a 10110 FE DISCLOSED De URGED 1011011101101 MIMEO RCM TEE DEF [0111011 COMIC NC SCALE: AS NOTED JOB NO 10-1580 / OF SHEETS: 6 DRAWING NO.: 2133-02.0 O i '1?1 /o07/ 0 0 0 0 0 0 0 MINN 0 • 0 rem -75m 1026/ I •V 1' 7, J L1 ■ 1 4301 0 PRE -MOON APS LPS SOL TS FRCM ®FRCM. SRM GM /3 1007] 1007 1008 1009 PRE-M110N S10 M /2 lAP2CRI 3025 EIOSIMIA ® 3026 3027 30281 PRE -ACTION SYSTEM /1 iMUNITMIll 30011 ODISMAII 3003 W°7-1�I' .3004 v IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0'1'2' 4' 6' 8' 10' [2009% 2001 THIS SHEET IS FOR REFERENCE ONLY. SEE SHE FA2.OA FOR WORK INCLUDED IN REV 0 FLOO• PLAN SCALE: 1/6" = 1,0" LEGEND IPACP I PRE -ACTION & ECARO-25 CONTROL PANEL SUBSCRIBER TERMINAL UNIT Q2X SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) 2) DUCT SMOKE DETECTOR ❑M MANUAL RELEASE STATION ABORT SUTTON HORN/STROBE 8 BELL Ct DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) IFRCMI FAST RESPONSE CONTACT MONITOR ISTUI SOLENOID RELEASING MODULE DAMPER SUPERVISED OUTPUT MODULE DUAL RELAY MODULE ARM AGENT RELEASING MODULE GED 1 TSI [ XXX J 51 BH/S PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) TAMPER SWITCH DEVICE ADDRESS BFAP HORN/STROBE WORK DONE UNDER PHASE 1 WORK DONE UNDER PHASE 2 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 M PREUMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 DC -2 REVS UNDER JOB1 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/06 REV. 1 DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS DIGITAL FOREST TUKWILA WA APPROVED 8Y: RFV ORIGINATING JOB NO.: 00-2133 1115 NOW. 611E PROPERTY OF TAE MRP EMMMERT MFN1Y, INC. R 6 WOWED M CONFICOROL No IS NOR IS RE MOMS, OR IMMO MOOT WIRERWIRERPERSONS FROM FIRE O. EMlPEHR NMPPE111IY, 01C. SCALE: AS NOTED JOB No• 10-1580 1 OF SHEETS: 6 DRAWING NO.: 2133-02.0E 0 oL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C J 0 0 T- ILL —IIL N N I T 4 !L X '4L ir±LL Lii id NEW AC -5 UNDER REV 0. JOB# 10-1580. THIS SHEET IS FOR REFERENCE ONLY. NO NEW FIRE ALARM INSTALLATION SHOWN. 4 9 9 I 1 1 I I I F 1 L C `J 4 4 4 1 1 1 1 1 1 1 1 1 4 L o ---A ROOF TOP FLOOR PLAN SCALE: 1/8" = 1'0* 0 N THIS DRAWING IS 11' 17" R HAS BEEN DUCED TO 1/2 SIZE. 011'2' 4' 6' 8' 10' 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 M PREUMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB# 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB, 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 REV./ DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS DIGITAL FOREST TUKWILA WA APPROVED BY: RFV ORIGINATING JOB NO.: 00-2133 1H$ 1(011I1116M 61ME M MR10 Of 101 b6 EOM., = MII. IM: IT 6 SUMMED M CCOME C6 I1n IB Ig110 M 06vO5m OR MUSED II11101M *111101 806189011 MOM fin 0168 EOSIMOR MOW SC SCALE: AS NOTED JOB NO 10-1580 # OF SHEETS: 6 DRAWING NO.: 2133-2.1 .4-1EET44 12•4,E #2,TION r b I f..• 1--f2L 4 4474 127454' 1 ,2•2 5 : : 4-2, M1AF ' - I '4-- I 1 '041 • 'r 7, 7, 4,0 5' 5 410,44 4 -- /MI /1. -1 1'004/ I/ lo(44; '5'54'14 1 5555.4.55 5 555 55 12,2 71 t- 2H - (7f 1•22:21 (-,V r',%. 1 DAmPERf- -45{,-- 4 Fc..#7,2 2n 722# / 1 ,-5R55514-5,5 AL F. 4, 45 7r•f7S- ...!, -4— 2, -•-- _i• -4- 2•-• , . --1- --r---,b '‘...; 722 VI. '.:, ( #22z:Mf R1s- f,,,,,1 11.i'im1 1 ''‘,11 11-'21 !I -:ri; ,71 li''—, I 1-,,,,,2,1 I l'-. 1. 4-2'24, 4_4,1_ 4' — ,..- . 44-41 4 -,C:44 4 44 407.2/ ‘c•ff/ /2, .,7... 17 k• 1,1; f 33T2,-7,11 • I 1 / • f - - -HH4• fAI .44 4',L,Y41 2,)t, 71Thr C4[ #2 & AC 4 440,1 t !2-f2f7f „ / 24459 /! / / 2f -31f2' 2r,-4, 1 '55545 ' L4 555q5/N ',I 5 5 4,45X 4515,55:54,4 4- ;4,52,3 :12Sb• '-7;-,) 7,' iiTriTil ,.. 4--4441 ;!-1, / 20;7 / / 20/b' / /,7./'9 / /2/,0 / /120_56 / / 20_55 / 1.102, / /2022 / , /2b24 / I ! 1—•4 1 1— c i • • / ;5. 454 / f, A, (17/, Ar - 12•)#•• e 15,1 laK44 / 11 ,'42/1, 4., 2B sir .44, IFFtt,41 / <025 / :4714 r -- I, o=pt /4( U.4 I 1 4', p#27,PLE 1.40281 PRE- Afs. SYSTEM #2 '''-7 , 21H R227/ 1,20sf4/ z FLAGNOTES 1. (EXISTING) DAMPERS FSD -7, FSO -8. AND FSDBA ARE NORMALLY DE -ENERGIZED AND CLOSED. 2. EWA -1 MONITOR MODULE IS TO MONITOR TROUBLE ON CRM -4 INSIDE SHP PRO PANEL. ADDRESS MUST BE DEFINED UPON INSTALLATION. SEE SHEET 4.3. 3. DMA -1 MONITOR MODULE IS TO MONITOR ALARM ON CRM -4 INSIDE OF THE SHP FRO PANEL ADDRESS MUST BE DEFINED UPON INSTAUJITION. SEE SH 4.3 NOTE: FLAG NOTES ABOVE DO NOT BELONG TO JOB/ 10-1580 SCOPE OF WORK. 4. USE EXISTING SOM 1048 AS POINT OF CONNECTION FOR SLC -1 AND 24VDC POWER TO NEW EQUIPMENT UNDER JOB/ 10-1580. DO NOT T -TAP. 5. NEW FRCM MONITOR MODULE TO MONITOR AC -5 INTERNAL SMOKE DETECTOR. SEE SHEET 2133-4.0 FOR WIRING DIAGRAM OF DUCT DETECTOR. 6. NEW R264 RELAY MODULE MUST SHUT DOWN ROOF TOP UNIT AC -5 THROUGH NEW CR14 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL LOCATE THIS DEVICE WITHIN 3' OF 24VDC POWER SOURCE. CO NOT T -TAP. 7. NEW CR I 4 SEE SHEET 4.1 FOR WIRING DETAIL. Pi4L - H0,1 7:f NE 1 +OH) T A < kir .P 4:44 L _ - _,442424- L,L-• -;4, L 222. WIRE LEGEND / '1-4] :54 __ •_52- A = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS- ADDRESSABLE 100P OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER UNITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOUD, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS •-• 2R NOTE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPI. CABLE LEGEND IPACPI PRE -ACTION & CLEAN AGENT CTRL PANEL SOMI CIX DUCT SMOKE DETECTOR 0 MANUAL RELEASE STATION SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P =PHOTO. 1=IONIZATION, D=DUCT) ABORT STATION HORN/STROBE 8 BELL DISCHARGE STROBE CONTROL RELAY (X =SEQUENTIAL NO.) I FR C M I FAST RESPONSE CONTACT MONITOR SYNCHRONIZATION MODULE AGENT DISABLE SWITCH HVAC INHIBIT SWITCH ZED IDDA NMI GEM ROM ILPSI xxx 1 IHVESI AGENT RELEASING SHP SUB PANEL BFAP (NOTIFIER) RAM -1 MODULE SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR HVAC EMERGENCY SWITCH 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 64 PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 DC -2 REVS UNDER JOB/ 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB/ 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE—ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAM BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA ORIGIN A TING J06 NO.: 00-2133 105 50)16011011 IS DE PROPElitt Oi CINEF EOUPEIR MOWN. MC IT SUBIVED 0101(110101 10 IS NOT TO BE =LOUD Clt 1.11112E0 MOP 10010) PERMSSOI 00*100*0)0010)0*500001010)10.04 SCALE: AS NOTED JOB NO • 10-1580 / OF SHEETS: 6 DRAWING NO.. 2133-03.0 CB * NOTE 3 NOTE 2 OND DISC * FIELD WIRING 0 TBI* -0 EEO 3 FU3 CND DI SC2 - ONO 120 VOLT NIP CONVENIENCE OUTLET P80 FUI2 oho OXR-B TR -2 208-480 VAC • T2 24 VACl/ RAW* SASD* PBO SAFRS* RAFRS*OLR2* OLR1* COLR I* LPS1 OXR-6 M1 M2 HPS1 GOT 1 o 0 CC1 TR SASD* GND SMOKE * RASO* DETECTORS 3 I F 1 I FCS 2 CFC1 COLR2 * LPS2 1Y31 OXR - 4 •1 OXR-2 IY41 •I M1 142 HPS2 Ank GOT2 TORI* OGOTH O COLR1* T1 T2 OGOT2 O COLR2* TI T2 COLR3 LPS3 HPS3 011 GOT3 TDR FFCSI 1 FCS2 I ^ CFC2 oCC3 COLR4* LPS4 HPS4 R3 10 142 AL 3 GOT4 TOR3* OGOT CONO. FANS 1 & 2 COMPRESSOR 1 COMPRESSOR 2 COND. FANS 3 & 4 • COMPRESSOR 3 O COLR3* T1 12 APS O O CLO CC4 COMPRESSOR 4 OGOT4 O COLR4* T1 T2 0 EAR CONTROL 4-20 MA Ecz 5111E S1 SWITCH G OLR4 .N'. 1 2 •3 I •2 •3 ECON DAMPER ACTUATOR 1 ECON DAMPER ACTUATOR 2 OLR3*3 R3 O R4 2RI-2 VFD1 • 11 • 1771 VFD2 R2-2 VFD2 SN • 11 • SI VF03 R3-2 VFD3 sl . 11 • sC VF04 R4-2 VF134 SI • H-- Hsc1 VF DI VFD1 VFD2 VFD2 Cil IEM LEI PAGE 1 OF 1 cFs* LADDER DIAGRAM ° NOTE) ON LAMER DIAGRAM NOTE 4 1) BLUE LINES REPRESENT HIGH VOLTAGE. 2) GREEN LINES REPRESENT 24 VOLT CONTROL WIRING • cl R1 R2 EXHAUST FAN 1 & 2 SUPPLY FANS 1 & 2 / / PBO + AUX 24VDC FROM PREVIOUS DEVICE AUX 24VDC TO 1(+)(+) REQUIRING POWER NEXT DEVICE (-) REQUIRING POWER PRE-ACTION/CLEAN AGENT SLC PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. FU13 VFD1 *LI(R) U/T1 •L2(S) V/T20 •L3(T) W/T3 OLR1* SUPPLY FAN MOTOR 1 •7(,,• • VFD2 OLR2 FUl4 •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 SUPPLY FAN MOTOR 2 VFD3 • • FU15 • L1(R) U/T1 L2(S) V/T2 L3IT) W/T3 OLR3* EXHAUST FAN MOTOR 1 VFD4 Io Q ©ITB2 FU1O •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 OLR4* EXHAUST FAN MOTOR 2 CFC1 •1 FU1 1 CCI AUX* CCH1* CC2 AUX* CCH2* FU6 WIRING BACK TO NEAREST DEVICE. FU7 R2M WIRING DIAGRAM SCALE: NTS 0140 0210 CC3 AUX*CCH3* CC4 AUX*CCH4* I0T%RF AN CMOTbRF2N CMOTbRF3N 1 • LAPI CAP2 CAPS CFC2 •1 .1 CM16.1TORF4N CMOT6RF5N •9 18 TbRF6N I • C;,$ CAPS CAPE CC2 •1 FU8 CC3 FU9 DRAFTING 1. 2. 3. 4. 5. 6. 7. 6. 9. 19. 11. TYPICAL OF MON UNITS A — LAC— AC -2, AC -3, AC -4, AND AC— DIAWMH lIESIAAT1ONE R1 R2 EXHAUST FAN 1 & 2 SUPPLY FANS 1 & 2 / / PBO + AUX 24VDC FROM PREVIOUS DEVICE AUX 24VDC TO 1(+)(+) REQUIRING POWER NEXT DEVICE (-) REQUIRING POWER PRE-ACTION/CLEAN AGENT SLC PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. FU13 VFD1 *LI(R) U/T1 •L2(S) V/T20 •L3(T) W/T3 OLR1* SUPPLY FAN MOTOR 1 •7(,,• • VFD2 OLR2 FUl4 •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 SUPPLY FAN MOTOR 2 VFD3 • • FU15 • L1(R) U/T1 L2(S) V/T2 L3IT) W/T3 OLR3* EXHAUST FAN MOTOR 1 VFD4 Io Q ©ITB2 FU1O •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 OLR4* EXHAUST FAN MOTOR 2 CFC1 •1 FU1 1 CCI AUX* CCH1* CC2 AUX* CCH2* FU6 WIRING BACK TO NEAREST DEVICE. FU7 R2M WIRING DIAGRAM SCALE: NTS 0140 0210 CC3 AUX*CCH3* CC4 AUX*CCH4* I0T%RF AN CMOTbRF2N CMOTbRF3N 1 • LAPI CAP2 CAPS CFC2 •1 .1 CM16.1TORF4N CMOT6RF5N •9 18 TbRF6N I • C;,$ CAPS CAPE CC2 •1 FU8 CC3 FU9 DRAFTING 1. 2. 3. 4. 5. 6. 7. 6. 9. 19. 11. Nares) MOTORS 5 1P AND GREATER HAVE EXTERNAL OVERLOAD PROTECTION. MOTORS LESS THAN 5 1P HAVE INTERNAL PROTECTION. FOR REPLACEMENT CONDUCTORS USE WIRE RATED AT LEAST DIAWMH lIESIAAT1ONE COMPONENT LEGEND • SPLICE POINT — STRIPED WIRING ----CONTRACTORS WIRING * OPTIONAL ITEMS COLR COMP GOND COR CM CR CSTB IFR OFTS OFTCTL DI DISC DPS ECON ECS EVAP FCRSV FCR C0IPRESSOR OLR COMPRESSOR CONDENSER CHANGEOVER RELAY COMBUSTION MOTOR FCS FAN CYCLE SWITCH FRZ STAT FREEZE THERMOSTAT FU FUSE GND GROUND GOT GUARANTEED OFF TITER HC HEATER CONTACTOR HCOR !EAT CHANGEOVER RELAY HFU HEAT FUSE H0R HOT GAS REHEAT MEM HOLDINO RELAY HPS HIGH PRESSURE SWITCH HR TEAT RELAY HS HEAT STRIP MMC TEAT WHEEL CONTACTOR IONCTL 10011ION CONTROL LLC LOW LIMIT CONTROL LPS LIAR PRESSURE SWITCH LS LIMIT SWITCH LVTO LOW VOLTAGE TB MA NOV MLS MOD MR MMR NSB CSAR OLR POO PE PEC PEN PER PFC POT PV PV R MIXED WAIN GAS MAIN LIMIT MODULATION MANUAL MORNING NIGHT OUTSIDE OVERLOAD PHASE POWER POWER POWER POWER POWER POTENT PILOT PILOT RELAY AIR VALVE SWITCH RESET WARMUP RELAY SETBACK RELAY AIR RELAY RELAY ROHN OUT MIAl197 XRAUST CONTACTOR XHAUST MOTOR 02HA19T RELAY ACTOR CORRECTION DETER APPLY PANE ONTROL RAMS RASO ROS RV SAFRS SASD SD SDR SPR SOL SLPP SW T TB TC TOR TOR VFDT-S VFD RETURN AIR FIRESTAT RETURN AIR 5MK DETEC ROLL OUT SWITCH REVERSING VALVE SUPPLY AIR FIRESTAT SUPPLY AIR NW DETECTR SMOKE DETECTOR SMOKE DETECTOR RELAY SMOKE PURGE RELAY SOLENOID VALVE SUPPLEMENTARY SWITCH TRANSFORMER TERMINAL BLOCK TIME CLOCK TIME DELAY RELAY TIME DELAY RELAY THERMOSTAT VARIABLE FREQUENCY DRV FOR 9B DEGREES C AND BBB VAC. GROUND PER NEC 1993 AND CSR 1988. END USER TO 113E FOR REMOTE ANNUNCIATION. TRAIWFORIERS WILL BE PARALLELED TO MATCH CCNTROL CIRCUIT LOA). PARALLEL CIRCUITS ARE SEPARATE CIRCUITS. CUSTOMER SUPPLIED - ORY CONTACTS. CLO. ECS. ANO LLC ARE N.C. OPEN ON FALL THERMOSTATS. MEN REPLACING WITH N.C. OPEN ON RISE. THERMOSTATS REVERSE THE EXISTING N.O. AND N.C. WIRES TO KEEP LOGIC THE SAME. CONTROL WIRING IS EXTRA LOW VOLTAGE (LESS TNN 38 VAC.) BACKUP LIMIT PROTECTION IS NOT REQUIRED ON 575 VAC UNITS WITH ELECTRIC HEAT. SEE TRANSFORMER NAMEPLATE FOR ACTUAL COLOR DESIGNATIONS. COMPONENT ORIENTATION SHOWN FOR DIAGRAM CLARITY ONLY. ACTUAL COPONENT ORIENTATION MAY DIFFER. TILS AUXILIARY LIMIT SWITCH AUX C AUXILIARY CONTACT AFS AIR FLOW SWITCH BC BLOWER CONTACTOR BR BLOWER RELAY Bl1P BACK LP PROTECTION CAP CAPACITOR CB CIRCUIT BREAKER CC COMPRESSOR CONTACTOR CC11 CRANI SE !EATER CFC COMDLSER FAR CONMCTOR CFM CONDENSER FAN MOTORER CFS CL000ED FILTER SWITCH CLO COMPRESSOR LOCKOUT COMBUSTION RELAY COMMON SIDE TERMINAL ECK DEFROST RELAY DEFROST THERMOSTAT DEFROST CONTROL DOOR INTERLOCK DISCONNECT SWITCH DIFFERENTIA. PRESSURE SW. ECONOMIZER ECON. CHANGEOVER SWITCH ECONOMIZER RELAY EVAPORATOR FAN SWITCH FAN CYCLE RELAY CC4 •1 COMPRESSOR 1 LEAD COMPRESSOR 2 LEAD COMPRESSOR 3 LAG COMPRESSOR 4 LAG FLAGNOTES TIE IN NORMALLY CLOSED CONTACTS FROM R2M HERE AS SHOWN IN R2M WIRING DIAGRAM. PBO TO BE HELD CLOSED. 3 RETURN NR SMOKE DETECTOR TO BE MONITORED BY FROM. SEE SHEET 4.2 FOR WIRING DETAIL 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 M PREUMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB/ 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB/ 09-1300 03/24/09 A5 BUILT JOBS 07-1384 AND 07-2075 12/20/08 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE. REDMOND. WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA ORIGINATING JOB NO.: 00-2133 116 ).ONwlON 6 NX PROHRIY OP ENE 0W MOMENT CONN" INC. IT B SOWED N CON E .E MO 6 NOT 10 RE LIMED OR MIRO *2)021 WIN P0MSSICN 112OM {V>E CAME EQUIPMENT C0NAM', NC. SCALE: AS NOTED JOB NO 10-1580 # OF SHEETS: 6 DRAWING NO.: 2133-04.1 CB* GNI) ft] NOTE 2 NOTE 3 FIELD WIRING 2 120 VOLT CONVENIENCE OUTLET DISC2 FU2 T3 ..,. FU3 DISCI* 4-20MA SW2•I EXHAUST FAN 1101 CONTROL LVTB 0-10 VOC COM .w F015 VF04 MAW YI •L1(R) U/T1 0=0. a' •L2(S) V/T2 a yL (TI W/T SC 4-20MA 9RRI l� l • SW2 I EXHAUST FAN g'I CONTROL LVTB 0-10 VDC 83 MIr i COM OLR4 EXH51 OTORA2 AMOMBISP SASO* - RASO* S1 SWITCH Harmata 53 P OR? OR ACTIMT TOR. ECON 4-20 MA CONTROL . O, REO 0 171 TEL ■, 111 ORIUBLK ■, eLu�DAMPER ,�gypp BOpEE EE gqAEECTggUATOR 2 191 PVOCM ERATIONDR FOR FLAGNOTES MONITOR CONTACTS VIA FRCM. SEE FRCM WIRING DIAGRAM. COLR1 ECON DAMPER ACTUATOR 1 CFS NOTE 4 COLR3 C0LR4 * MRK PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. PRE-ACTION/CLEAN AGENT SLC WIRING BACK TO NEAREST DEVICE. SUPPLY -ui- FAN VFD CONTROL LVTB 00.1 BOTEI FOB Atlfl•MlE COMAMINO ME ALE. I r1 AT BOTTOM OF FACE. 0-10 VIX: H� -20 MA cc & �1UX C0NT�K 1.,K CCHI*p pp p TB2 F�I�6 wT/ ° x COMP.1 -I,uu�.MR/YELLPSI HPSI GOT1 �" I II -,- KENT/FEL - •(TI YEL BLUBLU YEL GEL LEADCC2 & Ah Ah AU% CONT* CCH2* FU7 Millin MSM .! wvoRN a ELK COMP 2 j� a BL * -11111111 AN /MN MAT/' M BLK • , YELIBLK LPS2 HPS2 GOT OR BU( 2 _ Y BLU YBL/BLK YBL/eMx yEL�LK TDR IO YEL/BLK U LAG BLN CC3 & �1AUX CONT�K CCH3* eLK NOTEM FU8 FOR ALTERNATE COLR MS�M '-Iw•� .T/BLU BR ELK COMP 3 WIRING SEE AUX. VIEW 1 MRK .a ■, MIT/BLU OR ILK , P53 HPS3 GOTS * IIII TDR2* �, • NE •s. ._. BLu, BLU aan �. aMn ORx 0 BBN /r0 LEAD = 4 AUX CONT* FU9 OF=• I,rI �., 01� eLK - =={�ll1 muax PS4 -y BLUE PS. ILO ~ILK 00T4 * TOR3* - - .1R11011 -�•� • B RK I I F ax CFCI o.. MRx�x our ' ��M ■`— *_ MXx� CFM1 ANT CFM2 IMT CFM3 FGS1 , -Ilii fm" • ". * MIT xw N * BMT • rt/reL— CAPI CAP2 CAP3 AUX. VIEW 1 PAGE 2 OF 2 POINT TO POINT DIAGRAM AUX. VIEW 3 AUX. VIEW 4 AUX. VIEW 2 COLR1 HANNON° PT251INNK H 1�l%W4e al X®REO XF2 REO YASKAWA E7 IIIIISN IS11 AC15P �BI IM: TERMINAL OLOCE WILL ED TERMINALNE3 M IFOORR EEXHAUST FOR SUPPLY YASKAWA V7 TAR RELAY TYPICAL OF AAON UNITS A AC -2, AC -3, AC -4, AND FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) FRCM RASD WIRING DIAGRAM SCALE: NTS *atom MIK FCS4 uw 0 MMT/ORM OR BLK MIT/0RN OR BLK CCH4* BLK COMP 4 LAG N = CFC2 BILK - MRK mx IM��MI�—�_� ax ANT CFM4 CFMS KxT CFM6 11- �• NM MIT BRN MI •_* CAP4 LAPS - CAPS 0 AC -5 ADDITION 10-1580 06/03/10 N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 10-1080 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 DC -2 REVS UNDER JOB/ 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 REV. t DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND. WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RN DIGITAL FOREST TUKWILA WA ORIGINATING JOB NO.: 00-2133 105 1000*1DN B 00 PROPER15 Of ORE RMF E0101011 COKPIIA', NC. D B BUBKOTED N COMWERCE MD M NOT TO BE ORCIOSE0 OR LIMBED YEINOM MOM NRMFM R ON TM CHET EOMPKEM CONN" NL SCALE AS NOTED JOB No- 10-1580 / OF SHEETS: 6 DRAWING NO.: 2133-04.2 ACCEPTED Without Comments p As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance -with current city standards. Acceptance is subject to errors and omissions which ao nor autr.orize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings$after this date will void this acceptance and will require a resubmittal of revised drawinys for subsequent approval. Finalacceptance is subject to Heid test and inspection by The Tukwila Fire Prevention Bureau. Dated ' — / C3 By: �1 4 AW4LA FIRE DEPARTdt.NI Please call: 575.4407 and give this job No._/o and exact address for shut. 'own or restoration aooroual: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee ant termination of the testing BILL OF MATERIALS EXIST. ITE Q1Y QTY P/N 1 1 10-2200 2 1 10-2217-R-1 3 1 10-2204 4 1 10-2190-2 5 1 6 02-3710 6 3 02-3646 7 1 6 10-1639 8 1 7 MB -G6 -24-R 9 21 67-1032 1 27 63-1021 11 48 63-1023 1 15 55-020 1 3 16 55-019 14 11 55-021 1 10 55-022 16 12 55-023 1 7 10-1832 18 1 70-086-268-1031-04 19 1 80-066-3125 20 1 70-090-790-1031-04 2 80-066-5312 1 70-083A-602-1031-04 1 80-066-5312 1 80-066-3438 UB -1280 1 70-156-0417-1031-06 2 80-048-4531 1 70-155-0236-1031-06 2 80-048-3320 1 70-156-0514-1031-06 2 80-050-5156 1 70-156-0418-1031-06 2 80-049-5000 8 02-3645 8 02-3646 6 F5-MANL 6 F6 -ABORT 10 R -20E 3 DH100ACDC 7 P2475 1 P2415 9 S2415 2 MDL P2R SR FMM-1 2151 B110LP 10-063-1-R-1 10-2706 70-268-128-1031-06 10-2748 02-12728 02-12755 800T-H31B 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 56 80-049-3281 DESCRIPTION BACKBOX CHEETAH, CONTROLLER CHEETAH, ENCLOSURE W/ XFMR CRM -4 SUPPLEMENTAL RELAY MODULE BATTERY PACK, 2 17AH BATTERIES MANUAL RELEASE STATION 1 GANG BOX FM -200 DISCHARGE LABEL FOR PULL STATION ABORT STATION 2 GANG BOX BELL 4" SQ 1 1/2" DEEP SMOKE DETECTOR IONIZATION 4" SQ W/ RING SMOKE DETECTOR PHOTOELECTRIC 4" SQ W/ RING DETECTOR BASE FAST RESPONSE CONTACT MONITOR -MINI FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE 4" SQ SOLENOID RELEASING MODULE 4" SQ DUAL RELAY MODULE 4" SQ AGENT RELEASE MODULE 4" SQ 375LB TANK WITH 268LBS FM -200 TANK 1-1 NOZZLE 2" 180 Deg 1000LB TANK WITH 790LBS FM -200 TANK 1-2 NOZZLE 2" 180 Deg 650LB TANK WITH 602LBS FM -200 TANK 1-3 NOZZLE 2" 180 Deg NOZZLE 2" 180 Deg 12V, 7AH BATTERY 650LB TANK WITH 417LBS ECARO-25 TANK 2-1 NOZZLE 1-1/4" 180 Deg 375LB TANK WITH 236LBS ECARO-25 TANK 2-2 NOZZLE 1-1/4" 180 Deg 650LB TANK WITH 514LBS ECARO-25 TANK 2-3 NOZZLE 2" 180 Deg 650LB TANK WITH 418LBS ECARO-25 TANK 3-1 NOZZLE 1-1/2" 180 Deg SIGN FOR DISCHARGE STROBE SIGN, "CAUTION THIS ROOM...", INSTALL ON DOOR SIGN FOR MANUAL RELEASE STATION SIGN FOR ABORT STATION CONTROL RELAY, DPDT DUCT SMOKE DETECTOR HORN/STROBE 4" SQ 1 1/2" DEEP HORN/STROBE 4" SQ 1 1/2" DEEP STROBE 4" SQ 1 1/2" DEEP MOL SYNCHRONIZATION MODULE 4" SQ 1 1/2" DEEP HORN/STROBE 4" SQ 1 1/2" DEEP STROBE 4" SQ 1 1/2" DEEP BFAP MONITOR MODULES 4" SQ 1 1/2" DEEP CONV. SMOKE DETECTOR PHOTOELECTRIC B110LP CONV. 6" LOW PROFILE DETECTOR BASE B110LP SHP PRO RELEASING CONTROL PANEL AGENT DISCONNECT SWITCH 2 GANG BOX 250L8 TANK WITH 128LBS ECARO-25 (IMPULSE VALVE) IMPULSE RELEASING MODULE 4" SQ 1 1/8" DEEP IMPULSE VALVE OPERATOR 3' WIRE LEAD W/ CONNECTOR (IVO TO IRM) HVAC INTERLOCK SWITCH LEGEND PLATE FOR HVAC INTERLOCK SWITCH 180' 1.5" NOZZLE W/ 0.3281" DRILL 0 REV "N" SCOPE OF WORK INSTALL ECARO-25 SUPPRESSION SYSTEM IN NEW UPS ROOM P201 INCLUDING THE FOLLOWING EQUIPMENT. -CLEAN AGENT SHP PRO RELEASING SUB PANEL. -INSTALL CROSS -ZONED CONVENTIONAL DETECTION, CLEAN AGENT DISCHARGE STROBES, 30 SECOND COUNTDOWN BELL, MANUAL RELEASE AND ABORT STATIONS. - INSTALL CLEAN AGENT TANK AND PIPE NETWORK. - INSTALL 3 FRCM MONITOR MODULES TO MONITOR SHP PRO ALARM, TROUBLE, AND SUPERVISION CONTACTS. SIGNALS SHALL GO BACK TO EXISTING PACP (CHEETAH) SUPPRESSION PANEL. - INSTALL 2 FMM-1 MONITOR MODULES TO MONITOR SHP PRO ALARM AND TROUBLE. SIGNALS SHALL GO BACK TO EXISTING FACP (AFP -400) BUILDING FIRE ALARM PANEL. -INSTALL 2 R -20E CONTROL RELAYS FOR HVAC DAMPER CLOSURE AND HVAC FCU INTERLOCK. NOTE: THIS SET CONTAINS SHEETS 1.0, 2.0, 2.2 (NEW), 3.0, 4.3 (NEW), 5.1 (NEW), AND 6.1 (NEW). ilm.WILA FIRE DEPARTIvlitelk Please call: , 575. and give this lob EID.to-r-Oi end exact address for shut•. Imo or restoration . pre rnL CEILING (OPEN OR ATC) MFG FIKE FIKE FIKE FIKE FIKE FIKE FIKE NOTIFIER FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE INTERSTATE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE ALPHA OMEGA ALPHA OMEGA NOTIFIER SYSTEM SENSO SYSTEM SENSO SYSTEM SENSO SYSTEM SENSO SYSTEM SENSO SYSTEM SENSO SYSTEM SENSO NOTIFIER NOTIFIER NOTIFIER FIKE FIKE FIKE FIKE FIKE FIKE ALLEN -BRADLEY STANFORD SIGNS FIKE PRE-ACTION/CLEAN AGENT PANEL BATTERY CALCU_ATIONS QUANTITY DEVICE 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 30 FRCM 11 SOM 7 SRM -ARM 3 SRM -SOLENOID 10 R2M 27 Photoelectric Detector 21 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP STANDBY CURRENT DRAW (mA per device) 250.00 mA 0.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA AUX POWER SUBTOTAL (mA per device) 0.00 mA 13.80 mA 3.52 mA 1.89 mA 0.81 mA 5.40 mA 14.00 mA 10.50 mA TOTAL (mA needed) 250.00 mA 0.00 mA 49.92 mA QUANTITY TOTAL STANDBY CURRENT DEVICE 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 30 FRCM 0.46 mA 11 SOM 0.32 mA 0.53 mA 7 SRM -ARM 0.27 mA 10.00 mA 3 SRM -SOLENOID 0.27 mA 1.20 mA 10 R2M 0.54 mA 27 Photoelectric Detector 0.50 mA 21 Ionization Detector 0.50 mA TOTAL AUX POWER per Device 69.43 mA TOTAL COMMUNICATION LOOP ALARM CURRENT DRAW (mA per device) 250.00 mA 10.00 mA AUX POWER SUBTOTAL (mA per device) 10 MR -201/C RELAY 7 Bells 2 MDL Synch Module 4 Horn/Strobe 75cd 1 Horn/Strobe 15cd 9 Discharge Strobe TOTAL ALARM CURRENT 30.00 mA 30.00 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 13.80 mA 9.35 mA 71.89 mA 4.41 mA 5.40 mA 14.00 mA 10.50 mA 299.92 mA TOTAL (mA needed) 250.00 mA 10.00 mA 127.97 mA 300.00 mA 300.00 mA 210.00 mA 32.00 mA 592.00 mA 78.00 mA 477.00 mA BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED INCLUDING+20% RESERVE BATTERIES PROVIDED 17 AMP/HOUR CELL CELL (REMAINING CAPACITY) qTYM [1.410 E3 Without Comments As Noted in -Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards, Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the ;.dequacy of design rests totally with the designer. Auditions, deletions or revisions to these drawingsfafter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptanceis subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: s- -I D By; S 90" A/V OR VISUAL ONLY DEVICES r 80" NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAI ' FLOOR INSTALLATION: THE INSTALLER WILL ADD THE HEIGHT OF THE RAISED FLOOR SUREMENTS BELOW. ABORT STATION PULL STATION r❑ DOOR 48" CTL PNL 72" (66" FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm an. d Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. GENERAL ELECTRICAL NOTES ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. NO "TEE" TAPPING IS ALLOWED. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7. DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. ALL DEVIATION SHALL BE MARKED UP ON THE AS BUILT. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AIR SUPPLY GRILLES, OR DIFFUSERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 14. ALL BACKBOXES. MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL BE IN CONDUIT. 210.00 mA 32.00 mA 592.00 mA 78.00 mA 477.00 mA 2206.32 mA 7.1981 A 0.1853 A 7.3834 Amp/Hr 8.8601 Amp/Hr 17 Amp/Hr 8.1399 Amp/Hr ECARO 25 (HFC -125) CLEAN AGENT VOLUMETRIC CALCULATIONS - © 8.0% DESIGN CONCENTRATION ROOM NAME ROOM NUMBER TANK NUMBER ZONE AREA SQ. FT. HGHT. FT. VOLUME CU. FT. FLOODING FACTOR ELEV. FACTOR AGENT REQUIRED ACTUAL AGENT NOTES CO -LOCATION ROOM #2 425 2-1 B 951.81 14.0 13325.31 .0274 1.0 366 LBS 417 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-2 B 539.31 14.0 7550.31 .0274 1.0 207 LBS 236 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-3 B 1176.38 14.0 16469.31 .0274 1.0 452 LBS 514 LBS ACTUAL AGENT IS AT 8.9% CONCENTRATION DC- 426 3-1 C 955.46 14.0 1 376.4' .027 .0 367 BS 418 LBS ACTUA AGEN IS AT 9.0% CO CE T-'TIIN UPS (NEW 10-1080) P201 4-1 D 479.07 8.5 4072.10 .0274 1.0 112 LBS 128 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION rAGENT TOTAL - - - 4102.03 - 54793.47 - - 1504 LBS 1713 LBS - REFERENCE NFPA 2001 CURRENT EDITION TABLE A.5.1.1(i) HFC -125 TOTAL FLOODING QUANTITY AREA OF WORK ON PARKING LEVEL P2. UPS ROOM P201. SEE SHEET 2.2. PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY ROOM -EQUIPMENT ROOM #1 -COLOCATION ROOM #1 PHASE 2: PRE -ACTION ZONE 2 - COLOCATION ROOM #2 PHASE 2: PRE -ACTION ZONE 3 - COLOCATION ROOM #3 PHASE 2: PRE -ACTION ZONE 3 -DC-3 PARKING LEVEL P2 - UPS P201 CLEAN AGENT ZONE Al CLEAN AGENT ZONE A2 CLEAN AGENT ZONE A2 CLEAN AGENT ZONE B CLEAN AGENT ZONE C CLEAN AGENT ZONE D DETECTOR SPACING The volume of the spaces served is 112,873 cu. ft. - there will be 3 a/c units (A/C 1 - 4, one redundant) of 27,000 cfm ea. supplying the space for a total of 81,000 cfm. 81,000/112,873=0.72 x 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING IS 187sgft PER DETECTOR AS REQUIRED BY THE TABLE BELOW. MIN/AIR CHANGE AIR CHANGES/HOUR SQ •FT/DETECTOR 1 60 125 2 30 250 3 20 375 4 15 500 5 12 625 6 10 750 7 8.6 875 8 7.5 900 9 6.7 900 10 6 900 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AIR MOVEMENT AREAS) Priem:.: aaw. nary f rr • / - SEQUENCE OF OPERATION ALARM INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES VIA BFAP CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE ALARM SYSTEM SIGNAL CENTRAL STATION ,&4(cep44l .e +e.si',h5 4t Co,,eI./ wii' ,u>✓P.q oid01 Sec.. 7.7. .. J '* Door fah 4e)l- 4o 01-.5,l-1 wA-ti• Np?A ' ooI 4n„.`' 1.443-t, w:,h. hold► 4-1r,.e ac l0 1..;hv-k.e5. • All ihi-1-ia4=0hc) ritS 1-o 6t (,oin'- gololres,Jctsie 1v%so-e IoN{akey- hghdlz Ciekt.T.5 T hs-klleo{ o h F✓4c R 4i v+QJl P S otea; Cr44 e0( .Lheu 1...prs PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN HVAC UNITS** TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: CLEAN AGENT DISCHARGE WILL BE PREVENTED UNTIL THE SWITCH IS RELEASED. OPERATION OF THE ABORT SWITCH HAS NO EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH IS ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDITION TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE CLEAN AGENT CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. N-> SITE LOCATION MAP N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB# 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 J AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB# 07-1384 07/08/08 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION 8c CONTROL ORIGINATING JOB NO.: 00-2133 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 10 # OF SHEETS: 7 DRAWING NO.: -1080 PAI® MAY 4 201( 2133-01.0-1KWI(-.A FIRE DIGITAL FOREST TUKWILA AT -A OF W LEVEL D2. SEE CM 0\ DANK \G S OOv D201. SET 2.2. carz OR F2OM, 0t8.. r� ►ii►i. APS Re T.P ► iob,7 Mi Cr ��1P ,: �rF GT10 TEM 2 I.J. /DI , 0 .. 027 i ' J'►.3328 A T'‘' YS I FROM 40r P=F°'; SPRI rtER OP TOW 1Jp1' 3k� r' ABORT TAtIO 0W/ r(RI -A TIO /Ri 1.1 ' ST PA '. O : RO CON i ;R Y'D( _ ERV . OUP 2M [ Ci; REI-ADU l'N :1TI , PNAF AAAA II F. •4o F ' 1 I : GTO Ar UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) PRELIMINARY P-2 UPS CLEAN AGENT DESIGN DC -2 REVS UNDER JOB; 09-2040 AC -6 ADDITION AC -4 REVISIONS JOB; 09-1300 DRAWN BY: JSL AS BUILT JOBS 07-1384 AND 07-2075 NEW WORK UNDER JOB; 07-1384 DESCRIPTION DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL ORIGINATING JOB NO.: 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. DATE: 12/17/07 PROJECT MGR: JAS DIGITAL FOREST TUKWILA WA APPROVED BY: RFV SCALE: AS NOTED JOB NO.: 10— 1080 # OF SHEETS: 7 DRAWING NO.: 2133-02.0 NO WORK 1 D1 - D2-2 NO WORK THIS AR7.1 FSD-FCU-SU P P201 ELEVATO L033Y P203 1110 12 11 [2053] HIS FSD-FCU-RET FRCv D2 - D1-2 .[toss) "[ FMN FV N 8>BA4-1 HSA4-1 -75cd FSD-RLF 15'c d CR14 CR15 HSA4- 1 -75cd 72" 48" TO HANDLE FM M FM M 3�C FRCM FRCM FRCM CEILING © 8'-6" AFF } 6" VIN. Y (OUTSIDE OF SPACE) L BA4-1 SA4-1-15cd SHP PRO HIS ADS 80" ELEC (BY VECA) 48" TO HANDLE A M } 6" MIN. 1 80 NO WORK THIS AREA • 20 • W//NO THIS AREA ///////// FLAGNOTES 1. EXISTING SPRINKLER SYSTEM. PART OF P-2 LEVEL DRY SPRINKLER SYSTEM. 2. EXISTING SPRINKLER HEAD TO REMAIN. 3. NEW SPRINKLER HEAD IS TO BE ADDED HERE. 4. NEW GWB WALL. 5. EXISTING 17" DEEP BEAM 6. NEW ECARO-25 TANK LOCATION. 7. ADD HORN/STROBE FROM BFAP SYSTEM. ACQUIRE NOTIFICATION CIRCUIT FROM NEAREST DEVICE AND DOCUMENT. 8. NOTIFICATION APPLIANCE CONNECTED TO SHP PRO RELEASING CONTROL PANEL. THIS DEVICE IS LOCATED ABOVE THE PANEL AS SHOWN IN EQUIPMENT ELEVATION DETAIL ON THIS SHEET. 9. NEW SHP PRO WIRING DIAGRAM REQUIRES 120VAC POWER AND LOCATION IS TO BE FIELD COORDINATED WITH ALL TRADES. POWER IS TO BE PULLED AND WIRED BY VECA ELECTRIC. LOCATION AND SOURCE OF 120VAC POWER MUST BE DOCUMENTED PRIOR TO PROJECT COMPLETION. SEE SHEET 4.3 FOR WIRING DETAILS. 10. AGENT DISCONNECT SWITCH (ADS) INTERRUPTS THE RELEASE CIRCUIT BETWEEN THE SHP PRO AND THE IMPULSE VALVE RELEASE MODULE (IRM). IT ALSO REQUIRES 24VDC POWER AND IS SUPERVISED BY OUPUT #5. SEE SHEET 4.3 FOR WIRING DETAILS. ADS AND IRM ARE ACTUALLY LOCATED ON THE RIGHT SIDE OF THE TANK, THEY ARE SHOWN HERE FOR CLARITY. 11. HVAC INHIBIT SWITCH (HIS) INTERRUPTS 24VDC POWER BETWEEN SHP PRO PANEL AND CONTROL RELAYS FOR HVAC UNIT AND DAMPER INTERLOCK. IT IS ALSO SUPERVISED BY INPUT CIRCUIT #5. SEE SHEET 4.3 FOR WIRING DETAILS. 12. CONTROL RELAYS ARE PROVIDED FOR MECHANICAL DAMPER AND HVAC UNIT INTERLOCK. DAMPERS ARE TO BE WIRED FAIL SAFE POWERED OPEN DURING NORMAL OPERATION AND LOCATED WITHIN 3' OF SHP PRO PANEL. WIRING TO DAMPERS AND CONTROL RELAYS IS TO BE PROVIDED BY VECA ELECTRIC. 13. AGENT RELEASE AND ABORT STATIONS ARE MONITORED BY INPUT #3 (RELEASE) AND INPUT #4 (ABORT) SHP PRO CIRCUITS. SEE SHEET 4.3 FOR WIRING DETAILS. 14. CONVENTIONAL DETECTORS ARE TO BE WIRED IN A CROSS ZONED FASHION AS SHOWN. THE NUMBERS D(a)-(b) REFLECT THE DETECTION CIRCUIT (a) AND THE DEVICE IN SEQUENCE ON THAT CIRCUIT (b). 15. NEW CHEETAH CLASSIC MONITOR MODULES (3 TOTAL) ARE TO BE INSTALLED AND LOCATED ABOVE THE SHP PRO PANEL. THEY MONITOR ALARM, TROUBLE, AND SUPERVISORY CONDITIONS TO EXISTING CHEETAH CONTROL PANEL (PACP). CHEETAH DETECTION CIRCUIT IS TO BE RUN FROM THE PACP TO THESE DEVICES VIA 3/4" CONDUIT PROVIDED AND INSTALLED BY VECA ELECTRIC. SEE ONE -LINE ON SHEET 3.0 AND WIRING DIAGRAM ON SHEET 4.3 FOR MORE DETAILS. 16. NEW NOTIFIER AFP -300 BUILDING FIRE ALARM PANEL MONITOR MODULES (FMM) ARE TO BE INSTALLED AND LOCATED ABOVE THE SHP PRO PANEL. THEY MONITOR ALARM AND TROUBLE CONDITIONS TO THE EXISTING BFAP. NOTE ADDRESSES OF THESE INSTALLED DEVICES UPON INSTALLATION. SEE FLAG NOTE 17 FOR POINT OF CONNECTION. 17. USE THIS EXISTING BFAP SMOKE DETECTOR AS POINT OF CONNECTION TO NEW FMM MODULES. DOCUMENT DEVICE CIRCUIT AND ADDRESS FOR AS BUILT PURPOSES. 18. NEW CLEAN AGENT DISCHARGE STROBE. SEE SHEET 4.3 FOR WIRING DETAILS TO THIS DEVICE. 19. ALL OF THESE DEVICES ARE TO BE MOUNTED AND PROPERLY LABELED ABOVE OR NEAR THE SHP PRO PANEL. SEE EQUIPMENT ELEVATION DETAIL. 20. FIRE SMOKE DAMPER REQUIRES CLOSURE DURING CLEAN AGENT RELEASE SEQUENCE. VECA ELECTRIC TO WIRE THESE DEVICES TO INTERLOCK RELAY. 21. NEW FCU (2 TOTAL) IS LOCATED HERE. INTERLOCK WITH CLEAN AGENT SYSTEM AS DESCRIBED IN SEQUENCE OF OPERATIONS ON SHEET 1.0. INTERLOCK WIRING TO BE PROVIDED BY VECA ELECTRIC. NEW UPS ROOM P201 FLOOR P _AN SCALE: 1/2" = 1'0" NOTE: ALL EQUIPMENT SHOWN IS NEW UNLESS STATED OTHERWISE. FLAGNOTES: FINISHED FLOOR NOTIFICATION APPLIANCES ARE LOCATED PER NFPA 72 2002 EDITION 7.5.4 NOTE: DETAIL IS NOT INTENDED TO SHOW ACTUAL SPATIAL LOCATIONS. SOME EQUIPMENT SHALL BE FIELD LOCATED. EQUIPN E\T ELEVATIO\ DETAIL NEW UPS ROOM P201 SCALE: NTS NEW HVAC UNITS FOR UPS O ROOM. FCU PZO1 AND FCU;-Pn2. �,...._.......W LEVEL P-2 AREA OF WORK n4t, SCALE: NOT TO SCALE c) IF THIS DRAWING 15 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1' 2' 4' 6' 8' 10' N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB# 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 J AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB# 07-1384 07/08/08 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT 8c PRE -ACTION DETECTION 84 CONTROL FIRE HIEF EQUIPMENT 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR U111JZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 10-1080 # OF SHEETS: 7 DRAWING NO.: 2133-2.2 VIA 3/4" CONDUIT. INSTALLATION OF CONDUIT BY VECA ELECTRIC BFAP SLC FROM ELEVATOR LOBBY SMOKE DETECTOR 120VAC FROM PNL: CKT. BY VECA ELECTRIC c —2B CLOSE DAMPERS ECARO-25 8 ZONE D UPS ROOM P201 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED —r 18 AWG SOLID, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS. ADDRESSABLE LOOP OR NON—SHIELDED BELDEN 9571 SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER LIMITED CIRCUIT). SINGLE CONDUCTOR 12 AWG, THHN. 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NOTE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. SHUT DOWN FCU—P201 SHUT DOWN FCU—P202 SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, I=IONIZATION, D=DUCT) MANUAL RELEASE STATION ABORT STATION (EXISTING) DAMPERS FSD-7, FSD-8, AND FSD8A ARE NORMALLY DE—ENERGIZED AND CLOSED. T—TAP NEW SLC -2 CIRCUIT FROM THE CHEETAH AND RUN DOWN TO PARKING LEVEL 2 UPS -201 VIA 3/4" CONDUIT. VECA ELECTRIC IS RESPONSIBLE FOR INSTALLATION OF CONDUIT. THIS SLC IS FOR MONITORING OF NEW FRCM MONITOR MODULES WHICH MONITOR THE SHP PRO PANEL FOR TROUBLE, ALARM, ANS SUPERVISORY. FRCM [2053] IS TO MONITOR TROUBLE RELAY ON SHP PRO. SEE SHEET 4.3. FRCM [2054] IS TO MONITOR SUPERVISORY RELAY ON SHP PRO. SEE SHEET 4.3. FRCM [2055] IS TO MONITOR ALARM RELAY ON SHP PRO. SEE SHEET 4.3. FMM-1 MONITOR MODULE IS TO MONITOR TROUBLE ON CRM -4 INSIDE SHP PRO PANEL. ADDRESS MUST BE DEFINED UPON INSTALLATION. SEE SHEET 4.3. FMM-1 MONITOR MODULE IS TO MONITOR ALARM ON CRM -4 INSIDE OF THE SHP PRO PANEL. ADDRESS MUST BE DEFINED UPON INSTALLATION. SEE SHEET 4.3. INPUT #5 SUPERVISES AGENT DISABLE SWITCH (ADS) AND HVAC INHIBIT SWITCH (HS). SEE SHEET 4.3. POWER TO HVAC EQUIPMENT AND INTERLOCK/CLOSURE WIRING IS TO BE INSTALLED BY VECA ELECTRIC. COORDINATE WITH MACDONALD—MILLER. 120VAC POWER IS TO BE PROVIDED BY VECA ELECTRIC. DOCUMENT PNL # AND CKT # FOR AS BUILT PURPOSES. DETECTION IS TO OPERATE IN A CROSS—ZONED MANOR. FCE TECHNICIAN SHALL VERIFY DIP SWITCH SETTINGS WITH SHP PRO MANUAL. SEE SHEET 4.3 FOR COMPLETE SHP PRO WIRING DETAILS. AGENT RELEASING SHP SUB PANEL BFAP (NOTIFIER) FMM-1 MODULE SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE—ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE—ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE—ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR HVAC EMERGENCY SWITCH UPS P-2 CLEAN AGENT DESIGN (PER PRELIMINARY P-2 . UPS CLEAN AGENT DESIGN DC -2 REVS UNDER JOB# 09-2040 AC -6 ADDITION AC -4 REVISIONS JOB# 09-1300 AS BUILT JOBS 07-1384 AND 07-2075 NEW WORK UNDER JOB# 07-1384 DIGITAL FOR -.ST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL IRE HiEF a } t 0.UIPMEjNT 1 s� 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DESCRIPTION THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. FLAG N OTES 1. FCE TECHNICIAN IS TO PROGRAM SHP PRO PANEL FOR CROSS ZONED DETECTION NAS DETAILED IN THE SEQUENCE OF OPERATIONS ON SHEET 1.0. REFER TO SHP PRO INSTALLATION MANUAL. 2. INPUT #5 IS DEFINED AS A SUPERVISORY INPUT. CHEETAH CLASSIC S SLC -2 FROM S CHEETAH PACP ON 1ST FLOOR. SEE SHEET 2.0 FOR LOCATION. TROUBLE 000000 Z z 5 5¢ m w 0 0 o Z z 0 0 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) [2053] SUPV. 000000 Z Z 5 5 a m !n 0 O O Z Z to 0 0 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) ALARM [2054] TOP LEVEL ASSY 10 -2452 - PCB 02-10670 REV A 103K ELR 0 000000 Z Z? 15 a m 0 o z z N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-019) [2055] FRCM 55-019 WIRING DIAGRAM LOCATE ALL 3 ABOVE SHP PRO PANEL NOT TO SCALE K EL 0 } U w z 0 oo N J cc UJ co0 0 an 0 25 DETECTORS MAXIMUM PER CIRCUIT 0 0 0 OPTIONAL RELAY MODULE 10-2204 CUT FOR 0 ohm r_ BASES ON DETECT CIRCUIT #1 R89 P9 0 0 GND 0F1 OPTIONAL RELAY MODULE 10-2204/ DIAGNOSTICS 4.3K 4.3K EOL EOL &&&b&obb&&o - + DETECT #1 + DETECT #2 - + INPUT #3 1), - + INPUT #4 - + INPUT #5 1 2 6 7 8 9 10 3 4 5 POWER LIMITED P3 11 12 13 R52 1-0 CUT FOR 0 ohm BASES ON DETECT CIRCUIT #2 O AC NORMAL 0 ALARM O PREDISCHARGE 0 0 RELEASE O SUPERVISORY O RELEASE DISABLED O TROUBLE O PANEL SILENCED O ABORT 0 O GROUND FAULT NON POWER LIMITED 2 I3 +4 OPTIONAL CLASS A INPUT MODULE 10-2450 P6 ENABLE 0 DISABLE RESET SILENCE 0 SW4 CON FIG SWITCHES 10 10 AC 1OA F2 P1 AC ECOND RYI BATTER BATT 1OA X1 24V X2 nrYmmn H2 120V H1 v AC NEUTRAL AC LINE > CHASSIS GROUND > 4 CHASSIS GROUND (EARTH) CONNECTION SHALL BE MADE 120VAC FROM PNL: _______ DIRECTLY TO STANDOFF IN DECICATED BREAKER: ENCLOSURE. NOTE: DO NOT USE KNOCKOUTS IN BOTTOM OF PANEL. THE BOTTOM OF THE PANEL IS RESERVED FOR BATTERIES ON 1 2 3 4 5 6 7 8 9101112 • U10 ®®® • P7 OPTIONAL CLASS A OUTPUT MODULE 10-2448 0 0 0 0 -o 4. c+ O + �I m o m o+ 01 RESETTABLE AUX +24VDC, 2.OA MAXIMUM COMMON FOR BOTH AUX AND RESETTABLE AUX AUX +24VDC, 2.OA MAXIMUM COMMON FOR BOTH AUX AND RESETTABLE AUX AUX +24VDC, 2.OA MAXIMUM (+) O< HSA2-3-75cd (-) 10K ELR, 2.OA MAX. 1ST DETECTOR ALARM 10K ELR, 2.OA MAX. 2ND DETECTOR ALARM SA2-2-1 5cd 10K ELR, 2.OA MAX. DISCHARGE (-) 0 NOTES: 1. ALL WIRING IS SUPERVISED EXCEPT RELAY AND AUX +24V OUT. 2. DETECTOR CIRCUITS HAVE COUNTING ZONE CAPABILITY. 3. CIRCUITS ARE POWER 'LIMITED, EXCEPT P1 CIRCUITS. 4. IF USING 0 OHM BASES OR CONTACT CLOSURE DEVICES ON DETECT #1 OR #2, CLIP THE APPROPRIATE 0 OHM JUMPER. 5. EARTH GROUND CONNECTIONS " " ARE PROVIDED FOR SHIELD TERMINATIONS IF SHIELDED CABLES ARE USED. BATTERY #1 12VDC 7AH TYPICAL SINGLE HAZARD PANEL - SHP PRO (MRCP) S ALE: NTS BATTERY #1 12VDC 7AH CLEAN AGENT MANUAL RELEASE 20K ELR CLEAN AGENT ABORT STATION 20K ELR DISARMED NC ARMED ARM DISCONNECT SWITCH 10-2299 (ADS) 0-V -O NO IMPULSE RELEASE MODULE 10-2748 (IRM) YEL— GRN - 3' WIRE LEAD (PN:02-12755) TO IMPULSE VALVE OPERATOR (IVO) O NON POWER LIMITED ABORT 47K ELR 0 RELEASE (NOT USED) 0 0 0 - o 0 PRE -DISCHARGE - o ALARM 47K ELR 0 0 U � 0 z Zs W N Ltl HF- -I I- --- a CRM -4 Oa n. P8 0 0 0 0 0 0 0 0 0 0 0 O --O NC /- 20K ELR HVAC INHIBIT SWITCH 800T-H31B (HIS) CRM -4 10-2204 WIRING DIAGRAM LOCATED OVER SLOT P8 NOT TO SCALE FOR FSD POWER INTERRUPTION. FSDs ARE TO BE WIRED FAIL SAFE, POWERED OPEN. WIRING BY VECA ELECTRIC. 0 0 0 0 0 0 NC C NO NC C NO \o R -20E / \ 18-35V 115V OV 230V FOR HVAC UNIT SHUTDOWN. UP TO TWO UNITS MAY BE WIRED TO THIS RELAY. WIRING BY VECA ELECTRIC. 0 NC 0 0 0 C NO NC C NO R -20E 18-35V 115V OV 230V 0 0 0 0 0 R -20E HVAC INTERLOCK WIRING LOCATE WITHIN 3' OF MRCP NOT TO SCALE 13 +� ip --l+ 9 FMM-1 9 8 1 7 2 6 3 5 40 +� a 0 (-)t SLC LOOP FROM (+)t PREVIOUS DEVICE 019 08 -3 -0 FMM-1 D 1 7 2 6 3 5 4� +� + (+) (-) (+) (-) (-)t SLC LOOP TO (+)t NEXT DEVICE FMM-1 MONITOR MODULE LOCATE BOTH ABOVE SHP PRO PANEL NOT TO SCALE SEE SHEET 2.21 FLAG NOTE 17 FOR POINT OF CONNECTION. (SMOKE DETECTOR LOCATED IN ELEVATOR LOBBY. N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB# 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 J AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB# 07-1384 07/08/08 REV. # DESCRIPTION DATE DIGTAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT 8c PRE—ACTION DETECTION 8c CONTROL 111)13 1111)) fr2JJF1RE cI;EFf VI.EQUIPMN7! 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRIIIL.N PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 10-1080 # OF SHEETS: 7 DRAWING NO.: 2133-04.3 LB LBDLLW P201 P2 UPS ROOM P201 PIPING PLAN SCALE: 1/4" = 1'0" FLAGNOTES 1. NOZZLE MUST AVOID OBSTRUCTING RETURN AIR GRILLE. COORDINATE WITH MACDONALD-MILLER. 2. 3/4" THICK PLYWOOD TO BE INSTALLED ON WALL BY OWNER. 180' 1.5" NOZZLE W/ 0.3281" DRILL 0 P/N 80-049-3281 1.5" 0 1' 1.5" 0 0'-6" n 45' ELB. 45' ELB. 4 3" x 1.5" REDUCER FILL: 128 LBS PIPING ISOMETRIC TANK 4-1, 215LB. CONTAINER BUILDING 7.E1, IDU. r NOT TO SCALE 7 -ANNA 1 a r ROOD fi 1 I 1 f 1 NEW UPS ROOM P201 ff tCTll lLi-ithifL:'rrriatru aT: rarrft: , rx LEVEL P-2 AREA OF WORK N4* SCALE: NOT TO SCALE 1k+1W IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 2' 4' 6' 8' 10' N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN 01/26/10 L DC -2 REVS UNDER JOB# 09-2040 06/18/09 K AC -6 ADDITION 05/27/09 J AC -4 REVISIONS JOB# 09-1300 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 12/20/08 H NEW WORK UNDER JOB# 07-1384 07/08/08 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL ORIGINATING JOB NO.: 00-2133 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED # OF SHEETS: 7 JOB NO.: 10-1080 1)1[11111I 11)) 221 /8" 020" 1 29 1/8" 1 12" 70-268-X 215 LB CONTAINER STRUCTURAL WALL MOUNTING DETAIL FOR 70-268, 215 LB. CONTAINER NOT TO SCALE CEILING/WALL STRUCTURAL MEMBER P1000 CHANNEL UNISTRUT 70-1310-X MOUNTING STRAP NOTES FOR CLEAN AGENT SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER, NOT CUT LENGTH. 2. NODE POINTS REFER TO FM-200/ECARO-25 FLOW CALCULATION PROGRAM. (ECARO-25 DOES NOT USE NODE SYSTEM) 3. DIMENSIONS NOT FOR FABRICATION. 4. PIPE GRADES & TYPES SHALL BE IN ACCORDANCE WITH NFPA 2001 TABLE A -2-2.1(a) (for threaded connections) OR TABLE A -2-2.1(b) (for rolled groove or welded connections) AND TABLE A -2-2.1(c) FOR ALL TYPES OF CONNECTIONS. 5. PIPE SIZES 3 IN. TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 6. COUPLINGS FOR SIZES 3 IN. AND 2 1/2 IN. SHALL BE VICTAULIC® STYLE 77 OR GRUV—LOCK® STYLE 7001. NO ALTERNATES ACCEPTABLE. 7. FITTINGS TO BE GROOVED TYPE LISTED AND OF THE SAME MANUFACTURER AS THE COUPLINGS. ALL FITTINGS SHALL BE CLASS 300 MALLEABLE OR DUCTILE IRON. 8. GROOVED FITTINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL. 9. GASKET MATERIAL FOR ALL GROOVED FITTINGS SHALL BE EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS. 10.2 REMOVE ALL EXCESS LUBRICANTS. DISCHARGE PIPING PIPE CLAMP 4—WAY EARTHQUAKE BRACE "UNI—STRUT" CHANNEL OR EQUAL "UNI—STRUT" PIPE CLAMP OR EQUAL SECURE "UNI—STRUT" TO FLOOR, TYP. DISCHARGE PIPING CEILING/WALL STRUCTURAL MEMBER CONCRETE CEILING SIZE ACCORDINGLY TO PIPE DIAMETER. 10. FITTINGS 2 IN. AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE. (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) 11. ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED OR MALLEABLE STEEL. 12. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL OIL, CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. 13. ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NFPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3. 14. FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. 15. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 40PSI FOR 10 MINUTES. DISCHARGE PIPING 2—WAY EARTHQUAKE BRACE QUICK BOLT COUPLER ALL THREAD ��`` RING HANGER DISCHARGE PIPING PIPE CLAMP "UNI—STRUT" CHANNEL OR EQUAL "UNI—STRU" PIPE CLAMP OR EQUAL DISCHARGE PIPING WALL MOUNT — SECURE "UNI—STRUT" TO STRUCTURAL MEMBER, TYP. WALL MOUNTING PLATE. SECURE TO STRUCTURAL MEMBER "UNI—STRUT" PIPE CLAMP OR EQUAL -1'PICAL PIPE SUPPORT DETAIL SCALE: NTS "UNI—STRUT" CHANNEL OR EQUAL DISCHARGE PIPING N UPS P-2 CLEAN AGENT DESIGN (PERMIT SET) 04/20/10 M PRELIMINARY P-2 UPS CLEAN AGENT DESIGN L DC -2 REVS UNDER JOB# 09-2040 01/26/10 06/18/09 K AC -6 ADDITION J AC -4 REVISIONS JOB# 09-1300 05/27/09 03/24/09 AS BUILT JOBS 07-1384 AND 07-2075 H NEW WORK UNDER JOB# 07-1384 12/20/08 07/08/08 REV. # DESCRIPTION DATE DIGITAL FOEEST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL (C11111111 (CIL 111;( //,FIRE ��E$rr{CHIER UIPMENTPEQ 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: JSL DATE: 12/17/07 PROJECT MGR: JAS APPROVED BY: RFV DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 10-1080 # OF SHEETS: 7 DRAWING NO.: 2133-06.1 r d 1 1 10-2200 2 1 10-2217-R-1 3 10-2204 4 1 10-2190-2 5 5 02-3710 6 3 02-3646 7 5 10-1639 8 6 20-110 9 18 67-1032 10 24 63-1021 42 63-1023 10 55-020 14 55-019 9 55-021 9 55-022 10 55-023 6 10-1832 1 70-086-268-1031-04 1 80-066-3125 1 70-090-790-1031-04 2 80-066-5312 1 70-0830-602-1031-04 80-066-5312 1 80-066-3438 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 1 70-156-0417-1031-06 2 80-048-4531 1 70-155-0236-1031-06 2 80-048-3320 1 70-156-0514-1031-06 2 80-050-5156 - 70-156-0418-1031-06 - 80-049-5000 7 02-3645 35 7 02-3646 36 5 F5-MANL 37 5 F6 -ABORT 38 8 MR201/CR 39 3 DH100ACDC 40 7 P2475 41 1 P2415 42 8 S2415 43 2 MDL e BILL OF MATERIALS CHEETAH, CONTROLLER CHEETAH, ENCLOSURE W/ XFMR CRM -4 SUPPLEMENTAL RELAY MODULE BATTERY PACK, 2 17AH BATTERIES MANUAL RELEASE STATION FM -200 DISCHARGE LABEL FOR PULL STATION ABORT STATION BELL SMOKE DETECTOR IONIZATION SMOKE DETECTOR PHOTOELECTRIC DETECTOR BASE FAST RESPONSE CONTACT MONITOR -MINI FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE SOLENOID RELEASING M0DULE DUAL RELAY MODULE AGENT RELEASE MODULE 3751B TANK WITH 268115 FM -200 NOZZLE 2 180 Deg 100018 TANK WITH 790185 F9l-200 NOZZLE 2 180 Deg 65018 TANK WITH 602LBS FM -200 NOZZLE 2" 180 Deg NOZZLE 2" 180 Deg 65018 TANK WITH 417185 ECARO-25 NOZZLE 1-1/4' 180 Deg 37518 TANK WITH 236LBS ECARO-25 NOZZLE 1-1/4' 180 Deg 65018 TANK WTIH 514185 ECARO-25 NOZZLE 2 180 Deg 65016 TANK WITH 418LBS ECAR0-25 NOZZLE 1-1/2' 180 Deg SIGN FOR DISCHARGE STROBE SIGN, 'CAUTION THIS ROOM...". INSTALL ON DOOR SIGN FOR MANUAL RELEASE STATION SIGN FOR ABORT STATION CONTROL RELAY, DPDT DUCT SMOKE DETECTOR HORN/STROBE HORN/STROBE STROBE MDL SYNCHRONIZATION MODULE 1 GANG 80X 2 GANG BOX 4' SO 1 1/2' DEEP 4' SO W/ RING 4' SO W/ RING 4' SO 4' SO 4' SO 4' SQ TANK 1-1 TANK 1-2 TANK 1-3 TANK 2-1 TANK 2-2 TANK 2-3 TANK 3-1 SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM, EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION & CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1, 2 & 3. DETECTION & CONTROL FOR EACH PHASE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM-200/PRE-ACTION CONTROL PANEL. REV "H" SCOPE OF WORK - INSTALL CROSS -ZONED DETECTION, CLEAN AGENT DISCHARGE STROBES, 30 SECOND COUNTDOWN BELL, MANUAL RELEASE AND ABORT STATIONS IN DC -3. -INSTALL CLEAN AGENT TANK WITH PIPE NETWORK FOR NEW CLEAN AGENT SUPPRESSION ZONE C. - INSTALL 1 FRCM MONITOR MODULE TO MONITOR INTERNAL RETURN AIR SMOKE DETECTORS IN NEW ROOF TOP UNIT AC -4. -INSTALL 1 R2M RELAY MODULE TO SHUT DOWN AC -4 UPON 2ND DETECTOR ALARM IN NEW CLEAN AGENT ZONE C. NOTE: NEW WORK DONE UNDER JOB# 07-2075 REFLECT CHANGES TO SHEETS 1, 2, AND 3. THE WORK UNDER JOB# 07-2075 ALSO INCLUDE THE ADDIDON OF SHEETS 2.1, 4.1, AND 4.2. (THIS SET CONTAINS SHEETS 1, 2, 2.1, 3, 4.1, AND 4.2.) CEILING (OPEN OR ATC) 4' SQ 1 4' SQ 1 4' SQ 1 4' SO 1 4/0 OR VISUAL ONLY DEVICES 11 1/2' DEEP 1/2' DEEP 1/2 DEEP 1/2' DEEP NIDI):; IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE P909 RASED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION 80' CTL PNL (66" FOR REDMOND) 4 FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE F1KE FlKE FlKE FlKE FlKE FlKE FlKE F1KE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE FlKE ALPHA OMEGA ALPHA OMEGA NOT1F1ER SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR PRE -ACTION CLEAN AGENT PANEL BATTERY CALCULATIONS QUANITIY DEVICE STANDBY CURRENT DRAW AUX POWER SUBTOTAL TOTAL (mA per device) 1 Cheetah System Controller 250.00 mA 1 CRM -4 0.00 mA 3 Communication Loop 3+22 FRCM 0.46 mA 2+9 SOM 0.32 mA 1+6 SRM -ARM 0.27 mA 3 SRM -SOLENOID 0.27 mA 2+8 R2M 0.54 mA 3+24 Photoelectric Detector 0.50 rnA 3+ 18 Ionization Detector 0.50 rnA TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP (mA per device) 0.00 mA 11.50 mA 3.52 mA 1.89 rnA 0.81 mA 5.40 mA 14.00 mA 10.50 mA (mA needed) 250.00 mA 0.00 mA 47.62 rnA TOTAL STANDBY CURRENT QUANTITY DEVICE ALARM CURRENT DRAW AUX POWER SUBTOTAL 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 3+22 FRCM 2+ 9 SOM 1+6 SRM -ARM 3 SRM -SOLENOID 2+8 R2M 3+ 24 Photoelectric Detector 3+ 18 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP (mA per device) (mA per device) 250.00 mA 10.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 rnA 0.50 mA 0.53 mA 10.00 mA 1.20 mA 69.43 mA 11.50 mA 9.35 mA 71.89 mA 4.41 mA 5.40 rnA 14.00 mA 10.50 mA 297.62 rnA TOTAL (mA needed) 250.00 mA 10.00 mA 127.05 mA 1+8 MR -201/C RELAY 30.00 mA 300.00 mA 270.00 mA 1J6 94119 2 MDL Synch Module 4 Hom/Strobe 75cd 1 Hom/Strobe 15cd 1+ 8 Discharge Strobe 30.00 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 210.00 mA 32.00 mA 592.00 mA 78.00 mA 477.00 mA TOTAL ALARM CURRENT BATTERY REQUIREMENT CALCULATIONS 24 FIRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED INCLUDING+20% RESERVE BATTERIES PROVIDED 17 AMP/HOUR GELL CELL (REMAINING CAPACITY) 210.00 mA 32.00 mA 592.00 mA 78.00 mA 477.00 mA 2016.05 mA 7.1429 A 0.1673 A 7.3102 Amo/Hr 8.7722 Amp/Hr 17 Amp/Hr 8.2278 Amp/Hr GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO -TEE' TAPPING IS ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7. DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. ALL DEVIATION SHALL 8E MARKED UP ON THE AS BUILT. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL 8E GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AIR SUPPLY GRILLES. OR DIFFUSERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 14. ALL BACKBOXES MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION :9. IL :e E N TA 0 .. :L •.� 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE )VIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL 1IRCUTTS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL BE IN CONDUIT. ECARO 25 (HFC -125) CLEAN AGENT VOLUMETRIC CALCULATIONS - © 8.0% DESIGN CONCENTRATION ROOM NAME ROOM NUMBER TANK NUMBER ZONE AREA SQ. FT. HGHT. FT. VOLUME CU. FT. FLOODING FACTOR ELEV. FACTOR AGENT REQUIRED ACTUAL AGENT NOTES CO -LOCATION ROOM #2 425 2-1 B 951.81 14.0 13325.31 .0274 1.0 366 LBS 417 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-2 B 539.31 14.0 7550.31 .0274 1.0 207 LBS 236 LBS ACTUAL AGENT I5 AT 9.00 CONCENTRATION DC -3 426 3-1 B C 955.46 14.0 13376.44 2 4 .0274 1.0 AGENT TOTAL 0 0 3622.96 50721.37 B N :A 367 LBS 1392 LBS 418 LOS 1585 LBS REFERENCE NFPA 2001 CURRENT EDITION TABLE A.5.1. (i) HFC -125 TOTAL FLOODING QUANTITY 0 0 0 0 ACTUAL AGENT IS AT 9.0% CONCENTRATION 0 0 0 N- F SIZE LE DETECTOR SPACING The volume of the spaces served is 112,873 cu. ft. - there will be 3 a/c units (A/C 1 - 4, one redundant) of 27,000 cfm ea. supplying the space for a total of 81,000 cfm. 81,000/112,873=0.72 x 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING IS 187sgft PER DETECTOR AS REQUIRED BY THE TABLE BELOW. MIN/AIR CHANGE AIR CHANGES/HOUR SQ FT/DETECTOR 1 60 125 2 30 250 3 20 375 4 15 500 5 12 625 6 10 750 7 8.6 875 8 7.5 900 9 6.7 900 10 6 900 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AIR MOVEMENT AREAS) SEQUENCE OF OPERATION ALARM INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES VIA BFAP CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE ALARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN HVAC UNITS.. TIMER EXPIRES: SYSTEM DISCHARGES AGENT I5 RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: CLEAN AGENT DISCHARGE WILL BE PREVENTED UNTIL THE SWITCH 15 RELEASED. OPERATION OF THE ABORT SWITCH HAS NO EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH IS ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). ••NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDITION TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SFO FNT'F INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE CLEAN AGENT CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND L91 AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. 1,JNDER ARE -ACTION ZONE 3 PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY ROOM - EQUIPMENT ROOM #1 -COLOCATION ROOM #1 PHASE 2: PRE -ACTION ZONE 2 - COLOCATION ROOM #2 PHASE 2• PRE -ACTION ZONE 3 - COLOCATION ROOM #3 PHASE 2; PRE -ACTION ZONE 3 W CLEAN AGENT ZONE Al CLEAN AGENT ZONE A2 CLEAN AGENT ZONE A2 CLEAN AGENT ZONE 8 CLEAN AGENT ZONE C ila 4@ D --(o C2O s /(Q� �- SITE LOCATION MAP H NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 REV. # NEW WORK UNDER JOB# 07-2075 DESCRIPTION 12/17/07 DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM DIGITAL FOREST TUKWILA WA APPROVED BY: BVH 1116 IKON/OWN 6 THE PROPERTY Dr FRE C00F MINER COMPANY, INC. SUBMTTED W CONFIDENCE AND 115 NOI TO Of USCLOYD OR IITE6ED WITHOUT WRRTEN PERMSSYN FROM FIRE CHIEF MUNRO COMPANY, NC. SCALE' AS NOTED JOB NO 00-2133 SHEET: 1 OF 10 DRAWING NO.: 2133-01.0 C C 6 CC O C J E APMElT ROOM..V. '1 420.1_ BATTERY ROOM 1 421 ZONE Al C 1 FLAGNOTES DUCT SMOKE DEFECTORS FOR ROOF TOP AC UNITS (1-4) FRCM MONITOR MODULE MONITORS INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -2. SEE SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE SHUTS DOWN ROOF TOP UNIT AC -2 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. FRCM MONITOR MODULE MONITORS INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -3. SEE SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE SHUTS DOWN ROOF TOP UNIT AC -3 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. BYPASS CONTROL PANEL CONTAINS TWO BYPASS SWITCHES AND MINI FRCM MONITOR MODULES. SEE ONE -UNE ON a I' Ia4 NEW CLEAN AGENT TANK. SLC -2 AND 24VDC POWER ACCESS TO NEW DEVICES. DAMPER LOCATIONS AND QUANTITIES TO BE VERIFIED UPON COMPLETION OF MACMILLER DRAWINGS. EXISTING EQUIPMENT TO REMAIN AS INSTALLED. FRCM MONITOR MODULE MONITORS INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -4. SEE SHEET 4.2 FOR WIRING DETAIL. 1/ N 1-44 CO- LOCATION ROOM41 423 1 r - lel R2M RELAY MODULE SHUTS DOWN ROOF TOP UNIT AC -4 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE C. SEE SHEET 4.1 FOR WIRING DETAIL. CONTROL RELAY INSTALLED FOR DAMPER SHUTDOWN. EXISTING RELAY MODULE TO BE RE-PREGRAMMED TO CLOSE DAMPERS 18 AND 19 UPON CLEAN AGENT ZONE B OR ZONE C ALARM PER SEQUENCE OF OPERATIONS ON SHEET 1. IT IS CURRENTLY PROGRAMMED TO ONLY CLOSE DAMPERS UPON ZONE 8 ALARM. DEMO FLAGNOTES e DETECTOR TO BE REMOVED FROM SERVICE. RETAIN LOOP INTEGRITY AND COVER BACK BOX. LABEL COVER "SLC -3." DISCHARGE STROBE TO BE REMOVED DUE TO DOUBLE DOORS BEING REMOVED AND COVERED UP. RETAIN WIRE INTEGRITY TO REMAINING DEVICES. LEGEND PACP ISTUI X DUCT SMOKE DETECTOR ❑M MANUAL RELEASE STATION LI ABORT STATION HORN/STROBE BELL DISCHARGE STROBE ICRXI CONTROL RELAY (X=SEQUENTIAL NO.) IFRCMJ FAST RESPONSE CONTACT MONITOR TELE/DATA I LOBBY CORRIDOR 400 1 VACANT AREA 14501 OPEN OFFICE 1441' G OFR 1 435 1 I°I ISI "'—RECEPTION 430 OFFICE 14361 1 433. CO-LOCATIO ROOM # 1 4 5 1 ,>ZO PRE -ACTION & FM -200 CONTROL PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) ISRMI ISOMI IR2MI IARMI SOLENOID RELEASING MODULE DAMPER SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE CEILING IPOSI E CO -LOC ON ROOM #3 12x:J' IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1'2' 4' 6' 8' 10' PRESSURE OPERATED SWITCH ® SPRINKER RISER (WET OR PRE -ACTION) I SOLI SOLENOID IAPSI ALARM PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) ILPSI LOW PRESSURE SWITCH (PRE -ACTION SPRINK. SYSTEM) 1 TSI TAMPER SWITCH [ XXX J DEVICE ADDRESS BFAP HORN/STROBE BH/S FLOOR PLAN TO CONTROL PANEL (OR MODULE) SCALE: 1/8" = 1'0" 4" or 4" 11/16" BOX FLEX CONDUIT INSTALL ON TANK ASSEMBLY TRUE CEILING HEAD AGENT RELEASE MODULE GAS CARTRIDGE ACTUATOR 1" CHASE NIPPLE 1" RIGID COUPLING 1" x 1/2" BUSHING 1" LOCKNUT 1/2" LOCKNUT LIE SQUARE BOX BASE AGENT RELEASE MODULE/ DETECTOR MOUNTING DETAIL ACTUATOR DETAIL NOT TO SCALE NOT TO SCALE BY FCE N+ WORK DONE UNDER PHASE 1 WORK DONE UNDER PHASE 2 H NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 F NEW WORK UNDER J013# 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159711 PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTC DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH THIS INFORIMRN IS THE PROPERTY OF FIRE CHIEF EOUIPMENI COMPANY, INC. R 5 SUMMED IN CONFOENCE MIO 05 NOT 10 RC 0501.05E0 OR IRILIZEO WITHOUT WRITTEN PERIASSM FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED DIGITAL FOREST TUKWILA WA JOB NO 00-2133 SHEET: 2 OF 10 DRAWING NO.: 2133-02.0 1 O O 1.5 2 3 4 5 6 a 4 I 4 I i I F N , 0 4 I 4 o- o - REV "H" FLAGNOTES NEW AC -UNIT. INTERNAL SMOKE DEFECTORS HAVE BEEN INSTALLED FOR SUPERVISION BY PRE-ACTION/CLEAN AGENT CONTROL PANEL. EQUIPMENT SHOWN ON SHEET 2.0. H ROOF TOP FLOOR PLAN SCALE: 1/8' = 110" N IF THIS DRAWING IS 11" 17" IT HAS BEEN EDUCED TO 1/2 SIZE. 0 1' 2' A' 6' 6' 10' H NEW WORK UNDER JOB# 07-1384 07/08/08 0 AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 NEW WORK UNDER JOB# 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA 1NFORW00N IS DIE PROPERTY OF FIRE CHIEF E06NLENT COMPANY. INC. D 4 5UPo1111E0 10 Cgf10ENCE AND 16 EAI l0 DE DRS0.0S60 DE 4101010 0)110061 0)1O1EN PERM65NM1 FRAM 101 CHEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 3 OF 10 DRAWING NO.: 2133-2.1 CLOSE ECARO-25 DAMPERS TANK C-1 DEMO FLAGNOTES DETECTOR TO BE REMOVED FROM SERVICE. RETAIN LOOP INTEGRITY AND COVER BACK BOX. LABEL COVER 'SLC -3.' DISCHARGE STROBE TO BE REMOVED DUE TO DOUBLE DOORS BEING REMOVED AND COVERED UP. RETAIN WIRE INTEGRITY TO REMAINING DEVICES. FLAGNOTES D:>. SLC -2 AND 24VDC POWER ACCESS TO NEW DEVICES. DAMPER LOCATIONS AND QUANTITIES TO BE VERIFIED UPON COMPLETION OF MACMILLER DRAWINGS. EXISTING RELAY MODULE TO BE RE-PREGRAMMED TO CLOSE DAMPERS 18 AND 19 UPON CLEAN AGENT ZONE B OR ZONE C ALARM PER SEQUENCE OF OPERATIONS ON SHEET 1. IT IS CURRENTLY PROGRAMMED TO ONLY CLOSE DAMPERS UPON ZONE B ALARM. WIRE LEGEND A = 2 CONDUCTOR, POWER UMITED FPL TWISTED, SHIELDED 18 AWG SOUD, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER UMITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NATE_ FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. LEGEND IPAC PI PRE -ACTION & FM -200 CONTROL PANEL (SOMI SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT I STUI I CR X1 IFRCMI [SRO IR2MI IARMI SMOKE SENSOR POSI (P=PHOTO, 1=10N1 MOON, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR IMDLI SYNCHRONIZATION MODULE ISOLI I APSI I LPSI 1 TS 1 XXX SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 414 CHIEF pUIPMENT DRAWN BY: FTG DIGITAL FOREST TUKWILA WA DATE: 08/11/00 PROJECT MGR: RMM H NEW WORK UNDER JOB# 07-1384 07/08/08 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 APPROVED BY: BVH JOB NO' 00-2133 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 F NEW WORK UNDER JOB 07-2075 12/17/07 SCALE AS NOTED REV. # DESCRIPTION DATE pxa aroxw��i%vN a THE ppopemr a pa[ CI. [WNW M!.CCIIPANY.WI INC. n 6 pix,1,VT p gyµEp y.��p p p OR ��� WITHOUT� SHEET: 4 OF 10 DRAW NG NO.: 2133-03.0 ALARM TROUBLE TO BUILDING FIRE ALARM PANEL CONTACTS (NOT CRM4 CONTACTS) P1 o 24V 0 24V O. BAT 0 BAT 0 F1 7.5A FUSE 154 FUSE F2 TPI T ❑O O GND 24V BATT PANEL MOUNTED CRM4(B REFER TO WIRING DIAGRAM THIS SHEET. TO OP VOLOTAGE P2 T 'E T 1- SUPRV. ALARM TROUBLE N.O. HELD CLOSED 0 atection Systems O O PRE -ALARM WARNING O FIRE ALARM O SUPERVISORY O TROUBLE 0 AC POWER O ALARM SILENCE O SUPERVISORY SILENCE 0 TROUBLE SILENCE RESET SILERM NCE ACK DRILL STEP (RCE") ABCD 1 EF2GH M3KL MNOP ORST 5 UV1Vx 6 n 521101.1 B SPECMLS 9 El ICI F1 F4 F2 F5 F3 FIS CI CI O 0 (BLACK) (RED) RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY Y 0' 5 - m (GREEN) GROUND TO CABINET STAND-OFF (YELLOW) h 12V/17 AH BATTERY 12V/17 AH BATTERY SUPERVISED BATTERIES (2) 24VDC 0 12V-17 AH MAX. CHARGE CURRENT 3A MAX. DISCH. CURRENT 15A F3 F5 F4 2A FUSE 2A FUSE 2A FUSE SUPPLEMENTARY LOOP MODULE SLM 10-2203 - O za -0- 00 +O +O V -O +0 o,T1 swl o m AUDIBLE CIRCUITS 3 3 0. AuxO AUA +® AUX°, AUXQ P5 P6 - O za -O 00 +O +0 - 0 0 +0 +0 P7 P8 V -O 0 +0 +0 P4 4850 405© RES 0 RESO+ z �ry s oa V � - 0 - 0 +0 P9 CONTACT RATINGS: 2A 0 30VDC 0.5A 0 110VAC \\\ P41 HNC SUPERVISED POWER INPUT PNL: 4B-17 120VAC 0 2A 50/60 HZ PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY - DUCT DETECTOR SUPERVISORY `AHO 4 OO `iT1O C NC 90 co N0 I 0 NC N0 I C NC NO REUY REUY 2 40(00 3 441.404 NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 100000000001 CRM4 WIRING DIAGRAM NOT TO SCALE -. TO BUILDING FIRE ALARM L_ SLC LOOP TO NEXT DEVICE TO COLOCATE #3 ADDRESSABLE DEVICES TO COLOCATE #2 POWERED DEVICES TO COLOCATE #3 POWERED DEVICES TO COLOCATE #2 ADDRESSABLE DEVICES (+) 17T - J 11 ANALOG PHOTOTELECTRIC SENSOR (P/N 63-1021) WITH 6" BASE OR ANALOG IONIZATION SENSOR (P/N 67-1032) WITH 6" BASE (TYPICAL) FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) NOTE: WIRING 15 TYPICAL FOR ALL DEVICES, ACTUAL SEQUENCE OF DEVICES IS SHOWN ON THE RISER DIAGRAM. CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE 000000 FAST RESPONSE CONTACT MONOOR MODULE (P/N 55-020) 120VAC (BY SITE ELECTRICIAN) B® 100 A0 B0 C0 24V 120 9220/240 VAC DUCT DETECTOR 6 I c. C N.O. 7. 1� N.O. V) C SUPERVISORY TROUBLE 3 14 ---IF CONTACT CLOSES IN ALARM 5 600000 SUPERVISED OUTPUT MODULE (P/N 55-021) a o 0000 TO A/C UNIT STOP CIRCUIT BY SITE ELECTRICIAN DH100ACDC DUCT SMOKE DETECTOR SYNC MODULE (MDL) (*HORN CTL Z 1 (.Ylr- (-) (-x0- ( )ZONE 1 Z 2 (4)0 0(.)) TRBL(40 0(-) (-)0 0(+) ('(0 SLAVE IN SLV 0(-) (-)0 - 10K EOL WHERE SYNCHRONZATION IS NOT REQUIRED USE DETAIL SHOWN AT LEFT. 060000 SUPERVISED OUTPUT MODULE (P/N 55-021) 0000 SHUTDOWN 12ovac HOT EXH FAN 120VAC SWITCH LEG DAMPERS 120990 HOT 2.2K - WHEN ONLY ONE TANK IS CONNECTED INSTALL THE ENO OF LINE RESISTOR HERE. AGENT RELEASE MODULE 00 RED B UE TO EL TANK 0 GRN —0 010101010101010 O §O p p NT i SOLENOID RELEASING MODULE 55-022 SRM 0101010 120VAC SWRCH LEG AUX 24VDC TO 11+) NEXT DEVICE (-) REQUIRING POWER t 1010101010101 NC C NO NC C NO :0: MR -201/C 0 24 120240 171018101 CTL RELAY CR -X F 1510101010 55-023 R2M 5 _ o 0101010 AGENT RELEASE MODULE 2.7K 0 EOL �.p 0 RED BLUE O CERN GEL 0 RN 0 TO PRE -ACTION SOLENOID 010101010101010 • z • I � SOLENOID RELEASING MODULE 55-022 SRM s 0101010 TO TANK H NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 NEW WORK UNDER JOB# 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT 6408: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA TNS INFORMATION 15 114E PROPER11 OF FIRE GRIEF EQUIPMENT COMPANY. INC. SUBMITTED IN COMIDENCE AND 16 901 TO DE OSGLOED OR MOUND W10000 *AMEN PERMISSION FROM Ulf OAF EWIPMEN COMPANY. OC. SCALE: AS NOTED JOB NO• 00-2133 SHEET: 5 OF 10 DRAWING NO.: 2133-04.0 CB* NOTE 3 NOTE 2 [i OND cl DISCI* FIELD WIRING TB1* FU2 T3 FU3 °II O o DISC2 - GND ONO 120 VOLT CONVENIENCE OUTLET • • P80 FU12 VFD1 TR -2 Y1 DXR-8 FU5 Mi • 111 FU4 208-480 VAC T2 24 VA- RASD* SASD* PEM SAFRS* RAFRS* OLR2* OLR1* • COLR1* LPS1 DXR-6 Y2 I • I IY41 DXR-4 •I DXR-2 •I MI M2 HPS1 _ r GOT1 FCS1 1 FCS2 • TR OSASD* ORRASD* OCFC1 0 CC1 COLR2* LPS2 01 M2 HPS2 GOT2 TDR1* O GOT O COLR1* T1 T2 O CC2 COLR3* LPS3 01 M2 HPS3 G0T3 OGOT2 O COLO2* T1 T2 F�1 I FCS2 TDR2* COLR4* LPS4 M1 M2 HPS4 R3 3 GOT4 TDR3* O CC4 0 CFC2 CC3 0 G0T3 O COLR3* TI T2 AFS 0 CLO O GOT4 O COLO4* T1 T2 ECON. 4-20 MA EC1 51151 CONTROL---iEC21 OXR SI SWITCH OLR4* VFD1 RI -2 VFD1 ISNI • 11 • IS11 VFD2 R2-2 VFD2 fSHI • 11 • 1$11 VFD3 R3-2 VFD3 Isl. • 11 • Isc1 VFD4 R4-2 VFD4 1911 • IF 16CI PAGE 1 OF 1 LADDER DIAGRAM NOTE. ON LADDER DIAGRAM NOTE 4 1) BLUE LINES REPRESENT HIGH VOLTAGE. 2) GREEN LINES REPRESENT 24 VOLT CONTROL WIRING 1 •2 •3 •2 •3 OLR3 lr ECON DAMPER ACTUATOR 1 ECON DAMPER ACTUATOR 2 VFOI VFD1 VFD2 VFD2 ER ILI CFS* • 0 m CI TYPICAL OF AAON UNITS AC -1, AC -2, AC -3, AND AC -4. O R3 O 04 O R1 OR2 - GND SMOKE * DETECTORS 1 COND. FANS 1 & 2 COMPRESSOR 1 COMPRESSOR 2 COND. FANS 3 & 4 COMPRESSOR 3 COMPRESSOR 4 EXHAUST FAN 1 & 2 SUPPLY FANS 1 & 2 PBO SAFRS* \s1 Mom $ z z z 55-023 R20 PRE-ACTION/CLEAN AGENT SLC PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. WIRING BACK TO NEAREST DEVICE. R2M WIRING DIAGRAM SCALE: NTS FLAGNOTES TIE IN NORMALLY CLOSED CONTACTS FROM R2M HERE AS SHOWN IN R2M WIRING DIAGRAM. PBO TO BE HELD CLOSED. 3 RETURN AIR SMOKE DETECTOR TO BE MONITORED BY FRCM. SEE SHEET 4.2 FOR WIRING DETAIL. GNI GNO EXHAUST + FAN CONTROL FU13 •L1(R) U/T1 L2(S) V/T2 •L3(T) W/T3 OLR1* • VF02 OLR2 L1(R) U/T1 L2(S) V/T2 L3(T) W/T3 SUPPLY FAN MOTOR 1 SUPPLY FAN MOTOR 2 FU14 VFD3 OLR3* D�1 0�} FU15 •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 VFD4 OLR4* EXHAUST FAN MOTOR 1 TED • I3❑��ITB2 FU10 • L1(R) U/T1 L2(S) V/T2 L3(T) W/T3 EXHAUST FAN MOTOR 2 FU11 CCI AUX* CCH1* CC2 AUX* CCH2* CC3 AUX*CCH3* •--.-� - CC4 AUX* CCH4* FU6 CC1 Dom} COI CFCI COND FAN COND. FAN CONO. FAN • II • MOTOR 1 MOTOR 2 MOTOR 3 • 11 • CAP3 CFC2 CMOTORF4N CMOTORF5N CMOTORF5N • 11 • •.11 • FU7 CC2 FU8 CC3 1 FU9 CC4 =13 •1 • 1 • COMPRESSOR 4 EDI • I LAG 'AP4 r CA 5 COMPRESSOR 1 LEAD COMPRESSOR 2 LEAD COMPRESSOR 3 LAG DRAFTING NOTES. 1. MOTORS 5 HP ANO GREATER HAVE EXTERNAL OVERLOAD PROTECTION. MOTORS LESS THAN 5 HP HAVE INTERNAL PROTECTION. 2. FOR REPLACEMENT CONDUCTORS USE WIRE RATED AT LEAST FOR 90 DEGREES C ANO 600 VAC. 3. GROUND PER NEC 1993 AND CSA 1988. 4. END USER TO USE FOR REMOTE ANNUNCIATION. 5. TRANSFORMERS WILL BE PARALLELED TO MATCH CONTROL CIRCUIT LOAD. PARALLEL CIRCUITS ARE SEPARATE CIRCUITS. 6. CUSTOMER SUPPLIED - DRY CONTACTS. 7. CLO. ECS. AND LLC ARE N.C.. OPEN ON FALL THERMOSTATS. WHEN REPLACING WITH N.C. OPEN ON RISE. THERMOSTATS REVERSE THE EXISTING N.O. AND N.C. WIRES TO KEEP LOGIC THE SAME. B. CONTROL WIRING IS EXTRA LOW VOLTAGE (LESS THAN 30 VAC./ 9. BACKUP LIMIT PROTECTION I5 NOT REOUIRED ON 575 VAC UNITS WITH ELECTRIC HEAT. 10. SEE TRANSFORMER NAMEPLATE FOR ACTUAL COLOR DESIGNATIONS. II. COMPONENT ORIENTATION SHOWN FOR DIAGRAM CLARITY ONLY. ACTUAL COMPONENT ORIENTATION MAY DIFFER. DIAGRAM DESIGNATIONS COMPONENT LEGEND • SPLICE POINT — STRIPED WIRING —CONTRACTORS WIRING * OPTIONAL ITEMS COLR COMP COND CDR CM CR CSTB OFR GIFTS DFTCTL OI DISC OPS ECON ECS ER EVAN FANSW FCR COMPRESSOR OLR COMPRESSOR CONDENSER CHANGEOVER RELAY COMBUSTION MOTOR COMBUSTION RELAY COMMON SIDE TERMINAL BLK DEFROST RELAY DEFROST THERMOSTAT DEFROST CONTROL DOOR INTERLOCK DISCONNECT SWITCH DIFFERENTIAL PRESSURE SW. ECONOMIZER ECON. CHANGEOVER SWITCH ECONOMIZER RELAY EVAPORATORPS FAN SWITCH FAN CYCLE RELAY H } Q W t O F 20 H0LL' � QJOr F� LL,-W F- N ZOFN 0 060 WJQJS UZOWS~ yHWN ZZU WW�}dJUV�1u-{j UW WL0161W110 u¢uQWQ JKSWS 2.~-�(0W(�IF W ZZZ �1=iNZLL¢N)��d'NO Z N06Q66OJ06QuOOOSO LLQLLl0JU22SSS2SS S"^00 JO H J ¢0 ¢¢ VFV 1/N OF- OJKON O LJW 1- Q2ZZp Jtr=t-Jd-> LL LL LL l7 0 2 2 2 2 5 2 22 2 �-+J Ji J J MA MGV MLS MOD MR MWR NSB OSAR OLR PBO PE PEC PER PER PFC POT PV R MIXED AIR MAIN GAS VALVE MAIN LIMIT SWITCH MODULATING MANUAL RESET MORNING WARMUP RELAY NIGHT SETBACK RELAY OUTSIDE AIR RELAY OVERLOAD RELAY PHASE BROWN OUT POWER EXHAUST POWER EXHAUST CONTACTOR POWER EXHAUST MOTOR POWER EXHAUST RELAY POWER FACTOR CORRECTION POTENTIOMETER POWER SUPPLY PILOT VALVE RELAY CONTROL RAFRS RASO ROS RV SAFRS SASO SO SDR SPR SOL SUPP SV T TB TL TCR TDR VFD VFD RETURN AIR FIRESTAT RETURN AIR SMK DETEC ROLL OUT SWITCH REVERSING VALVE SUPPLY AIR FIRESTAT SUPPLY AIR SMK DETECTR SMOKE DETECTOR SMOKE DETECTOR RELAY SMOKE PURGE RELAY SOLENOID VALVE SUPPLEMENTARY SWITCH TRANSFORMER TERMINAL BLOCK TIME CLOCK TIME CLOCK RELAY TIME DELAY RELAY THERMOSTAT VARIABLE FREOUENCY DRV ALS AUX C AFS BC BR BUP CAP CB CC CCH CFC CFM CFS CLO AUXILIARY LIMIT SWITCH AUXILIARY CONTACT AIR FLOW SWITCH BLOWER CONTACTOR BLOWER RELAY BACK UP PROTECTION CAPACITOR CIRCUIT BREAKER COMPRESSOR CONTACTOR CRANKCASE HEATER CONDENSER FAN CONTACTOR CONDENSER FAN MOTOR CLOGGED FILTER SWITCH COMPRESSOR LOCKOUT P6 NEW WORK UNDER JOBi 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 NEW WORK UNDER JOB' 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA 155 UAORIMIION 6 111E PROPER1 OF FIRE CUBE FOIRPMEM COUPANI. INC. IT IS SUBMITTED N CORIDF515 IAD RS N01 10 BE PALMA OR NUM WANT WRITTEN PERMA9N FROM DRE CHIEF MINOR COMP... NC. SCALE: AS NOTED JOB NO. 00-2133 SHEET: 6 OF 10 DRAWING NO.: 2133-04.1 CB* GND [!1i NOTE 2 NOTE 3 RED 120 VOLT CONVENIENCE OUTLET a$ FIELD WIRING DISCI* 6 BLK BLK • • • 3 4 5 11 BO TB1* ❑T DISC2 FU2 FU3 BLK �^ LK BLK T3 REO BLK BLK , BLK BLK II MHT GND —GND BLK SASD* RASD* 61 R Bi SAFRS* RAFRS* REO,�_�.�_q��_ RED ECON CO 03 LU 1- O -I z CONTROL + 4-20 MA AUX. VIEW 1 7 —t1 13 3❑ FU5 TR -_BFn 1—BED-WYm'b.BLll XF 24 AC !SEE WIRING SEGI T1 L E NICpE1 �5AUXMVIsYP250MRNC NLY S1 SWITCH araH GRA/OUR S1 SWITCH MOUNTED EGON SUPPORT OR ACTUATOR MOTOR. =U14 VF • MINA Y/ BLK L1(R) U/T1 al = ''LK •L2(S) V/T2 818 • L ( T ) W/T3 4-20MA 11�" kJLIl SW2 1 _ EXHAUST FAN IiII'I1 CONTROL LVTB -10 VDC . DilFUM .LK O* EXHAUST FAN OLR3 R3 MOTOR 1 e 11 WHT/BLU R3 COM GND NOTE. FOR ALTERNATE WIRING SEE RIX. 3 RT BOTTOM OF PAGE. BLK 1.1151BLVFO4•LI(RYASI(U/AlIAT1 V7 K ) 1141 AK •L.1( T) W/T 4-20MA �I' FC SI SC 1 ` SW2 I SY2•V �_I• •• !_f I EXHAUST FAN lD'If�- ` YHT/BLU CONTROL LVTB R4 0-10 VDC ® WHT '�-� I--� OLR EXHAUST FAN MOTOR *ADO ONO - CDM 84 8LK if =U12BLVFD1 TASI(AYAE7 K •L1(R) U/T1 BLK BLK •L2(S) V/T2 a' (T) W/T3 r SUPPLY FAN VFD CONTROL LVTB'I� 0-10 92 YHr 14-20 MA RFD LR1* EPEE OU%PMOTORLY N1 E AC 912 SN SI SC SP YL/BLU • R1 ONO= NATE, FO4 ALTERNATE YOUNG SEE AUX. 4 AT BOTTOM OF PAGE. FU13 VFD2 YAS(NAEI BLK •L1(R) U/T1 BLK •L2(S) V/T2• BLK SUPPLY 81N •L3(T) W/T3 FAN E AC Al A2 SN Sl SC S CONTROL LVTB VFD __ } • • • YHT/BLU R2 �I 1f�1 BLK 1.1 CD�S4 L RY K E5 0-10 VDC I MNrT + $5 4-20 MA + S6 RFn OLR2 * SUPPLY FAN ,„,n w 0.K MOTOR 2 4447 00 GND TN GND EJ, FLAGNOTES D0 o- CSTB MONITOR CONTACTS VIA FRCM. SEE FRCM WIRING DIAGRAM. AFS CLO RE 0 RE DXR REO OLE E YEL EL COLR YEL/BLK 0114 ORM/BLK -HI • oHI EL/BLK ORN ORUBLK Y1 YEL YEL/BLK 5 ORN/B4K EC II IEC21 BLK 511152 WHT/ LH' 0 CFS NOTE 4 WK 2 ml.M /PN *3 R] 1 8" --11' WHT/PNC ECON DAMPER ACTUATOR 1 ECON DAMPER ACTUATOR 2 P P OCMOPERATIONOR FOR PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. PRE-ACTION/CLEAN AGENT SLC WIRING BACK TO NEAREST DEVICE. PAGE 2 OF 2 POINT TO POINT DIAGRAM AUX. VIEW 3 AUX. VIEW 4 AUX. VIEW 2 COLR1 HAMM70N�H.DDZP z2w 3350roC HI/EH1 H4. X1 X2 AMME2Iftim YASKAWA E7 ) SCI �11AAIgSNIS1/RSC SPI MBI i C I I # STTTOiiP RTT i.5y JC I]IJILIJ0 PREFIXED SL FDR OCK WSUPPLYEEO DR B FOR EXHAUST YASKAWA V7 TAR STOP / RELAY = TYPICAL OF AAON UNITS AC -1, AC -2, AC -3, AND AC -4. FAST RESPONSE CONTACT MON1TOR MODULE (P/N 55-020) FRCM RASD WIRING DIAGRAM SCALE: NTS t 1 112 COLR2B K YEL/BLK N1 a: COLR3: URN 4 COLR4 * BLK KI K2 LPSI YEL• • YEL EL/BLK HPS1 9 u Z EiITB2 GOT 1 BLU _ _ BLU YELL YEL R1 Y <2 ELK FU6 EL CCI & BL AUX CONTL BL MHT/YEL OR 8LK WHT/YEL 0R BLK WHT/YEL OR BLK Lti F7^ LzIH^ u lH^ HT/YEL OR BL WHT/YEL 0R BL WHT/YEL 0R BLK CCHI* 0.K COMP. 1 GRN ON LEAD LPS2 HPS2 GOT2 * O� YBLNEL/ BLUR _ BLV YEL/BLK YEL/BLK R1 Y1 NOTE. FOR ALTERNATE COLR WIRING SEE AUX. VIEW 1 ORN O P_ GRN . BLU H .6Bw . ORR /ELK PS. 085 • HPS4 BLUBL • • li Y2 LK GOT3 * Rl 2 CR4 FU7 CC2 & FAUX CONT * li YHT/ON4 BL YEL/BLK TO* o -OR YEL/BLK OR BLK WHT/ON OR BLK WHT/GRN Lt IITt 1.91 F= WHT/GRN OR BLK WHT/GRN OR BLK WHT/GRN 0R BLK BLK CCH2* BLK COMP.2 2 GNDL ORN � Y1 LK GOT4 * 051N/BLK WHT/YEL WH1/0RN BLU FCS1 0 PMR T/YEL RI Y1 <20 BLK TOR2* ORN /C\ BLK < 0113 FU8 CC3 & AUX CONT BLKBLK WHT/BLU OR BLK WHT/BLU CED OR BLK MHT/BLU OR BL L,11 T. L2, T2 L9H[2. UHT/FLU OR BLK WHT/BLU OR BLK WHT/BLU O4 BLK CCHBLK COMP.3 GRN * LEAD N 0. N/BLK TOR3*0 BLK FU10 FU9 Owl ORN/BLK CC4 AUX CONT* BLK ` RLK WHT/ORN V LI TI OR BLK MHT/GRN 14.11 1.2 OR BLK WHT/GRN O4 BLK L411 TO WHT/ORN OR BLK WH1/0RN 0R BLK CCH4* BLK COMP. 4 YHT/0RN OR BLK 4 AGN LAG DI -0 CFCI BLK BLK BLK �u I WHT r� VHT 4 ''"1F= WHT/YEL — FCS2 0 PNK FCS3 PNK G•A FCS4 wA o` o rd WHT HT RN CAPI CFMI BLK BLK WHT CFM3 N WHT BAN N CAPS FU 1 1 �K 1 BLK CFC2 BLK I BLK LMH F Tt YHT/0RN WHT/0R 8 BLK BLK YHT CAP44N CFM4 BLK BLK WHT CFM5 biN_rF rHr CN BRN CAPS BLE BLK WHT wHT CAPE CFM6 N H NEW WORK UNDER JOB 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 F NEW WORK UNDER JOBi' 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE—ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS 4<00 44nw 6111 PROPERTY OF n<E CHEF EOUPYE5 COMPANY. wC. 0 G 4484rt1E0 W COKOVICE MO .B N01 TO H 411. 8SED OR 1114414 VOIOUT NWmfN PERMBSRM ROM FRE CHEF <WNW COMPANY, K. SCALE AS NOTED JOB NO 00-2133 SHEET: 7 OF 10 DRAWING NO.: 2133-04.2 IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. J• 1' 2• 4• 5' 5' 10• () 7 5) EXISTING AS -BUILT NO WORK. .--0000// ����`� IIIulIiIIud:,:r a Iv r n / II►� I/ �, ► �.1 .... I 1.i'Es.,,/INW 1 w � :I: ,; i�=1/r11 m. � / BA- ='_moi' ll 01Fleir.-4-- AO r e .1�1/ I� oc1AI � �I %' 111 A I�i/��I/, Mil ®sl/'-mg_A-�s����173 Ir • ���►' ���� -r- JRA ..�_��I AK_ ,.,'�� I,.y76��../- fi. L��� _ -;I �e �. .,r0� T.�� Azifffjffrizzd „,A,00; AO III i iil I �L �� 'F� Itirf/Wr.77/071Allir trAZA /7 ' 15;” I AP?, 774 0 r A. -.4,-3d, Z. /1...4a44"Ae. _ .bra-r-A,r- A d ,, -� a ll" Mr /I44:;,,- ����I®, �s/sl►� IS: /:i`is - sss rerr rs2aafr w -Aa r�rfw �I m .uw.v slaiisssiessssssAwA,s_ialm : iAarssssssssss mm.ea•InA 4VW////74W//////4i 1,111111. . #71 NUT LOCATED WITHIN UNISTRUT. BOTH TANKS 2-1 AND 2-3 ARE 24" IN DIAMETER. SHEETROCK FLUSH WITH UNISTRUT 7" FROM FACE OF COLUMN) UNISTRUT IMBEDDED IN SHEETROCK. OUTER FACE FLUSH WITH SHEETROCK AT A NOMINAL 38" LENGTH 3/8" ALL THREAD ROD WITH 1" PIPE SLEEVE WITH LENGTH OF 6-3/8" TO PREVENT OUTER UNISTRUT FROM CRUSHING SHEETROCK UNISTRUT ATTACHED TO COLUMN. NUTS TO FASTEN UNISTRUT TO COLUMN TANK COLUMN MOUNT DETAIL TANKS 2-1 AND 2-3 SCALE NTS TANK 2-2 IS 20" IN DIAMETER TANK S NUTS TO FASTEN UNISTRUT TO COLUMN PIPING PLAN SCALE: 1/8" = 1'0" NUT LOCATED WITHIN UNISTRUT. SHEETROCK FLUSH WRH UNISTRUT NOMINAL 26' LENGTH (7" FROM FACE OF COLUMN) FLAGNOTES D>x• CLEAN AGENT TANK REQUIRES 3/4" PLYWOOD BACKING AND SEISMIC BRACING. SEE CLEAN AGENT 650LB CYCUNDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL ON SHEET 6.0. UNISTRUT IMBEDDED IN SHEETROCK. OUTER FACE FLUSH WITH SHEETROCK. 3/8" ALL THREAD ROD WITH 1" PIPE SLEEVE WITH GIN OF N-3/8" TO PREVENT OUTER UNISTRUT FROM CRUSHING SHEETROCK UNISTRUT ATTACHED TO COLUMN. C -1 CAUTION: MAKE SURE THAT NUTS & ALL THREAD ROD DO NOT INTERFERE WITH THE TANK OR TANK STRAP CONNECTION POINTS TANK COLUMN MOUNT DETAIL TANK 2-2 SCALE: NTS O H NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB# 07-2075 05/20/08 F NEW WORK UNDER JOB# 07-2075 12/17/07 REV. # DESCRIP110N DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM DIGITAL FOREST TUKWILA WA APPROVED 81: BVH M6 INFO505154 6 THE PROPERTY OF FRE CHEF EOW4EM (0450(01. INC. IT SUMMED W CONFIDENCE IND NS N01 10 9E DISC10510 OR LOWED WON001 WRfRN 150110101 104 ONE 01155 000150104 C 001051, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 8 OF 10 DRAWING NO.: 2133-05.0 FLOOR 3" SCH. 40 PIPING, SEE NOTES. 3" VICTAULIC COUPLING SCH 40 P1000 CHANNEL UNISTRUT MOUNTING STRAP (70-1384) STRUCTURAL WALL MOUNTING DETAIL FOR 70-090, 1000 LB. CONTAINER NOT TO SCALE 2 -WAY SWAY BRACING SIESMIC BRACING NOT TO SCALE 26" 36" LENGTH MINIMUM 3" VICTAULIC COUPLING SCH 40 P1 00 0 CHANNEL UNISTRUT FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-083a, 650 LB. CONTAINER NOT TO SCALE PS 651 CHANNEL BRACKET FOR CEILING PIPE SUPPORT 42 1/2" LENGTH MINIMUM 72" MIN 52" AFF 16" 5 3/8" 3 1/2" J PIERCED CHANNEL UNI #P2000T PS #P2005 1 5/8 X 1 5/8 X 14GA CLOSURE STRIPS UNI #1184 PS #707 (GALV) 1 5/8" WIDTH SERIES (IF USED) NOTES FOR CLEAN AGENT SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER, NOT CUT LENGTH. 2. NODE POINTS REFER TO FM -200 FLOW CALCULATION PROGRAM. 3. DIMENSIONS NOT FOR FABRICATION. 4. PIPE GRADES & TYPES SHALL BE IN ACCORDANCE WITH NEPA 2001 TABLE A -2-2.1(a) (for threaded connections) OR TABLE A -2-2.1(b) (for rolled groove or welded connections) AND TABLE A -2-2.1(c) FOR ALL TYPES OF CONNECTIONS. 5. PIPE SIZES 3 IN. TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 6. COUPLINGS FOR SIZES 3 IN. AND 2 1/2 IN. SHALL BE VICTAULIC® STYLE 77 OR GRUV-LOCK® STYLE 7001. NO ALTERNATES ACCEPTABLE. 7. FITTINGS TO BE GROOVED TYPE LISTED AND OF THE SAME MANUFACTURER AS THE COUPLINGS. ALL FITTINGS SHALL BE CLASS 300 MALLEABLE OR DUCTILE IRON. 8. GROOVED FITTINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL. 9. GASKET MATERIAL FOR ALL GROOVED FITTINGS SHALL BE EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS. 10.2 REMOVE ALL EXCESS LUBRICANTS. 3" VICTAULIC COUPLING, SCH 40 42 /2" APROX. i i P1000 CHANNEL / 1/2" WELDOLET UNISTRUT / 1 1/4" PIPE PLUG FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-086, 375 LB. CONTAINER NOT TO SCALE FLAT PLATE FITTINGS UNI #P1380A PS #PS750 FOUR HOLE CORNER CONNECTOR ANGULAR FITTINGS - 2 & 4 HOLE UNI #P1546 (2 HOLE) PS #PS781-45 (4 HOLE) 45 DEGREE 90 DEG ANGULAR FITTINGS UNI #P1325 PS #PS607 D CYLINDER STRAP PROVIDED BY FIKE NOTES 1. HEX HEAD CAP SCREWS (32 MIN) UNI #HHCSO37125EG PS #6024 3/8" X 1 1/4" 2.CLAMPING NUT WITH SPRING (32 MIN) UNI #P10 08T 3/8" PS #PS TG 3/8" 3. BOLT FRAME TO SLAB (4 PLACES MIN) 4. BOLT FRAME TO WALL 4 PLACES MIN) CLEAN AGENT 1000LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE 26" \\ 10. FITTINGS 2 IN. AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE. (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) 11. ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED OR MALLEABLE STEEL. 12. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL OIL, CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. 13. ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NEPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3. 14. FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. 15. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 40PSI FOR 10 MINUTES. \TO PIPING NETWORK i 36" LENGTH MINIMUM WELDOLET -1,/2 x 1/4" PIPE PLUG NOTE• A PIPE PI UG MUST BE INSTALLED WITHOUT EXCEPTION. THE ONLY TIME THE PLUG MAO BE REMOVED IS WHEN THE PRFSSIIRF OPERATED SWITCH IS CONNECTED. FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 42 1/2" LENGTH MINIMUM 52" MIN 26" 5 3/8" 3 1/-27 CLEAN AGENT 650LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE 0 6" 7p. 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 POS SEE DETAIL ITNSTAI L. PPE PLUG WITHOUT X •T ., T . Y Ti PLUG MAY BE REMOVED IS INSTALLED IN ITS' PI ACF ?q 3 -5'10" 3° x 2" REDUCER 30" LENGTH MINIMUM 21 3/4" 6" 180' 2" NOZZLE 1P, P/EAN 2.437880-066-5312 EXISTING PIPING ISOMETRIC TANK 1-2, 1000LB. CONTAINER 36" LENGTH MINIMUM 46" MIN 20" AFF 5 3/8" 3 1/2" CLEAN AGENT 375LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE NOT TO SCALE 180' 2" NOZZLE AREA 0.8437 P/N 80-066-3125 [WAIL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PPF PI UG MAY 8E REMOVED 15 WHEN A PRESSURE OPERATED SWITCH IS INSTAL I FD IN ITS' PLACE POS SEE DETAIL 3" x 2" REDUCER 6' 3' 6 1/2" EXISTING PIPING ISOMETRIC TANK 1-1, 375LB. CONTAINER NOT TO SCALE H NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT UNDER JOB# 07-2075 05/20/08 F NEW WORK UNDER JOB# 07-2075 12/17/07 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPENIY Of FIRE CHEF EOUIPMENI COMPANY. INC. R IS SUBWIIED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OP 000100D *HOU WRITTEN PEW.. FROM FIRE CHIEF EWPMEN1 COMPANY. (C. SCALE: AS NOTED JOB NO. 00-2133 SHEET: 9 OF 10 DRAWING NO.: 2133-06.0 180' 1-1/4" NOZZLE DRILL DIAMETER 0.3320" P/N 80-048-3320 3" PIPE 6 1 -1/4" PIPE PO ?p" 6 'L -1/4" PIPE 1-1/4" PIPE 180' 1-1/4" NOZZLE DRILL DIAMETER 0.3320" P/N 80-048-3320 1-1/4" PIPE 2 2 INSTALLPIPE P155 WITHOUT EXCEPTION THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH J5 IJMSTNIFO IN R5' RACE POS SEE DETAIL 3" x 1 1/4" REDUCER 11'7" EXISTING PIPING ISOMETRIC TANK 2-2, 375LB. CONTAINER NOT TO SCALE 3" PIPE ?7 5'6" 4' 3/4" EXISTING PIPING ISOMETRIC TANK 1-3, 650LB. CONTAINER NOT TO SCALE 1-1/4" PIPE 2" x 1-1/4" REDUCER 1-1/4" PIPE 180' 1-1/4" NOZZLE DRILL DIAMETER 0.4531" P/N 80-048-4531 6 INSTAIL PIPE PI VG WOHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED 15 WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' RACE POS SEE DETAIL 3" x 2" REDUCER 180' 1-1/4" NOZZLE DRILL DIAMETER 0.4531" P/N 80-048-4531 1 %pe. 11 7. 2" PIPE INSTALL PIPE PLUG WITHOUT EXCEPTION 1HE DNI Y TIME A PIPE PLUG MAY BE_REM2YED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALI P5 IN 115' RACE 9' POS SEE DETAIL 3" x 2" REDUCER 2" PIPE 2" PIPE 1-1/4" PIPE 180' 2" NOZZLE DRILL DIAMETER 0.5156" P/N 80-050-5156 4'11" FILL WT: 514LBS ECARO-25 I (HFC -125) 4' 3/4" 9 EXISTING PIPING ISOMETRIC EXISTING PIPING ISOMETRIC TANK 2-3, 650LB. CONTAINER TANK 2-1, 650LB. CONTAINER NOT TO SCALE i / / \\ / 2" PIPE / 1/2" WELDOLET \ \ \ 4" 11/4" PIPE PLUGHI:. 2" PIPE �. ®180' 2" NOZZLE I\ AREA 1.0212 \ ® P/N 80-066-3438 \ 180' 2" NOZZLE 3" x 2" , / / NOT TO SCALE AREA 2.4378 REDUCERS P/N 80-066-5312 NEW WORK UNDER JOB# 07-1384 07/08/08 G AS -BUILT WORK UNDER JOB}j 07-2075 05/20/08 NEW WORK UNDER JOB# 07-2075 12/17/07 REV. # DESCRIPTION DATE 7 \\ — 1/2 x 1/4" PIPE PLUG NOTE' A PIPE PMC MAST BE 1551001 ED WITHOUT F /51110N. THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THF PRESSURE OPERATED SWITCH IS CONNECTED. NTO PIPING NETWORK WELDOLET \ N FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA 2" PIPE 1-1/4" PIPE 6" 6° 180' 2" NOZZLE DRILL DIAMETER 0.5156" P/N 80-050-5156 180' 1-1/2" NOZZLE DRILL DIAMETER 0.5000° P/N 80-049-5000 180' 1-1/2" NOZZLE DRILL DIAMETER 0.5000" P/N 80-049-5000 INS1N1 PIPE PIUG WI1HOIf1 EXCEPTION THE ONLY TIME A PIP CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH 1154 5OWATION 6 TOE PROPER!, OF FRB PIET 1O111511101 CONPNR. SUBMRIED MI CONFEENOE .WD 115 NOT TO BE 06[10100 OR MATEO W51011 WW11EN PERIYSSION MOM OK 01101 EDUPMEN1 00010011. NC. SCALE: AS NOTED DIGITAL FOREST TUKWILA WA JOB NO 00-2133 SHEET: 10 OF 10 DRAWING NO.: 2133-07.0 A E Without Comments As Noted In Red J Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau or conformance with current city standards. Accuptance is `,Meet to errors and omissions which do riot 3utnorize violations of adopted stanaaras and o.:tenances. The responsibility for the adequacy of aesign rests totally with the designer. Additions, d 3ietions or revisions to these drawings atter this date wiii void thi-s acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau.,/ Date: .2 O U By: uKWILA FIRE. UEIAKtrwr- i Please call: 575-4407 and give this job N+o.e,of 37 xact address for shut. „, or restoration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and tern sir ion of the testing, (REV "0ITEM, QTY QTY P/N 1 1 10-2200 2 ) 1 10-2217-R-1 3 ( 1 10-2204 4 , ) 1 10-2190-2 5 ( 5 02-3710 6 ' 3 02-3646 7 , 5 10-1639 8 ( 6 20-110 9 18 67-1032 10 ` 24 63-1021 11 42 63-1023 12 10 55-020 13 ( 2 12 55-019 14 ' 9 55-021 15 (.) 9 55-022 16 (2 f 8 55-023 179 6 10-1832 8 /F 1 70-086-268-1031-04 1 80-066-3125 20 1 70-090-790-1031-04 21 2 80-066-5312 22 1 70-083A-602-1031-04 23 1 80-066-5312 24 1 80-066-3438 25 26 1 70-156-0417-1031-06 27 2 80-048-4531 28 1 70-155-0236-1031-06 29 2 80-048-3320 30 1 70-156-0514-1031-06 31 2 80-050-5156 32 33 34 7 02-3645 35 7 02-3646 36 5 F5-MANL 37 5 F6 -ABORT 38 8 MR201/CR 39 3 DH100ACDC 40 7 P2475 41 1 P2415 42 8 S2415 43 2 MDL ( ( (THIS BILL OF MATERIALS DESCRIPTION CHEETAH, CONTROLLER CHEETAH, ENCLOSURE W/ XFMR CRM -4 SUPPLEMENTAL RELAY MODULE BATTERY PACK, 2 17AH BATTERIES MANUAL RELEASE STATION FM -200 DISCHARGE LABEL FOR PULL STATION ABORT STATION BELL SMOKE DETECTOR IONIZATION SMOKE DETECTOR PHOTOELECTRIC DETECTOR BASE FAST RESPONSE CONTACT MONITOR -MINI FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASE MODULE 375LB TANK WITH 268LBS FM -200 NOZZLE 2" 180 Deg 1000LB TANK WITH 790LBS FM -200 NOZZLE 2" 180 Deg 650LB TANK WITH 602LBS FM -200 NOZZLE 2" 180 Deg NOZZLE 2" 180 Deg 650LB TANK WITH 417LBS NOZZLE 1-1/4" 180 Deg 375LB TANK WITH 236LBS NOZZLE 1-1/4" 180 Deg 650LB TANK WITH 514LBS NOZZLE 2" 180 Deg ECARO-25 ECARO-25 ECARO-25 BACKBOX 1 GANG BOX 2 GANG BOX 4" SQ 1 1/2" DEEP 4" SQ W/ RING 4" SQ W/ RING SIGN FOR DISCHARGE STROBE SIGN, "CAUTION THIS ROOM...", INSTALL ON DOOR SIGN FOR MANUAL RELEASE STATION SIGN FOR ABORT STATION CONTROL RELAY, DPDT DUCT SMOKE DETECTOR HORN/STROBE HORN/STROBE STROBE MDL SYNCHRONIZATION MODULE SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM, EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION & CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1, 2 & 3. DETECTION & CONTROL FOR EACH PHASE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM -200/PRE-ACTION CONTROL PANEL. REV "F" SCOPE OF WORK - INSTALL 2 FRCM MONITOR MODULES TO MONITOR INTERNAL RETURN AIR DUCT DETECTORS IN NEW ROOF TOP UNITS AC -2, AND AC -3. - INSTALL 2 R2M RELAY MODULES TO SHUT DOWN AC -2 AND AC -3 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. NOTE: NEW WORK DONE UNDER JOB# 07-2075 REFLECT CHANGES TO SHEETS 1, 2, AND 3. THE WORK UNDER JOB# 07-2075 ALSO INCLUDE THE ADDITION OF SHEETS 2.1, 4.1, AND 4.2. SET CONTAINS SHEETS 1, 2, 2.1, 3, 4.1, AND 4.2.) CEILING (OPEN OR ATC) i. 4" SQ 4" SQ 4" SQ 4" SQ TANK 1-1 TANK 1-2 TANK 1-3 TANK 2-1 TANK 2-2 TANK 2-3 4" SQ 1 1/2" DEEP 4" SQ 1 1/2" DEEP 4" SQ 1 1/2" DEEP 4" SQ 1 1/2" DEEP MFG FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE ALPHA OMEGA ALPHA OMEGA NOTIFIER SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR PRE-ACTION/CLEAN QUANTITY DEVICE AGENT PAN EL BATTERY CALC U ATI O N S 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP TOTAL STANDBY CURRENT QUANTITY DEVICE STANDBY CURRENT DRAW (mA per device) 250.00 mA 0.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA AUX POWER SUBTOTAL (mA per device) 0.00 mA 10.12 mA 2.88 mA 1.62 mA 0.81 mA 4.32 mA 12.00 mA 9.00 mA TOTAL (mA needed) 250.00 mA 0.00 mA 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 8 MR -201 /C RELAY 6 Bells 2 MDL Synch Module 4 Horn/Strobe 75cd 1 Horn/Strobe 15cd 8 Discharge Strobe TOTAL ALARM CURRENT ALARM CURRENT DRAW (mA per device) 250.00 mA 10.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA AUX POWER SUBTOTAL (mA per device) 0.53 mA 10.00 mA 1.20 mA 68.37 mA 30.00 mA 30.00 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 10.12 mA 7.65 mA 61.62 mA 4.41 mA 4.32 mA 12.00 mA 9.00 mA 40.75 mA 290.75 mA TOTAL (mA needed) 250.00 mA 10.00 mA 109.12 mA 240.00 mA 210.00 mA 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 mA BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 rnA 1915 mA 6.9780 A 0.1596 A 7.138 Am)/Hr CE Without Comments ❑ As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suh;a to. errors and omissions which do not authorize violations of adopted tenoaros and ordinances. The responsibility for to adequacy of design rests =r. .x with t o theNgner, /A itno as, dee:Eons r Y !I. ,;rn 9 A e dm/4z ems' tl�datovokl tdrrllis! atttefr's i axe srl l t4z i ill G lair o rt 4 3jflti 'YY 1® rizWii~ L '1 draviiiaffs far stuttsequat WOW& INCLUDING+20% RESERVE BATTERIES PROVIDED 17 AMP/HOUR GELL CELL (REMAINING CAPACITY) � IMMTOTZnitt its uitg{e>+it alp ITr kd ttnit aittttdi lini n tby fi Tt i atii ' 1F"ih ,Illtrawanffimm Suri+ u. 1 2 ZDO�j ti¢;• : •l,0a./512 1 NOTICE 1 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. WKWILA FIRE DEPARTMMLU Please call: 575-440Z and give this job No. 091- F- 001 90" A/V OR VISUAL ONLY DEVICES - ao" WARNING SIGN OUTSIDE DOOR DOOR NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION 4 0 CTL PNL 72" (66" FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE and exact address for shut clown or restoration approval. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinsprequest@ci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7. DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. ALL DEVIATION SHALL BE MARKED UP ON THE AS BUILT. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AIR SUPPLY GRILLES, OR DIFFUSERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 14. ALL BACKBOXES, MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL BE IN CONDUIT. 8.565 Ami/Hr 17 Amp/Hr 8.435 Amp/Hr ECARO 25 (HFC -125) CLEAN AGENT VOLUMETRIC CALCULATIONS - Com? 8.0% DESIGN CONCENTRATION ROOM NAME ROOM NUMBER TANK NUMBER ZONE AREA SQ. FT. HGHT. FT. VOLUME CU. FT. FLOODING FACTOR ELEV. FACTOR AGENT REQUIRED ACTUAL AGENT NOTES CO -LOCATION ROOM #2 425 2-1 B 951.81 14.0 13325.31 .0274 1.0 366 LBS 417 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-2 B 539.31 14.0 7550.31 .0274 1.0 207 LBS 236 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-3 B 1176.38 14.0 16469.31 .0274 1.0 452 LBS 514 LBS ACTUAL AGENT IS AT 8.9% CONCENTRATION AGENT TOTAL - - - 2667.50 - 37344.93 - - 1025 LBS 1167 LBS - REFERENCE NFPA 2001 CURRENT EDITION TABLE A.5.1.1(i) HFC -125 TOTAL FLOODING QUANTITY N-� DETECTOR SPACING The volume of the spaces served is 112,873 cu. ft. - there will be 3 a/c units (A/C 1 - 4, one redundant) of 27,000 cfm ea. supplying the space for a total of 81,000 cfm. 81,000/112,873=0.72 x 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING IS 187sgft PER DETECTOR AS REQUIRED BY THE TABLE BELOW. MIN/AIR CHANGE AIR CHANGES/HOUR SQ FT/DETECTOR 1 23 45 6 78 9 10 60 30 20 15 12 10 8.6 7.5 6.7 6 125 250 375 500 625 750 875 900 SEQUENCE OF OPERATION ALARM INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES VIA BFAP CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE ALARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN HVAC UNITS** TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: CLEAN AGENT DISCHARGE WILL BE PREVENTED UNTIL THE SWITCH IS RELEASED. OPERATION OF THE ABORT SWITCH HAS NO EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH IS ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDITION TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE CLEAN AGENT CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED 900 SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. 900 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AIR MOVEMENT AREAS) A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 - BATTERY ROOM CLEAN AGENT ZONE Al -EQUIPMENT ROOM #1 .CLEAN AGENT ZONE A2 - COLOCATION ROOM #1 PHASE 2: PRE -ACTION ZONE 2 - COLOCATION ROOM #2 CLEAN AGENT ZONE B PHASE 2: PRE -ACTION ZONE 3 - COLOCATION ROOM #3 5 599 N S A` ID DEC 21 2.007 ire SITE LOCATIONTuk�AP.j--3Z 0'75' F NEW WORK UNDER JOB# 07-2075 12/17/07 E AS -BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 D CLEAN AGENT/PRE-ACTION ADDITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B UPDATED BILL OF MATL 12/08/00 A UPDATED BILL OF MATL 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOFFST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT 8c PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR:` RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 1 OF 10 DRAWING NO.: 2133-01.0 ( 3) LEGEND PACP STU OX OD IMI A w 8 CRX FRCM SRM [103] 0 [1037-] A-3-75cd C I ELR FSD-5 OP [ 1035 ] HSA2-2-75cd FSD-6 BA2-3 O 0341 SD -8 1023 R3 P R2M [1024] 1025] OM CR5 EPO R2M[1011] FSD-7 HSA1-75cd 1-1026 2 [1027 1ISOM ZONE A2 EQUIPME\IT ROOM 1 420 1 BATTERY ROOM 421 ZONE Al FRCM[ 1028 FRCM/_1029] [1o1910 M A SRM 11722 [ 1021 EF -1 CR2 [1020]R2M SRM [1031) e O FSD-4 [ 1032 ] FSD-3 [ e FSD 2 OI 1042 ] TIT f I' SOM •I [1030] I INSTALL STROBE • ABOVE TANK [1012] R2M - :CR6 i/ EPO [ 1017]ISOM HSA2-1-15cd BA2-2 f CR1 [1005]R2M [1004](22'\ 1002 /FRCM -P 1003) FRCM, 1 [1052051 t FSD-1 • ti / ELEC. ROOM F407 11. / 15cd SOM /001/ STAIRWAY F403`' ACP 1 LOBBY F402 TELE/DATA F409 [2027 /1SOM 1-15c FRCM FRCM SB -2-15c/ BA2-1 cr 1050SOM 1049 R2M CR4 [ 1048 ] SO M [1-047 ]OPD) HSA2-4-75cd CO -LOCATION ROOM #1 423 01 [ 1046 ] 1 I\' OP [2004 [2003] FSD 1' SA2-2-15cd FSD-9 CR5 C- • li. 026:] BH/S-5cd I:: 35]R2M FRCM [2036 ] FSD-10 PRE -ACTION & FM -200 CONTROL PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR SOLENOID RELEASING MODULE SOM R2M ARM POS SOL APS LPS TS [ XXX TRUE CEILING HEAD SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID t ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS 4" SQUARE BOX BASE CEILING DETECTOR MOUNTING DETAIL NOT TO SCALE le BH/S OP [2009 ] [2001 SRM DAMPER Eta.! I/(J2d0 SL. CORRIDOR 4:00 ,If BH/SN MEN F405 JANITOR;!......,11_"1 ', F410 021 033 VACANT AREA 450 FRCM FRCM SB -4- 15cd C- 1 SD FRCM [2025 FRCM/ 12024 0 [2021 2022 ] 0 -LOCATION ROOM #2 425 1 BH/S-75cd [2 2a FSD-14 ix BFAP HORN/STROBE FLAGNOTES DUCT SMOKE DETECTORS FOR ROOF TOP AC UNITS (1-4) 2012 ] 42013 SRM 2023] +41 ))F)) FLAG N OTES FRCM MONITOR MODULE INSTALLED TO MONITOR INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -2. SEE SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE INSTALLED TO SHUT DOWN ROOF TOP UNIT AC -2 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. FRCM MONITOR MODULE INSTALLED TO MONITOR INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -3. SEE SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE INSTALLED TO SHUT DOWN ROOF TOP UNIT AC -3 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. ROOF TOP UNIT SHOWN FOR CLARITY. M [20/9] [2017] 5 [2018]R2M CR6 FSD-17 17 2037] R2M- (I 2Nt 4 \ [2038 ] SB-3'-15ce..." ESD -1i8 AC -3 3 . ti BH/S-75cd OP [2015] [2034] SRM FSD 19 OP [ 3021 ] O 1-30a5] TO CONTROL PANEL (OR MODULE) FLOOR PLAN SCALE 1/8" = 1'0" 4" or 4" 11/16" BOX FLEX CONDUIT INSTALL ON TANK \ASSEMBLY AGENT RELEASE MODULE EI ,4l • ELEC. ROOM F408 d OPEN OFFICE 441 ELECT[ EQUIP. so II co/; /STA1Ri P '\ F404 BH/s CO -LOCATION ROOM #3 427 [3014] SPRINKLER RISER RM. OP [3010] KIT./BREAK RIS._ 432 ECEPTION OFFICE 437 OFFICE 436 OFFICE 435 l OFFICE 434 #3 #2 0 GAS CARTRIDGE ACTUATOR? O 1" CHASE NIPPLE 1" RIGID COUPLING 1" x 1/2" BUSHING 1" LOCKNUT 1/2" LOCKNUT Silili11 111110111111.1110 AGENT RELEASE MODULE/ACTUATOR DETAIL NOT TO SCALE BY FCE CONF. ROOM 433 'PRE -ACTION SYSTEM #3 APS FRCM 1006] LPS 1007 TS FRCM 10010089 ] CPRE -ACTION SYSTEM #2 APS FRCM 3025] LPS FRCM/3026] SOL SRM / 3027] TS FRCMD 3028] "-PRE-ACTION SYSTEM #1 APS FRCM 3001] LPS FRCM 3002] SOL SRMF 3003] TS-FRCM 3004 ] FRCM SOL SRM O 1.5 0 0 CLEAN AGENT ZONE Al PRE—ACTIO ZONE 1 CJ 3 CLEAN AG NT r ZONE A TT: / 0 ©`, 0 rAGEN ZON / / D IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' IPRE—AC ION q: ZONE WORK DONE UNDER PHASE 1 WORK DONE UNDER PHASE 2 NEW WORK UNDER JOB# 07-2075 12/17/07 AS -BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 CLEAN AGENT/PRE-ACTION ADDITION PHASE 2 05/30/06 AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT 8c PRE—ACTION DETECTION 8c CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 2 OF 10 DRAWING NO.: 2133-02.0 ( A ) ( 1 .5 ) ( 2 ) L ( 5 ) ( 3 ) 0. • —o LL : . AC -4 _L L 0- 0- 0- 1 i1 p;) REV F71 FLAGNOTES NEW AC—UNIT. INTERNAL SMOKE DETECTORS HAVE BEEN INSTALLED FOR SUPERVISION BY PRE—ACTION/CLEAN AGENT CONTROL PANEL. ROOF TOP FLOOR PAN SCALE: 1/8" = VO" IF THIS DRAWING IS 11" x 17" IT HAS BEEN EDUCED TO 1/2 SIZE. 0' 1' 2' 4' 6' 8' 10' F NEW WORK UNDER JOB# 07-2075 12/17/07 E AS—BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 D CLEAN AGENT/PRE—ACTION ADDTITION PHASE 2 05/30/06 AS—BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT 8c PRE—ACTION DETECTION & CONTROL IRE CH1EP 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 3 OF 10 DRAWING NO.: 2133-2.1 120VAC FROM PANEL 4B-17 - 3C CHEETAH PRE -ACTION & FM -200 CONTROL PANEL COMMON ALARM TROUBLE PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY - A SLC LOOP 1 .-2B AUX 24VDC CKT#3 -TO BUILDING FIRE ALARM PANEL. BY SITE ELECTRICIAN SA2-2-15cd cf- 2B SA2-1-15cd /SOM [ 2B M c 2B1 1001] FRCM [1002] A� FRCM 2B CLOSE DAMPERS FM -200 ZONE A2 FSD-6 FSD-5 FSD-4 PNL. C2P4-31 120VAC BY SITE ELECTRICIAN 'P [1004] 0 0 0 FSD-1 SD -2 SD -3 CR1 cP.-- 2B /R2M\ [1005] HSA2-3-75cd 2B 1114 HSA2-2-75cd 2B HSA2-1-15cd SHUT DOWN EXH FAN EF -1 CLOSE SPLY DAMPER 120VAC BY SITE ELECTRICIAN SD -7 CR2 �- 28 R2M 1020 FM -200 EPO TANK 1 ARM CR5 d- 2B co- 23 /SRM\ //R2M [1022] [1011] CLOSE DAMPER FM -200 ZONE Al &A2 120VAC BY SITE ELECTRICIAN 'P [1023] SD -8 CR3 d-- 2B /R2M\ [1024] /SOM HSA1-75cd [1025] [1026] BA1 M 1-1s--1 A c'-2B �-2BI 4-2B /SOM\ FROM FRCM [ 1027 ] 1 [1,0281 1 1 [ 1029 ] SA2-2-15cd cP.- 2B SA2-1-15cd - 2B /SOM\ [ 1030 FM -200 FM -200 TANK 2 TANK 3 ARM c- 2B / SRM [ ARM 1031 [1032] [ 1034 ] [1035] OI [1036] [1037] [ 1038 ] [ 1039 ] [ 1040 ] EPO ICR61 co- 2B /R2M ©P [1012] [1041] A SLC LOOP 2 AUX 24VDC CKT#2 �26 n 1 1BB-2 �2B IBB -1 2B /ISOM 1 [ 1042 ] [1043] [ 1044 ] [ 1045 ] [ 1046 ] [ 1047 ] HSA2-4-75cd c -2B /SOM\ SHUT DOWN RTU~ AC -2 R2M [2035] FRCM 2A [2036] d- 2A CLOSE DAMPERS ECARO-25 ZONE B COLOCATE #2 FSD-17 FSD-16 FSD-15 FSD-14 0 0 0 0 120VAC —� BY SITE ICR51 ELECTRICIAN =P. -2B d- 2B SD -11 FSD-12 FSD-13 [2002] [2003] FRCM [2004] [2026] /R2M [2006] [2008] OP ECARO-25 TANK 2-1 ARM 2B /SRM [2009 ] [2001] 1048 ] [2010] CLOSE DAMPERS FM -200 ZONE Al COLOCATE #1 & #2 L4B-17 120VAC BY SITE ELECTRICIAN CR4 �- 2B /R2M\ [1049] _OBA2-3 28 QBA2 —2 c -2B —QBA2-1 M 2B I d -2B /SOM\ [2012] [ 1050 ] -P [2013] FRCM A c 2B FRCM I [1051]1 I [1052]1 OI d- 28 FRCM [1053] [1006] 2B d -2B FRCM [1007] ECARO-25 TANK 2-2 IARMI c- 23 /SRM\ Oi [2023] SHUT DOWN RTU AC -3 R2M [2037] 2A /FROM [2038] 2A [2014] [2015] [2016] CLOSE DAMPERS FM -200 ZONE Al COLOCATE #2 & #3 120VAC BY SITE ELECTRICIAN C\ -R6 cp.- 2B SD -18 FSD-19 /R2M [2017] [2018] SLC LOOP 3 -2B �- 2B FRCM [3025] -P [2019] [2020] FRCM [2021] M c -2B [2022] FRCM A� 4-231 FRCM [2024] 1 1 [2025 ] -P [2005] 28 SB 4-15cd SB 4-15cd SB-2—I5cd 28 SB-1—I5cd 2B MDL /SOMK .0-- 2B FRCM [3026 ] co- 2B d- 28 SRM [3027] FRCM [3028 ] PRE -ACTION SYSTEM #2 ZONE #2 PIPING S. PRE ACTION SYSTEM PIPING 'P [3005] [2027] FRCM UI -2B M� A d -2BI 28 FRCM [2032] FRCM 1 [2033] ECARO-25 TANK 2-3 ARM 2B SRM [3020] [3021] c=0-- 2B d- 2B FRCM [3001] FRCM [3002] [2034] 2B c- 2B /SRM [3003] FRCM [3004] PRE -ACTION SYSTEM #1 ZONE #3 PIPING SRM 2B FRCM [ 1008 ] [ 1009 ] LEGEND PAC P SOM STU OX O M A [g< 8 CRX FRCM MDL (( PRE -ACTION SYSTEM #3 ZONE #1 PIPING REV "F" FLAGNOTES �) FRCM MONITOR MODULE INSTALLED TO MONITOR INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -2. SEE ') SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE INSTALLED TO SHUT j DOWN ROOF TOP UNIT AC -2 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE B. SEE SHEET 4.1 FOR WIRING DETAIL. FRCM MONITOR MODULE INSTALLED TO MONITOR INTERNAL RETURN AIR SMOKE DETECTOR IN ROOF TOP UNIT AC -3. SEE SHEET 4.2 FOR WIRING DETAIL. R2M RELAY MODULE INSTALLED TO SHUT DOWN ROOF TOP UNIT AC -3 UPON 2ND DETECTOR ALARM IN CLEAN AGENT ZONE 8. SEE SHEET 4.1 FOR WIRING DETAIL. WIRE LEGEND A = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS, ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER LIMITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NOTE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. PRE -ACTION Sc FM -200 CONTROL PANEL SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR SYNCHRONIZATION MODULE SRM R2M ARM POS SOL APS LPS TS [ XXX SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR F NEW WORK UNDER JOB# 07-2075 12/17/07 E AS -BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 D CLEAN AGENT/PRE-ACTION ADDTITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL t� /RE t x Li IPME%NTF 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTC DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 4 OF 10 DRAWING NO.: 2133-03.0 CB * NOTE 3 NOTE 2 [ti OND G N FIELD WIRING DISC1* TB1* 0 opo DISC2 FU2T3 FU3 1 1 I --•- -_-GND 120 VOLT CONVENIENCE OUTLET PBO Th 4-3 Y1 DXR-8 Y2 FU12 VFD1 11 IE •L1(R) U/T1 •L2(S) V/T2 •L3 (T) W/T3 11 1 TR -2 6-1 0-0 FU5 FU4 208-480 VAC T2 RASD* SASD* F 24 VAC PBO v '•FRS* RAFRS* OLR2* OLR1* �~®�® OTR COLR1* LPS1 DXR-6 Y3 DXR-4 Y4 M1 M2 HPS1 FCS] GOT1 n —FFCCS2 COLR2* LPS2 HPS2 • o o M1 M2 � D SASD* AR AR SD*\ • • • COLR1le Ti T2 GOT2 TDR1* CC2 3 CFC1 CC1 GOT1 ED GOT2 O COLR2* Ti T2 COLR3* LPS3 HPS3 M2 ---o DXR-2 0 MI T D FCS1 GOT3 TOR2* 0- FCS2 COLR4* LPS4 HPS4 R3-3 GOT4 TDR3o * O CC4 M1 M2 CFC2 CC3 O00T3 O COLR3* T1 T2 AFS CLO OGOT4 O COLR4* Ti T2 DXR ECON. 4-20 MA CONTROL -1- EC1 EC2 S1 SWITCH OLR4 •1 •2 •3 OLR3 ECON DAMPER ACTUATOR 1 ECON DAMPER ACTUATOR 2 VFD1 R1-2 VFD1 SN VFD2 SN II S1 R2-2 VFD2 VFD3 S1 1 I R3-2 IF S1 VFD3 SC VFD4 R4-2 VFD4 S1 o I I 0 SC VFD1 VFD1 VFD2 VFD SC SP SC SP PAGE 1 OF 1 CFS c1 LADDER DIAGRAM NOTE: ON LADDER DIAGRAM NOTE 4 1) BLUE LINES REPRESENT HIGH VOLTAGE. 2) GREEN LINES REPRESENT 24 VOLT CONTROL WIRING • R3 R4 R1 R2 GND SMOKE DETECTORS COND. FANS 1 & 2 COMPRESSOR 1 COMPRESSOR 2 COND. FANS 3 & 4 COMPRESSOR 3 COMPRESSOR 4 EXHAUST FAN 1 & 2 SUPPLY FANS 1 & 2 1 SAFRS* N 1- 0 0 0 0 0 0 0 0 0 0 0 0 ZUZZUZ 55-023 R2M 1- 0 1- 0 z U z O O 0 0 PRE-ACTION/CLEAN AGENT SLC WIRING FROM NEAREST DEVICE. S PRE-ACTION/CLEAN AGENT SLC S WIRING BACK TO NEAREST DEVICE. R2v WIRING DIAGRAM FAG N OTES SCALE: NTS TIE IN NORMALLY CLOSED CONTACTS FROM R2M HERE AS SHOWN IN R2M WIRING DIAGRAM. PBO TO BE HELD CLOSED. RETURN AIR SMOKE DETECTOR TO BE MONITORED BY FRCM. SEE SHEET 4.2 FOR WIRING DETAIL. SUPPLY CONTROL+ GND GND 0.10 EXHAUST + VDC FAN CONTROL VFD3 0-10 VDC COM B3 VFD4 94 FR FC OLR1* SUPPLY FAN MOTOR 1 FU13 VFD2 L --LJ •L1(R) U/T1 11 11 •L2 (S ) V/T2 1 11 •L3 (T) W/T3 OLR2* SUPPLY FAN MOTOR 2 FU14 VFD3 II II 1 11 I 11 •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 OLR3* EXHAUST FAN MOTOR 1 FU15 VFD4 1 11 TB2 FU10 I 11I •L1(R) U/T1 •L2(S) V/T2 •L3(T) W/T3 OLR4* EXHAUST FAN MOTOR 2 I 11 CFC1 �1 FU11 CC1 AUX* CCH1* • o / CC2 UX* CCH2* CC3 AUX* CCH3* o ® / CC4 UX* CCH4* FU6 CC1 CFC2 • • MOTOR 4 .MOTOR 5 .MOTOR 6 I I • 1--9— - -) ID -14 ED COND. FAN COND. FAN COND. FAN o MOTOR 1 MOTOR 2 MOTOR 3 1 CAP1 CAP2 CAPS • COND. FAN COND. FAN COND. FAN FU7 CC2 FU8 CC3 FU9 I II- 1 11 CC4 0-1 DRAFTING NOTES' 1. MOTORS 5 HP AND GREATER HAVE EXTERNAL OVERLOAD PROTECTION. MOTORS LESS THAN 5 HP HAVE INTERNAL PROTECTION. 2. FOR REPLACEMENT CONDUCTORS USE WIRE RATED AT LEAST FOR 90 DEGREES C AND 600 VAC.COR 3. GROUND PER NEC 1993 AND CSA 1988.CM 4. END USER TO USE FOR REMOTE ANNUNCIATION. 5. TRANSFORMERS WILL BE PARALLELED TO MATCH CONTROL CIRCUIT LOAD. PARALLEL CIRCUITS ARE SEPARATE CIRCUITS. 6. CUSTOMER SUPPLIED - DRY CONTACTS. 7. CLO, ECS. AND LLC ARE N.C., OPEN ON FALL THERMOSTATS. WHEN REPLACING WITH N.C. OPEN ON RISE. THERMOSTATS REVERSE THE EXISTING N.O. AND N.C. WIRES TO KEEP LOGIC THE SAME. 8. CONTROL WIRING IS EXTRA LOW VOLTAGE (LESS THAN 30 VAC.) 9. BACKUP LIMIT PROTECTION IS NOT REQUIRED ON 575 VAC UNITS WITH ELECTRIC HEAT. 10. SEE TRANSFORMER NAMEPLATE FOR ACTUAL COLOR DESIGNATIONS. 11. COMPONENT ORIENTATION SHOWN FOR DIAGRAM CLARITY ONLY. ACTUAL COMPONENT ORIENTATION MAY DIFFER. DIAGRAM COMPONENT LEGEND G SPLICEPOINTS WIRING WIRING ITEMS COLR COMP COND CR CSTB DFR DFTS DFTCTL DI DISC DPS ECON ECS ER EVAP FANSW FCR COMPRESSOR OLR COMPRESSOR CONDENSER CHANGEOVER RELAY COMBUSTION MOTOR COMBUSTION RELAY COMMON SIDE TERMINAL ELK DEFROST RELAY DEFROST THERMOSTAT DEFROST CONTROL DOOR INTERLOCK DISCONNECT SWITCH DIFFERENTIAL PRESSURE SW. ECONOMIZER ECON. CHANGEOVER SWITCH ECONOMIZER RELAY EVAPORATOR FAN SWITCH FAN CYCLE RELAY FCS FAN CYCLE SWITCH FRZ STAT FREEZE THERMOSTAT FU FUSE GND GROUND GOT GUARANTEED OFF TIMER HC HEATER CONTACTOR HCOR HEAT CHANGEOVER RELAY HFU HEAT FUSE MGR HOT GAS REHEAT HLDR HOLDING RELAY HPS HIGH PRESSURE SWITCH HR HEAT RELAY HS HEAT STRIP HWC HEAT WHEEL CONTACTOR IGNCTL IGNITION CONTROL LLC LOW LIMIT CONTROL LPS LOW PRESSURE SWITCH LS LIMIT SWITCH LVTB LOW VOLTAGE TB MA MGV MLS MOD MR MWR NSB OSAR OLR PBO PE PEC PEM PER PFC POT PS PV R MIXED AIR MAIN GAS VALVE MAIN LIMIT SWITCH MODULATING MANUAL RESET MORNING WARMUP RELAY NIGHT SETBACK RELAY OUTSIDE AIR RELAY OVERLOAD RELAY PHASE BROWN OUT POWER EXHAUST POWER EXHAUST CONTACTOR POWER EXHAUST MOTOR POWER EXHAUST RELAY POWER FACTOR CORRECTION POTENTIOMETER POWER SUPPLY PILOT VALVE RELAY CONTROL RAFRS RASO ROS RV SAFRS SASD SD SDR SPR SOL SUPP SW T TB TC TCR TDR T -STAT VFD RETURN AIR FIRESTAT RETURN AIR SMK DETEC ROLL OUT SWITCH REVERSING VALVE SUPPLY AIR FIRESTAT SUPPLY AIR SMK DETECTR SMOKE DETECTOR SMOKE DETECTOR RELAY SMOKE PURGE RELAY SOLENOID VALVE SUPPLEMENTARY SWITCH TRANSFORMER TERMINAL BLOCK TIME CLOCK TIME CLOCK RELAY TIME DELAY RELAY THERMOSTAT VARIABLE FREQUENCY DRV STRIPED CONTRACTORS * OPTIONAL ALS AUX C AFS BC BR BUP CAP CB CC CCH CFC CFM CFS CLO AUXILIARY LIMIT SWITCH AUXILIARY CONTACT AIR FLOW SWITCH BLOWER CONTACTOR BLOWER RELAY BACK UP PROTECTION CAPACITOR CIRCUIT BREAKER COMPRESSOR CONTACTOR CRANKCASE HEATER CONDENSER FAN CONTACTOR CONDENSER FAN MOTOR CLOGGED FILTER SWITCH COMPRESSOR LOCKOUT CAP4 CAP CAP6 COMPRESSOR 1 LEAD COMPRESSOR 2 LEAD COMPRESSOR 3 LAG COMPRESSOR 4 LAG F NEW WORK UNDER JOB# 07-2075 12/17/07 E AS -BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 D CLEAN AGENT/PRE-ACTION ADDTITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FORST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTC DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 6 OF 10 DRAWING NO.: 2133-04.1 CB * OND NOTE 2 1.4!:i!,1 NOTE 3 Iz L7 FIELD WIRING 120 VOLT CONVENIENCE OUTLET J DISC2 FU2 BLK BLK BLK BLK D C 1 BLK BLK BLK TB1 L'J BLK FU3 BLK T3 RED BLK SII 1 11 WHT BLK 0 0 — GND — GND BLK 0 5 RED PBO RED SAFRS>K RAFRS* RED REO RED op m W I- o z E G Y1 Y J TR RED 0 I I REO ORN FU4 H4/H2-240V Y H4/H3.208V mH4 H4/H1-460V 01 FU5 RED 3 X2 24 VAC :l IUo.mumb XF T1 SEE WIRING SEO CUTLER HAMMER/MICRON R FORSHgAMMMONDAPT250MHMCONLY BLK SEE AUX VIEW 2 S1 SWITCH RED 0 1_40GRA/PUR_ ,.,._. S1 SWITCH MOUNTED ECON SUPPORT OR ACTUATOR MOTOR. FU14 VFD3 BLK oLl(R) BLK 01_2(S) BLK oL3(T) YASKAVA V7 SWI.NPN SW2.V FR FC -®tom J m CONTROL 4-20MA SW2 - I GND. FAN LVTB 3 +-10 VDC WHT COM BLK B1 B2 U/T1 V/T2o BLK ;;; W/T3 Lz Tz Si SC GND 1 LUG z = EXHAUST FAN OLR3 BLK BLK MOTOR 1 m z WHT/BLU 5 R3 11 / o BLK J m BLK BLK GND- NOTE. ND- NOTE. FOR ALTERNATE WIRING SEE AUX. 3 AT BOTTOM OF PAGE. BLK FU 15BLKVFD4 BLK BLK 4-20MA SW2-I YASKAVA V7 oLl(R) U/T1 o L2(S ) V/T2• oL3(T) W/T3 SWI=NPN FR FC SI SC GND J SW2=V 0 0 0 0 LUG 1 BLK BLK EXHAUST FAN GNDII CONTROL LVTB 0-10 VDC WHT COM B3 3 m B4 BLK &"'WHT/BLU R4 c/m'''% J OLR4 EXHAUST FAN BLK MOTOR 2 L1 TI •0X.42 L2 T2 BLK BLK CND — BLK SUPPLY FAN VFD CONTROL LVTB GND FU12 VFD1 BLK U/T1 RLK-®L2(S) V/T2 BLK oL3(T) W/T3 E AC Al A2 SN Si SC SP YASKAVA E7 11 I 11 I COM 0-10 VDC +4-20 MA + S1 BLK OLR1 REO DRU SUPPLY 1 BLK Ll Ti BLK L2 T2 BLK o o Y� ~ oW� LU x w R1 m s m S2 WHT S3 RED L3 3 95Y�9¢ o o LLI LU CC Q NOTEu FOR ALTERNATE WIRING SEE AUX. 4 AT BOTTOM OF PAGE. BLK FU 13 VFD2 YASKAWA E7 Ll(R) U/T1 Bim® L2 (S) V/T2 1' L3(T) W/T3 AC Al A2 SN Sl SC SP SUPPLY FAN VFD CONTROL LVTB GND' COM BLK 0-10 VDC 4-20 MA S4 E S5 WHT S6 REO 0 w Q e BLK BLK LR2 RED SUPPLY FAN OR BLK MOTOR 2 ®0u —WHT/BLU R2 D_ m 1 TI 2 T2 3 3 5,9E 0 w 0= 0 w a: BLK = GND GRN BLK RED C RED BLK BRN FLAGNOTES R RED CSTB MONITOR CONTACTS VIA FRCM. SEE FRCM WIRING DIAGRAM. YEL AFS RED CLO RED RED 0 DXR REO BLK YEL 1 YEL Y2 Y3 1Y4 YEL/BLK YEL/BLK ORN ORN ORN/BLK ORN/BLK ECON 4-20 MA CONTROL + EC 1BLK EC2 5 BIK1 C1 C2 CD WHT/PNK BLU J m n CFS NOTE 4 RFD 0„0 WHT/PN 3 BLK RED WHT/PNK 01 02 03 ECON DAMPER ACTUATOR 1 ECON DAMPER ACTUATOR 2 0:DMOEATONFOR -10VCPRI. PRE-ACTION/CLEAN AGENT SLC S WIRING FROM NEAREST DEVICE. S PRE-ACTION/CLEAN AGENT SLCS WIRING BACK TO NEAREST DEVICE. S PAGE 2 OF 2 POINT TO POINT DIAGRAM AUX. VIEW 1 AUX. VIEW 2 AUX. VIEW 3 AUX. VIEW 4 HAMMOND PT250MHMC H1/H2-208V* H1a 1 /H4 = 460VH4 * X1 X2 RED 1 11 RED XF YASKAWA E7 AC 0 J Al 1- A2 SN 91 e START/ m STOP RELAY 3 TERMINAL BLOCK WILL NEED PREFIXED S FOR SUPPLY OR B FOR EXHAUST SC SP MB MC MA NC C NO YASKAWA V7 START/ STOP RELAY LUGG 100K: ELRf, / 0 z In z 0 N 0000 M 0 o z z_ U) 0 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) FRCM WIRING DIAGRAM <) SCALE, NTS 0 YEL YEL/BLK ORN 0 ORN/BLK CC w 1- ✓ YEL/BLK ORN COLR 1 * LB —T1 T2 V 0MI M02- YEL coLRK --Tl TZ M 1 M02 LPS1 HPS1 YEL BLU BLU YEL YEL/BLK LPS2 HPS2 YEL/ BLU BLU YEL/BLK BLK %1 NOTE: FOR ALTERNATE COLR WIRING SEE AUX. VIEW 1 rTh C0LR3K —.�ATL g T2 O M1 M® ORN COLR4* BLK !1 T ORN/BLK .O_ M1 M2 WHT/YEL LPS3 HPS3 ORN ® BLU BLU n ORN GOT1 YEL R1 Y1 /\ BLK Y20�— GOT2 YEL/BLK GOT3 ORN/BLK ORN/BLK LPS4 ORN/ BLU HPS4 BLU BLK BLU FCS1 PUR O BLU WHT/YEL R1 Y1 OND - TB2 BLK FU6 II L WHT/YEL YEL 1 11— OR BLK WHT/YEL OR BLK WHT/YEL OR BLK CC1 & U N BLK L•i1 fi -- Led HT3 6L ORN /\ BLK GOT4* ORN/BLK 91 YI Y20 BLK * YEL/BLK OD R 10 FU7 11 WHT/YEL OR BLK WHT/YEL OR BLK BLK Com® BLK COMP.1 WHT/YEL OR BLK LK -GRN* GND LEAD CC2 & AUX CONT BLK BLK WHT/ORN BLK I 1F___I 1F--- WHT/ORN — YEL/BLK OR BLK WHT/ORN I!t 1 1 WHT/ORN OR BLK WHT/ORN OR BLK BLK 0C.,.;,2144111:01) LK COMP.2 OR BLK WHT/ORN WHT/ORN OR BLK OR BLK FU8 BLK ORN/BLK T�30* BLK FU10 FU9 1 H 1 H ORN/BLK II II LK GRN! LAGGNIL CC3 & AUX CONT BLK BLK WHT/BLU OR BLK WHT/BLU OR BLK WHT/BLU OR BLK IFi— L2IfT4 "� .BLK C C 4 BLKAUX CON BLK WHT/BLU OR BLK WHT/BLU OR BLK WHT/BLU OR BLK CCH3* BLK BLK COMP.3 GRNILEAD ND_ WHT/GRN L OR BLK Lid t]. WHT/GRN F T� OR BLK WHT/GRN OR BLK T3 WHT/GRN OR BLK WHT/GRN OR BLK CCH4* BLK COMP. 4 WHT/GRN OR BLK - „BLK GRN LAGGND BLK CFC1 LtUT�O BLK WHT/YEL L2 I T,O2 WHT - FCS2 PUR D 0 WHT/ORN PNK F CSO ® PNK my WHT/ORN FCS4 BLK FU11 -11 11 1 II- J m BLK•BLK WHF WHT ) B CAP1� CFM1 GRN GNDT BLKeBLK VW WHT CAP3 CFM3 BLK BLK BLK CFC2 WHT WHT WHT BRN WHT/ORN CAP4 CFM4 ND WHT WHT BRN CAP5 CFM5 GZte WHT CAPS CFM6 NEW WORK UNDER JOB# 07-2075 12/17/07 AS—BUILT PHASE 2 UNDER JOB # 05-1840 10/16/06 CLEAN AGENT/PRE-ACTION ADDTITION PHASE 2 05/30/06 AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FORTI:ST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL CPIRUEIPCMHEIIVETF 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE AS NOTED JOB NO.: 00-2133 SHEET: 7 OF 10 DRAWING NO.: 2133-04.2 ARDHG GARAGE DOOR 1-4 ID DUCTS. PROVIDE THICK N1ERNAL LINER ADD FOR AL DUCT DIMENSION 22:22 ON PARTIAL PARKING GARAGE HVAC PLAN 0 5' 11 21 SCALE IN 30' NORTH PARTIAL LOWER FLOOR HVAC PLAN sate 1/6' - t'0' 0 5' 10' suppressing risk• securing puce of 'dad . \ 'b 't) 7661 159th P1 NE Redmond, WA 98052 P.O. Box 659 Redmond, WA 98073-0659 Tel: 425-641-2127 Fax: 425-562-6662 t 2 NORTH 20:20 SA' DIFFUSERS. 1000 CFM (3 TYP) AC -1 16:30 RA GRILLE (BEHIND) I 22:22 7. NINIEMMINNIONIIMM \EXISTING SPRINKLER UNE SECTION 16,26 RA DUCT (ROIIND) DUCT 10 PASS ABOVE EXISTING CONDUITS AT THIS POINT SCALE I/Ir = I'7 SAIIR CONDITIONING UNIT SCHEDULE IkF 1 MFG ! MODEL AG1 MANE 11SCDIIEAROAOJSV REMARKS 1-VENM11001AR NOT ROOMED SM"E THE SPACE SERVED S AA ELMIRSALEQUAMENt Rt7J1, WITS NOOCCUPAMS 2.1065 MEGPATED ECONO:AER PROVIDED DESCRPTION TC-F711- or,"‘ RA _ J__ ._ ri.M_____. sap CCN1ApffiDCCOLT4G ONLY UPL•T 1 3.000 ESP i 61N. OSA 1 mauve ( SEER VOLTAGE AICA 075' tX24E 110.0A1Ol1 1 1120 460603 105AMPS NEKIHt ?34: LS MAX REHAPXS 1.2 (S Lc_ - (N ` ► 2 +1')`{b r?L . C.JuN®c- 1d . SITE PLAN SCALE NA IV PAID NORTH 5 5 1 8 SHEET NO. M1 TUKVV(Lidt-t- , 75 CONSULTANTS PROJECT NAME: MZIMA NETWORKS INC. 12101 TUKWILA INTL BLVD. SUITE 232 & 233 SEATTLE, WA 98168 APPROVING AGENCY CITY OF TUKWILA 444 ANDOVER PARK EAST TUKWILA, WA 98188 FIRE ALARM SUPPLIER: WESTFIRE COASTAL 22651 83RD. AVE SOUTH KENT, WASHINGTON 98031 PHONE: (206) 381-3090 WWW.WESTFIRE.COM REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE NFPA 750 STANDARD ON WATER MIST FIRE PROTECTION SYSTEMS UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) ABBREVIATIONS t TS TAMPER SWITCH A\ 1 DESCRIPTION IN LA LOW AIR SOL SOLENOID 1 FACP FIRE ALARM CONTROL PANEL MM MONITOR MODULE VESDA LASER PLUS VLP VESDA LASER PLUS VFD-505 MR MANUAL RELEASE MM WF WATER FLOW VPS -1000S DD DUCT DETECTOR x MZIMA NETWORKS INC. FIRE ALARM AND DETECTION 12101 TUKWILA INTL BLVD. SUITE 232 & 233 SEATTLE, WA 98168 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. SYMBOL 1 PART NUMBER 1 QTY. 1 DESCRIPTION IN VFP-2000 1 PROACTIVE PANEL FACP VLP-400 1 VESDA LASER PLUS VLP VFD-505 13 ADDRESSABLE MONITORING MODULE MM VPS -1000S 1 VESDA POWER SUPPLY vPs BY OTHERS 1 PRE—ACTION LOW AIR SWITCH LA BY OTHERS 1 PRE—ACTION WATER FLOW SWITCH wF BY OTHERS 1 PRE—ACTION TAMPER SWITCH TS p,0,, AS-24MCW 1 WALL MOUNT MUILTY CANDELA HORN/STROBE 7 RSS-24MCW 1 WALL MOUNT MUILTY CANDELA STROBE BY OTHERS 9 HVAC DUCT DETECTORS DD DRAWING DIRECTORY SHEET #: SHEET TITLE: { CVR COVER SHEET & NOTES FP -01 VESDA PIPING LAYOUT FP -02 FIRE ALARM ELECTRICAL J THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. O Without Comxnents gi As Noted in Red p Per The Attached Letter 75e plans have been reviewed by The Tukwila Fire •ention Bureau for conformance with current City Idards. Acceptance is subject to errors and ,fissions which donot authorize violations of adopted ndards and ordinances. The responsibility for the • equacy of design rests totally with the designer. editions, deletions or revisions to these drawings after Ydaittaivoid rrequirend will tesubmlofreised drawings for subsequent Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: Cor..N1�/ tairk NEM 71., st6 , . 7.1.3 ***-1. "IA / 12rr4ke,- 114.414 i14i»p o� dekc, L r-4 4..; (co.t. 6,e,tke r _Rist' 4ddvC It ils4'recvi.44) a1--C.es-uI S}ti,4'4)ti.. f;lev[viectk Nee.;�-rer„�rv.tA• Rits.WILA FIRE DEPART Please call: 575-440Z and give this job rro. Da - F' 13 1-1 and exact address for shut' "own or restoration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In. a. Re -inspection Fee and termination of the testing. 2ND FLOOR TUKWILA INTERNATIONAL BLVD. SITE PLAN NTS NOTES THIS IS A PRE—ACTION SYSTEM DETECTION AND RELEASING SYSTEM. THE VESDA HAS 4 LEVELS OF DETECTION. ACTION, ALERT, FIRE 1, AND FIRE 2. AT THE FIRE 1 LEVEL THE BUILDING SYSTEM IS TRIPPED AT FIRE 2 LEVEL THE PRE—ACTION SOLENOID IS ENERGIZED. THERE ARE 9 HVAC UNITS SUPPLIED WITH DUCT DETECTORS. THE SYSTEM WILL MONITOR THESE FOR SUPERVISORY CONDITIONS ONLY. VISUAL AND AUDIBLE DEVICES IN THESE SPACES ARE PROVIDED BY THE EXISTING BUILDING FIRE SYSTEM. THE HORN/STROBE ABOVE THE PANEL AND HALLWAY STROBE INDICATE ALARM IN THIS SPACE TESTING OF SYSTEM IN CONJUNCTION WITH RELIANCE FIRE PROTECTION SPRINKLER CONTRACTOR J PAD AUG 2.4 2009 Tukwila Fire -277 oc H = N oPO 0 00o� rnisr)o w I U WOInw a' > 0.-.!i cxJ z '1=0 N W lL N r z 0 v2 SUBMITTAL DRAWING 08-18-09 z 0 DWG BY: JS ENG BY: JS CHK BY: SR APP BY: SR SCALE: NOT TO SCALE DRAWING NUMBER: 07-100-015 OF DATE: 08-18-09 PAGE: CVR oi000000000i000000000000000000: I 00000 00 iuo 00 0 O I i J 0:B uiu i o:000:o SAV PLI VESDA PIPE \G PIPE AT SAMPLING PDINT ON THE BOTTOM OF THE PIPE (UTLIZE 300 SQ.FT SPACING INTERVALS) FOR HIGH AIR FLOW. 25 AIR CHANGES PER HOUR GOOF DEC F0* DATA HALL NO SCALE PIPE INLET POSITION TOP VIEW 1'-1 11/16" VESDA. fawflo 9 3/16" FRONT VIEW VESDA LaserPLUS DETECTOR NO SCALE: SIDE VIEW D.OACTI V FRE ALAS V PA\EL FACE NO SCALE: P/N VFP-1001 14.9" FRONT VIEW I BOTTOM VIEW 14.0" 25.6" E\ CLOSU E D I V E\SIO\ s NO SCALE: 24.6 od 4.7" SIDE VIEW 9'-24' 12' 12' 12' 12' 12' --------8' 10i' 9' 6. SAMPLING POINT JANITOR L a O F233 VESDA PIPE 2 SAMPLING POINT 11' 5 10'-7116' Lir H VESDA PIPE 1 F223 12' 12' 9i' '2' 8A. 12' 12' SAMPLING PRINT 26' 64 12' VESDA PIPE 3 8'-4 F225ELECTRICAL CLOSET -3'-9f' VLP F224 0 PRE -ACTION VALVE 1 VESDA PIPE 4 11' 4th' wit' -2i' 1 11'- 19'-10 12' 11 12' 11 1' 9i' 11' 9i' 12' 7i' 12' 7 SAMPLING POINT 9'- 2ND FLOOR VESDA PLAN STEEL WF I -BEAM PATIO BELOW oc to 0 0o mcproM w U ?OMct w > 1— Qzocn ro<w§ Z, NWQ cV Y SUBMITTAL DRAWING a s aa vi v) 08-18-09 C z O DWG BY: JS ENG BY: JS CHK BY: SR APP BY: SR SCALE: AS NOTED DRAWING NUMBER: 07-100-015 OF DATE: PAGE: 08-18-09 FP.1 LOOP B LOOPA R.R+L L+ R -RI 6.1.• SLCLOOP 0 n 0 0 LCD CdrtRI TADADf 0 MM MM MR •i1 `_. •i1 `_.. L+411e1F SERIAL 1 8611AL 2 AH . ARY OAOT 1= rmol O VNET A VFET B PRDMtA PROnet B v 1 PC POWER LJ FRCP POWER SUPPLY llNOOM TRANSFORMER MUTERY 120VAC/60HZ -11 DD MM MM IVPS I 12 Volt/ 12 AMP -HR TS MM WF MM TROUBLE AND ALARM RELAY CONTACTS TO BUILDING FIRE ALARM PANEL SOL /-. E.O.L. O7 E.O.L. VESDA DETECTOR WHI\ G 0\ 12 Volt/ 12 AMP -HR E-LI\E VESDA POWER SUPPLY MM DD J N Ou ® 0 VLPPS - POWER SUPPLY avu -0ez- 6 U T O 12 Volt/ 12 AMP -HR 0 a To 120VAC/60HZ 12 Volt/ 12 AMP -HR 0 DIAGAv NO SCALE: Batter Capacity Calculation PR OApTIVi1✓,Ire,pool Gototol o Version 1.1 NOTES TO USER: ghllglt ed3i)1 REO s use the haahlighte ttitil„tecp'nlmender TAMPER SWITCH Number of Devices on each PRECISION SLC Q 1 sct"1 Quiescent Current (mA) 'CALCULATIONS' Total Quiescent Current per device type on each PRECISION SLC (mA) L'aRM Alarm Current (mA) CALdULAT IONS' Total Alarm Current per device type on each PRECISION SLC (mA) __ 0 3 4 1 _ E._ 3 0 1 2 3 4 0 Photoelectric Smoke Detector(VFD-10O) VESDA LASER PLUS _�L 10 0.44 0 0 0 0 3.44 ===F,HHHi=1 0 0 0 k Ionization Smoke Detectr (VFD-200) ) VESDA DETECTOR WHI\ G 0\ 12 Volt/ 12 AMP -HR E-LI\E VESDA POWER SUPPLY MM DD J N Ou ® 0 VLPPS - POWER SUPPLY avu -0ez- 6 U T O 12 Volt/ 12 AMP -HR 0 a To 120VAC/60HZ 12 Volt/ 12 AMP -HR 0 DIAGAv NO SCALE: Batter Capacity Calculation PR OApTIVi1✓,Ire,pool Gototol o Version 1.1 NOTES TO USER: ghllglt ed3i)1 REO s use the haahlighte ttitil„tecp'nlmender 1 2 3 4 7.45 I 1.2 I 0 I 0 Total Quiescent PRECISION Current (Max 1740mA per Individual SLC) 8.65 1 2 3 4 50.85 1 9.2 1 0 I 0 Total Alarm PRECISION Current (Max 1740mA) 60.05 Number of Modules or Devices per FACP Quiescent Current (mA) Total Quiescent Current (mA) Alarm Current (mA) Total Alarm Current (mA) User Interface (PSP -2020), Main Processor Card (PSP - 2018), Power Supply Unit (PSP -2022) 1 230.0 230 260.0 260 PRECISION Loop Module (PSP -2008) 1 75.0 75 75.0 75 a NAC 1 Output" NAC 2 Output " AUX 24 VDC Output (Max 500m A)• 2.7 2.7 850, 2.7 0 0 33t 0 90 0 0 Modem /Ethernet convertor (Max 100mA)' 0 0 Printer Power Output (Max 300mA) 0 0 City Tie Module -Master Box 35.0 0 40.0 0 DACT Module 60.0 0 160.0 0 Fiber Optic Module 60.0 0 60.0 0 • Outputs rust be evaluated for loading of the devices conn cted to each for quiescent and alarm currents Outputs must be evaluated for loading of the devices connected to each for alarm currents only Total Quiescent Current on FACP (Max'® Total Alarm Current on FACP (Max Total Quiescent Current Load (mA) 22.15 A Max Required Quiescent Time Period (4, 24, 60 or 90 hours) 316.4 X Required Quiescent Capacity (AH) Total AH required 7.6 BIM Derating Factor) 0.1 1 BATTERY CAPACITY REQUIRED MEI )5600mA Total Alann Load (mA) Required Alann Time Period (5 or 15 minutes per NFPA 72) Required Alarm Capacity (AH MEZI 485.1 x 0.0 MM DD MM DD MM DD ABBREVIATIONS r TS TAMPER SWITCH Number of Devices on each PRECISION SLC Q 1 sct"1 Quiescent Current (mA) 'CALCULATIONS' Total Quiescent Current per device type on each PRECISION SLC (mA) L'aRM Alarm Current (mA) CALdULAT IONS' Total Alarm Current per device type on each PRECISION SLC (mA) 1 2 3 4 1 2 3 4 1 2 3 4 Photoelectric Smoke Detector(VFD-10O) VESDA LASER PLUS MR 0.44 0 0 0 0 3.44 0 0 0 0 k Ionization Smoke Detectr (VFD-200) ) 0.38 0 0 0 0 3.38 0 0 0 0 R. Heat Detector (VFD300) � r 0.35 0 0 0 0 3.35 0 0 0 0 . Multi Sensor Detector (VFD-400) 0.47 0 0 0 0 3.47 0 0 0 0 4 -inch Relay Base (VFD-003) ` t 0.00 0 0 0 0 0.04 0 0 0 0 4inch 20DIsolator Base (VFD-004) ; 0.04 0 0 0 0 0.04 0 0 0 0 Remote Indicator (VFD-003) _ 0.00 0 0 0 0 4.00 0 0 0 0 Switch Monitor Module (VFD-501) , 0.60 0 0 0 0 4.60 0 0 0 0 Priority Switch Monitor Module(VFD.602) 0.60 0 0 0 0 4.60 0 0 0 0 {') ' Mini Switch Monitor Module (VFD-508) 1 2 0.60 6.6 1.2 0 0 4.60 46 9.2 0 0 Priority Minim Switch Monitor Module (VPD -505) - 0.60 0 0 0 0 4.60 0 0 0 0 Sounder Control Module(VFD-504) r ` 1.00 0 0 0 0 1.00 0 0 0 0 ` Input Output Monitor Module (VFD-503) )_ 0.85 0.85 0 0 0 4.85 4.85 0 0 0 Short Circuit Isolator and Base (YFD-500) , 0.04 0 0 0 0 0.04 0 0 0 0 Total Number of Addressable Devices per SLC (Max of 125 devices) 12 2 0 0 Total Quiescent Current per SLC Total Ala in Current per SLC 1 2 3 4 7.45 I 1.2 I 0 I 0 Total Quiescent PRECISION Current (Max 1740mA per Individual SLC) 8.65 1 2 3 4 50.85 1 9.2 1 0 I 0 Total Alarm PRECISION Current (Max 1740mA) 60.05 Number of Modules or Devices per FACP Quiescent Current (mA) Total Quiescent Current (mA) Alarm Current (mA) Total Alarm Current (mA) User Interface (PSP -2020), Main Processor Card (PSP - 2018), Power Supply Unit (PSP -2022) 1 230.0 230 260.0 260 PRECISION Loop Module (PSP -2008) 1 75.0 75 75.0 75 a NAC 1 Output" NAC 2 Output " AUX 24 VDC Output (Max 500m A)• 2.7 2.7 850, 2.7 0 0 33t 0 90 0 0 Modem /Ethernet convertor (Max 100mA)' 0 0 Printer Power Output (Max 300mA) 0 0 City Tie Module -Master Box 35.0 0 40.0 0 DACT Module 60.0 0 160.0 0 Fiber Optic Module 60.0 0 60.0 0 • Outputs rust be evaluated for loading of the devices conn cted to each for quiescent and alarm currents Outputs must be evaluated for loading of the devices connected to each for alarm currents only Total Quiescent Current on FACP (Max'® Total Alarm Current on FACP (Max Total Quiescent Current Load (mA) 22.15 A Max Required Quiescent Time Period (4, 24, 60 or 90 hours) 316.4 X Required Quiescent Capacity (AH) Total AH required 7.6 BIM Derating Factor) 0.1 1 BATTERY CAPACITY REQUIRED MEI )5600mA Total Alann Load (mA) Required Alann Time Period (5 or 15 minutes per NFPA 72) Required Alarm Capacity (AH MEZI 485.1 x 0.0 MM DD MM DD MM DD ABBREVIATIONS r TS TAMPER SWITCH LA LOW AIR SOL SOLENOID FACP FIRE ALARM CONTROL PANEL MM MONITOR MODULE VLP VESDA LASER PLUS MR MANUAL RELEASE WF WATER FLOW DD DUCT DETECTOR k ) WISE GUIDE A = 2#14 POWER B = 2#16 SLC CKT. C = 2#16 H/S CKT. D = VESDA NET (RED/BLACK) (YELLOW/BLUE) (ORANGE/BROWN) (BELDEN 9841) X#XX WIRE SIZE (AWG) NUMBER OF CONDUCTORS DESIGNATOR WISE TAG DESCIPTIO\ U E.O.L. 1DD1 IMMI B,C,2D F223 F225 VLP IVPSI F224 TAMPER IMM FLOW IMM LOW AIR I MM T I>< ❑ 1 (DM LDD I MM 1 DD 1MM1 PATIO PATIO BELOW FIRE ALARM ELECTRICAL SCALE:1/8" = 11-0" t+)O D 0 0) O co O LLJ I U W 0 M >O.-.� Qzo� OD W �F=O5 N W n- cV g •� 7,Pqn c:) ,..., co 1-4 E-4 C9 00 CD F=T -i •r--4 r 0 W SUBMITTAL DRAWING W a Q (1) a 08-18-09 0 DWG BY: JS ENG BY: JS CHIC BY: SR APP BY: SR SCALE: AS NOTED DRAWING NUMBER: 07-100-015 OF DATE: 08-18-09 PAGE: FP.2 DECK OPEN TOLDDBY NOTICE A completed, signed, Tu ila Fire Department Pre -t Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. r30-!✓xu5-1-i vn r:" / 5 iib N N D. AREA OF WORK 0 0 DECK ELECTRICAL/ COMMUNICATIONS KEYNOTES: TO R%DSTWO POWER POLES TO BE RELOCATED TO COORDINATE WITH NEW FURNITURE LAYOUT. — t/)Vte .tc7ci Ho.- _ /S+rviee 5 - 5i - 19/7_ FPLP it TUKWILA FIRE DEPARTN Please call: 575.4407 and give thls job No. 00- - OG 2 and exact address for shut' downer restoration spprovalt Fa �•�"" r r ACCEPTED 1 Wthout Co`-CTRICAU COMMUNIC TIONS PLAN ❑ As Noted In - - •, i1, 14r ❑ Per The Attached Letter D s i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is sublet to errors and omissions which do not authorize violations of adopted tanaaros and ordinances. The responsibility for the dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter ;tail doe will void this acceptance and will require a resubmittal of revised drawings tor subsequent approval, Final 1 Via!nce is subject to field Hest and inspection by The lruolmilila Fee bion BuireaL Dear Z - 01 11111A /5, • INTERGATE WEST BUILDING C 12101 TUKWILA INTERNATIONAL BLVD. TUKWILA, WASHINGTON 98168 Because of increased demand our inspectors' schedules are booker 3-7 days ahead. Therefore, you will need tc call 206-575-4407 or email firleinsprequest@ci.tukwilq.wa.us to schedule your inspections a minimum of 48 hours in 'advance of the dale you want an inspection. Marvin Ste 1,, .sociates, LLC Planning design 2221 Fifth Awxe, Seethe, W..aK12tne 98121 IIOW 111-1419 DRAIN BY: NO. SN Jce NO. 07000.001 CHECKED Br. SN DA1E 12/4/07 PERMIT SET SCALE AS NO1ED REN90NSASSUANCE Na TENSIONS UOCATED RwS Q DATE 1ETIANT: MED DATA EXPANSION SHEET TITLE THIRD FLOOR ELECTRICAU COMMUNICATIONS PLAN RFPRDDUCDDN, ALIERAIKRE OR PUERJCATIDN OF THIS DRARNC, ATNDIT EMPRESS PERMISSCt4 BY MSRA. IS A ND.ADON OF FEDERAL COPITIGHT LAB O PYROIT BY NS&A 2007. TI -5 li 5 OPEN WORK AREA OPEN WORK AREA AREAS OF WORK LUNCH MUL./ PTN. a w w www w IN s w w NI NI FILES FILES/COPY/WORK CONFERENCE (EXIST.) ▪ mow wNaINNINIIIsr®wINNINNINI.w s w . . is NI w CCEPTE Without Comments ❑ As Noted In Red :ININNENNONMEwwNwwrTa ■ ■ 1 s 1 1 s O OPEN TO LOBBYB LOW c:= =.=.J LOBBY SERVER (EXIST.) HALLWAY (EXIST.) STORAGE (EXIST.) 1 ■ 1 a 1 MIEN ISEir'7,,a IINVENSI:> :>' ate' IN ME OM= N MGM MEM NI ME MIMS MINNS MN= MEIN ININENNI I NNE= MOM IN NENE l,NM_ These plans have been re Prevention Bureau forconfor standards. Acceptance is sub omissions which do not autho stanaaras and ordinances. T adequacy of design rests total Additions, deletions or revisio this date will void this,accepta resubmittal of revised drawing Final acceptance is subject to The Tukwila Fire Preventjon 8 Date:. $151" 8.; Letter by The Tukwila Fire e with current city to errors and violations of adopted esponsibility for the ith the designer. these drawings atter and will require a r.subsequent approval. test and inspection by u. I UKwfLA FIRE DEPARTMEl1t, Please call: 575.4407 and give this job and orexact restorationaddressfor aDosh VIDEO CONFER (TO PANEL 3 MAIL BOX (EXIST.) MAIL/SUPPLY CONFERENCE (EXIST.) (EXIST.) OPEN WORK AREA MUL./ PTN. OFFICE 1 OFFICE CONFERENCE/ OFFICE 1111 -.®. MUL./ PTN. -w MUL./ PTN. 1TR CONSTRUCTION NOTES: 1. ALL WALL INFILLS TO ALIGN WITH ADJACENT SURFACES ON EACH SIDE. 2. CONTRACTOR TO PROVIDE AND INSTALL BLOCKING FOR ALL DOORS, ACCESSORIES AND CABINETRY, IF REQUIRED. 41 AR'st- n A CONSTRUCTION KEYNOTES: 0 EXISTING STRUCTURAL BRACING. OEXISTING CONSTRUCTION TO BE REMOVED. OEXISTING CASEWORK TO REMAIN. OCONTRACTOR TO REMOVE EXISTING WALL BUT LEAVE A HEADER @ ±8'-4' A.F.F. FINISH AS REQUIRED. 0 CONTRACTOR TO PROVIDE NEW HEADER @ t 8'-4" A.F.F. FINISH AS REQUIRED. 06 CONTRACTOR TO REMOVE EXIST. WHITEBOARD FRAMES ONLY. EXIST. WHITEBOARD MATERIAL TO REMAIN. FINISH WALLS AS REQUIRED. OCONTRACTOR TO PREP FLOOR AND INSTALL NEW CARPET. NEW CARPET COULD BE INSTALLED OVER EXIST. VCT. 08 CONTRACTOR TO PROVIDE AND INSTALL NEW BIS 24" DEEP PLAM COUNTER WITH 4" BACKSPLASH DBI • ►- • ' 'TS P 6' u LOCATIONS WITH TENANT. P • OVIDE GROMMETS. VE • IFY WITH OCONTRACTOR TO PROVIDE AND INSTALL NEW BIS 24" DEEP PLAM LOWER CABINETS WITH DOORS, DRAWER, 4" PULLS, (1) ADJ. SELF, 4" • . P ABANDON EXISTING OUTLETS ALONG THIS WALL. SEE ELEC./COMM. PLAN FOR MORE INFORMATION. 0 CONTRACTOR TO PROVIDE SEPARATE PRICING FOR CONSTRUCTION OF VIDEO CONFERENCE #304. • WIRE DESIGNATION SYMBOLS LEGEND WIRE DESIGNATION SYMBOL DESCRIPTION NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP S SIGNALING CIRCUIT - STROBE TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) TWO #14 FPL/FPLR RED (JACKET) QUANTITY 2 SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FIRE ALARM STROBE ZRS-24MCW WHEELOCK 4S BOX 80" A.F.F. TO BOTTOM FIRE ALARM STROBE (EXISTING) EXISTING EXISTING EXISTING WALL E EXISTING DEVICE N/A N/A N/A N/A Copyright 2002 by Guardian Security Systems, Inc. All Rights Reserved 1743 IST AVE. SO., SEATTLE, WASHINGTON FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: 0 1 0 DESCRIPTION SUBMITTED FOR APPROVAL DATE 05/04/07 2 ««< °Z;� 032 Q CD F-7-1 'co W W co CC Qo0) 1- w wzQ F-NW5 a}Z CD (i) CC gg �g� o �Q� 0 WoI— cc (71 u_ 0 11"1" 0 o °C 1—i w z SCALE: 1/8" = DRAWN BY: D_GARCIA DESIGNED BY: R.ARDEN DATE: 05/04/07 BACKROUND PLAN PROVIDED BY: .OB NUMBER: J SHEET FA -01 } MAY - 8 2007 Tukwila Fire k 21v DEMO / ELEC /CONSTRUCTION PLAN. 8' 16' 24' 1/8" = 1'- 0" rrs M r7 :• r J " ' .k r' .1 rl. '+ , .t .«, ri..s? :P R,.w rr t 1, d ryy L k t{ tt s t st S 1 l" i, . ..0 ,f ,. Kr 4Y.. N r,.` 1 rn 7% yQ k ii • 1 t4 X 1 i., 6. : a •;•'!iii .r L' i ' .1,.- 4 Li i'. n yy ;:>sr: II. 1014 r`• >r 1 I 1 y 3 'AP i c ? . , :; d4 .. n 1 J i• P yy ( }• r a.j' e t' " 3' Applicant Name: BURGESS WEAVER DESIGN GROUP t LSI 1 F Y. 0 ' x ., r !? ; ' , o•t#:. Trym•{ d" tr r 'Y 1... k a 2"r t i ` t , y ,1( }$1. t ,LG l t e i:r 1; ` 0 Prescriptive alighting Power Allowance 0 Systems Analysis (soeQualification .; (over). Prescriptive & IPA epooee clearly an plana.) r t ( Y n"'t i 'ti • . k iLl L a : . . rah. i5. , Y. J!. f.3tia ..t,,>i. rsnp ey+ y <L %' I '+ YY i . q 3 , !_ y., ;: . C <,,„}.. I .? rf r 1 \:. , • t .,,.:li' ' a (•c ?n r a k.-. r f 11 . S C , !i i, j 4., n F. .i, , k'.. . , $fL I i f /( .1 qtr 3 ` 5 :., •2.iH .•] • "SSir3+; iJh , F :1R• Y Pr r .. ,,,m N yJi r te, 1'i . .rl i w 1 7 T vd ':. h L J J 1 i,: .5 . i•a T"4` i ,.:5i -an x 3.. cr...J,rb . : f v ...rt.. -'1Y' E6 !' t. _ .G ik'So f k.1'' u r 1 •rC ., t,..T... (1 s. From Table 15-1 (ver) document all exceptions taken from taatngterr' Total Mowed Watts 1723 PROPOSED LIGHTING WATTAGE (INTERIOR) Nay not exceo Total Ahmed Watts for Interior) : .rel•i t .. z.0 t'.< a. moi: , ,:... s$ `' N R {{- l: 1', -, c , hw. Watts Proposed 16 .: . 96 ;WATT 1536 ; „q ' i x t •r.. .a , r ,, a x. .,5 'k r9 , t t ,. r,r is 4 w. * x ` , :t) 5 M C- Irl- a- }" , '. . cr, .,t%;r .; , ti c 4.. , , + 1 . m.R`' r.. q -its qQQ ; - r :IIS . r i.. J.1 r, rat a_. . •`): vs' , ,«its: :, 1,.....1'... '4 f: Y3 '... A+''P.,?.s.Y cz T •1., ..tv iMn . i r , art ff .. Y { i . i7, J. .. Ir {.. { {v, • i ? 2 - 51x4. i V c .,.!d• .,y...,r.;,.: '{%r:1: k f .i D Al dy , • f.,;". , ✓YS h"I• t r { w 4.:1. Pa u ..t .,... s f k } .i t`L:1','i_ ¢ iC ypi ! is / j pJJII LL9 0 J , It ! u. -`'"td1/J ' f . R _ om Tars o tgw lea 'OIJ • . ' r •' r i1) 1A! ik1 ,ir { m + Y3u 0 ' • les mms•srae• • s,mm a ISit•. fY'n j ,?,4 f r jZr 't '8'r 4iF 7 IJ y 121 ! j 1 {' 1Sr ` t t t ... . .. .. ... ... .. Gs e ®." :' .. 71 I . t 'A 1. ;I Nr7• +y5if}! Jki it{ f tn.l hl ,l} ti'rt y{• ti -i YSJ L t. 1 'z\ aid` 4 $,lk ;C ' ir3 +$.. fi•H'. ik. tol'ItN'i Gk,/iiK I - _- __ I;'1 S'•^ { t c pi Ft %3•t 47 t+,,.el„Ris rti[ A1{ . kC , _lli. • e_ t{ ;t,.• 1' : : • },t •• r31 ,?; 7. ..i iEr, ci+, .15,;.• 5' I ist{lt7A. tri` 4 i+rfa 1i`; Vrn , :: 1. 4•'PPP ?. ' ! ,4!rf •'J}int IP Oma► Y, . , ;.Ait., it , hits "=.." .."1111111111111111111 r y rJ , ■I. I ® • iif f ii '''11 f .ini-.i_ MI 11111111 1111111111DANsima Er t,0 il Pr..7.1-0, 11/11111111 ..- .,i {ti:J: , ■„. ,,ini71: 1. r!r♦<' t.ri S )f. - ±9'-0 Gu•rtt ,1 _ II AN .1 1 11 ; s i it IIi El IMI PM ) INF ' yr , A ,,, e h ,c IMill I P011111111M1 1 I t er Jd , h 4 /M1' n? : } 4 ift 1 ` ■ liA'''''i:1,,,,,',4;iiiitl: s ter- ,r 4iY/ REFLECTED CEILING PLAN 8' 16' 24' 1/8" 1'- a..mpr) cif CCEPTED Without Comments Ac.; Noted In Red Per The Attached Letter These plans r,aa,'= tc?":1; rt v! ]/,=edi by T'rin Tuktvi! : P!r Prevention Fill:... , 'f lc: ;: a :y.' c7': ! !ii;i'I. cit standards, omissions .rill:..:..., i , ....,.r i.o-=i'iitt :, of ;p..I•..y for ,ldec{nc Cf ., ;?. • Additions, this duty %Nit; 4'+:}i;: ..: : I i;i(:e i;:Slc: resubmittal of re•.11:,,,,od O __G//irirls tor subsequent Final acceptance is subject to field test and inspe.c-. • The Tukwila Fire Prevention Bureau. Date: ©// -/ /05 • . By:. /D fUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. a and exact address for shut. down or restoration approval NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Accept Ji iCli Testing of any Fire Alarm and Detection Systems, Failure of test will result in a Re -inspection Fee anti termination of the te511 - vetavorom-x WALL MOUNTED DEVICES SYMBOL DESCRIPTION 11Q DUPLEX OUTLET 1.4 VOICE & DATA COMBINATION OUTLET KEYED SHEET NOTES REMOVE EXISTING PARTITIONS AND ELECTRICAL EQUIPMENT. PATCH AND TOUCH-UP TO MATCH NEW FINISH. DEMISING WALL TO BE PROVIDED UNDER ADJACENT 11 CONSTRUCTION (KOREAN AIR). CONTRACTOR SHALL ALLOCATE COSTS TO BOTH TENANTS. VERIFY WiTH BUILDING MANAGEMENT. PROVIDE B/S FURRING AT BRACING. FINISH TO MATCH SUiTE. COORDINATE WITH BUILDING MANAGEMENT. PROVIDE B/S FURRING AT COLUMN. FINISH TO MATCH SUITE, COORDINATE WiTH BUILDING MANAGEMENT. PROVIDE NEW FURRING AT COLUMN TO MATCH EXISTING CONDITIONS. CEILING GRID TO BE 'EXTENDED FROM EXISTING ADJACENT SUITE. PROVIDE B/S CEILING TiLES AND GRID. PROVIDE NEW GWB WITH FINISH TO MATCH EXISTING CONDITIONS IN OTHER SUITES. EXISTING CEIIJNG GRiD AND TILES. LIGHTING SUMMARY 2003 ENERGY CODE COMPLIANCE FORM LIGHTING SUMMARY LTG -SUM 200 Project Info Frau VOLT INFORMATION SERVICES INC. Data 5/06/05 12201 TUKWILA INTERNATIONAL BLVD. Fr Building Department t>ne TUKWILA,. WA 98168 Applicant Name: BURGESS WEAVER DESIGN GROUP Applicant Address: 1326 FIFTH AVENUE, SUITE 500 Applicant Phone: SEATTLE, WA 98101 Project Description I%1 tiew Building 0 Addition '.0 AtteraUon Compliance Option 0 Prescriptive alighting Power Allowance 0 Systems Analysis (soeQualification .; (over). Prescriptive & IPA epooee clearly an plana.) Alteration Exceptions (chock ap°pi°te box) ❑ No changes ore being mode to the VAI L:I lase than BOX of the fatturoe are new and Installed 11.ghtIng urattoge is hot being 'wooed MAXIMUM ALLOWED LIGHTING WATTAGE (INTERIOR) Location j (floor/room n0.) Occupancy Deecrlption Allowed Watts per a' S.F.'" Ansa In S.F. Mowed X Area B OFACE 1,2'WA1T 1436 SF 1723 s. From Table 15-1 (ver) document all exceptions taken from taatngterr' Total Mowed Watts 1723 PROPOSED LIGHTING WATTAGE (INTERIOR) Nay not exceo Total Ahmed Watts for Interior) Location (floor/room no.) Fixture Descriplfon: Number of (7xturux Watts/ Fixture Watts Proposed OFFICE FLUORESCENT FIXTURE 16 .: . 96 ;WATT 1536 Total Proposed Watts may not exceed :Total Moved Watts for Interior Total Propo ed,':Watts 1536 SYMBOL LEGEND f====f f f fir ,ii/7/,Y4 F.E. (E) EXISTING CONSTRUCTION TO REMOVE EXISTING CONSTRUCTION TO REMAIN EXISTING DEMISING PARTITION CONSTRUCTION NEW INSULATED INTERIOR PARTITION CONSTRUCTION. SEE E/A.9.1 NEW FIRE EXTINGUISHER CABINET NEW FIRE EXTINGUISHER CABINET GENERAL NOTES 1. BUILDING'S FIRE, SPRINKLER SYSTEM HAS NFPA-13 QUICK RESPONSE HEADS. 2. VERIFY ALL ELECTRICAL OUTLETS WITH BUILDING MANAGEMENT AND TENANT. 3. VERIFY ALL FINISHES WITH BUILDING MANAGEMENT AND TENANT. MANAGEMENT NOTES 1. THE DRAWINGS AND SPECIFICATIONS PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. 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 WITH THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY•THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. 2. DIMENSIONS A. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS 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 CONDMONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WiTH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MUWON AS SHOWN. 3. COORDINATION 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. 4. FIRE PROTECTION IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRA11ON OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY. 5. GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO DRIWNG OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. B. THE 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 THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE IBC IN THE LOCAL JURISDICTION, D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCiED UNDER SEPARATE PERMIT. 6, MECHANICAL NOTES A. THE I -WAC SYSTEM SHALL COMPLY WITH 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. THE CONTRACTOR SHALL PROVIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR. GENERAL NOTES REV -1E-1 moi. 1. REFER TO CONSTRUCTION PLAN FOR EXTENT OF DEMOLITION. 2. AREA INDICATED AS SHADED TO . BE NOT IN CONTRACT TYP. UON. 3. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 4. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WOR 5. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SI! GASKETED, OR 'WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. NAY A Tenant Improvement for: SABEY CORPORATION 12201 TUKWiLA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA 98168-5121 Tenant: VOLT INFORMATION SCIENCES, INC. 16215 AIR CARGO ROAD SUITE 220 SEATAC, WA 98158 Burgess Design Inc. DBA: DESIGN GROUP 1326 Fiftii Avenue Suite 500 Seattle Washington 98101. 206 587.71.20 T 2 0 6 5 8 .7 . 7 1 2 2 F All reproduction & intellectual property rights reserved o 2005 Approved by: Date: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION -~-----..DQ,jl1MENTS BY BOTH THE BUILDING OWNER / VEL) F@KPRES TATIVE AND THE TENANT. Viniv 5 2005 r1 essi.nal seal City Of 'ial';wila 1ILDING 'NWT 'ON 6. WHERE PARTI11ON LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTi11ONS, TAPE & SAND SMOOTH FOR NEW FINISH. 7. PROVIDE PARTITION ANCHOR BRACKETS FOR- ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED' TQ PARTITIONS. 8. DOORS AND CASED OPENINGS WiTHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4-1/2" FROM ADJACENT WALL OR MATCH EXISTING BUILDING STANDARD. 9. ARCHITECTURAL REFLECTED CEILING PLAN INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. REFER, TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 10. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR. SPECIFIC' LOCATION AND SWITCHING DIAGRAMS, 11. ELECTRICAL, HVAC, PLUMBING, FIRE SPRINKLER, FIRE ALARM AND SECURITY SHALL ALL BE DESIGNED AND PROVIDED BY DESIGN-BUiLD CONTRACTOR. 12. ALL FINISH INFORMATION PROVIDED BY BUILDING MANAGEMENT. 13. FURNITURE SHOWN FOR REFERENCE ONLY. ALL POWER & ELECTRICAL DEVICES SHOWN ARE APPROXIMATIONS. CONTRACTOR TO COORDINATE WITH 'TENANT'S FURNITURE VENDOR FOR FINAL REQUIREMENTS AND LOCATIONS. CEILING LEGEND - LIGHTING SYMBOL Na SWITCH LOCATION. k IN NEW = RELOCATED -- DESCRIPTION/SPEC NEW OR RELOCATED B/S 2' X 4' FLUORESCENT FIXTURE. EXISTING` 2' X 4' FLUORESCENT FIXTURE TO BE REMOVED. RSr+:Ci:::.•4.... N = NEW NEW B/S EXiT SIGN. COORDINATE FINAL LOCATION WiTH CODE OFFICIAL, EXISTING 2'. X 4' FLUORESCENT FIXTURE TO REMAIN. PAID AUG 3 0 2005 Tukwila Fire 8109 ^/EAVER F WASHING FON s No. Issue Description Date PERMIT SET 05/09/05 CiT RIC:CrVEll OF TUFfi.NII CLAY 1 ri PERMIT cEnr7;-':0 Drawn by: JHN Reviewed by: Project No: 05-9704-00 KK DEMO / ELEC CONSTRUCTION PLAN / REFLECTED CEILING PLAN Original drawing is 24" x 36•". Scole entities accordingly if reduced A.2A.1 BILL OF MATERIALS BUJ QTY -• - 00 - CHEETAH, CONTROLLER V 2 1 10-2217-R-1 CHEETAH, ENCLOSURE W/ XFTAR ' 3 1 -10 2204 CR11-4 SUPPLEMENTAL RELAY MODULE 4 1 10-2190-2 BATTERY PACK, 2 17.01 BATTERIES 5 5 -02=3710- MANUAL RELEASE STATION 1 GANG BOX 6 5 -02=3646---- FM -200 DISCHARGE LABEL FOR PULL STATION 7 5 10 1039- ABORT STATION 2 GANG BOX 8 8 . 2Q.LW- BELL 4' SO 1 I/2' DEEP 9 24 -62.4032- SMOKE DETECTOR IONIZATION 4' 50 W/ RING 10 27 .63.30210 SMOKE DETECTOR PHOTOELECTRIC 4' 50 W/ RING 11 51 63-1023 DETECTOR BASE 12 10 -60=020- FAST RESPONSE CONTACT MONITOR -MINI 13 13 .86=01T- FAST RESPONSE CONTACT MONITOR 14 13 _55.02+' SUPERVISED OUTPUT MODULE 4' 50 15 9 -65022--- SOLENOID RELEASING MODULE 4' 50 16 7 .65-023' DUAL. RELAY MODULE 4' 50 17 7 10-t1112..-. AGENT RELEASE MODULE 4' SO 18 1 .- 0-086-268-103i--04- 3751.8 7MK WITH 268105 FM -200 TANK 1 19 1 -80-066-3125' NOZZLE 2' 180 Deg 20 1 "-70-090-"790=1031=04-100012 TANK WITH 790LBS FM -200 TANK 2 21 2 -60-066-5312 NOZZLE r 180 Deg 22 1 -70-0830-602-1031-04 65018 TANK WITH 602125 F11-200 TANK 3 23 1 -60-0665312_ 6022LE 2' 180 Deg 24 I -80-066=3438 NOZZLE 2' 180 Deg 25 1 80-363 2210 NOZZLE 1' 180 D g 26 1-70-08MA-648-+031-04 650tH TNM WITH 648105 FM -200 TANK 4 27 2 .80-066=4688- NOZZLE 2' 180 Deg 28 1 -70-083A-648-_1031=04_ 6501B TANK WITH 648085 FM -200 TANK 5 29 2 -80-066-4531 NOZZLE 2 180 Deg 30 1 -70-083A-518=1031-04-650tH TANN WITH 518LB5 FM -201 TANK 6 31 2 .80-066-3906- NOZZLE 2' 180 Deg 32 1 --70-083A-518-'1031-04., 65012 TANK 84(1H 518185 F1-201 TANK 7 33 2 -80-066-3970' NOZZLE 2' 180 Deg 34 9 -.02=3645... SIGN FOR DISCHARGE S11OBE 35 9 .02-3646- SVC 'CAUTION THIS ROOM..', INSTALL ON DOOR 36 5 05 -MALL SIGN FOR MANUAL RELEASE STATION 37 5 06 -ABORT SIGN FOR ABORT STATION 38 7 `MR20/OR . CONTROL RELAY, OPDT 39 4 ' -OH400A000 DUCT SMOKE DETECTOR 40 10 .22475 HORN/STROBE 4' 50 1 1/r DEEP 41 I -P2415 HORN/STROBE 4' SO 1 1/2' DEEP 42 9 S2415 STROBE 4' SO 1 1/2' DEEP P 43 'v- MOL SYNCHRONIZATION11001.1114' 50 1 1/2' DEEP !9 u�..ti .... AA . -E.. ACC E.: W E Without Comments As Noted In Red Per The Attached Letter MFG FIXE j EIKE FIKE FIKE HIKE HKE FIE FIE FIXE FACE FACE FOIE FIXE HIKE TIKE HIKE HIKE FIKE NIKE FIKE FOIE F1KE FIXE FOIE FIE FOIE FOE FOE FOE TIKE FAKE HKE FOE ALPHA OMEGA ALPHA ma NOTOIER SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR 1 These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is s..5ject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspecti b� The Tukwila Fire Prevention Bureau. Date: /- `/ - OS- By: 41-• CEILING (OPEN OR ATC) A/V OR 115101 ONLY OENCES -m 80' ulsO oL DOOR DOOR ABORT STATION PULL STATION 48' 72' (66' FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE 1 1 3 14 13 6 3 7 27 24 PRE-ACTION/FM-200 PANEL STANDBY DEVICE CURRENT DRAW (80 per device) Cheetah System Controller 250.00 mA C1711-4 0.00 rM Communication Loop FRCN 0.46 mA SON 0.32 mA SRM -61111 0.27 rM 51111 -SOLENOID 027 mA R2M 0.54 rM Photoeleclrc Detector 0.50 mA Ionization Detector 050 mA TOTAL ALX POWER per device TOTAL COMMUNICATION LOOP TOTAL STANDBY CURRENT OUANTOY DEVICE 1 Cheetah System Controller 1 GRIN -4 3 Communication Loop 14 FROM 13 SON 6 5061-161 3 SRM -SOLENOID 7 8261 27 Photoelectric Detector 24 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 7 MR -201/C RELAY 1 Graphic Annunciator 8 Bells 3 MOSynch Module 10 Hom/Strobe 75cd 1 Horn/Strobe 15cd 9 Discharge Strobe TOTAL ALARM CURRENT ALARM CURRENT DRAW (mA per device) 250.00 mA 10.00 mA BATTERY REQUIREMENT CALCULATIONS 24 NRS OF STANDBY 5 MITRES OF NMN TOTAL AMP/HOURS REQUIRED INCLUDRG+20% RESERVE iutworti Please call: 75.4402 .01' and give this job No. •S- F- p/S al id exact ad down or r 0.46 mA 0.32 mA 0.27 mA 0.27mA 0.54 mA 0.50 mA 0.50 n.A BATTERY CALCULATIONS AM POWER SUBTOTAL TOTAL (mA per device) (mA needed) 250.00 mA 0.00 mA 6.44 mA 4.16 mA 1.62 mA 0.81 mA 3.78 mA 13.50 IM 12.00 mA 0.00 mA 42.31 mA AIX POWER SUBTOTAL (mA per device) 0.53mA 10.00 mA 1.20mA 70.49 mA 30.00 mA 600.00 mA 30.80 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 6.44 mA 11.05 rM 61.62 rM 4.41 mA 3.78 mA 13.50 rM 12.00 mA 210.00 mA 600.00 mA 240.00 mA 48.00 mA 1480.00 mA 78.00 mA 477.00 mA 292.31 mA TOTAL (mA needed) 250.00 mA 10.00 rM 112.80 mA 210.00 mA 600.00 mA 240.00 mA 48.00 rM 1480.00 78. 477.001 mA .01 Amp/Hr 17 Amp/Hr 8.23j. p/Hr 2. NO 'TEE' TAPPING 3. POWER LNMITED. CIRCUITS, EC 4. POWER LIMTE ENCLOSURE. 5. BE ISOLATED POWER CIRCU -POWER LIMITON INIMUI OF 2 IN SBS SHALL N E PLACED IN THE SANE CONDUIT. AY, ETC. -POWER LIMITED CIR ALL FIRE RATED WALL AM�IPPHOVED FRE 0 THE WIRE GENO OR APPUCABI&CON SIGNALING UNE CIRCUITS ROUNDED ONLY AT PANEL OF �'.•.UGHOUT THE HE SHIE �> 1 AT EACH i :. CE D II D BE 1 WITH IZE AND TYPE. THE PATH SHOWN ON THE UP ON THE AS BUILT. PA•; SHIELDED. SHIELDS SHALL BE N AND SHALL BE CONTINUOUS S SHALL BE CONNECTED TO SUBSEQUENT LATER FROM ANY GROUND. K INCOM RCUIT H DEVICE W/ BLACK TAPE. IDENTIFY THE CES & TERMINATIONS. HIN 12. EACH FIR PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING P4N1.' ' BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY 8E DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL 8E INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 14. AIL BACKBOXES. MOUNTING BOXES SHALL BE PANTED RED. ALL CONNECTION BOX/JUNCTION BOX 040 DEVICE INSTALLED) COVERS SHALL BE PANTED RED. 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTTIFIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABEUNG A L CIRCUITS THAT EV - •M ]A M . IP NT AT T. CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL 8E IN CONDUIT. B UPDATED BILL OF MAIL 12/08/00 A UPDATED BILL OF MAIL 11/14/00 REV. A DESCRIPTION DATE co 2 c z.61v i Q n3 cILY 0111-1 �ccaoLL- 0 -p E O- W t4.J c w M._ Q n 1 I= n O •'; O c ro c a) O eL � O PHASE 1 SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM. EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION At CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1. 2 & 3. DETECTION & CONTROL FOR EACH PRISE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM-200/PRE-ACTON CONTROL PANEL. DETECTOR SPACING The volume of the spaces served is 112,873 cu. 1t. - there will be 3 o/c units (A/C 1 - 4. one redundant) o1 27,000 ctm ea. supplying the space for o total of 81.000 dm. 81.000/112.873=0.72 v 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING 15 187sgft PER DETECTOR AS REOUIRED BY THE TABLE BELOW. MIN/AR CHANGE AIR CHANGES/HOUR SO FT/DETECTOR 1 60 125 2 30 250 3 20 375 4 15 500 5 12 625 6 10 750 7 8.6 875 8 7.5 900 9 6.7 900 6 900 10 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AR MOVEMENT AREAS) N.7 nr \ � O C s T 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA PHASE 2 SEQUENCE OF OPERATION M INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE HARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN INIAC UNITS•• TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: FM -200 DISCHARGE Will 8E PREVENTED UNTIL THE SWITCH 15 RELEASED. OPERATION OF THE ABORT SWITCH HIS 110 EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH 15 ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDTIDN TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A 'DOUBLE INTERLOCK' SYSTEM. A SIGNAL VIA THE FM -200 CONTROL PANEL IS REOUIRED TO ENERGIZE THE SOLENOID AND L1W AR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD I5 REOUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. FM -200 & PRE -ACTION DETECTION & CONTROL PHASE 3 PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY 9001A FM -200 ZONE Al -EQUIPMENT ROOM j1 }FM -200 ZONE A2 -COLOCATION ROOM #1 599 5\ S 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 E JAN SITE LOCATION MAP 1 2005 2 3/� DRAWN 131: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED 8Y: BJH SCALE: AS NOTED AIS 1/GAa.1 1 6 15610146 5100000 16IMe mM.r. K. n 06616 m.ma ro ISor IDE a®®ON(01551 n 11TIN 5HEE7: 1 OF 7 .oma. 105 wE OW 0050) COMM PC. NETSTREAM TUKWILA WA JOB NO 00-2133 DRAWING NO.: 2133-018 d o/-( 0 0 0 0 N (LT 4--z QO3C o t.A1 p .4 �a F N� IC 0 _ _. a _.- = M-200 . ‹ a C� 1 ONE � \\� � '_i 1. :\ I I !' , mi4 «Im -20 ___ 1; 11=114& ..N�_ .• Z.. A' JJ\ PRE -AC ION PRE -AI ION • ' \l ONEZONE a Mho . �-'.3 NC," II 1 I . e I PHASE 1 SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM. EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION At CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1. 2 & 3. DETECTION & CONTROL FOR EACH PRISE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM-200/PRE-ACTON CONTROL PANEL. DETECTOR SPACING The volume of the spaces served is 112,873 cu. 1t. - there will be 3 o/c units (A/C 1 - 4. one redundant) o1 27,000 ctm ea. supplying the space for o total of 81.000 dm. 81.000/112.873=0.72 v 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING 15 187sgft PER DETECTOR AS REOUIRED BY THE TABLE BELOW. MIN/AR CHANGE AIR CHANGES/HOUR SO FT/DETECTOR 1 60 125 2 30 250 3 20 375 4 15 500 5 12 625 6 10 750 7 8.6 875 8 7.5 900 9 6.7 900 6 900 10 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AR MOVEMENT AREAS) N.7 nr \ � O C s T 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA PHASE 2 SEQUENCE OF OPERATION M INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE HARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN INIAC UNITS•• TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: FM -200 DISCHARGE Will 8E PREVENTED UNTIL THE SWITCH 15 RELEASED. OPERATION OF THE ABORT SWITCH HIS 110 EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH 15 ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDTIDN TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A 'DOUBLE INTERLOCK' SYSTEM. A SIGNAL VIA THE FM -200 CONTROL PANEL IS REOUIRED TO ENERGIZE THE SOLENOID AND L1W AR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD I5 REOUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. FM -200 & PRE -ACTION DETECTION & CONTROL PHASE 3 PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY 9001A FM -200 ZONE Al -EQUIPMENT ROOM j1 }FM -200 ZONE A2 -COLOCATION ROOM #1 599 5\ S 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 E JAN SITE LOCATION MAP 1 2005 2 3/� DRAWN 131: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED 8Y: BJH SCALE: AS NOTED AIS 1/GAa.1 1 6 15610146 5100000 16IMe mM.r. K. n 06616 m.ma ro ISor IDE a®®ON(01551 n 11TIN 5HEE7: 1 OF 7 .oma. 105 wE OW 0050) COMM PC. NETSTREAM TUKWILA WA JOB NO 00-2133 DRAWING NO.: 2133-018 d o/-( (7035) 4 7023 ) R 1014 1025 Fm -7 [7079,0p 7033 ] [ 1078 J II II II II = FiCL (2003 .1 [3021 R2M 3003] R7 TIF ---11 6 rn-Lf- -an PMI = [1017) 111111 0. [20111) ®(2013) O OE' 3 2023) (2074) (2015 IF THIS DRAWING IS 11 z 17' IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1' 2' 4' 6' 8' 10' LEGEND ULNA IFRCIAI FLOOR PLAN SCALE: 1/8' = 1'0' 4' or 4' 11/16' BOX "-FLEX CONDUIT INSTALL ON TANK ASSEMBLY PRE -ACTION & FM -200 CONTROL PANEL GRAPHIC ANNUNCIATOR PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P -PHOTO, I -IONIZATION. D -DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEOUENTIAL NO.) FAST RESPONSE CONTACT MONITOR FLAGNOTES INSTALL DUCT SMOKE DETECTORS FOR ROOF TOP AC UNITS (1-4) THE INSTALLER IS RESPONSIBLE FOR IDENTIFYING THE RISERS AND PROGRAMMING THE MODULES ACCORDINGLY. SOLENOID RELEASING MODULE SUPERVISED OUTPUT MODULE IR2MI DUAL RELAY MODULE 1=1 AGENT RELEASING MODULE POS PRESSURE OPERATED SWITCH ® SPRINKER RISER (WET OR PRE -ACTION) I=1 SOLENOID (D (3010) [30111) ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) 1-1211 LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) ( xxx J EEiED TAMPER SWITCH DEVICE ADDRESS DAMPER TRUE CEIUNG HEAD iii 4' SQUARE BOX BASE CEILING DETECTOR MOUNTING DETAIL NOT TO SCALE AGENT RELEASE MODULE/ACTUATOR DETAIL NOT TO SCALE TO CONTROL PANEL (0R MODULE) GAS CARTRIDGE ACTUATOR 1" CHASE NIPPLE 1' RIGID COUPUNG 1' x 1/2' BUSHING 1" LOCKNUT / 1/2" LOCKNUT O 0 0 0 CDN - 0 0 0 0 PHASE 1 PHASE 2 PHASE_ 5 B NO CHANGES THIS SHEET 12/06/00 A NO CHANGES THIS SHEET 11/14/00 REV. j DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRANK BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH A6 MO1WO1 6 116 MUT' V 16 OW MIRKY COMM, MC IT 6 IM MO 11 CO/AOR NO 6 101 10 11 060K0W CO MOM UMW OVID 10.1SOM 110111Q 06 EOM117 CCIONI. 1C SCALE: AS NOTED NETSTREAM TUKWILA WA JOB NO 00-2133 SHEET: 2 OF 7 DRAWING NO.: 2133-028 120VAC FROM PANEL__BKR__ RY SITE ELECTRICIAN 3C 1 D c2B NETWORK 24VDC RESET CHEETAH PRE -ACTION & FM -200 CONTROL PANEL 1 1 24VDC RESET NETWORK COMMON ALARM TROUBLE PRE -ACTION WATERFLOW PRE ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY SLC LOOP 1 r28 AUX 24VDC CKT#3 .40 BUILDING FIRE ALARM PANEL BY SITE ELECTRICIAN 'SA2-2-1501 2B A2-1-1583 2B (root) CLOSE DAMPERS FM -200 ZONE A2 �00J L100J )10041 .0- 28 (071\A [1005] ALARM e.- 2B LEASI97A71 28 e.- 2B (1006) (7007) pow) LOW AIR LPSI SOLENOI SOL -©PER e-- 28 CM (1009) PRE -ACTION SYSTEM 1130-3-75/01 2B 1612-2-7501 28 , 16&2-1_1501 PIPING ASON78 (10771 (7018 ) SHUT DOWN EXH FAN EF -1 (1019 ) CLOSE SPLY DAMPER - 2B (1010) 128IAC Er FM -200 TANK 1 ARM 28 (1021) 110221 CLOSE DAMPER FM -200 ZONE Al & A2_ 129170 ELEC11112143--tni 110231 e-- 2B 8 IzT111 (10241 1641-75e0 o --2B (1025) OD 2 VA' 0-28I I 2BI (10261 (1017) 1 fFRCMI ((to2el I�o2J SA2-2-150! • 28 542-1-1583 28 SODA 11030) FM -200 FM -200 TANK 2 TANK 3 e- 28 RM (1031) 28 [ 1032 [7033) 110341 110351 (10361 (1037) 11202-4-7301 131v 0-2B (10381 11039) 11040) (7017/ (1042) (7043) 11044) 11045) 11046] [1047) CLOSE DAMPERS FM -200 ZONE Al COLOCATE /1 & /2 12NoC 80 EIDLIMCION (1048) 0 9, " 10 -3 28 NIL -2 2B ■•8 1 ,-28I I W 281 0 (7049) Los/J� LOM)J 110531 PHASE 1 2B (1049 ) A SLC LOOP 2 -2B it a 28 Liao (2028) 28 a- 26 ALARM LOW AIR SOLEN01 SOL TAMPER 28 (20291 \CKT/24VDC )2030) ( 2031) 3.:(2 5 PRE—ACTIONI SYSTEMPIPING (2002) 2B (FR MI /20031 (20041 CLOSE DAMPERS FM -200 ZONE 8 COLOCATE /2 708-17 FSD-16 730-15 73D -N 0 0 0 0 3 168-3-753.128 1411-2-7501 28 x5&-1-75ca M 11007) 12008 ) /2009/ FM -200 TANK 4 2B (2001) FM -200 TANK 5 28 (20231 12010) (20771 (20121 P /2013) PHASE 2 (20141 10151 /20161 CLOSE DAMPERS FM -200 ZONE Al COLOCATE #2 & /3 120170 BY ELEC1BLYM 18 28 2B I .IP. -281 1 281 (2077) (2018) 11019] 12020) (2021) (2022 IAORI 16-74'1 120241 12025) �sa-71x04 2B SB -2-1501 • 2B .98-1-1583 • 2B (2026) 12027) A SLC LOOP 3 -_ FIKE GRAPHIC ANNUNCIATOR PANEL PHASE 2 F28 28 ALARM L51 LOW AIR LPS SOLENO SOL TAMPER TS 28 er 28 e- 28 S PRE -ACTION SYSTEM PIPING 13025.1 /3026) 1(30271 130281 [30011 PHASE 2 SC -2-1504 e— 28 SC -1-1504 et 28 CLOSE DAMPERS FM -200 ZONE C COLOCATE /3 10040 BY R TSD -24 7311-23 0 0 0 0 0 F3D-20 750-21 MD - 28 [30021 / 3003) [3004) (3005) FM -200 TANK 6 ARM 28 SRM /3009 ) OI `), ®I 130061 13007) (3006) (3010) [3011) [3012) [3013) FM -200 TANK 7 —1 — e- 2B 1 ,,,,--1 2▪ BI I 0 281 (30151 130141 L°/J L°1J 28 (3018 ) [30191 [3020) 130211 BC -2 2B BC -1 28 [3022) MSC -3-7500 E22B MSC -2-7504 8 1750-1-7509 MDL /30231 PHASE 3 1 LEGEND FLAGNOTES INSTALL FROM MODULES INSIDE MANUAL RELEASE STATION & ABORT STATION ENCLOSURES. © DO NOT USE KNOCKOUTS AT THE BOTTOM OF THE PANEL. THIS SPACE IS RESERVED FOR BATTERIES. WIRE LEGEND A = 2 CONDUCTOR, POWER UNITED FPL TWISTED, SHIELDED 18 ANC SOUD, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS. ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER UNITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER UNITED FPL TWISTED. SHIELDED 18 AWG SOLID. 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NEE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. PACPI PRE -ACTION & FM -200 CONTROL PANEL ® GRAPHIC ANNUNCIATOR PANEL �STU SUBSCRIBER TERMINAL UNIT IFRCMf MD SMOKE SENSOR (P=PHOTO, I=IONIZATION, D=DUCT) DUCT SMDKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEOUENTIAL NO.) FAST RESPONSE CONTACT MONITOR SYNCHRONIZATION MODULE n 2A ARM IAPSI LPS TS [xaxffsJ SOLENOID RELEASING MODULE SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR 8 NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. 1 DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 5.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FIG DATE: 08/11/00 PROJECT MGR: TNM APPROVED BY: 6111-1 NETSTREAM TUKWILA WA 55v1)016101W1Off 16 OW 08311 0770411, 6. 5 5 IMMO IN 07/616 MO 661 1115 IMO= 4 UN= 151110111 rR1fM 'MOON nM1 MC 7047 5017555, 51.1n. SCALE' A5 NOTED JOB NO 00-2133 SHEET: 3 OF 7 DRAWING NO.: 2133-038 L 7 J P ALARM TO BUILDING FIRE ALARM TROUBLE BY 50E FLFCTRICIAN L PANEL CONTACTS (NOT CRM4 CONTACTS) ri L P2 PANEL MOUNTED CRM4(s)\ REFER TO WIRING DIAGRAM THIS SHEET. 734 165E 15A FUSE F2 )Qp4oTT T JW.N NAO Imola N.O. HELD CLOSED 0 0 J0 Protection Systems 0 OPNE-MARY WNW WG O FTE MAIN O SUPERVISORY 0 1110118L RESET TAW Yi A SLfNCE 2 5 0 A POWER O AMY SILENCE O SUPERVISORY sRENCE O TROUBLE SILENCE ACK 3 6 MB, 0 112 DRILL F2 F3 COWL STEP MOM P4 Es F6 MIN 0 F3 F5 2A FLEE 2A FUSE 2A RE SUPPLEMENTARY LOOP MODULE SLD 10-2203 --O zoo -O g� +O z -0 6 +0 W SR. NAOS MOW AUXILIARY POWER P4 4m0 4850 1.60 060+ A11Y0 AUYD GRAPHIC ANNUNCIATOR TO COLOCATE /3 ADDRESSABLE DEVICES 1.611 256 LEDs WS gay egma 20101 3 03 com M N! 101,0 1* WNW YAD WNW Aux°A TO COLOCATE /2 Amer -1— POWERED DEVICES P5 P6 g{o + z 1- -O -0 o +0 +0 P7 P6 0 u -0 K +o ,o T L_ z P9 RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (BLACK) (RED) (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY u m (GREEN) GROUND TO CABINET STAND-OFF eee ®®®I (YELLOW) 12V/17 AH BATTERY 12V/17 AH BATTERY SUPERVISED BATTERIES (2) 24VDC 0 12V-17 AH MAO. CHARGE CURRENT 3A MAX. DISCH. CURRENT 15A HSI SUPERVISED POWER INPUT PNL _. CIRCUIT __ 120VAC 0 2A 50/60 HZ CONTACT RATINGS: 2A 0 30VDC 0.54 0 110VAC P41 PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY — TO BUILDING FIRE ALARM 6Y SRF DUCT DETECTOR SUPERVISORY (;(ECTRICIAN 05 4-1 O (?40 41-i© Yf-i 1- I- C IW1C�MC.N210 Ic�Nc131o1 Ru 44a NON -POWER UNTIED CRM -4 RELAY MODULE (P/N 10-2204) 10oo00D0D001 L CRM4 WIRING DIAGRAM NOT TO SCALE TO COLOCATE /3 POWERED DEVICES 'l• 695 TO COLOCATE 12 ADDRESSABLE DEVICES SLC LOOP TO (+) NEXT DEVICE ANALOG PHOTOTELECTRIC SENSOR (P/N 63-1021) WITH 6' BASE OR ANALOG IONIZATION SENSOR (P/N 67-1032) WITH 6' BASE (TYPICAL) 00000 E E o B i 3 FAST RESPONSE CONTACT NODULE (P/N 0200) NOTE: WIRING 5 TYPICAL FOR ALL DEVICES. ACTUAL SEOUENCE OF DEVICES 5 SHOWN ON THE RISER DIAGRAM. CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE 000000 • kS • s b i i FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) 1201/AC (BY SITE ELECTRICIAN) 000kk000 Ls S v S E i FAST RESPONSE CONTACT 110001E (P/� 020) N. 50 IO...�G A0 Be Ce t4v FJ 1.220/240 VAC DUCT DETECTOR 4 0 NA 7011D13. SUPERVISORY TROUBLE 3 14 I I4 •CONTACT CLOSES N 5 SUPERVISEDOUTPUT n Wi SMILE (t) §;_13 u.g. OOQO TO A/C UNIT STOP CIRCUIT BY SITE ELECTRICIAN DH100ACDC DUCT SMOKE DETECTOR SYNC MODULE (MDL) in61 Ln z1a Q 2.2K 01-) (a0 1 2 2 ( IRB Yd ( -t0 (+10 SLY (-10 - 10K EOL WHERE SYNCHRONZATION 5 NOT REOURED USE DETAIL SHOWN AT LEFT. 000000 i K k r N 5 6 M OUTPUT55-021) SHUTDOWN 120WC NOT rWHEN ONLY ONE TANK 15 CONNECTED INSTALL THE ENO OF UNE RESISTOR HERE. AGENT RD65E MODULE 0 0RED DYE TO TANK GRN SOE(N01D RELEASING 11004AE 55-022 SRN EXH FAN (� 11001 LEG DAMPERS 120A4C 90(01 LEG 120VAC 1101 AUX 24VDC TO NEXT DEVICE REOURING POWER 01610101610 NC C 161 PC C NO ;O MR -201/C 0 4 120240 T010101 (3) CTL RELAY CR -X Rol ol01010 2 0 2 u_«;ry 2 2 55-023 1263 'o ^'o S ! 0101010 AGENT 66(ASE TODDLE 2. 111.11E T TO po TO TANK HDA 0 TO PRE -ACTION SOLENOID "061 00000 i 'oonv0i�m SOLENOID RELEASING EI000LE 55-022 SRN B NO CHANCES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN 131: FTG DATE: 08/11/00 PRO.EC1 MGR: RAW NETSTREAM TUKWILA WA APPROVED BY: BVH INS Nlas IN m. 61 mow IT MY mo AIM 4c.II IS tem 11 N Comsat M No6 NRa I0 C 644® N MAD MDR 4Mp NNINMN NON POC oNr raNNon WNW, r. SCALE: AS NOTED JOB N0 00-2133 SHEET: 4 OF 7 DRAWANG NO.: 2133-048 7 J o [ DRAWING IS 11 17 IT HAS BEEN REDUCED TO 1/2 SIZE. 0'1'2' 4' 6' 0' 10' 15T 18" — 2-1Lr' 11_11 5.10- 1 7'7' — onf I T T T D —nb I I /04 SCALE: 1/8' NO CHANGES THIS SHEET 12/06/00 A RELOCATED TANK 2 & 3 REVISED PIPING 11/14/00 REV. DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 51. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FIT DATE: 08/11/00 PROJECT MGR R1.04 NETSTREAM TUKWILA WA APPROVED BY: BVH SCALEAS NOTED 116 KOMOSOli 6 116 MOM Or FM 061 COLOLOW COMOo, MC. 0 6 ROOMED CONCOCE AM 6 OW wo • =sea OR MUM 6110.11 10OTT I sHEE7, 5 oF 7 KAMM F OK OW 0,11.011 COVOIff. JOB NO.: 00-2133 DRAWING NO.: 2133-05B FLOOR 3" SCH. 40 PIPING, SEE NOTES. 3" VICTAULIC COUPLING SCH 40 P1000 CHANNEL UNISTRUT MOUNTING STRAP (70-1384) STRUCTURAL WALL MOUNTING DETAIL FOR 70-090, 1000 LB. CONTAINER NOT TO SCALE 2 -WAY SWAY BRACING SIESMIC BRACING NOT TO SCALE 36" LENGTH MINIMUM ✓-3" VICTAULIC COUPLING SCH 40 P1000 CHANNEL UNISTRUT /- FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-083a, 650 LB. CONTAINER NOT TO SCALE PS 651 CHANNEL BRACKET FOR CEILING PIPE SUPPORT 42 1/2" LENGTH MINIMUM V 3 1/2" FM -200 1000LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE PIERCED CHANNEL UNI #P2000T PS #P200S 1 5/13 X 1 5/8 X CLOSURE STRIPS UNI #1184 PS #707 (GALV) 1 5/8" WIDTH SERIES OF USED) 42 /2" APROX. NOTES FOR FM -200 SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER. NOT CUT LENGTH. 2. NODE POINTS REFER TO 111-200 FLOW CALCULATION PROGRAM. 3. DIMENSIONS NOT FOR FABRICATION. 4. PIPE GRADES & TYPES SHALL BEM ACCORDANCE WNH NFPA 2001 TABLE A-2-2.1(0) (for threaded connections) OR TABLE A -2-2.1(b) (for rolled groove or welded connections) AND TABLE A -2-2.1(c) FOR ALL TYPES OF CONNECTIONS. 5. PIPE SIZES 3 W. TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 6. COUPLINGS FOR SIZES 3 IN, AND 2 1/2 IN. SHALL 8E VICTAUUC° STYLE 77 OR GRUV-LOCK STYLE 7001. NO ALTERNATES ACCEPTABLE. 7. FITTINGS TO BE GROOVED TYPE USTEI9 AND OF THE SAME MANUFACTURER AS THE COUPLINGS. AU. FITTINGS SHALL BE CLASS 300 MALLEABLE OR DUCTILE IRON. 8. GROOVED FIRINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL. 9. GASKET MATERIAL FOR ALL GROOVED 9100605 SHALL 8E EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS. 10.2 REMOVE ALL EXCESS LUBRICANTS. 3" VICTAULIC COUPLING, SCH 40 91000 CHANNEL UNISTRUT FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-086, 375 LB. CONTAINER 1404 NOT TO SCALE FLAT PLATE FITTINGS UNI #P1380A PS #PS750 FOUR HOLE CORNER CONNECTOR ANGULAR FITTINGS - 2 & 4 HOLE UNI #P1546 (2 HOLE) PS #PS781-45 (4 HOLE) 45 DEGREE 90 DEG ANGULAR FITTINGS UNI #P1325 P5 #PS607 CYLINDER STRAP PROVIDED BY EIKE NOTES 1. HEX HEAD CAP SCREWS (32 MIN) UNI #HHCS037125EG PS #6024 3/6" X 1 1/4" 2. CLAMPING NUT WITH SPRING (32 MIN) UNI #P1008T 3/8' PS #PS TG 3/8" 3. BOLT FRAME TO SLAB (4 PLACES MIN) 4. BOLT FRAME TO WALL 4 PLACES MIN) DJ / 1/2" WELDOLET 11/4" PIPE PLUG 0. 1 • 10. FITTINGS 2 M. AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE. (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) 11. ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED OR MALLEABLE STEEL 12. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL 014 CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. 13. ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NFPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3. 14. FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. 15. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 4OPSI FOR 10 MINUTES. 1 '0 1/4" PIPE PLUG 36" LENGTH MINIMUM 11 26" ED •TO PIPING NETWORK WELDOLET • ROKRIFIl 5 MIEN IMF 0655465 n0i0ATFn SEWN K ONEGDL. FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 42 1/2" LENGTH MINIMUM 52" MIN 26" 5 3/8" 3 1/2"� FM -200 650LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE 6" 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 �7• POS SEE DETAIL 9550' PPE PIRG MOP {m'P1KPL INE ONY MINE A PPE PWG WY BE REMOVED 5 MIEN M °°rcacr.. 4150 snmr 0 (Alin N IDC P8055 3" v 2" REDUCE 30" LENGTH MINIMUM 21 3/4" - 6" 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 36" LENGTH MINIMUM 46" MIN 20" 5 3/8" --"/\ PIPING ISOMETRIC TANK 2, 1000LB. CONTAINER NOT TO SCALE FM -200 375LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE B NO CHANCES THIS SHEET 12/08/00 A REVISED TANK 2 PIPING 11/14/00 L - REV. fl DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 180 2" NOZZLE AREA 0.8437 P/N 80-066-3125 EZALLIELalidling FX SPTOO MF MAT IAA A PPF . WY BE REYU48 5 NEN A 9RE 0050150 yarn 5 (r4NW R N RS' PIM, P05 SEE DETAIL 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 3" x 2" REDUCER 6' 6 1/2" PIPING ISOMETRIC TANK 1, 375LB. CONTAINER NOT TO SCALE DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM NETSTREAM TUKWILA WA APPROVED BY: BVH SCALE: AS NOTED INS M1w.n61 5 OR PRWOof K N6 0660 (16611 rowN. K 116 MtinID , Mom or a 6688003505 11MAIM JOB NO. 00-2133 SHEET: 6 OF 7 DRAWING NO.: 2133-060 _J TI / \\ / \\ / 1/2' WELDOLET t \ 1 I I /4' PIPE PLUG I\• I • • \ / \ \ • // \ '40 PIPING NETWORK• 3' PIPE 1/4' PIPE PLUG Ili. A PPE PPIW. MFT RE PPM Int M EE FP'3PTION 111E ONIY WE 111E p315 MAY 61 S'YGPO F MAN TNS 35911 11PPRATM 9EN'N WELDOLET \• • / FROM TM& PRESSURE OPERATED SWITCH INSTALLATION DETAIL 0 2 1/2' PIPE 2' PIPE OD 2' PIPE 2 1/2' x 2' REDUCERS 180' 2- NOZZLE AREA 1.3181 P/N 80-066-3906 6' 180' 2' NOZZLE_ AREA 1.8987 ILI P/N 80-066-4688 2' PIPE ?p• 3' x 2' REDUCERS 2 1/2' PIPE 6' Q 180' 2' NOZZLE AREA 1.3181 P/N 80-066-3906 2' PIPE ®180' 2' NOZZLE AREA 1.8987 P/N 80-066-4688 3' PIPE / 1 4' 3/4' ri PIPING ISOMETRIC TANK 3, 650LB. CONTAINER NOT TO SCALE 180 2' NOZZLE AREA 2.4378 P/N 80-066-5312 4' M0 180' 2' NOZZLE AREA 1.0212 P/N 80-066-3438 60• 2 1/2' PIPE 'PAH PPF PINE: Mill PWPOON THE bPT WE APR r. WY I MYOYEI) 6 MAN A _n 8:0 911118 F IVO 1.1 1 KC PINY POS SEE DETAIL 3' x 2 1/2' REDUCER 6' 6' 1 PIPING ISOMETRIC TANK 6, 650LB. CONTAINER NOT TO SCALE 3' PIPE P05 SEE DETAIL WW1 PPE PIMP *OMB FXESPOON 111 OW( NYE A PPT PWG MY 9F IEIEWEO 6 MAN A REMISE OPERAM) AWN F 6' PIPING ISOMETR C TANK 7, 650LB. CONTAINER NOT TO SCALE 6' 180 2' NOZZLE AREA 1.3616 P/N 80-066-3970 6' ® 180 2' NOZZLE AREA 1.3616 P/N 60-066-3970 4' 3/4' PIPING ISOMETRIC TANK 4, 650LB. CONTAINER NOT TO SCALE PIPING ISOMETRIC TANK 5, 650LB. CONTAINER NOT TO SCALE 8 REVISED TANK 3 PIPING PER McKINSTRY 12/08/00 A REVISED TANK 3 PIPING AND NOZZLES 11/14/00 L REV. 9 DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S.E. 30th. BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DJ 180' 2' NOZZLE AREA 1.7737 P/N 80-066-4531 DRANK BY: FTC 160 2 NOZZLE AREA 1.7737 P/N 80-066-4531 3' x 2' REDUCERS DATE: 08/11/00 PROJECT MGR RIM APPROVED 8Y: BVH NETSTREAM TUKWILA WA SCALE AS NOTED 6166M16 6 IH HOOK 1 T4 INIT 1610 mwx. N, IT 111.360PI 6161E AM 6 MO C P®®M MEM IOW 11•16 SKEET: 7 OF 7 161•161.6 16•1 TP[ 00 Ww11 MOW 16. JOB NO 00-2133 DRAWING NO.: 2133-07B J 12/a� TT3 ,�Zog Z4V4 I �64C.raY (au DIST r123.72Mr L rr N,T.MI:i.p ipl_11e. ILM11,741 .31/ ar+v2 44440se a v.4 ,4,V.W r+7au<a .,74:dap + a .. „ ,�..... ,.. ..ce Off $1'.;• 4+ • �kqY t . T•�v'�1{;i• ^c r f i. Y,?53 .. '� 7�. •{' Qa.���::i., • k...m�t/° 3111 • �.'h•G ° n'� .�"•ti' i:T? ±{� •c ��\�.HiU: { 3 'i X�C • ry DEMO / CONSTRUCTION PLAN �� 0 8' 16' 24' 1/8" = 1'- 0" 9 r r •,,� aSZfj 'v afx4Yza 1w LrNMI, .�i ti�•'�• .'ne1 r''t,ryfy'i;I'frn"f1 9' Tsm3.1. kIR8�,2JH3lR! "10,Wdt7BP�. &(' �,,,�,^I - sfiawril Wit'"nom"'t 4' � IAC ti. k 1 t 5(�{ •I'sA i�--� �• e i�C IIT 6 +�G�L?eSr1�S:� l'�� it a1 �1 s22LC •7 a1c Y' F� { 9A/w n � 1? 30 �.0 �j��= k •a ; "'gym :�r.�Fq • � s � �� x.. 1, "[G'`:'"r`. r MIr:iFtC,u iS,ri'(n�•F'1l.RII.. ° l' 'E3..x'0 i41t1'R ��' - r �{1f�S�"ik�i� �Y,�� •�r�+. 6t�.,i.���k���p•4�c'.'a `'«y t. 41+aPip' Il ' 4047 'Mi2"�II Ivo AREA famest n . rs.xitk�s APRIL IVONEMEMPRIIIIIII REFLECTED CEILING PLAN I i 0 8' 16' 24' 1/8" = 1'- 0" KEYED SHEET NOTES CEILING LEGEND -- LIGHTING LIGHTING SUMMARY REMOVE A PORTION OF EXISTING PARTITION. REMOVE EXISTING PARTITIONS AND ELECTRICAL EQUIPMENT. PATCH AND TOUCH-UP TO MATCH NEW FINISH. NEW DEMISING PARTITION. CONTRACTOR TO COORDINATE/VERIFY LOCATION W/ ADJACENT TENANT'S FUTURE EXPANSION. PROVIDE B/S FURRING AT BRACING. FINISH TO MATCH SUITE. COORDINATE WITH BUILDING MANAGEMENT. PROVIDE B/S FURRING AT COLUMN. FINISH TO MATCH SUiTE. COORDINATE WiTH BUILDING MANAGEMENT. PROVIDE NEW FURRING AT COLUMN TO MATCH EXISTING CONDITIONS. FINAL DOOR LOCATION TO BE COORDINATED WiTH TENANT AND BUILDING MANAGEMENT. TENANT'S NEW CEILING GRID TO BE EXTENDED FROM EXISTING ADJACENT TENANT. PROVIDE B/S CEILING TILES AND GRID.. PROVIDE NEW GWB WITH FINISH TO MATCH BUSTING CONDITIONS IN OTHER SUITES. SYMBOL DESCRIPTION/SPEC N N=NEW NEW B/S 2'X4' FLUORESCENT FIXTURE. N = NEW NEW B/S EXIT SIGN. COORDINATE FINAL LOCATION WiTH CODE OFFICIAL. CEILING LEGEND -- CONTROLS SYMBOL DESCRIPTION NEW SWITCH LOCATION. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call: 57a -'+4U7 and give this job No. 0$7-P-/7 V and exact address for shun.- down or r&stnrxitin CCErTE WitI\out Comments A5 Noted In Red Per The I`,t`,rir,k d± Letter These plans have Prevention standards. Acf omissions standard ;:;;o ..• adequacy l•i AddiUc is. this d.: t, resubml tn: u • ,,,r Th Tukwila Fire c:. tint city r L,c ld adopted ;. for the • ,.. :.W'i{F Is after .quire a s ubt ,,. `ent approval. 2003 ??? ENERGY CODE COMPLIANCE FORM LIGHTING SUMMARY LTG -SUM W 2003 Project info I'tajact Address: KOREAN AIR LINES 0 INTERGATE AltEST BLDG. C Data 4/21/05 For Belding Department use i 12201 TUKWiLA INTERNATIONAL BLVD. TUKWiLA, WA 98168 < Applicant Nance: BURGESS WEAVER DESIGN GROUP Applicant Address: 1326 FIFTH AVENUE, SUiTE 500 Applicant Phono: SEATTLE, WA 98101 Project Description a New Bolding ❑ Addition D Alteration Compliance Option LD SMI g I AoianCe 0?'b°'"" Mc (see tk+ditiaatka Checklist (war). kdkate Preecripifv'e & LDA apace: clearly on pbrm.) - ) 0 No changes are being made to the lighting i Mt, u 1 Exceptions (check appropriate box ©Lose than 80% of The fixturesare new and inntaled lighting rrattoge is not being kxxnoeed MAXIMUM ALLOWED LJGHTiNG WATTAGE (INTERIOR) (� no.) Occupancy Description Mowed Watts per s,F. Area in S.F. Mowed X Area B2 OFFICE 1.2 WATT 1257 SF 1508 0 From Table 15-1 (ove) +- document at exceptions taken from footnotes Told Allowed Watts 1508 PROPOSED LIGHTING WATTAGE (INTERIOR) (flay not mod Total Allowed Wath for interior) Location (floor/rakxn no.) Fixture Description Number of Mums Watts Fixture Watts Proposed OFFICE FLUORESCENT FIXTURE 13 98 WATT 1274 Total Proposed Watts may not exceed Total Allowed Waifs for totedor Total Proposed Watts . -- 1274 Final accept n;x; ;r:..,';:r;r:... l:) 'ii=:lr test and inspection by The Tukwila -ire'r �v;;, ,+., ri Bureau. Date: // .era+s s.v. r, rvlr ..1. .. en•A.SbY.lareV 'J:ll43.1.sety ]bN0.R SYMBOL LEGEND = = -=f F.E. EXISTING CONSTRUCTION TO REMOVE EXISTING CONSTRUCiION TO REMAIN NEW DEMISING PARTITION CONSTRUCTION. SEE F/A.9.1 NEW INSUTATED INTERIOR PARTITION CONSTRUCTION. SEE E/A.9.1 NEW FIRE EXTINGUISHER CABINET GENERAL NOTES 1. BUILDING'S FIRE SPRINKLER SYSTEM HAS NFPA-13 QUICK RESPONSE HEADS. 2. VERIFY ALL ELECTRICAL OUTLETS WiTH BUILDING MANAGEMENT AND TENANT. 3. VERIFY ALL FINISHES WiTH BUILDING MANAGEMENT AND TENANT, MANAGEMENT NOTES 1. THE DRAWINGS AND SPECIFICATIONS PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THESE DRAWINGS. 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 Wi}I THESE DRAWINGS OR THE TENANT IMPROVEMENT SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. • 2. DIMENSIONS A. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT. GUARANTEE OF ACCURACY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDFIIONS AND DIMENSIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH THE ITEM OF WORK AFFECTED. ARCHITECT TO VERIFY LAYOUT PRIOR TO CONSTRUCTION. B. LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH THE EXISTING STRUCTURE OR ON THE CENTERLINE OF A WINDOW MUWON AS SHOWN. 3. COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WM-I THE DRAWINGS AND SPECIFICATIONS. 4. FIRE PROTECTION IF NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATION OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERNING AUTHORITY. 5. GENERAL CONSTRUCTION A. THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO DRIWNG OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. B. THE 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 WIIH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE IBC IN THE LOCAL JURISDICTION. D. MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 6, MECHANICAL NOTES A. THE WAC SYSTEM SHALL COMPLY WiTH ALL APPUCABLE 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. THE CONTRACTOR SHAD, PROVIDE BALANCING AND REPORTS BY INDEPENDENT BALANCING CONTRACTOR. GENERAL NOTES 1. REFER TO CONSTRUCTION PLAN FOR EXTENT OF DEMOLi ION. 2. AREA INDICATED AS SHADED TO BE NOT IN CONTRACT TYP, UON, 3. REFER TO PROJECT NOTES FOR CONSTRUCTION REQUIREMENTS. 4. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDMONS PRiOR TO COMMENCEMENT OF WORK. 5. ALL INTERIOR . PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKEILU, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTi11ON RATINGS. 6. WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL/CORE GYPSUM BOARD, REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES, ALIGN FACE OF PARTITIONS, TAPE & SAND SMOOTH FOR NEW FINISH. 7. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTI11ONS. 8. DOORS AND. CASED OPENINGS WITHOUT DIMENSIONS OR DETAILS ARE TO BE LOCATED 4-1/2" FROM ADJACENT WALL OR MATCH EXISTING BUILDING STANDARD. 9.. ARCHITECTURAL REFLECTED CEILING PLAN INDICATE TYPE AND LOCATION OF LIGHT FIXTURES. REFER TO DESIGN BUILD ELECTRICAL DRAWINGS AND DESIGN BUILD LIFE SAFETY FOR COMPLETE REFLECTED CEILING PLAN DESIGN. 10. LIGHT SWITCHES ARE SHOWN FOR LOCATION AND DESIGN INTENT ONLY. REFER TO ELECTRICAL DESIGN BUILD FOR SPECIFIC LOCATION AND SWITCHING DIAGRAMS. 11. ELECTRICAL, HVAC, PLUMBING, FIRE SPRINKLER, FIRE ALARM AND SECURITY SHALL ALL BE DESIGNED AND PROVIDED BY DESIGN -BUILD CONTRACTOR. 12. ALL FINISH INFORMATION PROVIDED BY BUILDING MANAGEMENT. PAID A Tenant Improvement for: SABEY CORPORATION 12201 TUKWILA INTERNATIONAL BLVD. FOURTH FLOOR SEATTLE WA 98168-5121 Tenant: KOREAN AIR LINES CO., LTD. 16215 AIR CARGO ROAD SUITE 216 SEATAC, WA 98158 Burgess Design Inc. DBA: • DESIGN :GROUP.. •.1.326 Fifth'Avenue Suite 500::.• Seattle:: Washington 98101.: • 0: 6 ?0'.6:•:5.8,7.7:1:2 2. All reproduction & intellectual property rights reserved c 2005 Approved by: Dote: CONSTRUCTION WORK SHALL NOT PROCEED UNTIL THE BUILDING OWNER / REPRESENTATIVE AND BUILDING TENANT HAVE GIVEN THEIR APPROVAL TO THESE CONSTRUCTION DOCUMENTS. APPROVAL BY THESE PARTIES SHALL BE INTERPRETED AS APPROVAL OF DRAWINGS • FOR CONTENT, FINISH SELECTIONS, SCOPE OF WORK, AND ALL DIMENSIONS REGARDED BY EITHER PARTY AS BEING NECESSARY TO THEIR OPERATIONS, USE OF THE SPACE, FURNISHINGS, AND TENANT EQUIPMENT AND FURNITURE INSTALLATIONS. CONSTRUCTION AND/OR INITIATION OF CONSTRUCTION, AUTHORIZED BY THE BUILDING OWNER FROM THESE CONSTRUCTION DOCUMENTS, SHALL BE INTERPRETED BY THE DESIGNER AS APPROVAL IN FULL OF THESE CONSTRUCTION DOCUMENTS BY BOTH THE BUILDING OWNER / REPRESENTATIVE AND THE TENANT. Professional seal 8109 NR AVER STATE OF WASHINGTON No. Issue Description Date PERMIT SET 04/21/05 Drawn by: JHN Reviewed by: Project No: 05-9701-00 KK DEMOLITION / CONSTRUCTION PLAN / REFLECTED CEILING PLAN Original drawing is 24" x 38". Scale entities accordingly if reduced A.2A.1 AUG 3 0 2005 Tukwila Fire g 75� ITEM 1 2 3 4 56 7 8 910 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 BILL OF MATERIALS TY P/N 1 10-2200 1 10-2217-R-1 1 10-2204 1 10-2190-2 3 02-3710 3 02-3646 3 10-1639 4 20-110 11 67-1032 11 63-1021 22 63-1023 6 55-020 3 55-019 7 55-021 6 55-022 6 55-023 3 10-1832 1 70-086-268-1031-04 1 80-066-3125 1 70-090-790-1031-04 2 80-066-5312 1 70-083A-602-1031-04 1 80-066-5312 1 80-066-3438 70-156-0417-1031-06 80-048-4531 70-155-0236-1031-06 80-048-3580 70-156-0514-1031-06 80-050-5156 3 02-3645 3 02-3646 3 F5-MANL 3 F6 -ABORT 6 MR201/CR DH100ACDC 4 P2475 1 P2415 4 S2415 1 MDL DESCRIPTION CHEETAH, CONTROLLER CHEETAH, ENCLOSURE W/ XFMR CRM -4 SUPPLEMENTAL RELAY MODULE BATTERY PACK, 2 17AH BATTERIES MANUAL RELEASE STATION FM -200 DISCHARGE LABEL FOR PULL STATION ABORT STATION BELL SMOKE DETECTOR IONIZATION SMOKE DETECTOR PHOTOELECTRIC DETECTOR BASE FAST RESPONSE CONTACT MONITOR -MINI FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASE MODULE 375LB TANK WITH 268LBS FM -200 NOZZLE 2" 180 Deg 1000LB TANK WITH 790LBS FM -200 NOZZLE 2" 180 Deg 650LB TANK WITH 602LBS FM -200 NOZZLE 2" 180 Deg NOZZLE 2" 180 Deg 650LB TANK WITH 417LBS ECARO-25 NOZZLE 1-1/4" 180 Deg 375LB TANK WITH 236LBS ECARO-25 NOZZLE 1-1/4" 180 Deg 650LB TANK WITH 514LBS ECARO-25 NOZZLE 2" 180 Deg BACKBOX 1 GANG BOX 2 4" S 4" 4" SIGN FOR DISCHARGE STROBE SIGN, "CAUTION THIS ROOM...", INSTALL ON DOOR SIGN FOR MANUAL RELEASE STATION SIGN FOR ABORT STATION CONTROL RELAY, DPDT DUCT SMOKE DETECTOR HORN/STROBE HORN/STROBE STROBE MDL SYNCHRONIZATION MODULE I nenoidde uoq.eao.e.t ao• UMap •gays JOt sse.appe loexe pue .ow qof slyl eni.2 pue tOtrb-9L :Ileo eseeld 'lti '-TtNiWd3C1 JId f/'iIM}�(11 SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM, EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION & CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1, 2 & 3. DETECTION & CONTROL FOR EACH PHASE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM-200/PRE-ACTION CONTROL PANEL. REV "D" SCOPE OF WORK INSTALL ECARO-25 (HFC -125) CLEAN AGENT SUPPRESSION SYSTEM IN COLOCATE ROOM #2 UP TO WALL NEAR GRID LINE 5. ENSURE THAT PROPER CONNECTION OF PRE -ACTION DEVICES FOR ZONES 2 AND 3 ARE CONNECTED AND OPERATING PROPERLY. DETECTION & CONTROL FOR EACH ZONE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE CLEAN AGENT/PRE-ACTION CONTROL PANEL. FIELD VERIFY EXISTING HORN/STROBES CONNECTED TO THE CLEAN AGENT/PRE-ACTION CONTROL PANEL ARE SYNCHRONIZED WITH BFAP HORN/STROBES. CEILING (OPEN OR ATC) GANG BOX 0 1 1/2" DEEP SQ W/ RING SQ W/ RING 4" SQ 4" SO 4" SQ 4" SQ TANK 1-1 TANK 1-2 TANK 1-3 TANK 2-1 TANK 2-2 TANK 2-3 4" SO 1 1/2" DEEP 4" SQ 1 1/2" DEEP 4" SQ 1 1/2" DEEP 4" SQ 1 1/2" DEEP MFG FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE ALPHA OMEGA ALPHA OMEGA NOTIFIER SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR PRE-ACTION/CLEAN AGENT PANEL BATTERY CALCULATIONS QUANTITY DEVICE 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP STANDBY CURRENT DRAW (mA per device) 250.00 mA 0.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 mA AUX POWER SUBTOTAL (mA per device) 0.00 mA 10.12 mA 2.88 mA 1.62 mA 0.81 mA 4.32 mA 12.00 mA 9.00 mA TOTAL (mA needed) 250.00 mA 0.00 mA 40.75 mA TOTAL STANDBY CURRENT QUANTITY DEVICE 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 22 FRCM 9 SOM 6 SRM -ARM 3 SRM -SOLENOID 8 R2M 24 Photoelectric Detector 18 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 1 0 ACCEPT E Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conforrn :nce with currerctcity standards. Acceptance is subject to errors end omissions which do not authorize violations of adopted standards and ordinances. The responsibtli y for the adequacy of design rests totally wiili th :'designer. Additions, deletions or revisions to these drawings afar this -date will void th €,acceptance and will require a resubmittal of revised drawings for subsequent approval. ALARM CURRENT DRAW (mA per device) 250.00 mA 10.00 mA 0.46 mA 0.32 mA 0.27 mA 0.27 mA 0.54 mA 0.50 mA 0.50 rnA AUX POWER SUBTOTAL (mA per device) 0.53 mA 10.00 mA 1.20 mA 68.37 mA 10.12 mA 7.65 mA 61.62 mA 4.41 mA 4.32 mA 12.00 mA 9.00 mA 290.75 mA TOTAL (mA needed) 250.00 mA 10.00 mA 109.12 mA 8 MR -201 /C RELAY 30.00 mA 240.00 mA 210.00 mA 6 Bells 2 MDL Synch Module 4 Horn/Strobe 75cd 1 Horn/Strobe 15cd 8 Discharge Strobe TOTAL ALARM CURRENT 30.00 mA 16.00 mA 148.00 mA 78.00 mA 53.00 mA 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 mA BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: -P -O/C By: NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, 90" A/V OR VISUAL ONLY DEVICES 80" WARNING SIGN OUTSIDE DOOR DOOR NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION 48" 0 CTL PNL 72" (66" FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE TOTAL AMP/HOURS REQUIRED CLUDING+20% RESERVE tITEMS PROVIDED 17 AMP/HOUR GELL CELL (REMAINING CAPACITY) 180.00 mA 32.00 mA 592.00 mA 78.00 mA 424.00 mA 1915 mA 6.9780 A 0.1596 A 7.138 Amp/Hr 8.565 Amp/Hr 17 Amp/Hr 8.435 Amp/Hr GENERAL ELECTRICAL NOTES ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7. DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. ALL DEVIATION SHALL BE MARKED UP ON THE AS BUILT. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. TUKWILA FIRE DEPARTM612. lLL Please call: 575.4407, and give this job No. 0Co--F-1 13. and exact address for shuti down or restoration appro 4. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AIR SUPPLY GRILLES, OR DIFFUSERS). EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. ALL BACKBOXES, MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL BE IN CONDUIT. D CLEAN AGENT/PRE-ACTION ADDITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B UPDATED BILL OF MATL 12/08/00 A UPDATED BILL OF MATL 11/14/00 REV. # DESCRIP--TION... DATE. 0 ECARO 25 (HFC -125) CLEAN AGENT VOLUMETRIC CALCULATIONS - @ 8.0% DESIGN CONCENTRATION ROOM NAME ROOM NUMBER TANK NUMBER ZONE AREA SQ. FT. HGHT. FT. VOLUME CU. FT. FLOODING FACTOR ELEV. FACTOR AGENT REQUIRED ACTUAL AGENT NOTES CO -LOCATION ROOM #2 425 2-1 B 951.81 14.0 13325.31 .0274 1.0 366 LBS 417 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-2 B 539.31 14.0 7550.31 .0274 1.0 207 LBS 236 LBS ACTUAL AGENT IS AT 9.0% CONCENTRATION 2-3 B 1176.38 14.0 16469.31 .0274 1.0 452 LBS 514 LBS ACTUAL AGENT IS AT 8.9% CONCENTRATION AGENT TOTAL - - - 2667.50 - 37344.93 - - 1025 LBS 1167 LBS - REFERENCE NFPA 2001 CURRENT EDITION TABLE A.5.1.1(i) HFC -125 TOTAL FLOODING QUANTITY 0 0 0 CLEAN AGENT ZONE Al CLEAN AGENT ELEC. W.,'O4 FM7 f4 R',AY 1ICw... mom PE -AC 10\ ZO\E 2 CLEAN AGENT ZONE WORK DONE U\DER REV "D" NI+ REV D REFERENCES SYSTEM REVISIONS DONE AS JOB # 05.1840 DETECTOR SPACING The volume of the spaces served is 112,873 cu. ft. - there will be 3 a/c units (A/C 1 - 4, one redundant) of 27,000 cfm ea. supplying the space for a total of 81,000 cfm. 81,000/112,873=0.72 x 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING IS 187sgft PER DETECTOR AS REQUIRED BY THE TABLE BELOW. MIN/AIR CHANGE AIR CHANGES/HOUR SQ FT/DETECTOR 2 34 5 6 7 8 9 10 60 30 20 15 12 10 8.6 7.5 6.7 6 125 250 375 500 625 750 875 900 900 900 FPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AIR MOVEMENT AREAS) DIGITAL FOREST 12101 INTER\ ATIONAL BLVD, 4TH FLOOR TUKWILA, WA SEQUENCE OF OPERATION ALARM INITIATED BY ONE SMOKE SENSOR OPERATE HORN/STROBES VIA BFAP CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE ALARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN HVAC UNITS** TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIONAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. AREA OF CURRENT WORK ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: CLEAN AGENT DISCHARGE WILL BE PREVENTED UNTIL THE SWITCH IS RELEASED. OPERATION OF THE ABORT SWITCH HAS NO EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH IS ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE: HVAC UNITS THAT SERVE OTHER SPACES IN ADDITION TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE CLEAN AGENT CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. CLEAN AGENT & PRE -ACTION DETECTION & CONTROL PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY ROOM - EQUIPMENT ROOM #1 - COLOCATION ROOM #1 CLEAN AGENT ZONE Al J -CLEAN AGENT ZONE A2 PHASE 2: PRE -ACTION ZONE 2 -COLOCATION ROOM #2 CLEAN AGENT ZONE B PHASE 2: PRE -ACTION ZONE 3 - COLOCATION ROOM #3 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 SITE LOCATION MAP DRAWN BY: FTG DATE: 08/11/0 0 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA /2/0(77,31 -(6 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT 1S SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. STALE: AS NOTED JOB NO.: 00-2133 SHEET: 1 0 7, JUN 2 7 2006 DRAWING NO.: 2133-01 !wilo Fire ze 2081 (6) (8) EXISTING AS -BUILT NO WORK OFFICE OPEN OFFICE BATTERY ROOM CR2 [1020]R2M FSD-5 A1-1-15cd \ ELECT. EQUIP OFFICE VACANT AREA LOBBY ZONE A2 HA2-3-75cd ELR HSA2-1-15cd OFFICE BA2-2 ELEC. ROOM F403 '' TELE/DATA ELEC. ROOM F408 EQUIPMENT ROOM 1 SB-1-15cd SB-4-15cd BH/S-75cd BH/S-75cd O [202I0] CONF. ROOM BH/S— 75cd WAITING EXISTING — CONECTIONS NO WORK. FSD-1 B-2-15cd 2006 ] CR5 FSD-13 FSD-14 FSD-15 SB-3-15cd FSD-9 FSD-17 e CO -LOCATION ROOM # SPRINKLER -RISER PRE—ACTION SYSTEM #2 APS FRCM [2027] LPS FRCM[2028] SOL SRM2029] TS FRCM 2030] PRE—ACTION SYSTEM #3 APS FRCM 3025] 3026 ] 3027] 3025 ] HSA2-4-75cd CO -LOCATION ROOM #1 FSD-10 FSD 19 LEG E\ D PAC P STU T A CRX ,FRCM SRM PRE—ACTION & FM -200 CONTROL PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR SOLENOID RELEASING MODULE SOM R2M ARM POS 0 SOL APS ,LPS TS SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH [ XXX ] DEVICE ADDRESS TRUE CEILING HEAD BH/S DAMPER BFAP HORN/STROBE FLAG N OTES FLO0PLA\ SCALE: 1/8" = 1'0" IF THIS DRAWING IS 1 1 " x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1' 2' 4' 6' 8' 10' N INSTALL DUCT SMOKE DETECTORS FOR ROOF TOP AC UNITS (1-4) THE INSTALLER IS RESPONSIBLE FOR IDENTIFYING THE RISERS AND PROGRAMMING THE MODULES ACCORDINGLY. 4" or 4" 11/16" BOX FLEX CONDUIT \INSTALL ON TANK ASSEMBLY EXISTING DEVICE ON BFAP NAC CIRCUIT. NEW DEVICE TO BE INSTALLED ON BFAP NAC CIRCUIT. TO CONTROL PANEL (OR MODULE) AGENT RELEASE MODULE CLEAN AGENT ZONE Al GAS CARTRIDGE ACTUATOR 1" CHASE NIPPLE 1" RIGID COUPLING 1" x 1/2" BUSHING 1" LOCKNUT 1/2" LOCKNUT BY FCE PRE -ACTIO ZONE 1 I CLEAN AG ZONE A ACCESS BFAP NAC CIRCUIT HERE. PRE -AC ZONE 2.7K EOL REV D REFERENCES SYSTEM REVISIONS DONE AS JOB # 05-1840 4" SQUARE BOX BASE CEILING DETECTOR MOUNTING DETAIL NOT TO SCALE ENSURE THAT EXISTING DEVICES ARE CONNECTED TO THE PROPER PRE -ACTION HARWARE. NO WORK TO PRE -ACTION SYSTEM #1 DEVICES. O RED 0 YEL EL O GRN BLUE ZONE 8 HELD VERIFY SYNCHRONIZATION TO BFAP NOTIFICATION APPLIANCES. MUST BE CLOSED BY EITHER ZONE A2 OR B. AGENT RELEASE MODULE/ACTUATOR DETAIL NOT TO SCALE EXISTING NO WOR< WORK DONE UNDER REV "D" DRAWN BY: FTC CLEAN AGENT/PRE-ACTION ADDITION PHASE 2 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 B NO CHANGES THIS SHEET A NO CHANGES THIS SHEET 05/30/06 05/20/05 12/08/00 11/14/00 REV.# DESCRIPTION DATE DIGITAL JOREST 12101 INTER\ ATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH SCALE: AS NOTED DIGITAL FOREST TUKWILA WA SHEET: 2 OF 7 DRAWING NO.: 2133-02 - 3C 120VAC FROM PANEL 4B-17 BY SITE ELECTRICIAN CHEETAH PRE -ACTION & FM -200 CONTROL PANEL COMMON ALARM TROUBLE PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY - DUCT DETECTOR SUPERVISORY. SA2-2-15cd 2B SA2-1-15cd 2B - A SLC LOOP 1 .F2B AUX 24VDC CKT#3 -TO BUILDING FIRE ALARM PANEL. BY SITE ELECTRICIAN /SOM\ [ 1001 ] M A (7-2BI I 2B CLOSE DAMPERS FM -200 ZONE A2 FSD-6 FSD-5 FSD-4 PNL. C2P4-31 120VAC BY SITE ELECTRICIAN SHUT DOWN EXH FAN EF -1 FRCM FRCM 002 ] [1003] L___ ___J L___ ___J [1004] /R2M\ [ 1005 ] [ 1017] I 'P [1018] [1019] CLOSE SPLY DAMPER 120VAC BY SITE ELECTRICIAN SD -7 CR2 2B R2M [ 1020 ] EM -200 EPO TANK 1 ARM CR5 c - 2B T- 2B /SRM /R2M [1021] [1022] [1011] CLOSE DAMPER FM -200 ZONE Al & A2 120VAC BY SITE ELECTRICIAN [1023] 2B /R2M\ [1024 [1024] SOM [ 1025 ] [1026] CO BA1 c -2B /SOM\ [1027 ] M d---2 B FRCM FRCM [ 1028 ] J L02M 1SA2-2-15cd ",---- 2B 1SA2_1—l5cd c;,-- 2B /ISOM\ [1030] FM -200 FM -200 TANK 2 TANK 3 ARM ARM 2B /SRM 01 [ 1031 ] [1032] [ 1034 ] [ 1035 ] [ 1036 ] [ 1037 ] [ 1038 ] [ 1039 ] [ 1040 ] EPO CR6 o-- 2B R2M ©P [1012] [1041] SLC LOOP 2 t— A CAUX —I —P [ 1042 ] [1043] [ 1044 ] [ 1045 ] [ 1046 ] [ 1047 ] [1048] CLOSE DAMPERS FM -200 ZONE Al COLOCATE #1 & #2 L4B-17 120VAC BY SITE ELECTRICIAN SD -9 5D-10 CR41 2B /R2M\ [1049] OBA2-3 • 2B jQBA2-2 8 2B BA2-1 M (7-2B 0-2BI /SOMA [ 1050 ] 2B FRCM FRCM 0. 2B 01 FRCM ( [1051] I 1 [1052] ( [1053] [1006] �- 2B 0-- 2B FRCM [1007] /SRM [ 1008 ] PRE- ACTION SYSTEM #1 ZONE #1 PIPING EXISTING NO WORK <- 2B� F2B FRCM [2028] ALARM APS LOW AIR c- 28 FRCM [2029] 2 LPS SOLENOID /SRM [2030] TAMPER -ITS 0- 2B FRCM [2031] PRE- ACTION SYSTEM #2 ZONE #2 PIPING 0 8B-2 2B BB -1 2B /SOM[\ f 200 ] 01 OD c -2B FRCM [ 2003] [2004 ] CLOSE DAMPERS ECARO-25 ZONE B COLOCATE #2 FSD-17 FSD-16 FSD-15 FSD-14 0 0 0 0 120VAC BY SITE ELECTRICIAN -P [2005] CR5 D-11 FSD-12 FSD-13 0- 2B �R2M [2006 ] [2008 ] ECARO-25 TANK 2-1 —P [2009] ARM o-- 2B /SRM [2001] [2010] [2011] [2012] ECARO-25 TANK 2-2 —P [2013] AR M �— 2B /SRM\ [2023] 01 OP 01 REV "D" [2014] [2015] [2016] CLOSE DAMPERS FM -200 ZONE Al COLOCATE #2 & #3 12OVAC y BY SITE CR6 ELECTRICIAN -P [2017] SD -18 FSD-19 c7- 28 �R2M [2018] —P [2019] 01 OD c 2B FRCM [2020] [2021] -P [2022] FRCM FRCM L___[2024] 1 1 [2025] I [2026] 2B SB-4-15cd SB-4-15cd SB-2-15cd 2B SB-1-15cd 2B MDL I iSOM\ 2027] 2B 0-26 FRCM 1 [2032 ] A FRCM 2B 1 [2033 ] ECARO-25 TANK 2-3 ARM 2B 9SRM A SLC LOOP 3 F2B ALARM APS' LOW AIR LPS SOLENOID SOLI TAMPER TS 2B 2B b . -• 28 b 2B [3025] [3026] PRE- ACTION SYSTEM #3 ZONE #3 PIPING PRE -ACTION SYSTEM PIPING [3027] [ 3028 ] BH/S-75cd BH/S-75cd BH/S-75cd BH/S-75cd ELR OR CONTINUE TO NEXT EXISTING DEVICE NOTE: NOT ALL DEVICES ON BFAP ARE SHOWN. THIS RISER IS TO ILLUSTRATE CONNECTION OF NEW DEVICES ON THE NAC CIRCUIT. D C B A CLEAN AGENT/PRE-ACTION ADDTITION PHASE 2 AS -BUILT PHASE 1 UNDER JOB # 02-1680 NO CHANGES THIS SHEET NO CHANGES THIS SHEET 2B P 01 [3005] [3020] [3021] REV D REFERENCES SYSTEM REVISIONS DONE AS JOB # 05-1840 05/30/06 05/20/05 12/08/00 11/14/00 REV. # DESCRIPTION DATE [2034] REV "D" REV "D" FLAGNOTES INSTALL DUCT SMOKE DETECTORS FOR ROOF TOP AC UNITS (1-4) THE INSTALLER IS RESPONSIBLE FOR IDENTIFYING THE RISERS AND PROGRAMMING THE MODULES ACCORDINGLY. EXISTING DEVICE ON BFAP NAC CIRCUIT. NEW DEVICE TO BE INSTALLED ON BFAP NAC CIRCUIT. ACCESS BFAP NAC CIRCUIT HERE. ENSURE THAT EXISTING DEVICES ARE CONNECTED TO THE PROPER PRE -ACTION HARWARE. DIGITAL FORST 12101 INTERVATIONAL BLVD, 4TH FLOOR TUKWILA, WA NO WORK TO PRE -ACTION SYSTEM #1 DEVICES. INSTALL FRCM MODULES INSIDE MANUAL RELEASE STATION & ABORT STATION ENCLOSURES. DO NOT USE KNOCKOUTS AT THE BOTTOM OF THE PANEL. THIS SPACE IS RESERVED FOR BATTERIES. FIELD VERIFY SYNCHRONIZATION TO BFAP NOTIFICATION APPLIANCES. ALL OF THIS SHOULD BE IN PLACE. MAKE APPROPRIATE NOTES AS NECESSARY FOR AS -BUILT DRAWINGS. CLEAN AGENT & PRE -ACTION DETECTION & CONTROL EMI REV "D" LEGEND PACP SOM STU OX OD MI A B CRX FRCM MDL WIRE LEGEND A = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS, ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER LIMITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NOTE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. PRE -ACTION & FM -200 CONTROL PANEL SUPERVISED OUTPUT MODULE SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR SYNCHRONIZATION MODULE 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 SRM R2M ARM POS 0 SOL APS LPS TS DRAWN BY: FTG SOLENOID RELEASING MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 3 OF 7 DRAWING NO.: 2133-03 ALARM • TROUBLE - TO BUILDING FIRE ALARM BY SITE ELECTRICIAN PANEL CONTACTS (NOT CRM4 CONTACTS) P2 SUPRV. 05 (6� 7 T� T ALARM I TROUBLE N.O. HELD CLOSED el P1 -IO 24V 0 24V 0 BAT ()BAT F1 PANEL MOUNTED CRM4(s) REFER TO WIRING DIAGRAM THIS SHEET. 7.5A FUSE 15A FUSE F2 TP1 TP2 TP3 o GND 24V BATT 101 TP❑4 LOOP VOLTAGE (BLACK) O n I�AC� Protection Systems 0 PRE -ALARM WARNING O FIRE ALARM 0 SUPERVISORY 0 TROUBLE RESET ABCD 1 MNOP 4 Yz 7 ALARM SILENCE EFGH 2 QRST 5 SPECIALI 8 O AC POWER O ALARM SILENCE O SUPERVISORY SILENCE 0 TROUBLE SILENCE ACK IJKL 3 Uvwx 6 SPECIAL2 9 SPECIAL3 0 DRILL F1 F2 F3 ESCAPE STEP (HELP) F4 F5 F6 ENTER F3 F5 F4 2A FUSE 2A FUSE 2A FUSE SUPPLEMENTARY LOOP MODULE SLM 10-2203 _0 za 0 O O U OJ z -0 o -0 0 oo +0 + +0 ++0 gAT1 10 w J z z AUDIBLE CIRCUITS SW1 I I I -J N 0 AUXILIARY POWER P4 4850 4850+ RES O RES®+ AUX 0 AUX® AUX 0\ AUX X P5 P6 0 +0 + +o -0 _0 +0 + +0 P7 P8 _0 TO COLOCATE #3 ADDRESSABLE DEVICES TO COLOCATE #2 POWERED DEVICES TO COLOCATE #3 POWERED DEVICES 1 +0 + +0 _ _0 0 +0 + +0 P9 RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY U co W 1_- 2 (GREEN) GROUND TO CABINET STAND-OFF (YELLOW) 12V/17 AH BATTERY 12V/17 AH BATTERY SUPERVISED BATTERIES (2) 24VDC @ 12V-17 AH MAX. CHARGE CURRENT 3A MAX. DISCH. CURRENT 15A CONTACT RATINGS: 2A @ 30VDC 0.5A @ 110VAC SUPERVISED POWER INPUT PNL ___, CIRCUIT ___ 120VAC © 2A 50/60 HZ ® 1 2 ?.14$ 7 8 C NC NO C NC NO C NC NO RELAY 1 RELAY 2 RELAY 3 C NC NO RELAY 4 NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 0000000000 PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY CM4 WIRING DIAGRAM NOT TO SCALE — TO BUILDING FIRE ALARM BY SITE ELECTRICIAN TO COLOCATE #2 ADDRESSABLE DEVICES ANALOG PHOTOTELECTRIC SENSOR (P/N 63-1021) WITH 6" BASE OR ANALOG IONIZATION SENSOR (P/N 67-1032) WITH 6" BASE (TYPICAL) 6 54) 1 2 SS (1) U z 0 • U w O (w J wo � r Z Z 15 15¢ m 0 0 0 O Z Z FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) NOTE: WIRING IS TYPICAL FOR ALL DEVICES, ACTUAL SEQUENCE OF DEVICES IS SHOWN ON THE RISER DIAGRAM. CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE 120VAC (BY SITE ELECTRICIAN) REV D REFERENCES SYSTEM REVISIONS DONE AS JOB # 05.1840 SLC LOOP TO NEXT DEVICE 1 1, ®0000 Z Z ? Q m V) U 0 0 Z Z N U V) FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) +24VDC Z Z j j Q M 0 V 0 O Z V) U FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) 90 100 24V 120 J VAC 220/240 VAC DUCT DETECTOR A0 B0 co 17 N.O. N.O. SUPERVISORY TROUBLE 3 14 4 CONTACT CLOSES IN ALARM N.C. J w CO m w-3 • m: O U, CC 0Z 2wc 0 (f)oIO o r� Z ZF- > > O O 0 0 N N > > N SUPERVISED OUTPUT MODULE (P/N 55-021) O 0 Z 0 O 0 0000 z 0000 TO A/C UNIT STOP CIRCUIT BY SITE ELECTRICIAN DH100ACDC DUCT SMOKE DETECTOR SYNC MODULE (MDL) �(+HORN CTL l0(-) 4oNE1 0(+ZONE 2 0(-) 0(+) LAVE IN 0(-) Z1 (-) Z 2 (+)0 (-)0 TRBL (+)0 (-)0 SLV (+)0 (-)0 10K EOL WHERE SYNCHRONZATION IS NOT REQUIRED USE DETAIL SHOWN AT LEFT. 000000 D h 0 > - O 0 0 0 N > > N N SUPERVISED OUTPUT MODULE (P/N 55-021) O - D Z 0 z W 0 0 N 0000 SHUTDOWN 120VAC HOT 2.2K - WHEN ONLY ONE TANK IS CONNECTED INSTALL THE END OF LINE RESISTOR HERE. AGENT RELEASE MODULE 2.7K 0 +O EOL OO RED 0 BLUE BLUE O YEL O 0YEL 0 GRN O GRN O O 0 O N m 0 0 0 0 0 0 0 0 AUX+ OUT AUX- OUT + co 0 m 0 U) -J 0 10 J 0 SOLENOID RELEASING MODULE 55-022 SRM m 1- 0 In 4- 0 z U V1 z Ln 0 0 0 0 EXH FAN 120VAC SWITCH LEG DAMPERS 120VAC SWITCH LEG 120VAC HOT AUX 24VDC TO ?(+) NEXT DEVICE (-) REQUIRING POWER 0 0 0 0 0 0 NC C NO NC C NO ;o' MR -201 /C 24 120 240 0 0 0 CTL RELAY CR -X N m 4- 0 :5 0101010 N 0 0 0 0 0 0 Z U Z Z 0 Z m 55-023 R2M v 0101c� 0 TO TANK AGENT RELEASE MODULE 2.7K +O EOL e RED 0 BLUE O YEL 0 GRN O O O TO PRE -ACTION SOLENOID 0 0 0 0 0 0 0 0 z + X z x AUX+ OUT n 0 0 O I N D I m 0 J O SOLENOID RELEASING MODULE 55-022 SRM 4- 0 I- O Z 0 Z U U 0000 0 0 0 0 TO TANK D CLEAN AGENT/PRE-ACITON ADDITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A NO CHANGES THIS SHEET 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE—ACTION DETECTION (Sc CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED .MTHOUT MITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 4 OF 7 DRAWING NO.: 2133-04 1.5 EXISTING AS—BUILT NO WORK. • 6 1 IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' 15'8" 5'10" EQUIPMENT ROOM 1 20 r NUT LOCATED WITHIN UNISTRUT. BOTH TANKS 2-1 AND 2-3 ARE 24" IN DIAMETER. TANK STRAP BATTERY ROOM 421 ELEC. ROOM F407 F403 \ CO -LOCATION ROOM #1 423 MIEN SHEETROCK FLUSH WITH UNISTRUT (7" FROM FACE OF COLUMN) — UNISTRUT IMBEDDED IN SHEETROCK. OUTER FACE FLUSH WITH SHEETROCK AT A NOMINAL 38" LENGTH — 3/8" ALL THREAD ROD WITH 1" PIPE SLEEVE WITH LENGTH OF 6-3/8" TO PREVENT OUTER UNISTRUT FROM CRUSHING SHEETROCK CLEAN AGENT TAN K UNISTRUT ATTACHED TO COLUMN. 2 /COLUMN, 1 z TAN WALL NUTS TO FASTEN UNISTRUT TO COLUMN < COLUMN MOUNT DETAIL TANKS 2-1 AN D 2-3 SCALE: NTS REV D REFERENCES SYSTEM REVISIONS DONE AS JOB # 05.1840 TANK 2-2 IS 20" IN DIAMETER LOBBY F402 TELE/DATA F409 L TANK STRAP—.. NUTS TO FASTEN UNISTRUT TO COLUMN WALL CORRIDOR 400 m L WOMEN; li F406 �\ 1 1 tiC)) re. `1 ID I MEN F405 1� W NITOR7 F410 --Q VACANT AREA 450 OPEN OFFICE 441 r f- CO—LOCATION ROOM #2 425 CLEAN AGENT TANK /COLUMN /, i PIPING PLAN SCALE: 1/8" = 1'0" NUT LOCATED WITHIN UNISTRUT. SHEETROCK FLUSH WITH UNISTRUT NOMINAL 26" LENGTH (7" FROM FACE OF COLUMN) UNISTRUT IMBEDDED IN SHEETROCK. OUTER FACE FLUSH WITH SHEETROCK. 3/8" ALL THREAD ROD WITH 1" PIPE SLEEVE WITH I ENGTH OF 6-3/8" TO PREVENT OUTER UNISTRUT FROM CRUSHING SHEETROCK UNISTRUT ATTACHED TO COLUMN. TANK COLUMN MOUNT DETAIL TAN < 2-2 SCALE: NTS MOUE\ ELEC. ROOM F408 EL T. EQUIP. 9 LOS \44 �l I c PiAAX. 43 'S IA Y F404 ) CO -LOCATION ROOM #3 427 I 1 KIT. BREAK RM. -'i 430 WAITIN 431 41 OFFICE 437 OFFICE 436 OFFICE 435 EA) CONF.ROM 0 433 TING B.O.M. 2 10' X 1-5/8" UNISTRUT 2 6' X 3/8" ALL THREAD ROD 18 3/8" WASHERS 18 3/8" NUTS 42" 1" PIPE N-> NO WOR EXISTINI D CLEAN AGENT/PRE—ACTION ADDITION PHASE 2 05/30/06 C AS—BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A RELOCATED TANK 2 & 3 REVISED PIPING 11/14/00 REV. # DESCRIPTION DATE DIGITAL FORST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 5 OF 7 DRAWING NO.: 2133-05 CAUTION: MAKE SURE THAT NUTS Sc ALL THREAD ROD DO NOT INTERFERE WITH THE TANK OR TANK STRAP CONNECTION POINTS TANK COLUMN MOUNT DETAIL TAN < 2-2 SCALE: NTS MOUE\ ELEC. ROOM F408 EL T. EQUIP. 9 LOS \44 �l I c PiAAX. 43 'S IA Y F404 ) CO -LOCATION ROOM #3 427 I 1 KIT. BREAK RM. -'i 430 WAITIN 431 41 OFFICE 437 OFFICE 436 OFFICE 435 EA) CONF.ROM 0 433 TING B.O.M. 2 10' X 1-5/8" UNISTRUT 2 6' X 3/8" ALL THREAD ROD 18 3/8" WASHERS 18 3/8" NUTS 42" 1" PIPE N-> NO WOR EXISTINI D CLEAN AGENT/PRE—ACTION ADDITION PHASE 2 05/30/06 C AS—BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A RELOCATED TANK 2 & 3 REVISED PIPING 11/14/00 REV. # DESCRIPTION DATE DIGITAL FORST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 5 OF 7 DRAWING NO.: 2133-05 FLOOR STRUCTURAL WALL N FO 70-090, 1000 3" SCH. 40 PIPING, SEE NOTES. 3" VICTAULIC COUPLING SCH 40 P1000 CHANNEL UNISTRUT MOUNTING STRAP (70-1384) OUNTING DETAIL L3. CONTAINER NOT TO SCALE 2 -WAY SWAY BRACING SIESIVIC BRACI\G 72" MIN 52" AFF NOT TO SCALE 36" LENGTH MINIMUM NOTES FOR CLEAN AGENT SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER, NOT CUT LENGTH. 2. NODE POINTS REFER TO FM -200 FLOW CALCULATION PROGRAM. 3. DIMENSIONS NOT FOR FABRICATION. 4. PIPE GRADES & TYPES SHALL BE IN ACCORDANCE WITH NFPA 2001 TABLE A -2-2.1(a) (for threaded connections) OR TABLE A -2-2.1(b) (for rolled groove or welded connections) AND TABLE A -2-2.1(c) FOR ALL TYPES OF CONNECTIONS. 5. PIPE SIZES 3 IN. TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 6. COUPLINGS FOR SIZES 3 IN. AND 2 1/2 IN. SHALL BE VICTAULIC® STYLE 77 OR GRUV-LOCK® STYLE 7001. NO ALTERNATES ACCEPTABLE. 7. FITTINGS TO BE GROOVED TYPE LISTED AND OF THE SAME MANUFACTURER AS THE COUPLINGS. ALL FITTINGS SHALL BE CLASS 300 MALLEABLE OR DUCTILE IRON. 8. GROOVED FITTINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL. 9. GASKET MATERIAL FOR ALL GROOVED FITTINGS SHALL BE EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS. 10.2 REMOVE ALL EXCESS LUBRICANTS. PS 651 CHANNEL BRACKET FOR CEILING PIPE SUPPORT 2 42 1/2" LENGTH MINIMUM 5 3/8" 0 0 o 3---1/2" CLEAN AGENT 1000LB CYLINDER LU 2 3 141 PIERCED CHANNEL UNI #P20 OOT PS #P200S 1 5/8 X 1 5/8 X 14GA CLOSURE STRIPS UNI #1 184 PS #707 (GALV) 1 5/8" WIDTH SERIES (IF USED) FLAT PLATE FITTINGS UNI #P1380A PS #PS750 FOUR HOLE CORNER CONNECTOR ANGULAR FITTINGS - 2 & 4 HOLE UNI #P1546 (2 HOLE) PS #PS781 -45 (4 HOLE) 45 DEGREE 90 DEG ANGULAR FITTINGS 05 UNI #P1325 PS #PS607 © CYLINDER STRAP PROVIDED BY FIKE NOTES 1. HEX HEAD CAP SCREWS (32 MIN) UNI #HHCS037125EG PS #6024 3/8" X 1 1/4" 2. CLAMPING NUT WITH SPRING (32 MIN) UNI #P1008T 3/8" PS #PS TG 3/8" 3. BOLT FRAME TO SLAB (4 PLACES MIN) 4. BOLT FRAME TO WALL 4 PLACES MIN) SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE 52" MIN 1 10. 12. 13. 14. 15. FITTINGS 2 IN. AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE. (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED MALLEABLE STEEL. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL OIL, CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NFPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3. FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 40PSI FOR 10 MINUTES. 0 PIPING NETWORK 36" LENGTH MINIMUM NOTE: A PIPE PLUG MUST BE INSTALLED WITHOUT EXCEPTION. THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THE PRESSURE OPERATED SWITCH IS CONNECTED. FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 42 1/2" LENGTH MINIMUM 5 3/8" �S CLEAN AGENT 650LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE 6" 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 7 OR POS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 8 3" x 2" REDUCER 30" LENGTH MINIMUM 6 6" 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 36" LENGTH MINIMUM 3'8" -5'10" 3 EXISTING PIPING ISOMETRIC TANK 1-2, 1000L3. CONTAINER CLEAN AGENT 375LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE NOT TO SCALE 180' 2" NOZZLE AREA 0.8437 P/N 80-066-3125 INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE. OPERATED SWITCH IS INSTALLED IN ITS' PLACE POS SEE DETAIL 6' 3" x 2" REDUCER A 3' 6 1/2" EXISTING PIPING ISOMETRIC TANK 1-1, 375LB. CONTAINER NOT TO SCALE D CLEAN AGENT/PRE-ACTION ADDITION 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B NO CHANGES THIS SHEET 12/08/00 A REVISED TANK 2 PIPING 11/14/00 REV. # DESCRIPTION DATE DIGITAL FOREST 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-2133 SHEET: 6 OF 7 DRAWING NO.: 2133-06 0 PIPING NETWORK 3" PIPE NOTE: A PIPE PLUG MUST BE INSTALLED WITHOUT EXCEPTION. THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THE PRESSURE OPERATED SWITCH IS CONNECTED. FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 6" 180' 1-1/4" NOZZLE DRILL DIAMETER 0.4531" P/N 80-048-4531 131 1-1/4" PIPE 1-1/4" PIPE 78 1-1/4" PIPE 4 1-1/4" PIPE 6" 180' 1-1/4" NOZZLE DRILL DIAMETER 6" 0.3580" P/N 80-048-3580 180' 1-1/4" NOZZLE DRILL DIAMETER 0.3580" P/N 80-048-3580 4 3" x 2" REDUCERS 180' 1-1/4" NOZZLE DRILL DIAMETER 0.4531" P/N 80-048-4531 5'6" 4' 3/4" EXISTING PIPING ISOMETRIC TANK 1-3, 650L3. CONTAI\ER NOT TO SCALE 180° 2" NOZZLE AREA 2.4378 P/N 80-066-5312 6 7 3" x 2" REDUCERS 181 9 91 180' 2" NOZZLE AREA 1.0212 P/N 80-066-3438 2" PIPE INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE POS SEE DETAIL 3" x 2" REDUCER 121 9'8" FILL WT: 417LBS ECARO-25 (HFC -125) 4' 3/4" 1-1/4" PIPE INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE POS SEE DETAIL REV "D" PIPING ISOMETRIC TANK 2-1, 650LB. CONTAINER NOT TO SCALE TAN 3" x 1 1 /4" REDUCER 3 9'8" 2 FILL WT: 236LBS ECARO-25 (HFC -125) 4' 3/4" EV "D" PIPING ISOMETRIC < 2-2, 375LB. CONTAINER NOT TO SCALE 2" PIPE 2" PIPE INSTALL PIPE PI UG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE POS SEE DETAIL 3" x 2" REDUCER 2 9' 8" FILL WT: 514LBS ECARO-25 (HFC -125) ' 3/4" REV "D" PIPING ISOMETRIC TA\< 2-3, 650LB. CONTAINER NOT TO SCALE — 2" PIPE 2" PIPE 2" PIPE 180° 2" NOZZLE DRILL DIAMETER 0.5156" P/N 80-050-5312 180' 2" NOZZLE DRILL DIAMETER 0.5156" P/N 80-050-5312 D CLEAN AGENT/PRE-ACTION ADDITION PHASE 2 05/30/06 C AS -BUILT PHASE 1 UNDER JOB # 02-1680 05/20/05 B REVISED TANK 3 PIPING PER McKINSTRY 12/08/00 A REVISED TANK 3 PIPING AND NOZZLES 11/14/00 REV. # DESCRIPTION DATE DIGITAL FO EST 12101 INTERNATIO\AL BLVD, 4TH FLOOR TUKWILA, WA CLEAN AGENT & PRE -ACTION DETECTION & CONTROL 7661 159TH PLACE NE, REDMOND, WA 98052 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH DIGITAL FOREST TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT 1S SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM ARE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 - 2133 SHEET: 7 OF 7 DRAWING NO.: 2133-07 NOTICE A completed,. signed, Tukwila Fire Department Pre-test Certificate_ must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failureof test will result in a Re -inspection Fee and termination of the testing. STORAGE 315 BREAK AREA 314 OFFICE 313 Without Comments ] As Noted In Red 0 Per The Attached Letter These plans have been reviewed by T ukwila Fire BELOW AHU-1 DD MCC 312 Prevention Bureau for conformance w1 urrent city standards. Acceptance is !Ul ject to errors and omissions which do not ,authorize violations of adopted stanoaras and orclinances. 1" he responsibility for the adequacy of design r:ssis totally with the designer. Additions, deletions or revisions to these drawings atter this date will voidacceptance and will require a resubmittal of revised drawings for subsequent approval. BELOW DECK STAIRS 307 U 0 ELECTRICAL ROOM 305 BATTERY & RECTIFIER AREA 311 FISSD THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. rema3 Ot a r X WOMEN 304 7 LOBBY 300 HALLWAY 308 JANITOR 301 TRANSMISSION AREA 310 CAC -5 AI CAC -4 AI CAC -3 AI CAC -2 AI CAC -1 At MECHANICAL SHAFT LELEC. ROOM 303 T T PREACTION SYSTEM #1 PREACTION SYSTEM #2 CO — LOCATE AREA 309 DECK BELOW DECK Final acceptance is subject to field test and Inspection by The Tukwila Fire, Prevention Bureau. Date: / 107 By: A -1/k\ ( r AMISOOMICOMMIEMINOre TtJKWILA FIRE DEPARTM't Please calla 575.4497 and give this job Na d7 -F -lo`-( and exact address for slut, down or restoration approval. 3RD FLOOR — FIRE SYSTEM EQUIPMENT LAYOUT SCALE: 1/8"=1'-0" ZONE SCHEDULE SYMBOLS LEGEND PREACTION ZONE 1 — OFFICE, MCC, BREAK AREA, STORAGE, ELECTRICAL ROOMS, BATTERY & RECTIFIER AREA, TRANSMISSION AREA AND CORRIDOR PREACTION SPRINKLER SYSTEM FCP FENWAL CONTROL PANEL GAP GRAPHIC ANNUNCIATOR PANEL DESCRIPTION 2 HORN/STROBE ALARM PREACTION ZONE 2 — COLOCATION ROOM PREACTION SPRINKLER SYSTEM Al ADDRESSABLE INPUT MODULE 'l ADDRESSABLE RELAY OUTPUT MODULE 74-200000-001 1 DCC DISPLAY CONTROL CARD (HSSD) 2 M-ISSD HIGH SENSITIVITY SMOKE DETECTOR (HSSD) HSSD SYSTEM TUBING SYSTEM DESCRIPTION O HSSD SYSTEM AIR SAMPLE PORT ap HSSD SYSTEM ALARM BELL THE FIRE PROTECTION SYSTEM AT THE ICG COMMUNICATIONS FACILITY INCLUDES A FENWAL FN -2000 CONTROL PANEL, PHOTOELECTRIC SMOKE DETECTORS, TWO PREACTION SPRINKLER SYSTEMS, A HIGH SENSITIVITY SMOKE DETECTOR, WHICH INTERFACE WITH THE HVAC SYSTEMS, BUILDING FIRE ALARM CONTROL PANEL, GRAPHIC ANNUNCIATOR AND SRC CONNECTION. THE CONTROL SYSTEM IS LOCATED IN THE 3RD FLOOR TRANSMISSION AREA AND CONTROLS ALL SYSTEM FUNCTIONS. PLEASE SEE SHEET 3 FOR THE SEQUENCE OF OPERATIONS, FOR DETAILS ON THE OPERATION. THE CONTROL SYSTEM IS POWERED BY 110 VAC AND ALSO UTILIZES A 17AH BATTERY PACK FOR EMERGENCY POWER IN THE EVENT OF LINE POWER INTERRUPTION. THE CONTROL PANEL IS LINKED TO THE BUILDING FIRE ALARM CONTROL PANEL AND REPORTS ALARM AND TROUBLE CONDITIONS AS SEPARATE ZONES. THE CONTROL PANEL IS ALSO LINKED TO THE SRC AND REPORTS MAJOR AND CRITICAL ALARM AS SEPARATE ZONES. E" MAINTENANCE SWITCH 10 PHOTOELECTRIC SMOKE SENSOR W/6" BASE M WATERFLOW SWITCH 4 T TAMPER SWITCH 2 LA LOW AIR SWITCH 5 rd` SOLENOID RELEASE 2 2 F FIRE ALARM PULL STATION \� ZONE DESIGNATION SYSTEM COMPONENTS ARE UL AND FM LISTED. THE SYSTEM IS DESIGNED IN ACCONDANCE WITH NFPA 2001, NFPA 70 AND NFPA 72. BILL OF MATERIALS ITEM PART NUMBER 1 QTY. DESCRIPTION 1 74-200000-001 1 FENWAL FN -2000 CONTROL SYSTEM, 120 VAC 2 06-115915-046 2 17 AMP HOUR BATTERY PACK (2 REQUIRED)(FN-2000) 3 70-403001-152 1 DUCT DETECTOR 4 74-200001-001 2 AGENT RELEASE MODULE 5 74-200004-001 2 RELAY MODULE 6 74-200007-001 1 I/O MOTHERBOARD 7 70-407008-001 21 ADDRESSABLE CONTACT INPUT MODULE (N.O.) 8 70-408004-001 1 ADDRESSABLE RELAY OUTPUT MODULE 9 71-402001-100 90 PHOTOELECTRIC SMOKE SENSOR 10 70-400001-000 90 4" UNIVERSAL DETECTOR BASE 11 29-320000-286 3 PREACTION SYSTEM MANUAL PULL STATION 12 75-000012-001 9 HORN/STROBE ALARM DEVICE 13 89-100000-032 2 ANALASER 200S FANBOX DETECTOR (HSSD) 14 89-100050-001 2 ANALASER 200S, DISPLAY CONTROL CARD (DCC) 15 89-100053-000 1 ANALASER 200S, MULTIZONE ENCLOSURE 16 89-100055-001 1 ANALASER 200S, UNIT POWER SUPPLY 17 75-000030-001 1 ALARM BELL FOR HSSD ALARM 18 M100 1 MAINTENANCE SWITCH 19 CUSTOM 1 GRAPHIC ANNUNCIATOR PANEL 20 CUSTOM 4 SIGN.... PREACTION SYSTEM MANUAL PULL STATION 21 CUSTOM 1 SIGN.... HSSD SIGN 22 71-402001-100 3 i PHOTOELECTRIC SMOKE SENSOR 23 70-400001-000 3 ; 4" UNIVERSAL DETECTOR BASE FILE `"AID APR 2 3 2007 Tukwila Fire Z 7,� 7S' 1 O 'E-714 ri4 0 r z 0 w EXTEND CORRIDOR ADDITION OF V) ce al 0 to 0 I N co 0 N I d' 1 N oN < (1) O Y z 0- En cz -j0 ¢0 v oc o J o w� oz 0 0 0 W DWG BY: GC ENG BY: SR CHK BY: GC APP BY: SR SCALE: AS—NOTED DRAWING NUMBER: 005WC06 REVISION: 1 10F2 2 DATE: 6-23-06 PAGE: FP -01 ELECTRICAL INSTALLATION NOTES 1. All installation materials such as conduit, fittings, boxes, hangers, etc., are supplied by Installation Contractor. Materials for "Wiring By Others" are not supplied by Installation Contractor. 2. Panels, devices, conduit, boxes, etc. are to be flush mounted and exposed. Exceptions are: above "drop-in" false ceiling tiles and where specifically shown or labeled on these drawings. 3. Exact locations of all equipment to be determined in the field. 4. All wiring must conform with local codes. 5. Detector and audible alarm device circuit polarity must be observed. 6. All detector and audible alarm device circuit wires are supervised. Therefore, no parallel branching of wires is permissible. 7. Wiring: Unless otherwise specified by the authority having jurisdiction or on the wiring diagrams supplied for the specific installation, #18 AWG, color coded wire is recommended for the detector circuits. Use #14 AWG for the DC power supply and audible alarm circuits, and use #14 AWG for the AC power supply connections. 8. Wire shall be solid (single strand) copper THHN jacketed, to satisfy NFPA, NEC, and IRI requirements. 9. Conduit shall be EMT and shall be painted where exposed if required. 10. For detector layout information, refer to drawing. 11. Smoke detectors shall not be located within 36" of direct air stream from supply air outlets. 12. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. GRAPHIC ANNUNCIATOR PANEL RS282 CABLE 24VDC POWER FENWAL FN -2000 CONTROL PANEL 120 VAC INPUT 60/50HZ lid ilk TM TM no TM ® CENTRAL CONTROL MODULE iyiw Maio. ,® MYER ON ) mum FAULT ) TPOUM.E 0110 CPU MUM I® swamEOCV ) (ow twat ) 0CD0 000000 OM 000002 Jo ILOt a� 776 .=JAI 0 eo�°b� II5VA (ta vAc� am POWER SUPPLY 8 7 6 5 4 Er, 8 J 1 0 RELAY MODULES RELEASE MODULES ALM RECEIVER TRANSMITTER MODULE 2 17 AMP HOUR BATTERY PACK I/O MOTHER BOARD ••••olio SEQUENCE OF OPERATION PREACTION SYSTEMS ZONE 1 OR 2 1. SYSTEM NORMAL - CONTROL PANEL GREEN NORMAL LED'S ILLUMINATED ON CONTROL PANEL. DISPLAY READS SYSTEM OK AND SHOWS CURRENT DATE, DAY, AND TIME. 2. ALARM & SUPPRESSION 1ST ALARM A SINGLE SMOKE DETECTOR ACTIVATES ANYWHERE IN PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A SLOW PULSE INDICATING AN ALARM CONDITION IN THAT ZONE. B) A SIGNAL WILL BE SENT TO BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. C) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL INDICATING NATURE OF ALARM. E) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. 2ND ALARM/PRE-DISCHARGE A SECOND SMOKE DETECTOR ACTIVATES ANYWHERE IN THE SAME PROTECTED ZONE. A) THE CONTROL PANEL WILL ENERGIZE ALL HORN STROBE DEVICES AT A FAST PULSE INDICATING A 2ND ALARM CONDITION ALARM IN THAT ZONE. B) A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. BE SENT TO SRC VIA RELAY TRANSFER. C) THE PREACTION SYSTEM IN SOLENOID WILL BE ACTIVATED. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. E) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL F) THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUINATE. IF A MANUAL PULL STATION IS ACTIVATED - A) HORN STROBES WILL SOUND CONTINUOUSLY. B) THE PREACTION SYSTEM SOLENOID WILL BE ACTIVATED. C) A CUSTOM MESSAGE WILL BE DISPLAYED ON THE CONTROL PANEL D) A SIGNAL WILL BE SENT TO THE BUILDING FIRE ALARM PANEL AND A CRITICAL ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. 3. ACTIVATION OF THE TAMPER SWITCH OR LOW AIR SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM PANEL. B SOUND A BUZZER AT THE CONTROL PANEL C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 4. ACTIVATION OF THE WATERFLOW SWITCH WILL - A) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL SENDING AN ALARM SIGNAL TO THE BUILDING FIRE ALARM PANEL. B) HORN/STROBES WILL AND FIRE ALARM STROBE LIGHTS WILL FLASH AND SOUND. C THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. D THE CORRESPONDING LED ON THE GRAPHIC ANNUNCIATOR WILL ILLUMINATE. 5. TROUBLE ANY TROUBLE CONDITION IN THE CONTROL PANEL OR FIELD WIRING WILL - A) ACTIVATE A RELAY SENDING A TROUBLE SIGNAL TO THE BUILDING FIRE ALARM PANEL AND A MAJOR ALARM WILL BE SENT TO SRC VIA RELAY TRANSFER. B) DISPLAY A CUSTOM MESSAGE ON THE CONTROL PANEL INDICATING THE NATURE OF THE TROUBLE CONDITION. C) SOUND A BUZZER AT THE CONTROL PANEL. D) THE EVENT WILL BE LOGGED INTO HISTORY BUFFER. 6. MAINTENANCE SWITCH THIS IS A KEYED SWITCH USED DURING SYSTEM MAINTENANCE OR WHEN SMOKE GENERATING TASKS ARE BEING PERFORMED IN THE AREA. IT DISABLES ALL OF THE RELEASE CIRCUIT FOR AUTOMATIC ACTIVATION AND PUTS THE PANEL IN TROUBLE. ALL ALARMS AND SHUTDOWN RELAYS ARE STILL OPERATIONAL AS WELL AS THE MANUAL RELEASE ACTUATION. HIGH SENSITIVITY SMOKE DETECTOR (HSSD) 1. WHEN THE HSSD REACHES THE PRE -ALARM OR ALARM LEVEL OF ALERT, A BELL WILL SOUND ADJACENT TO THE PANEL. THE ZONE IN ALERT WILL BE INDICATED AT THE GRAPHIC ANNUNCIATOR AND A RELAY WILL TRANSFER SENDING A SIGNAL TO THE SRC. 2. ALL ABOVE EVENTS WILL BE RECORDED IN THE FN -2000 CONTROL PANEL. THE BUILDING FIRE ALARM PANEL WILL MONITOR THIS SYSTEM AS A SUPERVISORY FUNCITON IF REQUIRED. SRC MONITORING EVENTS MAJOR ALARM CRITICAL ALARM SYSTEM TROUBLE OR SUPERVISORY EVENT 1ST LEVEL HSSD 1ST SMOKE DETECTOR ALARM OR ANDY DUCT DETECTOR 3RD LEVEL HSSD 2ND SMOKE DETECTOR ALARM WATERFLOW STANDY POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT STANDBY CURRENT MAXIMUM STANDBY (AMPS) MODULE/SYSTEM CURRENT (AMPS) 0.070 0.035 0.060 0.065 0.010 0.0004 0.0004 0.0004 1 1 1 2 2 93 21 1 0.070 0.035 0.060 0.130 0.020 0.0372 0.0084 0.0004 STANDBY TOTAL = 0.3610 MAINTENANCE SWITCH DISARMgARM) ( vy RET •1•707•7.1. 24V SRC MAJOR -0"c, 4 GaA SRC I CRITICAL SPARE RELAY s S3 U1 S2 SI E MOTHERBOARD #1 SLOT #4 SECURITY SYSTEM I o INTERFACE -®� N ( ANALASER 200S FANBOX DETECTOR 1 0 ON 13 ANALASER 200S FANBOX DETECTOR ALARM I - TO BFACP I - TROUBLE I - TO BFACP - SUPERVISORY I - TO BFACP - WATERFLOW I - TO BFACP - ANALASER 200S POWER SUPPLY 120 VAC INPUT 15 ANALASER 200S ENCLOSURE TROUBLE NO NC ® ® ZONE 2 DCC 50% 100% 1ST ALARM 3RD ALARM NO NC C NO NC C GSG SOG ZONE 1 DCC TROUBLE 1ST ALARM 3RD ALARM NO NC C NO NC C NO NC C G ®S OGS OS 0 ADDRESSABLE RELAY OUTPUT MODULE AO 00 INCIC INC ao o •Z•T.1.1.1. •I•T.T•Zol• Al (P1.0.) WIRING BY INSTALLATION CONTRACTOR WIRING BY OTHERS J 53 U1 DSI 52 S1 MOTHERBOARD #1 SLOT 03 .Gm SN6 0 ON DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 2 ZONE 2 ZONE 2 PREACTION PREACTION PREACTIOV SYSTEM SYSTEM SYSTEM WATERFLOW LOW AIR PRESS. TAMPER SW. LED glop 11111 •T.T•T•Z•1• AI (N.O.) Al EOL EOL ZONE 2 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 2) CLOUDED AREA DENOTES NEW WORK AREA, REMOVE 1 FMRE ALARM PULL STATIONI, EXTEND THE CORRIDOR AND ADD 3 SMOKE DETECTORS ALARM POWER REQUIREMENTS MODULE/DEVICE CENTRAL CONTROL MODULE RXTX MODULE POWER SUPPLY MONITOR AGENT RELEASE OUTPUT MODULE RELAY OUTPUT MODULE PHOTOELECTRIC & THERMAL DETECTOR ADDRESSABLE CONTACT INPUT ADDRESSABLE CONTACT OUTPUT ALARM CURRENT (AMPS) 0.210 0.035 0.060 0.150 + OUTPUT CURRENT 0.075 0.00044 0.00044 0.00044 MODULE/SYSTEM 1 2 2 93 21 1 MAXIMUM ALARM CURRENT (AMPS) 0.210 0.035 0.060 2.670 0.150 0.04092 0.00924 0.00044 ALARM TOTAL = 3.1756 TOTAL BATTERY .CAPACITY REQUIRED TOTAL STANDBY LOAD X REQUIRED STANDBY TIME = AMP/HOURS .361 X 24 HOURS = 8.6640 TOTAL ALARM LOAD X REQUIRED ALARM TIME 3.1756 X 5 MIN. / .084 TOTAL AMP/HOURS REQUIRED X 20% FACTOR TOTAL AMP/HOURS REQUIRED • AMP/HOURS = 0.2668 8.9308 • 1.78616 • 10.71696 BATTERY SUPPLIED 17 AMP HOUR 0 ZONE 2 53 PREACTION SYSTEM RELEASE SOLENOID DS1 PROVIDED BY OTHERS /WIRED BY INSTALLATION CONTRACTOR CCCOs- 54 S3 u1 ON 0 MOTHERBOARD #1 SLOT 02 :1-1-1ms1 AUXILIARY POWER CA N Of RELEASE CIRCUITS em DEVICES PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR ZONE 1 ZONE 1 ZONE 1 PREACTION PREACTION PREACTION CAC -5 SYSTEM SYSTEM SYSTEM SMOKE DET. WATERFLOW LOW AIR PRESS.. TAMPER SW. BY OTHERS EOL EOL •I•T•T.T•Z. Lad 7.0 rwJeA 1111 •l.T•T•7ol• •l.Z•T•Tol. balsa NEW WIM AREA Al N.O. SIGNAL CIRCUITS O ZONE 2 PREACTION RELEASE vl AND ALARM ZONE 1 - HORN/STROBE (PREACTION SYSTEM) (TYP. OF 7) CAC -4 CAC -3 CAC -2 CAC -1 SMOKE DET. SMOKE DET. SMOKE DET. SMOKE DET. BY OTHERS BY OTHERS BY OTHERS BY OTHERS 1.11111Vem •I.T•7.7.1• •Z• DT•T.l• CAC -6 SMOKE DET. BY OTHERS Al N.0 CAC -7 SMOKE DET. BY OTHERS ZONE 1 PREACTION SYSTEM RELEASE SOLENOID PROVIDED BY OTHERS WIRED BY INSTALLATION CONTRACTOR 0 Sa S4 S3 DSI u1 MOTHERBOARD 01 SLOT 02 - sI )011-3. AUXILIARY POWER RELEASE CIRCUITS SIGNAL CIRCUITS O \' ZONE 1 - PREACTION 0l RELEASE & ALARM PREACTION SYS. PULL STA. ZONE 2 (TYP. OF 1) WIVPA IO •1.7.7.1.1• �� •Z•7•7•7•Z• `IIIINone �IIrr DUCT DETECTOR AHU-1 REFER TO SHEET 1 OF 2, DRAWING NO. 005WC06 FOR BILL OF MATERIALS ITEM NUMBERS. Al (N.O.) PREACTION SYS. PULL STA. ZONE 1 (TYP. OF 2) HSSD ALARM BELL (TYP. OF 1) RECEIVER/TRANSMITTER MODULE 0 JI Mar -A, W2 MOTHERBOARD 0 CPU RESET ( (IDI PC UNE NORMAL 3 LED2 CPU RESET sw1 PC UNE RESET Alik �\ FIlll 'lllllt -`4■0e Al (N.O.) ADDRESSABLE CONTACT INPUT MODULE (N.O.) (TYPICAL OF 21) G N G w ADDRESSABLE SMOKE DETECTOR ZONE 1 (TYP. OF 61) ZONE 2 (TYP. OF 29) J2 o L! ATI 0 Wnt 0 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE COASTAL AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE COASTAL. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. ce.4 0 ce..)F.4 c/D CC W J 0 mz J 0 Q • Z m0z Q zz� D W 5- zJ m Q Y _J D SI-- F- 5 CNIN z 0 EXTEND CORRIDOR AND ADD DETECTORS 0 0 6 F 0 Q U 0 (0 0 I N (0 4 0 DWG BY: GC ENG BY: SR CHK BY: GC APP BY: SR SCALE: AS -NOTED DRAWING NUMBER: 006WC06 REVISION: 1 20F2 DATE: PAGE: 6-23-06 FP -02 Symbols Legend Symbol QTY Description Mounting Manufacturer Part # CPU Alarm Indication 1 Intelligent Fire Alarm System Control Panel CAB AA Enclosure at 72" to Top Notifier AFP -400 [FRCP Elevator Primary Recall Activate Digital Dialer 17 Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SDX-751 Remote Indicator Circuit + 2 14 AWG Solid Fire Rated 27 Intelligent Photo Smoke Detector in Duct 4 Square Deep with 3" Round Ring Mounted in Duct Notifier SDX-751 D Smoke Detectors '4 Intelligent Duct Smoke Detector Surface (Ref. Mfg Information) Notifier DHX-502 4 Duct Detector Remote Indicator 1 Gang at Ceiling Notifier RA -400Z RI + Duct Smoke Detectors 4 135 degree Heat Detector (elev shunt trip only) 4 Square Deep with 3" Round Ring Notifier 603 13 Intelligent Manual Pull Station 1 Gang at 48" to Center Notifier NBG-12LX F + Elevator Lobby Smoke Detectors 14 Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M + 10 Intelligent Relay Module 4 Square Deep Notifier CMX-2 c + + 2 End of Line Power Supervision Relay 4 Square Deep Notifier A77-716 MMX -101 EOLR 6 Remote Relay Surface Notifier MR -201C R 4 Audible Power Supply Surface Wheelock PS12-24-8 APSX 2 Horn Strobe Sync Module 4 11/16 Back Box with Extension Ring Wheelock DSM 24 SM + 54 37 Horn with 15cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2415W -FW 54 8 Horn with 75cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2475W -FW 1 Strobe 15cd 2 Gang at 80" to Bottom Wheelock RSS-2415W-FW 15 8 Strobe 75cd 2 Gang at 80" to Bottom Wheelock RSS-2475W-FW 75 + 8 CEILING Strobe 30cd 2 Gang Wheelock RSS-2430C-FW 30 c + 8 CEILING Strobe 75cd 2 Gang Wheelock RSS-2475C-FW 75 c + 28 CEILING Strobe 100cd 2 Gang Wheelock RSS-24100C-FW 100 c Smoke Detectors 1 Digital Dialer Surface Supplied by Others DTRS 0 Fire Alarm System "J" Box Sized for Conductor Fill Supplied by Others Duct Smoke Detectors 27 Smoke Fire Damper + Supplied by Others FSD CO 7 Sprinkler Waterflow Switch Supplied by Others ® 9 Sprinkler Tamper Switch + Supplied by Others 6 1 Post -Indicator Valve Supplied by Others System Matri' Function Input FACP Audible CPU General Alarm Relay CPU Trouble Relay CPU Supervisory Relay CPU Alarm Indication CPU Trouble Indication CPU Supervisory Indication Audibles & Strobes Activate HVAC Shutdown Dampers Close Elevator Alternate Recall Elevator Primary Recall Activate Digital Dialer Alarm from each device Manual Pull Stations + + 1 pair 16 AWG Twisted Fire Rated Cable Remote Indicator Circuit + 2 14 AWG Solid Fire Rated HVAC Interface + 2 14 AWG Solid Fire Rated Aux Power Circuit + Smoke Detectors + + + + + Duct Smoke Detectors + + + + + + + Elevator Lobby Smoke Detectors + + + + + + Level 2 Elevator Lobby Smoke Detector + + + + + + Elevator Machine Room Smoke Detector + + + + + Waterflow + + + + + Supervisory from each device Tamper Switchs + + + + PTV + + + + Trouble From each Device Manual Pull Stations + + + + Smoke Detectors + + + + Duct Smoke Detectors + + + + Elevator Lobby Smoke Detectors + + + + Level 2 Elevator Lobby Smoke Detector + + + + Elevator Machine Room Smoke Detector + + + + Waterflow + + + + Tamper Switchs + + + + PIV + + + + Audible Circuit + + + + System Functions ACK Step - Signal Silence - System Reset - - - - - - - - - - - - - _ Wire. Legend Symbol Description Type of Circuit A 2 16 AWG THHN Solid Fire Rated (in EMT) Conventional (IDC) Circuit C 2 14 AWG Solid Fire Rated Cable Audible (NAC) Circuit C 2 14 AWG THHN Solid Fire Rated (in EMT) Audible (NAC) Circuit D 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit G 1 pair 16 AWG Twisted Fire Rated Cable Aux Equipment Interface H 1 pair 16 AWG Twisted Fire Rated Cable Remote Indicator Circuit J 2 14 AWG Solid Fire Rated HVAC Interface P 2 14 AWG Solid Fire Rated Aux Power Circuit GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A TO BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE -4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. DEVICE DESIGNATION LEGEND EXAMPLE: NOTIFICATION APPLIANCE CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) N-42 -E---CIRCUIT #2 1=1.4 ADDRESSABLE INITIATING DEVICES: y EXAMPLE: I � I°11 LOOP NUMBER 1 MODULE ADDRESS 1 ADDRESSABLE INITIATING DEVICES: EXAMPLE: H0i LOOP NUMBER 1 DETECTOR ADDRESS 1 Sheet Schedule Sheet Number Description FA -0 General Notes, Wire Legend, Symbols Legend FA -1 Parking Level P2 Plan FA -2 Parking Level P1 Plan FA -3 1st Floor Plan FA -4 2nd Floor Plan FA -5 3rd Floor Plan FA -6 4th Floor Plan FA -7 Roof Plan FA -8 Riser Diagram FA -9 NAC Loads, Battery Calculations FA -10 Connection Details 0 CE'TE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: (7 dG1 5//:5-72--- By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut down or restoration approval. FILE Iv [� FEB 11 2000 m W O: DESCRIPTION DATE 0 z M c1 O 00 v� rn co 0 o o c LL . J?► M N 1� 1 BUILDING a U c O >— CC J % SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 08/27/99 SHEET FA -0 OOOZ 95 =bb :E; z0 gad POM Cc` 1.5 BUILDING ELECTRICAL P209 N-12 • • T AMA ELECTRICAL 102 ;';s rev P206 (4) (8) 7,1 a 101 5A,2C,D -D STAIRWAY P202 J N-12 o-2 146 o- D TELE. EQUIF RJOM '203 A N-12 F 10-6 102 D o-2C,D 2C 5A,3C,D N-12 D , 111111111111111 I 11111111111111 1111111111111111111111 1111 9 9 5A,3C,D cp.-2C //////" o-5A,D T 09 D 1 / -E- I 1 I 1 1 1 1 1 1 1 I I 1 E -0 c c N-11 o -2C th N-;11 c›- 2C 5A,C,D C,D JI c1- 2C -$L N-11 Ilillllllllllllllllllllllllllllllllllllllllllllillllllll PARKING LEVEL P2 0� SCALE: 1/8"=1'-0" 0 c N-11 c 5 Flag Notes 1 Route to Cable to Electrical Room on this Level 7 Reference riser drawing for connections in this area. A} \C/ V! z 0 N W IREV. BY:1 DESCRIPTION DATE 0 00 0 00 O CI0 0 J�. M m V) W W 1- O O N O O BUILDING O. U O Cf) 0 \ J\ J i SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -1 "'O CD i cD n r -r C7 a Q 11 1• CD cn CO 01 1- G, C7 0 co r 0 0, C) i -n N coa ✓ 5 (,) C6� CORRIDOR _I I 15 N-13 15 N-13 ELEVATOR LOBBY f'ffi%f/D//. STAIRWAY N-14 103 104 N-13 2C 2C o- 2C WATER RISER ROOM P106 3C,D 3C,D 3C,D C,D C,D C,D 2C o- 2C, Qr 2C C,D C,D ED) N-14 N 19 N-13 th Ae ' I SEE ENLARGED PLAN - THIS SHEE c) c c c A -co A -c) A 10 10 ENLARGED WATER RISER ROOM SCALE: va•=r-o PARKING LEVEL P1 0� scnLe-. ve"-a'-o Flag Notes 2 To Fire Alarm J Box on Lower Level 3 To Fire Alarm J Box Upper Level Ir DESCRIPTION IREV. BY:1 DATE o z O N w Bi Vi W W a N CD O BUILDING a U O U� W CC 1� J i SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 i SHEET FA -2 000E Oh :5b :EI e0 clad PeM (°) J I I N-23 I 1N-23 1751 Cr C 1 • • N-24 APS2I u U U ELECTRICA IV 30 TILE/DATA F109 LJ J N-21 5 10 LOBBY J IFSDI, 05 F102 N-24 30 c N-24 10 � FSD 110,wmD----N 109 I FSo1 ELECTRICAL F108 N-21 s D Teri] FIRST FLOOR PLAN � SCALE: 1/8"=1'-0" Flag Notes 1 Route to Cable to Electrical Room on this Level 7 Reference riser drawing for connections in this area. It BJ N z O IREV. BY:) DESCRIPTION W a CI 0 z U jE!;4.4 I0 M O CO 0) Z7 0 0 M CD Ln t/1 W 1- N O 0 O C) Te BUILDING a U 0 H 0 CLI vcr CU % SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -3 \\Precision\Projects\Cadd Files\# 681 IGCP BLDG C\FA-4.dwg SECOND FLOOR PLAN SCALE: 1/8"=1'-0" Flag Notes 1 Route to Cable to Electrical Room on this Level 7 - Reference riser drawing for connections in this area. ir W DESCRIPTION O z J in In co O 1 co N Cit O) n O co 3,i 04 41:: -d 0 0 C • �' M 514 4- V) 111 r. jii/11141111 .N.: Nir-41 CA go 0- iiiiii T- U WN W CZ I 614 0 LO N v O J - W d' H U BUILDING 0. U CD uJ c\J CU W IC LL SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -4 THIRD FLOOR PLAN SCALE: 1/8"=1'-0" 0 Flag Notes 1 Route to Cable to Electrical Room on this Level 7 Reference riser drawing for connections in this area. } m W ce DESCRIPTION 1 DATE O Z cn Z O N W Q BUILDING 0 CI) SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -5 000E 5j :6g :ET e0 clod PGM 1.5 c DEG\ IFYQ N-53 to - N -52 IN -52 0 3 FOURTH FLOOR PLAN 0 SCALE: 1/8"=1'-0" 0 Flag Notes 1 Route to Cable to Electrical Room on this Level 3 To Fire Alarm J Box Upper Level 7 Reference riser drawing for connections in this area. 9 To HVAC Shutdown Interface DESCRIPTION IREV. BY:1 DATE 0 z N 2 O ceN w Iftft%4 1` • 1•4 U11 co M O 00 CC SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 08/27/99 J ( SHEET FA -6 Flag Notes 2 To Fire Alarm J Box on Lower Level 4 Route to Elevator Controller for Primary Recall 5 Route to Elevator Controller for Alternate Recall 6 Break Tabs on CMX-2 for Relay Operation 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head ROOF PLAN (\) SCALE: 1/8"=1'-0" N z O N W Ix c- noW gxO DESCRIPTION DATE Z t) (0 MO N oo O Q> O d 3 n 0 Cs X C M 0 N BUILDING a U O w FH FH Cl_ W IC H SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -7 C, D r IA N-51 2C, D —C TYP 4 N-54 N-53 N-52 100 TYP 2 30 TYP C 2 TYP 2 11 _ ; ECM TYP 3 c D C b DEDICATED �'` 120VAC APS -5 TYP 2 i D -c> TYP 2 D TYP TYP 2 2 RI RI TYP ( O -H I o—H Q 7 Q S9 A D D D EOLR 4® G II FSD 1I DAMPER POWER r fJ J -BOX J ROOF 4TH FLOOR 1 N-44 N-43 N-42 N-41 100 TYP C 2 30 TYP 2 11 : 11 C b DEDICATED 120VAC c6 APS -4 0, P 0 r D -c r o—p o-0 FSD • DAMPER POWER J -BOX L-, L N-34 N-33 N-32 N-31 100 TYP C 2 30 C TYP : m_; 11 TYP C 2 11 _ : 1/ TYP 7 C FSD ▪ DAMPER POWER DEDICATED ��, 120VAC J 3RD FLOOR 0, P r FACP o D ireh P J -BOX P -O 1 L 1 N-24 N-23 N-22 N-21 m_: TYP 2 30 TYP C 2 b C 6 DEDICATED 120VAC c6 APS -2 5A, 0, P r l D c -P �EOLRI FSD DAMPER POWER J -BOX L L N-13 N-14 TYP 2 _ TYP 2 b TYP 2 TYP 2 2ND FLOOR 1ST FLOOR 5A, D r D -a ti J -BOX � 1 N-12 TYP TYP C 2 C N-11 EE;M:52:EPI C 6 DEDICATED I�` 120VAC 5A, 2C, D r J -BOX L_ APS -1 TYP : D- D 0 TO MAIN TELCO BOARD DTRS BY OTHERS 9 5A 1 LEVEL P1 J J LEVEL P2 RISER DIAGRAM SCALE: NONE J Flag Notes 1 Route to Cable to Electrical Room on this Level 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level 4 Route to Elevator Controller for Primary Recall 5 Route to Elevator Controller for Alternate Recall 6 Break Tabs on CMX-2 for Relay Operation 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface DESCRIPTION IREV. BY:I la 1-- O Z 10 10 10 N C 00 L CO) O O vol ci 7 LT.; 'o v O O X M 0);" N a 111004 C41111) coa104014 Wm CI) I I O 1441011) -C CDCD ISA tO N fillilliii O _i ir 04 ▪ W s1 1— Q BUILDING a U cn >— LTJ CC LL 1 C SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -8 NAC Circuit Load & Voltage Drop Calculation APS -1 PS12-24-8 Candella Amps Circuit Number Level P2 Level Pi 11 12 13 14 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 1 1 2 2 2 2 2 2 Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 15 0.083 30 0.126 75 0.260 100 0.300 2 2 2 2 3 2 2 ' Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 1 3 1 2 2 Misc NH -12/24-R horn DSM sync mod WP Bell 0.027 0.030 0.030 0.027 0.030 0.030 # Devices Circuit Amps Circuit Length (ft)(l4awg) Circuit Length (ft )(12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 6 4 7 6 0.955 0.625 0.941 0.878 400 225 450 360 0 0 0 0 21.99 23.26 21.77 22.34 24.00 24.00 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation APS -2 PS12-24-8 Candella Amps Circuit Number Level 1 21 22 23 24 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 7 9 DATE 0 z Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 15 0.083 30 0.126 75 0.260 100 0.300 2 2 2 2 3 2 2 ' Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 Misc NH -12/24-R horn DSM sync mod MB -G10 -24-R wp Bell 0.027 0.030 0.030 0.027 0.030 0.030 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft )(12awg) EOL Voltage (14awg) EOL Voltage (12awg) 7 3 4 4 0.616 0.900 1.120 0.852 250 170 210 187 0 0 0 0 23.19 23.20 22.76 23.16 24.00 24.00 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation FACP AFP -400 Candella Amps Circuit Number Level 2 31 32 33 34 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 8 9 DATE 0 z Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 15 0.083 30 0.126 75 0.260 100 0.300 2 2 2 2 3 2 2 Wheelock Strobe RSS-2415W-FR RSS-2930W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 Misc NH -12/24-R horn DSM sync mod MB -G10 -24-R wp Bell 0.027 0.030 0.030 0.027 0.030 0.030 # Devices Circuit Amps Circuit Length (ft )( 14awg ) Circuit Length (ft )( 12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 8 3 4 4 0.704 0.900 1.120 0.852 250 170 210 187 0 0 0 0 23.08 23.20 22.76 23.16 24.00 24.00,_ 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation APS -4 Candella Amps Circuit Number Level 3 41 42 43 44 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 7 9 DATE 0 z Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 15 0.083 30 0.126 75 0.260 100 0.300 2 2 2 2 3 2 2 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2175W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 Misc NH -12/24-R horn DSM sync mod MB -G10 -24-R wp Bell 0.027 0.030 0.030 0.027 0.030 0.030 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft )(12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 7 3 4 4 0.616 0.900 1.120 0.852 250 170 210 187 0 0 0 0 23.19 23.20 22.76 23.16 24.00 24.00 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation APS -5 - Candella Amps Circuit Number Level 4 and Roof 51 52 53 54 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 9 DATE 0 z Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 2 2 3 2 2 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 Misc NH -12/24-R horn DSM sync mod MB -G10 -24-R wp Bell 0.027 0.030 0.030 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft )( 12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 9 3 4 4 0.792 0.900 1.120 0.852 315 170 210 187 0 0 0 0 22.69 23.20 22.76 23.16 24.00 24.00 24.00 24.00 IGCP Building C FACP Level 2 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 AFP -400 1 ACM -8R 14 MMX -1 10 CMX-2 44 SDX-751 4 DHX-502 13 NBG-12LX 2 MMX -101 2 DSM -24 8 NS -2415W -FR 2 RSS-2430C 2 RSS-2475C 7 RSS-24100C 6 MR -201C 2 A77 -716B Fire Alarm Control Panel Remote Relay Module Monitor Module Control Module Intelligent Photoelectric Smoke Detector 1p Duct Detector Housing (SDX-551) Manual Pull Station Mini Monitor Module Dual Sync Module Sync Horn Strobe 15cd Sync 30cd Ceiling Strobe Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Aux Relay Supervisory Relay Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.170000 0.030000 0.000200 0.000300 0.000200 0.000200 0.000270 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.015000 0.420000 0.160000 0.000200 0.000300 0.005200 0.005200 0.000270 0.000300 0.038000 0.088000 0.126000 0.260000 0.300000 0.035000 0.015000 0.249510 X 24 (Hours) 4.731510 X .083 (5 Mins) 0.170000 0.030000 0.002800 0.003000 0.008800 0.000800 0.003510 0.000600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.030000 0.000000 0.249510 0.420000 0.160000 0.002800 0.003000 0.228800 0.020800 0.003510 0.000600 0.076000 0.704000 0.252000 0.520000 2.100000 0.210000 0.030000 0.000000 4.731510 5.988240 0.392715 6.380955 1.914287 8.295242 12 IGCP Building C APS -1 Level P2 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 1 PS12-24-8 6 NS -2415W -FR 8 NS -2475W -FR 1 RSS-2415W-FR 8 RSS-2475W-FR Remote Power Supply Sync Horn Strobe 15cd Sync Horn Strobe 75cd Sync 15cd Strobe Sync 75cd Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.075000 0.088000 0.186000 0.063000 0.165000 0.075000 X 24 (Hours) 3.474000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.528000 1.488000 0.063000 1.320000 0.000000 3.474000 1.800000 0.288342 2.088342 0.626503 2.714845 5 IGCP Building C APS -2 Level 1 Item Oty Part # Battery Back up Calculation Description Standby Total Alarm Standby Total Alarm 1 2 3 4 5 6 1 PS12-24-8 7 NS -2415W -FR 2 RSS-2430C 2 RSS-2475C 7 RSS-24100C Remote Power Supply Sync Horn Strobe 15cd Sync 30cd Ceiling Strobe Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.075000 0.088000 0.126000 0.260000 0.300000 0.075000 X 24 (Hours) 3.563000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.616000 0.252000 0.520000 2.100000 0.000000 3.563000 1.800000 0.295729 2.095729 0.628719 2.724448 5 IGCP Building C APS -4 Level 3 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 1 PS12-24-8 7 NS -2415W -FR 2 RSS-2430C 2 RSS-2475C 7 RSS-24100C Remote Power Supply Sync Horn Strobe 15cd Sync 30cd Ceiling Strobe Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.075000 0.088000 0.126000 0.260000 0.300000 0.075000 X 24 (Hours) 3.563000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.616000 0.252000 0.520000 2.100000 0.000000 3.563000 1.800000 0.295729 2.095729 0.628719 2.724448 5 IGCP Building C APS -5 Level 4 Item Oty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 1 PS12-24-8 9 NS -2415W -FR 2 RSS-2430C 2 RSS-2475C 7 RSS-24100C Remote Power Supply Sync Horn Strobe 15cd Sync 30cd Ceiling Strobe Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.075000 0.088000 0.126000 0.260000 0.300000 0.075000 X 24 (Hours) 3.739000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.792000 0.252000 0.520000 2.100000 0.000000 3.739000 1.800000 0.310337 2.110337 0.633101 2.743438 5 N z 0 N ce (REV. BY:1 DESCRIPTION DATE 0 z v•-fti O UaLco N N cm t0 N v BUILDING o. U O cn W CC 1 1 SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 08/27/99 SHEET FA -9 J O CD C-) cn n nu C. a 11 CD cnrn OD H GDCD CO 0 OD / CL LCD 000a 5ti :Oti :Eti ZO gad PaM r 47K EOL RESISTOR /1 \ TYPICAL TAMPER SWITCH/MMX-1 CONNECTION \ / NOT TO SCALE SHIELD DRAIN FROM FACP C TO NEXT DEVICE 9 +8 2 + + 7 MMX -1 WF 47K EOL RESISTOR 2 TYPICAL WATER FLOW SWITCH/MMX-1 CONNECTION NOT TO SCALE FROM FACP SHIELD — DRAIN TO NEXT DEVICE CMX-2 9 1 (_) 8 2 (+) 7 3 COM 6 4 N0 NC 5 0 r CAUTION: DISCONNECT TAPS FOR RELAY OPERATION. 4 TYPICAL CMX- FORM C RELAY NOT TO SCALE DUCT SMOKE DETECTOR FROM FACP C SHIELD DRAIN SHIELD DRAIN DHX-502 ®0®®®®®® 1 2 3 4 5 6 7 8 (+) (—) TO NEXT DEVICE RA -400Z 5 TYPICAL DUCT SMOKE DETECTOR CONNECTION NOT TO SCALE SMOKE DETECTOR SDX-751 CPX-751 LPX -751 HEAT DETECTOR FDX -551 R SHIELD DRAIN B710LP SHIELD DRAIN \ / \ TYPICAL SMOKE DETECTOR/HEAT DEFECTOR CONNECTION 6 / NOT TO SCALE SHIELD — DRAIN FROM FACP e TO NEXT DEVICE 41 41 41 41 9 HVAC NP moommml MR -201 cDo OCD B 115 230 0 DAMPERS MR -201 O D 115 230 0 DOORS MR -201 Q Dom 24 115 230 0 9 TYPICAL AUXILIARY RELAY CONNECTION NOT TO SCALE FROM FACP C 1 STROBE HORN HORN STROBE (WP) C 1 v C 1 v WP = WEATHER—PROOF TO NEXT DEVICE OR EOL 14 TYPICAL STROBE AND HORN/STROBE CONNECTION TO NAC CIRCUIT NOT TO SCALE to z 0 N W m ce DESCRIPTION DATE 0 z • )v-si (,) • U.4a)11404 ID O CO 0) 0 0 sC ? . M m tii 4100 200th STREET N as co sA J W 1— BUILDING a U 0_ C SCALE: AS NOTED PROJECT NUMBER: 679 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 08/27/99 SHEET FA -10 ITEM QTY 1 1 2 1 3 1 4 1 5 5 6 5 7 5 8 8 9 24 10 27 11 51 12 10 13 13 14 13 15 9 16 7 17 7 18 1 19 1 20 1 21 2 22 1 23 1 24 1 25 1 26 1 27 2 28 1 29 2 30 1 31 2 32 1 33 2 34 9 35 9 36 5 37 5 38 7 39 4 40 10 41 1 42 9 43 3 44 1 P/N 10-2200 10-2217-R-1 10-2204 10-2190-2 02-3710 02-3646 10-1639 20-110 67-1032 63-1021 63-1023 55-020 55-019 55-021 55-022 55-023 10-1832 70-086-268-1031-04 80-066-3125 70-090-790-1031-04 80-066-5312 70-083A-602-1031-04 80-066-3970 80-066-3906 80-063-2210 70-083A-648-1031-04 80-066-4688 70-083A-648-1031-04 80-066-4531 70-083A-518-1031-04 80-066-3906 70-083A-518-1031-04 80-066-3970 02-3645 02-3646 F5-MANL F6 -ABORT MR201/CR DH100ACDC P2475 P2415 S2415 MDL 10-113H BILL OF MATERIALS DESCRIPTION BACKBOX CHEETAH, CONTROLLER CHEETAH, ENCLOSURE W/ XFMR CRM -4 SUPPLEMENTAL RELAY MODULE BATTERY PACK, 2 17AH BATTERIES MANUAL RELEASE STATION 1 GANG BOX FM -200 DISCHARGE LABEL FOR PULL STATION ABORT STATION 2 GANG BOX BELL 4" SQ 1 1/2" DEEP SMOKE DETECTOR IONIZATION 4' SO w/ RING SMOKE DETECTOR PHOTOELECTRIC 4" SO W/ RING DETECTOR BASE FAST RESPONSE CONTACT MONITOR -MINI FAST RESPONSE CONTACT MONITOR SUPERVISED OUTPUT MODULE 4" SQ SOLENOID RELEASING MODULE 4" SO DUAL RELAY MODULE 4" SO AGENT RELEASE MODULE 4" SO 375LB TANK WITH 268LBS FM -200 TANK 1 NOZZLE 2" 180 Deg 1000LB TANK WITH 790LBS FM -200 TANK 2 NOZZLE 2" 180 Deg 650LB TANK WITH 602LBS FM -200 TANK 3 NOZZLE 2" 180 Deg NOZZLE 2" 180 Deg NOZZLE 1" 180 Deg 650LB TANK WITH 648LBS FM -200 TANK 4 NOZZLE 2" 180 Deg 650LB TANK WITH 648LBS FM -200 TANK 5 NOZZLE 2" 180 Deg 650L6 TANK WITH 518LBS FM -201 TANK 6 NOZZLE 2" 180 Deg 650LB TANK WITH 518LBS FM -201 TANK 7 NOZZLE 2' 180 Deg SIGN FOR DISCHARGE STROBE SIGN, "CAUTION THIS ROOM-", INSTALL ON DOOR SIGN FOR MANUAL RELEASE STATION SIGN FOR ABORT STATION CONTROL RELAY, DPDT DUCT SMOKE DETECTOR HORN/STROBE 4" SO 1 1/2" DEEP HORN/STROBE 4" SO 1 1/2" DEEP STROBE 4" SO 1 1/2" DEEP MDL SYNCHRONIZATION MODULE 4" SQ 1 1/2" DEEP GRAPHIC ANNUNCIATOR PANEL CEILING (OPEN OR ATC) 90" A/V OR VISUAL ONLY DEVICES 80" WARNING SIGN OUTSIDE DOOR DOOR NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION 48" CTL PNL 72' (66" FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE MFG FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE ALPHA OMEGA ALPHA OMEGA NOTIFIER SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR SYSTEM SENSOR FIKE PRE-ACTION/FM-200 PANEL BATTERY CALCULATIONS STANDBY CURRENT DRAW AUX POWER SUBTOTAL (mA per device) (mA per device) 1 Cheetoh System Controller 250.00 mA 1 CRM -4 0,00 mA 3 Communication Loop 14 FRCM 13 SOM 6 SRM -ARM 3 SRM -SOLENOID 7 R2M 27 Photoelectric Detector 24 Ionization Detector TOTAL AUX POWER per device TOTAL COMMUNICATION LOOP QUANTITY DEVICE 0.46 mA 0.32 mA 0.27 mA 0,27 mA 0,54 mA 0,50 mA 0.50 mA 0.00 mA 6.44 mA 4.16 mA 1.62mA 0.81 mA 3,78 mA 13.50 mA 12,00 mA TOTAL (mA needed) 250.00 mA 0.00 mA 42.31 mA TOTAL STANDBY CURRENT QUANTITY DEVICE 1 Cheetah System Controller 1 CRM -4 3 Communication Loop 14 FRCM 13 SOM 6 SRM -ARM 3 SRM -SOLENOID 7 R2M 27 Photoelectric Detector 24 Ionization Detector TOTAL AUX POWER per Device TOTAL COMMUNICATION LOOP 7 MR -201/C RELAY 1 Graphic Annunciator 8 Bells 3 MDL Synch Module 10 Horn/Strobe 75cd 1 Horn/Strobe 15cd 9 Discharge Strobe TOTAL ALARM CURRENT 292.31 mA ALARM CURRENT DRAW AUX POWER SUBTOTAL TOTAL (mA per device) (mA per device) (mA needed) 250,00 mA 250,00 mA 10.00 mA 10,00 mA 0.46 mA 0.32 mA 0.27 mA 0,27 mA 0,54 mA 0,50 mA 0.50 mA 0,53 mA 10.00 mA 1.20 mA 70.49 mA 6,44 mA 11.05 mA 61.62 mA 4.41 mA 3.78mA 13,50 mA 12.00 mA 30.00 mA 210.00 mA 600.00 mA 600.00 mA 30.00 mA 240.00 mA 16.00 mA 48.00 mA 148,00 mA 1480.00 mA 78.00 mA 78.00 mA 53.00 mA 477.00 mA BATTERY REOUIREMENT CALCULATIONS 24 HRS OF STANDBY 5 MINUTES OF ALARM TOTAL AMP/HOURS REQUIRED 112.80 mA 210,00 mA 600.00 mA 240,00 mA 48.00 mA 1480.00 mA 78.00 mA 477.00 mA 3506 mA 7.0154 A 0.2922 A 7,308 AmpJHr INCLUDING+20% RESERVE BATTERIES PROVIDED 17 AMP/HOUR GELL CELL (REMAINING CAPACITY) GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N.E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5. ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6, REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7, DEVICE POLARITY MUST BE OBSERVED. 8. SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. ALL DEVIATION SHALL BE MARKED UP ON THE AS BUILT. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE, IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. (NOT WITHIN 3' OF AIR SUPPLY GRILLES, OR DIFFUSERS), 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL. 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET, THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES, 14. ALL BACKBOXES. MOUNTING BOXES SHALL BE PAINTED RED. ALL CONNECTION BOX/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED, 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN 15 RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL, THE FINAL, CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING, 17. ALL WIRING SHALL BE IN CONDUIT. 8,769 Amp/Hr 17 Amp/Hr 8.231 Amp/Hr FM -200 ZONE Al N. PRE ZONE FM -210 SCOPE OF WORK INSTALL FM -200 SYSTEMS FOR BATTERY ROOM, EQUIPMENT ROOM AND COLOCATE ROOMS AND PROVIDE DETECTION & CONTROL FOR PRE -ACTION SYSTEMS SERVING THESE SPACES. THE PROJECT WILL BE COMPLETED IN PHASES CORRESPONDING WITH PRE -ACTION ZONES 1, 2 & 3. DETECTION & CONTROL FOR EACH PHASE WILL BE FROM A SEPARATE SIGNALING LINE CIRCUIT (SLC) FROM THE FM-200/PRE-ACTION CONTROL PANEL. DETECTOR SPACING The volume of the spaces served is 112,873 cu. ft. - there will be 3 o/c units (A/C 1 - 4, one redundant) of 27,000 cfm eo, supplying the space for a total of 81,000 cfm, 81,000/112,873=0,72 x 60 (minutes) = 43.06 air changes per hour. DETECTOR SPACING IS 187sgft PER DETECTOR AS REQUIRED BY THE TABLE BELOW. MIN/AIR CHANGE AIR CHANGES/HOUR SQ FT/DETECTOR 1 3 45 6 7 8 9 10 60 30 20 15 12 10 8.6 7,5 6.7 6 125 250 375 500 625 750 875 900 900 900 NFPA72 TABLE 5-3.7.6.3 (APPLIES TO HIGH AIR MOVEMENT AREAS) SEQUENCE OF OPERATION ALARM INITIATED BY ONE SMOKE SENSOR OPERATE, HORN/STROBES CLOSE FIRE/SMOKE DAMPERS SIGNAL BUILDING FIRE ALARM SYSTEM SIGNAL CENTRAL STATION PRE -DISCHARGE INITIATED BY SECOND SMOKE SENSOR SOUND BELL START DISCHARGE DELAY (30sec.) SHUT DOWN HVAC UNITS** TIMER EXPIRES: SYSTEM DISCHARGES AGENT IS RELEASED OPERATE DISCHARGE STROBES OPERATE EPO INTERLOCK (WHICH SHUTS OFF POWER) (EPO OPTIMAL) MANUAL RELEASE STATION ACTIVATED: ALL ABOVE FUNCTIONS OCCUR WITHOUT DELAY. ABORT STATION ACTIVATED IN ALARM OR PRE -DISCHARGE STATES: FM -200 DISCHARGE WILL BE PREVENTED UNTIL THE SWITCH IS RELEASED. OPERATION OF THE ABORT SWITCH HAS NO EFFECT ON THE TIME DELAY, SHOULD THE TIME DELAY EXPIRE WHILE THE ABORT SWITCH IS ACTIVATED AGENT RELEASE WILL OCCUR IMMEDIATELY UPON RELEASE OF THE ABORT SWITCH. IF THE ABORT IS RELEASED BEFORE THE TIME DELAY EXPIRES, AGENT RELEASE WILL OCCUR UPON EXPIRATION OF THE TIME DELAY (TYPE 2 ABORT). **NOTE; HVAC UNITS THAT SERVE OTHER SPACES IN ADDITION TO THE PROTECTED SPACE WILL NOT BE SHUT DOWN. PRE -ACTION SYSTEM SEQUENCE INITIATED BY ONE SMOKE SENSOR ENERGIZE PRE -ACTION SOLENOID THIS PRE -ACTION SYSTEM IS A 'DOUBLE INTERLOCK" SYSTEM, A SIGNAL VIA THE FM -200 CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. PROTECTED AREA SUMMARY PHASE 1: PRE -ACTION ZONE 1 -BATTERY ROOM FM -200 ZONE Al - EQUIPMENT ROOM #1 aFM-20Q ZONE A2 - COLOCATION ROOM #1 PHASE 2: PRE -ACTION ZONE 2 -COLOCATION ROOM #2 PHASE 3: PRE -ACTION ZONE 3 - COLOCATION ROOM #3 FM -200 ZONE B FM -200 ZONE C 599 ACCE'TED With?ut Comments AsIs, otedInRed Per -he Attached Letter These plans have be n reviewed by The Tukwila Fire Pre ention Bureau fv- conformance with current city sta dards. Accepta:;e is subject to errors and on Issions which do rot authorize violations of adopted st ndards and ordinE ces. The responsibility for the equacy of design r ::sts totally with the designer. iitions, deletions c-- revisions to these drawings after date will void this acceptance and will require a mittal of revised drawings for subsequent approval. Final ac ptance is s'thject to field test and inspection by The Tukw, _ Fire Pre\ ention Bureau. Date: 0 ©v By: SITE LOCATION MAP REV. # DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 552-6562 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC- RIS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. DRA*N BY: FTG DATE; 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH NETSTREAM TUKWILA WA SCALE: AS NOTED JOB Na: 00-1933 SHEET; 1 QF 7 DRA\PgING NO.: 2133-01 IUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 40-F17293 and exact address for shut- down or restoration approval. Ff@METZg' Al AUG 1 8 2000 ,✓ FSD-8 PRE—ACTION SYSTEM #1 1006 1007] 1008 j 1009] PRE—ACTION SYSTEM #2 20271 20281 20291 20301 PRE—ACTION SYSTEM #3 HSA2-2-75cd ®[ 10231 [ 102. JAI 1024 j 10251 FSD-7 FSD-6 BA2-3 SA1-75cd OFFICE OPEN OFFICE OFFICE A1-1-15cd T EQUIP. 9 OFFICE VACANT AREA LOBBY FSD-3 HSA2-1-15cd 1017 A —3-75cd WOME MEN BA2-2 OFFICE OP D [ 0 ] [1042 j SPRINKLE VALVE RM STAIR' Y TELE/DATA F409 1 NITOR EQUIPMENT ROOM 1 fi 420 110041 1002 FSD 2_ _ Eric r — — — 11003 'L —15cd SB— 1-15cd CORRIDOR 400_1 SC-2-15cd HSB-2-75cd HSB-3-75cd 3033 HSC-1-75cd 3022 BC -1 HSC-2-75cd CONF. ROOM I 433 FSD-1 El) 1050 8A2-1 ..InI ,SOM 1 1049 R2jes040207210081 FSD-9 CR [ 1048 SO 1 O— %' 110441 HSA2-4-75c.! HSB-1-75cd CO—LOCATION ROOM #1 423 SB -2-15c FROM OP 121 M O, [20221 1°2 [20201 (20061 FSD-12 FSD-13 FSD— 14 FSD-15 SC -1-15c SBT3-15cd FSD 20 304'21 FSD-21 FSD-22 FSD-23 CO -LOCATION ROOM #2 FSD-16 [2018 FSD-17 e FSD 18 CO -LOCATION ROOM #3 HSB-4-75cd OP 04 j [30051 4201.31 20231 IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' LEGEND PACP GAP STU OX CRX FRCM PRE—ACTION & FM -200 CONTROL PANEL GRAPHIC ANNUNCIATOR PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, I=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEQUENTIAL NO.) FAST RESPONSE CONTACT MONITOR FLAGNOTES INSTALL DUCT SMOKE DETECTORS FOR ROOF TOP AC UNITS (1-4) THE INSTALLER IS RESPONSIBLE FOR IDENTIFYING THE RISERS AND PROGRAMMING THE MODULES ACCORDINGLY, SRM SOM R2M ARM POS SOL APS LPS TS [ XXX SOLENOID RELEASING MODULE SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE—ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE—ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE—ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER TRUE CEILING HEAD CEILING DETECTOR NOT TO 4" SQUARE BOX BASE MOUNTING DETAIL TO CONTROL PANEL (OR MODULE) FLOOR PLAN SCALE: 1/8" = 1'0" " or 4" 11/16" BOX FLEX CONDUIT INSTALL ON TANK ASSEMBLY SCALE GAS CARTRIDGE ACTUATOR 1" CHASE NIPPLE 1" RIGID COUPLING 1" x 1/2" BUSHING 1" LOCKNUT 1/2" LOCKNUT AGENT RELEASE. MODULE/ACTUATOR DETAIL NOT TO SCALE BY FCE PHASE PHASE 2 PHASE 3 REV. # DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S,E, 30th, BELLEVUE, \YA. 98005 (425) 641-2127 FAX (425) 562-6652 DRAM BY: FTG DATE; 08/11/00 PROJECT MGR: RMM APPROVED BY; BVH NETSTREAM TUKWILA WA THIS INFORMATION 1S THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND NS NOT TO BE DISCLOSED"(YR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED SHEET: 2 OF 7 JOB No.: 00-1933 DRAWING No.: 2133-02 120VAC FROM D 3C PANEL___BKR___ BY SITE ELECTRICIAN 1 1 1 1 1 1 1 1 1 D -- c2B NETWORK 24VDC RESET CHEETAH PRE -ACTION & FM -200 CONTROL PANEL 1 COMMON ALARM TROUBLE PRE-ACTDON WATERFLOW PRE ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY A SLC LOOP 1 t--28 AUX 24VDC CKT#3 -TO BUILDING FIRE ALARM PANEL. BY SITE ELECTRICIAN SA2-2-15cd �-- 28 SA2-1-15cd ter— 28 SOM [1001] FRCM A I 28I FRCM 0P 1 [1002] 1 1 /7003/1 [10041 CLOSE DAMPERS FM -200 ZONE A2 FSD-6 FSD-5 FSD-4 0 0 0 0 0 0 120VAC N. SD -1 SD -2 SD -3 BY SITE (CR 1 I ELECTRICIAN �- 2B 28 [1005] FRCM o- 2B [1006] FRCM 110071 SRM 28 2B [1008] FRCM % PRE -ACTION SYSTEM PIPING [1009] HSA2-3-75cd 2B tN 4 HSA2-2-75cd 28 t�f4 MDL SOM [ 1017) HSA2-1-15cd 8 SHUT DOWN EXH FAN EF -1 CLOSE SPLY DAMPER 120VAC BY SITE V ELECTRICIAN (CR21 SD -7 2B FM -200 TANK 1 ARM c,- 2B CLOSE DAMPER FM -200 ZONE Al & A2 120VAC BY SITE 1CR3 ELECTRICIAN SD -8 28 HSA1-75cd (1.-2B I 'P [1018] [1019) [1020] [1022] P [ 1023] [1024] [1025] [1026] ED 0 -2BI BA1 c -2B1 I -2BI SOM FROM FROM [1027] 1 0028/1 1 [1029] 1 :SA22 1 Scd d-- 28 SA2-1-15cd d-- 28 FM -200 FM -200 TANK 2 TANK 3 ARM 26 ARM HSA2-4-75cd CLOSE DAMPERS FM -200 ZONE Al COLOCATE #1 & #2 120VAC • BY SITE (CR4( ELECTRICIAN SD -9 SD -10 28 [ 1030 [ 1031 [1033] [1034] [1035] [1036] [1037] [1038] [1039] [1040] [1041] [1042] [1043] [1044] [1045] [1046] [1047) [2028 ] [2029 ] \AUX 24VDC CKT#2 MIN [2030 ] 2B FRCM [2031j S PRE -ACTION SYSTEM PIPING CLOSE DAMPERS FM -200 ZONE B COLOCATE #2 FSD-17 FSD-16 FSD-15 FSD— 14 0 0 0 0 120VAC BY SITE 1CR5 ELECTRICIAN SD -11 FSD-12 FSD-13 EP HSB-3-75cd 28 tf 4 HSB-2-75cd 2B E4T,I 4 HSB-1-75cd FM -200 TANK 4 ARM 2B [ 1048 ] [1049] [1049] FM -200 TANK 5 ARM r- 2B [2002 ] 81 1 A 281 I FROM L [ 1 °5 L J L [ f051i [2014j [2015 ) PHASE 1 PHASE 2 [2016j CLOSE DAMPERS FM -200 ZONE Al COLOCATE #2 & #3 120VAC BY SITE ELECTRICIAN SD -18 CR61 d2B FSD-19 1 cr-2B } SB-3-15cd o•- 2B SB-2-15cd a*EI- -- 2B 1-15cd d-- 2B P 02 P SOMI [2022 ] 1 [2024 ] 1 I [2025] 1 [2026 ] )[2o271 ALARM !APS LO* AIR 1LPS1 SOLENOID SOL TAMPER -�TS1 S PRE -ACTION SYSTEM PIPING 24VDC RESET NETWORK FIKE GRAPHIC ANNUNCIATOR PANEL PHASE 2 SLC LOOP 3 1 1 1 1 1 1 1 c2B [3025] [3026] [3027] [3028] SC-2-15cd d-- 28 SC-1-15cd 28 SOM [3002 ] CLOSE DAMPERS FM -200 ZONE C COLOCATE #3 FSD-24 FSD-23 0 0 0 0 0 120VAC —'. FSD-20 FSD-21 FSD-22 BY SITE ICR71 ELECTRICIAN d- 28 FM -200 TANK 6 ARM CP.'-" 28 ISRMI\ P "1 [3007] [3008] [3009] FM -200 TANK 7 ARM Lvil 28 x-281 - 2BI of [3022] IV 4 HSC-3-75cd 26 t�f 4 HSC-2-75cd 2B t�f4 HSC-1-75cd MD L )B SOM [3023/ PHASE 2 PHASE 3 LEGEND PACP GAP STU CRX FRCM MDL FLAGNOTES INSTALL FRCM MODULES INSIDE MANUAL RELEASE STATION & ABORT STATION ENCLOSURES. DO NOT USE KNOCKOUTS AT THE BOTTOM OF THE PANEL. THIS SPACE IS RESERVED FOR BATTERIES, WIRE LEGEND A = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, BELDEN 9574/WPW 975 FOR SIGNALING LINE CIRCUITS, ADDRESSABLE LOOP OR NON -SHIELDED BELDEN 9571 B = SINGLE CONDUCTOR 16 AWG, THHN (IN A POWER LIMITED CIRCUIT). C = SINGLE CONDUCTOR 12 AWG, THHN. D = 2 CONDUCTOR, POWER LIMITED FPL TWISTED, SHIELDED 18 AWG SOLID, 120 OHM (BELDEN 9860, 16 AWG) FOR ANNUNCIATOR CIRCUITS NOTE: FPLR CABLE MUST BE USED FOR RISERS PER NEC ARTICLE 760 INSTEAD OF FPL CABLE. PRE -ACTION & FM -200 CONTROL PANEL GRAPHIC ANNUNCIATOR PANEL SUBSCRIBER TERMINAL UNIT SMOKE SENSOR (P=PHOTO, 1=IONIZATION, D=DUCT) DUCT SMOKE DETECTOR MANUAL RELEASE STATION ABORT STATION HORN/STROBE BELL DISCHARGE STROBE CONTROL RELAY (X=SEOUENTIAL NO,) FAST RESPONSE CONTACT MONITOR SYNCHRONIZATION MODULE SRM SOM R2M ARM POS 0 SOL APS LPS TS [ xxx SOLENOID RELEASING MODULE SUPERVISED OUTPUT MODULE DUAL RELAY MODULE AGENT RELEASING MODULE PRESSURE OPERATED SWITCH SPRINKER RISER (WET OR PRE -ACTION) SOLENOID ALARM PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) LOW PRESSURE SWITCH (PRE -ACTION SPRINKLER SYSTEM) TAMPER SWITCH DEVICE ADDRESS DAMPER MOTOR REV. # DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S,E. 30th, BELLEVUE, WA, 96005 (425) 641-2127 FAX (425) 552-6562 DRAWN BY: FTG DATE; 08/11/00 PROJECT MGR: RMM APPROVED BY; BVH NETSTREAM TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 00-1933 SHEET; 3 OF 7 DRAWING NO.: 2133-03 ALARM - TO BUILDING FIRE ALARM BY SITE ELECTRICIAN TROUBLE 0 P1 @+ 24V Q 24V Q+ BAT 0 BAT tr 0 PANEL CONTACTS (NOT CRM4 CONTACTS) F1 P2 SUPRV_ ALARM L ROUBLE N.O. HELD CLOSED PANEL MOUNTED CRM4(s) REFER TO WIRING DIAGRAM THIS SHEET. 7.5A FUSE 15A FUSE TP1 TP2 nn GND 24V F2 TP3 101 BATT TP4 101 LOOP VOLTAGE (BLACK) 0 Protection Systems O PRE -ALARM WARNING O FIRE ALARM O SUPERVISORY O TROUBLE RESET ABCD 1 MNOP 4 YZ 7 ALARM SILENCE EFGH 2 ORST 5 SPECIAL 1 8 O AC POWER O ALARM SILENCE O SUPERVISORY SILENCE O TROUBLE SILENCE ACK 1JKL 3 UVWx 5 SPECIAL2 9 SIIECIAL3 0 DRILL F1 F2 F3 ESCAPE STEP (HELP) F4 F5 F6 ENTER 0 RESET SWITCH LOCATED BELOW SYSTEM DISPLAY. (RED) (RED) (RED) SECONDARY X -FORMER 120VAC (P/N 02-3936) PRIMARY U m W 1_ s (GREEN) 1 GROUND TO CABINET STAND-OFF (YELLOW) 12V/17 AH BATTERY 12V/17 AH BATTERY SUPERVISED BATTERIES (2) 24VDC © 12V-17 AH MAX. CHARGE CURRENT 3A MAX. DISCH. CURRENT 15A F3 F5 F4 2A FUSE 2A FUSE 2A FUSE SUPPLEMENTARY LOOP MODULE SLM 10-2203 Z0 -O O + O <_J + +0 Z -0 -0 Q 00 +0 J + +0 BLAT1 W p J m Q Z AUDIBLE CIRCUITS S W 1 CSJ w m 0 AUXILIARY POWER NOTIFICATION CIRCUITS P4 4859 4859 RES 0 RES 0 GRAPHIC ANNUNCIATOR TO COLOCATE 113 ADDRESSABLE DEVICES 000 24VDC P2 J1 J2 0-2250 (CHEETAH A R T H Rx TERM 0000 RS -485 P1 P3 RS -232 RS -232 2COM4VIN 256 LEDs MAX 54IN 0 COM - 240UT (+}—•' c0M 0 5VOUT 00 CON Q 10-2085 GRAPHIC MICRO BOARD AUX() AUX@+ AUX Q AUX9 P5 P6 -0 + +0 -0 +0 + +0 P7 P8 + +0 +0 +0 P9 CONTACT RATINGS: 2A © 30VDC 0,5A © 110VAC Ham--moi--� SUPERVISED POWER INPUT PNL _, CIRCUIT 120VAC ® 2A 50/60 HZ PRE -ACTION WATERFLOW PRE -ACTION SUPERVISORY DUCT DETECTOR SUPERVISORY P41 Om C NC NO RELAY 1 C NC NO RELAY 2 C NC NO RELAY 3 C NC NO RELAY 4 NON -POWER LIMITED CRM -4 RELAY MODULE (P/N 10-2204) 00..0000.0 CRM4 WIRING DIAGRAM NOT TO SCALE — TO BUILDING FIRE ALARM BY SITE ELECTRICIAN TO COLOCATE #2 POWERED DEVICES TO COLOCATE #3 POWERED DEVICES TO COLOCATE #2 ADDRESSABLE DEVICES SLC LOOP TO {+ NEXT DEVICE 10 2) SS SS ANALOG PHOTOTELECTRIC SENSOR (P/N 63-1021) WITH 6" BASE OR ANALOG IONIZATION SENSOR (P/N 67-1032) WITH 6" BASE (TYPICAL) 909000 Z Z F5 Q m N 0 O O Z Z () 0 v7 FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) NOTE: WIRING 1S -TYPICAL FOR ALL DEVICES, ACTUAL SEQUENCE OF DEVICES IS SHOWN ON THE RISER DIAGRAM. CHEETAH SYSTEM WIRING DIAGRAM NOT TO SCALE Z Z 15 a m 0 0 0 0 Z Z • N 0 to FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) 120VAC (BY SITE ELECTRICIAN) I-� -J w CO ,k3fx m� N 0 to ct O' z 2wQ U 0 �_ cc) 0 090900 0 0 0 Q m 0 z z N N FAST RESPONSE CONTACT MONITOR MODULE (P/N 55-020) 90 100 A0B0C® 24V t 120 VAC 220/240_ VAC DUCT DETECTOR N. SUPERVISORY TROUBLE 3 14 A 4 CONTACT CLOSES IN ALARM 1i) 5 N.0 Z ZD D > > 0 0 N N N N 1- 1- 0 0 SUPERVISED OUTPUT MODULE (P/N 55-021) O ? O ( 0) 0) z N TO A/C UNIT STOP CIRCUIT BY SITE ELECTRICIAN DH 1 00ACDC DUCT SMOKE DETECTOR SYNC MODULE (MDL) (+) HORN CTL (-) (+ZONE 1 ZONE 2 0(-) O(+) SLAVE IN 0(-) (+ Z 1 (- (+)0 Z 2 (-)0 (+)0 TRBL (-)0 (+)0 SLV ()o - 10K EOL WHERE SYNCHRONZATION IS NOT REQUIRED USE DETAIL SHOWN AT LEFT. 00000 I- I- • > > > O O 0 0 N SUPERVISED OUTPUT MODULE (P/N 55-021) O - ? O z Ul V) SHUTDOWN 120VAC HOT EXH FAN 120VAC SWITCH LEG DAMPERS 120VAC SWITCH LEG 120VAC HOT AUX 24VDC TO NEXT DEVICE (-) REQUIRING POWER r 0 0 0 0 0 0 NC C NO NC CNO MR -201/C 0 24 120 240 0 0 0 (+) CTL RELAY CR -X 2.21( - WHEN ONLY ONE TANK IS CONNECTED INSTALL THE END OF LINE RESISTOR HERE. AGENT RELEASE MODULE 2.7K EOL 0 9 0 RED 0 BLUE YEL , ©' O GRN __,/ RED 0 9 0 BLUE YEL O GRN / 0 Mat 0 0 0 1- 0 X 0 00 0 0 AUX- OUT + 1 J O J O SOLENOID RELEASING MODULE 55-022 SRM � O 0 0 0 0 UZ z z 0 9 0 0 m 0 0 0 0 0 N 0 0 0 0 0 0 Z C) Z Z 0 Z 55-023 R2M 1- 0 0 1/) 0 to z (11i 0) z 0�9 0 0 TO TANK AGENT RELEASE MODULE 2.7K EOL 0 9 0 RED 0 BLUE YEL , O O GRN __,/ 0 9 TO PRE -ACTION SOLENOID m 1- 0 0 O 0 0 0 0 0 4- 0 x AUX- OUT co O Tn m -J O In SOLENOID RELEASING MODULE 55-022 SRM D 1- 0 0 (1) 1- 0 z O z 0) 9 0 9 TO TANK REV. # DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S,E_ 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH NETSTREAM TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. R IS SUBMITTED IN CONFIDENCE AND ILS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB No.: 00-1933 SHEET: 4 OF 7 DRAWING NO.: 2133-04 (B` 1 3 ■J BATTERY ROOM 421 EQUIPMENT ROOM 1 420 - Y ron 1' 1/2" SPRINKLER VALVE RM 422 19" ELEC. ROOM F407 STAIR>lVAY F403 LOBBY F402 --- TELE/DATA F409 J 20" 'Srt' 1 k'f Ir k:1 CO -LOCATION ROOM #1 I 423 I 132" 14" 1„;Q m WOMEN F406 ID MEN F405 400 VACANT AREA 450 CO -LOCATION ROOM #2 425 T (K 15'11" ELEC. ROOM F408 J 1 OPEN OFFICE 441 I OFFICE 437 434 F404 CO -LOCATION ROOM I 427 I 22" - IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' F TK6 1 <IT./BREAK RM. 432 430 WAITING 431 OFFICE 436 11 CONF. ROOM 433 4 4 PIPING PLAN SCALE: 1/8" = 1'0" B� c E REV. # DESCRIPTION DATE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 & PRE -ACTION DETECTION & CONTROL 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 552-6662 DRAWN BY: FTG DATE: 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH NETSTREAM TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC_ IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 0 0-2133 SHEET; 5 OF 7 DRAWING NO.: 2133-05 (O 3" SCH. 40 PIPING, SEE NOTES. 3" VICTAULIC COUPLING SCH 40 70" APPROX. 52" FLOOR 24"0.D.-- 16" 26" P1000 CHANNEL UNISTRUT MOUNTING STRAP (70-1384) STRUCTURAL WALL MOUNTING DETAIL FOR 70-090 1000 LB. CONTAINER NOT TO SCALE 2 -WAY SWAY BRACING SIESMIC BRACING NOT TO SCALE 36" LENGTH MINIMUM 3" VICTAULIC COUPLING SCH 40 49" APPROX. 26" P1000 CHANNEL UNISTRUT FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-083a. 650 LB. CONTAINER NOT TO SCALE PS 651 CHANNEL BRACKET FOR CEILING PIPE SUPPORT 42 1/2" LENGTH MINIMUM 72" MIN 52" AFF / 3 1/2" J - FM -200 1000LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE PIERCED CHANNEL UNI #P2000T PS #P200S 1 5/8 X 1 5/8 X 14GA CLOSURE STRIPS UNI #1184 PS #707 (GALV) 1 5/8" WIDTH SERIES (IF USED) 42 1/2" APROX. -20" 0.D. -6-- 0 20" 21 3/4"--u la NOTES FOR FM -200 SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER, NOT CUT LENGTH. 2. NODE POINTS REFER TO FM -200 FLOW CALCULATION PROGRAM. 3. DIMENSIONS NOT FOR FABRICATION. 4. PIPE GRADES & TYPES SHALL BE IN ACCORDANCE WITH NFPA 2001 TABLE A -2-2,1(a) (for threaded connections) OR TABLE A -2-2.1(b) (for rolled groove or welded connections) AND TABLE A -2-2.1(c) FOR ALL TYPES OF CONNECTIONS. 5. PIPE SIZES 3 IN, TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 6. COUPLINGS FOR SIZES 3 IN. AND 2 1/2 IN. SHALL BE VICTAULIC® STYLE 77 OR GRUV-LOCK STYLE 7001. NO ALTERNATES ACCEPTABLE. 7. FITTINGS TO BE GROOVED TYPE LISTED) AND OF THE SAME MANUFACTURER AS THE COUPLINGS. ALL FITTINGS SHALL BE CLASS 300 MALLEABLE OR DUCTILE IRON, 8. GROOVED FITTINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL 9. GASKET MATERIAL FOR ALL GROOVED FITTINGS SHALL BE EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS, 10.2 REMOVE ALL EXCESS LUBRICANTS. 3" VICTAULIC COUPLING, SCH 40 P1000 CHANNEL UNISTRUT FLOOR }/- STRUCTURAL WALL MOUNTING DETAIL FOR 70-086, 375 LB. CONTAINER NOT TO SCALE FLAT PLATE FITTINGS UNI #P1380A PS #PS750 FOUR HOLE CORNER CONNECTOR ANGULAR FITTINGS - 2 & 4 HOLE UNI #P1546 (2 HOLE) PS #PS781-45 (4 HOLE) 45 DEGREE 90 DEG ANGULAR FITTINGS UNI #P1325 PS #PS607 CYLINDER STRAP PROVIDED BY FIKE NOTES 1, HEX HEAD CAP SCREWS (32 MIN) UNI #HHCS037125EG PS #6024 3/8" X 1 1/4" 2. CLAMPING NUT WITH SPRING (32 MIN) UNI #P1008T 3/8" PS #PS TG 3/8" 3. BOLT FRAME TO SLAB (4 PLACES MIN) 4. BOLT FRAME TO WALL 4 PLACES MIN) REV. # DESCRIPTION DATE -- 26" i / 1/2" WELDOLET 1/4" PIPE PLUG 1 - 36" LENGTH MINIMUM El CD 10, 11, 12. 13. 14. 15. -1-/2 x 1 /4" PIPE FITTINGS 2 IN. AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE, (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED MALLEABLE STEEL. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL OIL, CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NFPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3. FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 40PSI FOR 10 MINUTES. PLUG NOTE: A PIPE PLUG MUST BE INSTALLED WITHOUT EXCEPTION_ THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THE PRESSURE OPERATED SWITCH IS CONNECTED. 6" 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 ON OR POS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 3" x 2" REDUCER NTO PIPING NETWORK WELDOLET N FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 42 1/2" LENGTH MINIMUM 52" MIN 26" 5 3/8" f---- 21 3/4" -- El 180' 2" NOZZLE AREA 2.4378 P/N 80-066-5312 I-- 30" LENGTH MINIMUM "5'10" PIPING ISOMETRIC TANK 2. 1000LB. CONTAINER 36" LENGTH MINIMUM 46" MIN 20" AFF 5 3/8" 312" NOT TO SCALE FM -200 650LB CYLINDER FM -200 375LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA FM -200 Sc PRE -ACTION DETECTION & CONTROL NOT TO SCALE 180' 2" NOZZLE AREA 0.8437 P/N 80-066-3125 INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH I5 INSTALLED IN ITS' PLACE POS SEE DETAIL 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 552-6562 3" x 2" REDUCER 6' 3' 6 1/2" 11 PIPING ISOMETRIC TANK 1, 375LB. CONTAINER NOT TO SCALE DRAWN BY: FTG DATE; 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH NETSTREAM TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC_ IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC, SCALE: AS NOTED JOB NO.: 00 -2133 SHEET: 6 OF 7 DRAWING NO.: 2133-07 i i / 1/2" WELDOLET 1 1/4" PIPE PLUG i \ -1J2 x 1/4" PIPE PLUG NOTE: A PIPE PLUG MUST BE INSTALLED WITHOUT EXCEPTION. THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THE PRESSURE OPERATED SWITCH IS CONNECTED. \TO PIPING NETWORK \ WELDOLET \ FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 3" PIPE 3" PIPE 2 1/2" PIPE b 2" PIPE 2" PIPE 'L. * 6" EJ " 2 1/2" x 2" ® REDUCERS 180' 2" NOZZLE AREA 1.3181 P/N 80-066-3906 2" PIPE 07 180' 2" NOZZLE AREA 1.3181 P/N 80-066-3906 �O b 180' 2" NOZZLE El AREA 1.8987 P/N 80-066-4688 1" PIPE 4 LQ 3"x2" REDUCERS w 1180' 1" NOZZLE AREA 0.4220 P/N 80-063-2210 5'6" 3" x 1" REDUCER 4 2 1/2" PIPE 3" PIPE 2" PIPE ❑6 180' 2" NOZZLE AREA 1.8987 P/N 80-066-4688 r /- 4' 3/4" PIPING ISOMETRIC TANK 3, 650LB. CONTAINER NOT TO SCALE 3" PIPE 2" PIPE 0,0 4" <10'4 180' 2" NOZZLE AREA 1.3181 P/N 80-066-3906 3" x 2" REDUCERS 2" PIPE 180' 2" NOZZLE 1,,1180' AREA 1.3616 P/N 80-066-3970 REV. # DESCRIPTION DATE b 4 2 1/2" PIPE INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE POS SEE DETAIL 3" x 2 1/2" REDUCER 6' 1 4' 3/4" PIPING ISOMETRIC TANK 6, 650LB. CONTAINER NOT TO SCALE 3" PIPE POS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 61 4' 3/4" PIPING ISOMETRIC TANK 4, 650LB. CONTAINER NOT TO SCALE NETSTREAM 12101 INTERNATIONAL BLVD, 4TH FLOOR TUKWILA, WA 4 6' 6" © 180' 2" NOZZLE AREA 1.3616 P/N 80-066-3970 - 3" PIPE 2" PIPE - PIPING ISOMETRIC TANK 7, 650LB. CONTAINER NOT TO SCALE 3" PIPE 3" PIPE ® 180' 2" NOZZLE AREA 1.3616 P/N 80-066-3970 6' 3/4" PIPING ISOMETRIC TANK 5, 650LB. CONTAINER FM -200 & PRE -ACTION DETECTION & CONTROL NOT TO SCALE 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 552-6662 180' 2" NOZZLE AREA 1.7737 P/N 80-066-4531 DRAWN BY: FTG DATE; 08/11/00 PROJECT MGR: RMM APPROVED BY: BVH 180' 2" NOZZLE AREA 1.7737 P/N 80-066-4531 -3"x2" REDUCERS NETSTREAM TUKWILA WA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 00 -1933 SHEET; 7 OF 7 DRAWING NO.: 2133-07 ' I t.4 re r, i ' I ,irr I 'An 4 r'ar.v 4' M.) '01 y, 4, "4 } J M tpiv 41, , ,'' r a'' i or 40 i11 4 ° A, ,,,e " 44 , t 4 " I,' , , a4 rl 'al ^M a^� ,4',--`4, YI,�w ry l,, , rrl4 r w, A,+J P ,+ ! ,I l 4 w 4(4 1 w, 11 r i!" F r 1' w P , , 41 4 4 , b m i.' .4. A� R 14.4 441 a 4444 '14410 01 4, I ! 4 y, I1 u� ) °4^a °4.4 `el/ J ° 1 044, f PP I,A, F I 1 I� , 1Y 1, 1', 4` ,1, " d "44 .4i4'I 'r' (41 ,1,44 'r 4- •'ti 1 Or I� ! rt' '14 1, 4, ,, y ! <.fN , i r y 1 A i a , f 44 ` W. I r 44 .r r .4 4, Vr 1 W ) ) r r A <, 4M rl A4I 4 „ 44 AI 4 ) r W 4 r 7 , a 4 r `t4 o 4 4 A ti 'Note. device shown for identification only ' Devices shown in, gray scale are existing M, System Matrix Function of 1 40 ' Symbols Legend , , m :' E a� a It E CPU Alarm Indication CPU Trouble Indication CPU Supervisory Indication Symbol ' a D ^ QTY r. , Descnption Activate Digital Dialer Alarm from each device 4 - 1 Mounting + + Manufacturer Part J + "4 M� 52 '" 55 1 �' Existing Intelligent Fire Alarm System Control Panel 54 CAB AA Enclosure at 72" to Top 1 Smoke Detectors 4. 4. Notifier AFP -400 + ffP A 4 1 Existing Audible Power Supply Surface Duct Smoke Detectors " + Wheelock PS -1224-8 + " , + 4 Multi Condella Sync Strobe at 15cd with Horn + 2 Gang at 80" to Bottom + + 1 Wheelock NS-24MCW-FW �i Q a 1 Multi CandeUa Sync Strobe of 75cd with Horn ° 2 Gang at 80" to Bottom + 15 0 057 30 0 095 75 0 169 110 0,220 100 ada 0 088 Wheelock NS-24MCW-FW + ® + 1 1 * Strobe 15cd � *k .. * ` w + 2 Gang at 80" to Bottom - 1 4 - r ,,Wheelock RSS-2415W-FW -a..... 4-. 1 Fire Alarm Cable Routed as Open WireSupplied + + + 1 by Others '+ 'Note. device shown for identification only ' Devices shown in, gray scale are existing M, System Matrix Function of 1 40 ' ajglpnY d3Yd CPU General Alarm Relay m :' E a� a It E CPU Alarm Indication CPU Trouble Indication CPU Supervisory Indication Audibles & Strobes Activate ' a D Dampers Close Elevator Alternate Recall 'Elevator Primary Recall Activate Digital Dialer Alarm from each device 4 - 1 Manual'Pull Stations + + r + 52 + 55 54 + 1 Smoke Detectors 4. 4. II + 14 4 4 + Duct Smoke Detectors + + + + + + Level I Smoke Detector + + 1 + + 1 + + Level 4 Smoke Detector + + 15 0 057 30 0 095 75 0 169 110 0,220 100 ada 0 088 4 + I + 1 + Elevator Machine Room Smoke Detector + + + ++ Waterf low + + + 1 '+ + Bpsrv1scry from each dev c ,' Tamper Switchs + + ' + Wheelock Horn Strobe ' Ceiling ' I ' AS -2415C -FW AS' -2430C -FW ' AS -2475C -FW AS -24100C -FW + PIV " + + + + Trouble From each Device Manual Pull Stations + + + + Smoke Detectors ` + + + , RSS-2415C ' RSS-2430C ' RSS-24100C + Ouct,Smoke Detectors + + + + All Automatic Smoke Detectors + + .4 + + Elevator Machine Room Smoke Detector + + + Misc ,f r I + Waterflow ' r + 4. + + Tamper Switchs + + + + PIV + + + 44 4 4 + Audible Circuit+ + + + 1 Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft)(12awg) t EOL Voltage (14awg) ' EOL Voltage (12awg) 12 14 12 6 0 893 E,atern { ACK "Step - 0 550 345 250 85 Signal Silence 0 0 0 - 0 22 38 System Reset — — — — — — — — 2400 — — 00, — i Wire Legend Calculation w' ,, Symbol Description APS -3 Existing MFG Part Number Type of Circuit C 1 pair 14 AWG Fire Rated Cable (FPL) _West Penn 972 Audible (NAC) Circuit II IGCP Budding C APS -5 Level 4 Item Qty Part Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 1 P912-24-8 2 36 N5 -2451V -PW 3 2 R60 -2415W -MR 4 4 4 NS-24MCW-FW 5 1 NS-24MCW-FW 6 1 RSS-24MCW-FW Remote Power &Apply (Existing) Sync Worn Strobe !cd 5'jnc 15cd Strobe Sync Horn Multi Candella Strobe at 15cd Sync Horn Multi Candella Strobe at 75cd Multi Candella Sync Strobe at 15cd Standby Current Total Hours = Alarm Current Total Minutes ia Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0 075000 0 000000 0 000000 0 000000 0 000000 0 000000 0 075000 0 088000 0 063000 0 076000 0.189000 0 057000 0 075000 X 24 (Hours) 3 919000 X 083 (5 Mins) 0 075000 0 000000 0 000000 0 000000 0 000000 0 000000 0 075000 _ _ _ _ 0 075000 3 168000 0 126000 0 304000 0 189000 0 057000 3 919000 1800000 0 325277 2 125277 0 637583 2 762860 5 NAC Circuit Load 81 Voltage Drop Calculation 1 ' APS -3 Existing Cand&Ia Amps Circuit Number r S► 52 55 54 Wheelock Horn Strobe NS-24MCW-FW NS-24MCW-FW NS-24MCW-FW NS-24MCW-FW 15 0 076 30 ' 0.111 75 0 189„.f 110 0 243 II 14 II 4 1 r Wheelock Strobe ' ` WP Strobe ° RSS-24MCW-FW RSS-24MCW-FW 4' RSS-24MCW-FW RSS-24MCW-FW WM3T-24-VFR 15 0 057 30 0 095 75 0 169 110 0,220 100 ada 0 088 I I 1 ' Wheelock Horn Strobe ' Ceiling ' I ' AS -2415C -FW AS' -2430C -FW ' AS -2475C -FW AS -24100C -FW 15 0 104 30 0 148 75 0 299 100 0 333 Wheelock Strobe Ceiling tRSS-2475C RSS-2415C ' RSS-2430C ' RSS-24100C 15 0 083 30 ' 0 126 75 0 260 100 0 300 p R .4 Misc ,f r I V r J ,1 WP Bell DSM sync mod 4 , , 0 030 0 030 Ma 44 4 4 ' ,1 1 1 { 1 Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft)(12awg) t EOL Voltage (14awg) ' EOL Voltage (12awg) 12 14 12 6 0 893 1 064 0893 0 550 345 250 85 180 0 0 0 0 22 38 22 60 22 66 23 48 2400 24 00, , 1 24 00 24 00 044—... —A 41 Or r 4+ � < 4114 (4 AI 1 4 MI 4 4 offf 1)I h 44 I� 44 I 1 44 P'v v+ r r,1 !w 1 DEVICE DESIGNATION LEGEND EXAMPLE: 44, N4-2 4— CIRCUIT 42 LEJ NOTIFICATION APPLIANCE CIRCUIT CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) I' vomormorroamosiormosommovemorromotoomorroioximorroo CLI, ,r t f , 4, , , p .4 r4,�111 l _ N5-4 ENT R 0 1 41 t4' 4 Xd 44 1, Ort P '4.4'4I 4/4 501r 1 44 rA 4a! o' R 4 I w, ,t GENERAL NOTES 1�1 q' , 1 INSTALLATION SHALL BE ACCOMPLISHED IN STRICT1COMPLIANCE WITH NFPA, LOCAL ANO STATE AHJ'S,, NEC, AND CONTRACT DRAWINGS. P 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY IND NOT INTENDED FOR ACTUAL CONDUIT ROUTING i' 3 ALL CONDUIT SIZING AND ROUTING BY ELECTRICALICONTRACTOR PER NEC AND AHJ. 1I ,44 4, THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST 5 VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS 4SCALE AND"PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS 6, FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS i 7, FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL . Q 8 SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-0" OF AIR DIFFUSERS, 9. NFPA 5-3 6 1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER1ti7 AND WILL BE INVOICED ON A TCM BASIS, 14 10 FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS. GROUNDS ANO PROPER END OF THE LINE RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMENTEO AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOli, CHECKOUT 12 A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY,FIELD TECHNICIANS. " 13 AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MAN GER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. la 1A .4,4, 44' *4.4'4'1 14 NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS, SHIELDS SHALL BE TERMINATED AT FACP ONLY "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE NSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO UND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN.' ' 15 MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80” TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER, SEE FLOOR PLANS FOR CANDELA RATIN OF DEVICE BEING INSTALLED 16 AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS GUILTS 2 WEEKS PRIOR TO AHJ TESTS. 11, I SCOPE OF WORK as I ,4.,m , r4 A d 4 F, • 11 I , , i 11441"y 4 w1 � • rt," *•447444 vl"''(4'''14' ir I,, 1 ,4 44 1 Cf F li 0' FFr E l_`'( 115102l N5-4 171-6-711 OF 1 CIFF Ir F dw N5-4 e It 1.31 1 1 IL ===u :,4— N5-4 — 4 ,F1 '114 1 N5-4 EXIST EXIST rTAINV mmLN EXILJ 44.44.4444.40. 61) FLAG NOTES: [1:›- ROUTE CABLE TO APS5 CIRCUIT 4 trt- EXLTT MEN RES TROO' 1 EYhT cop 407' 1 N5-4 T yoov Of to r 1 PARTIAL 4th FLO6R FIRE ALARM 41 flEC ROOM of IT 4.44 A4.404,0004.4404^ ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is sub,iect to errors and omissions which do not authorize violafons of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Wow! Fire Prevention Bureau Date By Please can: 575-4407 and give this job and exact address for shuta down or restoration approval. 40000 II 4 or Aar 0 4.041 EU ite • -13 •c• e4 • CC 0 -J LL Ein 7.7) Cl - al FILE CC CC IL CSCALLASMOTED PROJECT MISER: 856 DRAWN , DESIGNED SEH SEM , SHEET OUTPUT SUMMARY MAIN RELEASIGN CONTROL PANEL (MRCP) TO BUILDING FIRE ALARM PANEL ALARM TROUBLE SUPERVISORY FM -200 DISCHARGE UPS ROOM F110 FM -200 DI ..; 1 'OWER • e0 PRE -ACTION ALARM DC POWER ROOM #1 F112 PRE -ACTION ALARM DC POWER ROOM #2 F111 PRE -ACTION ALARM ELECTRICAL ROOM F113 PRE -ACTION ALARM FIBER TERMINAL ROOM F121 & EQUIPMENT ASSEMBLY ROOM F122 PRE -ACTION ALARM EQUIMENT ROOM F131 & F132 PRE -ACTION ALARM NOC ROOM, A/V CLOSET & CONFERENCE ROOM F211, F208 & F210 - PRE -ACTION SINGLE HAZARD PANEL #1 (SHP1) TO MRCP (UPS ROOM) TROUBLE FM -200 PRE -DISCHARGE SINGLE HAZARD PANEL #2 (SHP2) TO MRCP (DC POWER ROOM #1) TROUBLE FM -200 PRE -DISCHARGE PRE -ACTION RISER MONITORED POINT BY BOTH MRCP & BUILDING FIRE ALARM PANEL WATERFLOW (ALARM PRESSURE SWITCH) SUPERVISORY, LOW AIR PRESSURE SUPERVISORY, TAMPER OTHER EMERGENCY POWER OFF - UPS ROOM CAUSED BY FM -200 DISCHARGE VIA PRESSURE OPERATED SWITCH ON FM -200 PIPING EMERGENCY POWER OFF - DC POWER ROOM #1 CAUSED BY FM -200 DISCHARGE VIA PRESSU • OPERATED SWITCH ON FM -200 PIPING E :SIT R 0 - 1 •' 'OOM 2 CAU' ' BY FM-20DISCHA'G V' P S IP T D WI C •N F - 0' 'IPIN GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (N,E.C.), STATE AND LOCAL BUILDING CODES. 2. NO "TEE" TAPPING IS ALLOWED. ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 3. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. 4. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, RACEWAY, ETC. WITH NON -POWER LIMITED CIRCUITS. 5, ALL FIRE RATED WALL AND/OR FLOOR PENETRATIONS SHALL BE SEALED WITH AN APPROVED FIRE STOPPING COMPOUND. 6. REFER TO THE WIRE LEGEND FOR APPLICABLE CONDUCTOR SIZE AND TYPE. 7. DEVICE POLARITY MUST BE OBSERVED. 8, SIGNALING LINE CIRCUIT (SLC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAMS. 9. SIGNALING LINE CIRCUITS ARE TWISTED PAIR, SHIELDED. SHIELDS SHALL BE GROUNDED ONLY AT THE PANEL OF ORIGIN AND SHALL BE CONTINUOUS THROUGHOUT THE CIRCUIT. THE SHIELDS SHALL BE CONNECTED TO SUBSEQUENT SHIELDS AT EACH DEVICE AND INSULATED FROM ANY GROUND. 10. MARK INCOMING CABLES TO EACH DEVICE W/ BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. 11. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS, (NOT WITHIN 3' OF AIR SUPPLY GRILLES, OR DIFFUSERS). 12. EACH FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL SHALL BE POWERED FROM A DEDICATED CIRCUIT WHICH CAN ONLY BE DE -ENERGIZED AT THE FEEDER PANEL, 13. NO CONDUIT OR CABLE SHALL BE INSTALLED IN THE BOTTOM OF ANY FIRE PROTECTION CONTROL PANEL OR SINGLE HAZARD RELEASING PANEL CABINET. THE BOTTOM OF EACH CABINET IS RESERVED FOR BATTERIES. 14. ALL BACKBOXES. MOUNTING BOXES SHALL BE PAINTED RED, ALL CONNECTION $0X/JUNCTION BOX (NO DEVICE INSTALLED) COVERS SHALL BE PAINTED RED. 15. SLC LOOP WIRING SHALL BE FPL OR FPLP AS SPECIFIED IN THE WIRE LEGEND WITH NO EXCEPTIONS OR SUBSTITUTIONS. 16. THE INSTALLING ELECTRICIAN IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE ALARM SYSTEM EQUIPMENT AT THE RESPECTIVE PANEL. THE FINAL CIRCUITS MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. 17. ALL WIRING SHALL BE IN CONDUIT. CEILING (OPEN OR ATC) A/V OR VISUAL ONLY DEVICES T NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. 90" 80" WARNING SIGN OUTSIDE DOOR DOOR ABORT STATION PULL STATION [0 48" CTL PNL 72" (66" FOR REDMOND) FLOOR EQUIPMENT ELEVATION DETAIL NOT TO SCALE SHP#1 PANEL BATTERY CALCS Normal Operation Controller Current Auxiliary Output 0.090 Amps 0.000 Amps Output Devices Total Normol Current = Ouantity Load/each 0,090 x 24 Hours = 2.16 A -H Bells Horn/Strobes 75cd Horn/Strobes 15cd Discharge Strobes 15cd Control Relay Detectors 2 2 2 0 0.030 0,148 0.078 0.053 0.030 0.050 Output Device Current Alarm Operation 0,030 0.296 0,000 0.106 0.060 0.000 0.492 Amps Amps Amps Amps Amps Amps Amps Controller Current SRM4 Current (0.100 if using SRM4, or use 0.0 for none) 0.090 Amps 0,100 Amps Output Device Current 0.492 Amps Total Alarm Current = 0,682 x 0,166 Hours = 0,11 A -H (10min) Sub -Total = 2,27 A -H Total Power Required = 2.50 A -H Current Supplied Controller Supplied Current Auxiliary In Current Normal Operation (x 1,1 factor) AH required = 2.5 A -H Battery Selected = 7.0 A -H Model: 10-2190-1 Total Current Supplied = 2.600 Amps 0,000 Amps 2.600 Amps SHP#2 PANEL BATTERY CALCS Controller Current Auxiliary Output 0,090 Amps 0.000 Amps Output Devices Total Normal Current = Quantity Load/each 0,090 x 24 Hours = 2,16 A -H Bells Horn/Strobes 75cd Horn/Strobes 15cd Discharge Strobes 15cd Control Relay Detectors 2 02 2 0 0.030 0.148 0.078 0.053 0.030 0.050 Alarm Operation Output Device Current 0.030 0.296 0,000 0.106 0,060 0,000 0.492 Amps Amps Amps Amps Amps Amps Amps Controller Current SRM4 Current (0.100 if using SRM4, or use 0.0 for none) 0.090 Amps 0.100 Amps Output Device Current 0.492 Amps Totol Alarm Current = 0,682 x 0,166 Hours = 0,11 A -H (10min) Sub -Total = 2.27 A -H Total Power Required = 2.50 A -H Current Supplied Controller Supplied Current Auxiliary In Current LEGEND MRCP SHP LCD SMB GAP LDM LDE ®. (x 1,1 factor) AH required = 2.5 A -H Battery Selected = 7.0 A -H Model: 10-2190-1 Total Current Supplied = MAIN RELEASING CONTROL PANEL SINGLE HAZARD PANEL LCD REMOTE DISPLAY SIERRA MONITORING COMMUNICATIONS BRIDGE GRAPHIC ANNUNCIATOR PANEL GRAPHIC ANNUNCIATO LAMP DRIVER MODULE GRAPHIC ANNUNCIATOR LAMP DRIVER EXPANDER SMOKE SENSOR (P=PHOTO, L=LASER) MANUAL PULL STATION MANUAL RELEASE STATION ABORT STATION MINI HORN HORN/STROBE BELL C( CMX CRX MMX 101 A77 SOL REL APS LPS TS WF EU XXX 2.600 Amps 0,000 Amps 2.600 Amps DISCHARGE STROBE CONTROL MODULE CONTROL RELAY (X=SEQUENTIAL NO.) MONITOR MODULE MONITOR MODULE (MINI) END OF LINE RELAY SOLENOID RELEASING DIODE/RESISTOR ALARM PRESSURE SWITCH LOW PRESSURE SWITCH TAMPER SWITCH WATERFLOW SWITCH ISOLATOR MODULE SMOKE/FIRE DAMPER DEVICE ADDRESS FM -200 VOLUMETRIC CALCULATIONS FM -200 FM -200 REQUIRED ACTUAL 529.83LB 533LB 607.53LB 612LB ROOM AREA HT VOL UPS ROOM 11.30.0 13.75 15537.50 DC POWER ROOM #1 1295.7 13.75 17816.01 FLOODING FACTOR 0.0341 0.0341 A J ADDED DC PWR RM FM -200 SYSTEM &, DETECTION. 05/25/00 REV. # DESCRIPTION DATE AFP -400 BATTERY CALCULATIONS STANDBY (QUIESCENT) QUANTITY DEVICE CURRENT DRAW (mA per device) TOTAL (mA needed) ALARM 1 AFP -400 68 DETECTORS, SMOKE 60 DETECTORS, SMOKE (LASER) 19 CMX-2 MODULE 32 MMX-1/MMX-101 MODULE 2 A77 RELAY 9 ISO -X (& Iso bases) 2 CRM-4/CRE-4 1 LCD -80 6 MR -201/C RELAY 4 LDM 2 IDE TOTAL STANDBY CURRENT 225.000 0.200 0.290 0.300 0.300 0.300 0.450 7.000 100,000 0.000 40,000 2.000 225,000 13,600 17.400 5.700 9.600 0.600 4.050 14.000 100,000 0.000 160,000 4.000 553.950 mA QUANTITY DEVICE CURRENT DRAW (mA per device) TOTAL (mA needed) 1 AFP -400 68 DETECTORS, SMOKE 60 DETECTORS, SMOKE (LASER) 19 CMX-2 MODULE 32 MMX-1/MMX-101 MODULE 2 A77 RELAY 9 ISO -X (& Iso boses) 2 CRM-4/CRE-4 1 LCD -80 6 MR -201/C RELAY 4 LDM 2 LOE TOTAL ALARM CURRENT 420,000 0.200 0.260 0.300 0.300 0.300 0.450 137.000 100.000 30,000 56,000 18.000 BATTERY REQUIREMENT CALCULATIONS 24 HRS OF STANDBY 10 MINUTES OF ALARM ADD 30% RESERVE TOTAL AMP/HOURS REQUIRED BATTERIES PROVIDED 25 AMP/HOUR GELL CELL 420,000 13.600 15.600 5.700 9.600 0.600 4.050 274,000 100,000 180.000 224,000 36.000 1283 mA PROVIDED REMAINING 13.29 Amps 0.21 Amps 4,05 Amps 17.56 Amp -Hours 25 7,44 Amp -Hours SHP#3 PANEL BATTERY CALCS - SEE SHEET 9 HVAC & DETECTOR SPACING FOR HIGH AIR CHANGE AREAS NOTE: ALL SPACES NOT LISTED HAVE AR CHANGES BELOW 20 AIR CHANGES PER HOUR (REQUIRED DETECTOR SPACING OF 375SQFT PER DETECTOR OR GREATER). THE MINIMUM SPACING OF ANY DETECTION ON THIS DRAWING IS 250SQFT PER DETECTOR. 1000 900 800 700 600 500 400 300 200 100 Seriesl NFPA 72 5-3.7,6.3 Min/AirChq Air chq/hr Spacing 1 60 125 2 Air 250 3- 20 Required 4 15,00 500,00 5 12.00 625.00 Changes Minutes 750,00 7 Spacing per 875,00 8 7.50 900.00 9 TOTAL per per Air 6,00 No of NFPA72 Table Actual ROOM AREA HT VOLUME CFM Minute Chonge Air Chg/Hr Detectors 5-3,7.6,3 Spacing EQUIPMENT ROOM F132 4608.00 12.25 56448.00 50000.00 0.89 1.13 53,15 36 150 128 UPS ROOM 1130.00 13.75 15537.50 14000.00 0,90 1.11 54,06 10 150 113 DC POWER ROOM #1 1296.00 13.75 17820.00 14000,00 0,79 1.27 47.14 12 190 108 NOC F211 304.00 8,50 2584.00 2500,00 0,97 1.03 58.05 4 125 76 EQUIPMENT ROOM F131 5687,00 12,25 69665.75 50000,00 0,72 1.39 43.06 46 190 124 DC POWER ROOM #2 1068.00 13,75 14685.00 14000.00 0.95 1.05 57.20 10 125 107 NOTE: ALL SPACES NOT LISTED HAVE AR CHANGES BELOW 20 AIR CHANGES PER HOUR (REQUIRED DETECTOR SPACING OF 375SQFT PER DETECTOR OR GREATER). THE MINIMUM SPACING OF ANY DETECTION ON THIS DRAWING IS 250SQFT PER DETECTOR. 1000 900 800 700 600 500 400 300 200 100 Seriesl NFPA 72 5-3.7,6.3 Min/AirChq Air chq/hr Spacing 1 60 125 2 30 250 3- 20 375 4 15,00 500,00 5 12.00 625.00 6 10,00 750,00 7 8.60 875,00 8 7.50 900.00 9 6,70 900,00 10 6,00 900,00 TOTAL ITEM QTY P/N 1 1 BE -400 2 1 CAB -B3 3 1 CHS -4M 4 2 CRM -4 5 2 CRE -4 6 4 BM -1 7 2 ACM -8R 8 2 ABS -8R 9 4 LDM-32 10 6 LDE-32 11 2 CUSTOM 12 1 LCD -80 13 1 ABF -1 14 1 PS25120 15 1 F2-CONTL 16 1 RESETNOFAP 17 68 SDX-751 18 60 LPX -751 19 128 B710LP 20 22 MMX -1 21 10 MMX -101 22 19 CMX-2 23 9 ISO -X 24 6 MR201/C 25 4 P2475 26 4 S2415 27 2 MIZ-24-R 28 2 10-051-R-1 29 2 10-2176 30 2 10-2190-1 31 4 02-3645 32 2 20-110 33 2 F2-BELL30 34 4 02-3710 35 4 02-3643 36 4 F5-MANL 37 4 10-1639 38 4 F6 -ABORT 39 4 02-3646 40 3 10-1641 41 2 A77 -716B 42 3 42650 43 1 70-083A-0533-1031-04 44 1 70-083A-0612-1031-04 45 2 80-066-5469 46 1 80-065-2770 47 1 80-065-3680 48 1 70-083A-0509-1031-04 49 1 80-066-5469 50 1 80-065-2660 BILL OF MATERIALS DESCRIPTION AFP -400 PRE -ACTION CONTROL PANEL CAB -B CHASSIS INCLUDING CABLES & DRESS PLATE CRM -4, RELAY MODULE CRE -4, RELAY EXPANDER MODULE BLANK MODULE ANNUNCIATOR CONTROL MODULE BACK BOX FOR ACM -8R LAMP DRIVER MODULE LAMP DRIVER EXPANDER GRAPHIC LED ANNUNCIATOR PANEL LCD REMOTE DISPLAY FLUSH BACKBOX 2 x 25V 12AH BATTERY PACK SIGN: "FM -200 CONTROL PANEL" SIGN; "TO RESET ALARM GO TO?" PHOTOELECTRIC SMOKE DETECTOR -LOW PROFILE LASER PHOTOELECTRIC SMOKE DETECTOR LOW PROFILE BASE MMX -1 ADDRESSABLE MONITOR MODULE MMX -1 ADDRESSABLE MINI MONITOR MODULE CONTROL MODULE ISOLATOR MODULE CONTROL RELAY HORN/STROBE STROBE MINI HORN SHP - SINGLE HAZARD PANEL SRM4 - AUX. RELAY MODULE BATTERY PACK (7AH) SIGN FOR DISCHARGE STROBE "FLASHING LIGHT MEANS FM -200..." BELL SIGN; "WHEN BELL RINGS FM -200 WILL DISCHARGE?" MANUAL FM -200 RELEASE STATION FM -200 DISCHARGE LABEL FOR PULL STATION FM -200 MANUAL RELEASE SIGN ABORT STATION SIGN FOR ABORT STATION SIGN, "CAUTION THIS ROOM„.". INSTALL ON INSIDE OF DOOR KEYED REMOTE RESET END OF LINE RELAY PRESSURE OPERATED SWITCH 650LB FM -200 TANK WITH 533LBS FM -200 650LB FM -200 TANK WITH 612LBS FM -200 180 DEG 2" NOZZLE 180 DEG 1 1/2" NOZZLE 180 1 1/2" NOZZLE, 650 LB FM -200 TANK WITH 509LBS FM -200 180 DEG 2" NOZZLE 180 DEG 1 1/2' NOZZLE SCOPE OF WORK- PHASE 2 PROVIDE AN FM -200 SYSTEM FOR DC POWER ROOM #2. INSTALL EARLY WARNING LASER VIEW SMOKE DETECTION IN PHASE 2 AREAS (DC POWER ROOM #2 AND SOUTH EQUIPMENT ROOM F131). ALL NEW WORK IS SHOWN IN "CLOUDS". ALL EXISTING STUFF WAS COMPLETED AND SIGNED OFF 5/23/00 UNDER TUKWILA PERMIT#00-F076. BACKBOX/NOTES GRAPHIC ANNUN GRAPHIC ANNUN 4" SO 2 GANG BOX 2 GANG BOX 2 GANG BOX 4" SO 1 1/2" DEEP 4" SO 1 1/2" DEEP GRAPHIC ANNUN 4" SO 1 1/2" DEEP 1 GANG BOX 2 GANG BOX 2 GANG BOX TANK 1 TANK 2 NOTICE A completed, signed, Tukwila Fire epartment Pre-test Certificate must be presented to the Inspector prior to mmencement of Acceptance Testing of ny Fire Alarm and Detection Systems. Failure of test will result in $40 Re- inspection Fee and termination of th0 testing. SCOPE OF WORK -PHASE 1 (COMPLETED) PROVIDE AN FM -200 SYSTEM FOR THE UPS ROOM, DC POWER ROOM #1, AND PRE -ACTION SYSTEM FOR THE FOLLOWING ROOMS: 1ST FLOOR: -UPS ROOM [F110] -DC POWER ROOM #1 [F111] - DC POWER ROOM #2 [F112] - ELECTRICAL ROOM [F113] - FIBER TERMINAL ROOM [F121] -EQUIPMENT ASSEMBLY ROOM [F122] -EQUIPMENT ROOM 2ND FLOOR: - NOC ROOM [F211] -A/V CLOSET [F208] - CONFERENCE ROOM [F210] PRE -ACTION RISERS WILL BE MONITORED BY THIS SYSTEM AND THE BUILDING FIRE ALARM SYSTEM (NOT PART OF THIS DRAWING). ALL OUTPUTS TO BUILDING FIRE ALARM SYSTEM WILL BE DUPLICATED AT ALERTON MONITORING SYSTEM, MFG NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER GEMCOM NOTIFIER NOTIFIER NOTIFIER ALPHA OMEGA ALPHA OMEGA NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER NOTIFIER FIKE FIKE FIKE FIKE FIKE ALPHA OMEGA FIKE FIKE ALPHA OMEGA FIKE ALPHA OMEGA FIKE FIKE NOTIFIER ANSUL FIKE FIKE FIKE FIKE FIKE FIKE FIKE FIKE CCE Without Comments As Noted In Red Per The 7 ttached Letter These plans have been re viewed by The Tukwila Fire Prevention Bureau for con.°ormance with current city standards. Acceptance is subject to errors and omissions which do not aLthorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests btally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drav"ings forsubsequent approval. Final acceptance is subjec to field test and inspection by The Tukwila Fire Preventic n Bureau. 11 t i).+tayy Rd S v Se116th 3t 16(tvSti AT Lthei•n 4th St "7 --per i3 1020u*t1 I_ L1.D- rir �'.' \ r01 •(-rt l 0 0 10 20 30 40 50 AirChg/Hr 60 70 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 1 o- and exact address for shut- down or restoration approval. 1.6,S1 ik E S1 7 1.h St FLE ISI I''ti \`, 1 �I LOCATION MAP ZAMA NETWORKS 12101 PACIFIC HIGHWAY ,SOUTH TUKWILA, WA 98168 FM -200 & PRE -ACTION DETECTION Sc CONTROL SYSTEM DRAWN BY: FTG DATE; 02/11/00 ZAMA PROJECT MGR: RMM BILL OF MATERIALS, CALCS AND DETAILS 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 APPROVED BY: RFV THIS INFORMATION IS THE PROPERTY OF FIRE CI -REF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY. INC. SCALE: AS NOTED SHEET; 1 OF 11 JOB NO.: 99-2430 DRAWING NO.: 243001A 74.11 JUN 2 6 2000 U ID EMOVE XISTING NOT REQUIRED PRE -ACTION SYSTEMS EQUIPMENT ROOM (ZONE 1) rM118 119 120 [M121 IMMX 3 J MMX CMX MMX APS LPS SOL TS DC PWR RM #2 (ZONE 4) (M130 M131 M132 M 133 /MMX JMMx JCMX JMMX APS LPS SOL TS UPS ROOM (ZONE 2) rM122 M123 M 124 [M125 /MMX MMX APS LPS CMX MMX SOL TS ELECTRICAL ROOM (ZONE 5) [M134 [M1,35 [M136 [M137 MMX MMX APS LPS CMX MMX SOL TS DC PWR RM #1 (ZONE 3) rM126 127 f28 [M129 IMMX MMX APS LPS CMX SOL MMX TS FIBER TERMINAL & EQUIP ASSY RMZONE 6 M138 [M139 [M 140 [ M141 MMX MMX CMX MMX APS LPS SOL TS 8 _f__y� RU -161j CR5 [M143 CMX CR2 CRU -13 [M117 C rr5, #1 [0'155 M104 101 M105 101 [M106 101 KOS [M 07 CMX [M108 CMX + k. [0154 JL 0 164 [0-1659 + [D 17# L H6-75cd H3-75cd D/C POWER S1-15cd S3 -15c 56-15cd rM109- r D/C POWER RM #1 P12 1 { CRU -14 [M116./ARM 2 [D -i80 rfu111 J 101 M 01 M1131101 KOS 112 [M114 JCMX [MI 15 iCMX, MMX POS [01687 [0177 [0179L MMX POS [� 184 [D187 JTURE ELECT RM S4-15cd [0181 [0183 H4-75cd T T 7- _L. - ID _L.D00 _ EQUI ASS MENT MBLY -r 1 - T - T - [all. CRU -'i MP; UP 18" [0138 HALLWAY F101 194 LRAMP UP 8,[01951P [0(g) SECURE EQUIP RM F 13 2 ( N E 1 E 1 E 1 0I 2° ti I I I I E 1 F -I L 2 [ 208 E L E 1 f 2 E L,. 620 F -I 01:9 0197 P _ .L CRU—] J _ CRU -4 J_ 1 . _ .L . CRU -3 L .J_ . -L-J. .L. OUIRMENT RM F132 [. 09 L / i D2 1 / 21 /J1: _[1)1213 / • . \ v [021' P Z7 022s J ✓ \L IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' FLAGNOTES 1ST FLOOR GRAPHIC ANNUNCIATOR PANEL, COORDINATE WITH SITE ELECTRICIAN & GENERAL CONTRACTOR FOR EXACT LOCATION. THE ELECTRICAL ROOM [F113] WILL REMAIN UNCHANGED FOR PHASE 2. THE EXISTING J -BOXES SHALL BE LEFT IN PLACE FOR POTENTIAL FUTURE USE. NEW EARLY WARNING LASER VIEW SENSORS SHALL BE INSTALLED IN EXISTING J -BOXES AND CONNECTED TO FXISTING WIRING THROUGH THOSE BOXES INSTALLED DURING PHASE 1 (TYPICAL 26 PLACES). TRUE CEILING HEAD 4" SQUARE BOX BASE INSTALL 2 ISOLATOR MODULES AS SHOWN ON THE ONE LINE TO ISOLATE THE SPRINKLER RISER ROOM. CEILING DETECTOR MOUNTING DETAIL NOT TO SCALE FM -200 & PRE -ACTION SYSTEM DETECTION SCALE: 1 /8" = 1'0" A ADDED DETECTION & FM -200 IN pC ;PWE3 ,RM #2 _0,6/26/00 REV. # D 'a IOTIaN DATE ZAMA NETWORKS 12101 PACIFIC HIdHWAY SOUTH TUKWILA, WA 98168 FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM 1st FLOOR 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 552-6662 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EOUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EOUIPMENT COMPANY, INC. SCALE: AS NOTED JOB No.: 99-2430 SHEET; 2 OF 11 DRAWING NO.: 243002A BREAK ROOM NOC, CONFERENCE ROOM & A/V CLOSET PRE—ACTION SYSTEM (ZONE 7) 1 HALL r2 UNFINISHED AREA MMX MMX CMX APS LPS SOL OFC -3 F207 HALL F20 NO ••ROOMI 1- 41)2)9 ONFERENCE F210 TEMPORZFRY STORAGE F2231 [M206 MMX, [M207 CMX GAP MRCP -'- -r OPEN OFFICE AREA F230 UNFINISHED AREA IF232 IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1 ' 2' 4' 6' 8' 10' FLAGNOTES VERIFY LOCATION OF ALERTON SYSTEM POINT OF CONNECTION, WIRING FROM MRCP TO SIERRA MONITORING BRIDGE TO ALERTON SYSTEM BY ATS. APPROXIMATE LOCATION OF GRAPHIC ANNUNCIATOR PANEL (GAP) DETERMINED AT 2/15/00 COORDINATION MEETING. COORDINATE WITH SITE ELECTRICIAN AND GENERAL CONTRACTOR FOR FINAL LOCATION. • A NO CHANGES THIS SHEET b:} l cs ', +. ° • 05/25/00 DESCRIPTION ZAMA NETWORKS 12101 PACIFIC HIdHWAY SOUTH TUKWILA, WA 98168 FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM DRAWN BY: FTG DATE; 02/.11/00 PROJECT MGR: RMM 2ND FLOOR 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6562 9-2430 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SHEET; 3 OF 11 DRAWING NO.: 243003A TROUBLE MAIN RELEASING CONTROL PANEL (MRCP) FM -200 & PRE -ACTION CONTROL AUX 24VDC1:: SLC# 1 (RETURN) A -� B -11 SLC#2 A - [M206JIMMX SLC#2 (RETURN) A -� AUX 24VDC 2 B ALARM TROUBLE P P1,01.1, P [0103) P [0105] P [0107] ..P [0114 J P [0120) L [0121) P [0122] [0126 J [01281 OP [0130] [0132 J -P [0134 ] P [0136] 1 /D1381 -P [0140 ] OP OP [D1421 [D 144 1 4116.. [0145] [0146 ] P [0147] P [0148] SUPERVISORY FM -200 DISCHARGE—UPS ROOM FM -200 DISCHARGE—DC POWER RM #1 ALARM—UPS ROOM SINGLE HAZARD PANEL ZONE 1 UPS ROOM (SHP #1) t�tt .. H -75cd H —75cd ALARM—DC POWER ROOM #1 ALARM—DC POWER ROOM #2 SHUTDOWN SHUTDOWN CRU -11 CRU -12 120VAC POWER 2SC & 1 SD BY SITE ELECTRICIAN S1-15cd S2-15cd ARMI TANK 1 2ND ALARM SINGLE HAZARD PANEL ZONE 3UPS ROOM (SHP #3) 2SB 2SB 2SB SHUTDOWN SHUTDOWN RU -15 CRU -16 ALARM—ELECTRICAL ROOM FUTURE 1ST ALARM 2SB - SA 1 SA-, S5-15cd S6-15cd ARM TANK 1 2ND ALARM 1ST ALARM ALARM—FIBER TERM Sc EQUIP ASSY ROOMS ALARM—EQUIPMENT ROOM ALARM—NOC, A/V CLOSET & CONF ROOM FM -200 DISCHARGE—DC POWER RM r L ( ©L �P ©P 0L ©L [0149] 1 [M10211 [0150110151 ][0152 j 14103J [01531.0154j --J TO BUILDING FIRE ALARM PANEL - VIA BFAP MONITOR MODULES RS -485 E r ._ - - J I--�120VAC BY SITE F1 ELEC ISMBI-TO ALERTON SYSTEM BACNET/ETHERNET (BY ATS) 2ND FLR GRAPHIC B LDM LDE LDE LDM LDE 2nd FLOOR 1 1 1 1 ® I 11111111111111 J _J AUX 24VDC, B -4 1ST FLR GRAPHIC LDM LDE LDE ILDM LDE RS -485 (RTN) L_ 1 1 1 1 j- 2C & 1D 2nd FLOOR FLAGNOTES 1 ® 1 120VAC POWER BY SITE ELECTRICIAN L 1 1 1 1 r —J J TROUBLE PRE—DISCH CLOSE FSD-2 &13 CR4 SHUTDOWN CRU -13 ICR51 B P I L L 1 QP [0166/ 1 [0167] [0168] I [M14311 [0169] [0170] L J L r L [0171.1 P [0172] L [0173] P /0174] 2SB - 2SB 2SC & 1 SD 120VAC POWER BY SITE ELECTRICIAN SINGLE HAZARD PANEL ZONE 2 DC POWER ROOM#1 (SHP #2) L [0175] P [0176] TROUBLE PRE—DISCH 101 101 [M111] [M1121 2SB1 2SB 1 2SB-11 2SB 1 SA -� SA1 IB ©L 0161] B H.,-75cd H [M144] [M 145 ] —75cd S3-15cd S4-15cd IARM TANK 2 2ND ALARM 1ST ALARM I [M113] 1 L — — J [M114] [M115J [[M116JJ P [0177/ L [0178/ [0179] ALARM SAPS LN LOWAIR PRE -ACTION TAMPER PRE -ACTION LOW AIR PRESSURE PRE -ACTION WATERFLOW PRE -ACTION ZONE 2 PRE -ACTION SIMILAR TO ZONE 1 ZONE 1 SYSTEM 1 1 PIPING TO BUILDING FIRE ALARM PANEL VIA BFAP MONITOR MODULES (BY BUILDING FIRE ALARM INSTALLER) PRE -ACTION ZONE 3 SIMILAR TO ZONE 1 1 PRE -ACTION ZONE 4 SIMILAR TO ZONE 1 PRE -ACTION ZONE 5 SIMILAR TO ZONE 1 1 PRE -ACTION ZONE 6 SIMILAR TO ZONE 1 SHUTDOWN CRU -14 P [0180] 1 [M117j1 J I [M118] [m119,1 r[MI2OJI [M1211 MMX MMX 00221 [M1231 I [M124]1 [M1251 1 P [0181 ] _. ...... ,,,u,�a ,,7L/L] Wiul.1 tA�,►:� Id111�1/:/ [M126] [M1271 r[M128 j1 [M129] [M1301 [M131 J [M13211 [M1331 [M134] [M135] [M1361 i [M137] [4138] 14139.1 r!M14O j 1 L J I [M141 ] 1 [ 4114 2] J L J L J L J L J L L [0182] L [0183] P [0184] P 10186 ] J L P [0187] P [0190] P [D191) L [0192.1 P [0193/ L [0194] P [0195/ L [0196] P [0197] L [0198] P [0199] [0208] [0209] [0210] [0211) [02211 SLC;2 RETURN 1 ® 1 ® 1 ® 1 ® 1 ESIMIIII 1 2nd FLOOR ® 1 ® 1 OU 1 ® 1 ® 1 )® 1 ® 1 _® 1 ® 1 ® 1 1 ® 1 ®® 1 ®O 1 1111111111111 INSTALL MMX -101 MODULE IN SAME BACKBOX AS THE DEVICE BEING MONITORED ISOLATOR MODULE (NOT SHOWN ON FLOORPLANS). MUST BE INSTALLED AT LEAST EVERY 25 DEVICES, IF WIRING SEQUENCE DEVIATES FROM THAT SHOWN ISOLATOR MODULES MAY HAVE TO BE RELOCATED. THE 2N0 FLOOR IS TO BE T -TAPPED AT THE INPUT OF THE ISOLATOR MODULE. THE OUTPUT OF THIS ISOLATOR CONTINUES ON THE 1ST FLOOR, P -L AUX 24VDCJ2 B X228 ] [0229 ] [0230] [ 0231 ] 11111111111111 1 1® 1 ® 1 ® 1 ® 1 ® 1 PRE -ACTION ZONE 7 SIMILAR TO ZONE 1 1 B-� MMX B-� B N 1 1nA B r-IBH., ' I [0232] [0233] [M201] [M202] 1 [M203] 1 [41204 j 1 [M2051 ® 1 ® 1 O 1 ® 1 B® 1 ® 1 ® 1 ® 1 ® 1 ® '1 ® 1 ®SII 1 ® 1 M0 1 ®® 1 ® 1 ® 1 MIMS A ADDED SHP#3 & LASERVIEW DETECTION IN DC PWR #2 05/25/00 REV. # I DESCRIPTION DATE 1 111111E111 1 ® 1 ®/ 1 ® 1 ® 1 ® 1 BUM= 1 ® 1 MIMI 1 O ZAMA NEIWORKS 12101 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 1 1 J NOTIFIER SYSTEM WIRE LEGEND A SLC CIRCUITS: 18AWG FPL TWISTED PAIR (LOW CAPACITANCE), B AUX POWER & NOTIFICATION CKTS: 16AWG FPL TWISTED PAIR. C POWER TO PANEL: 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS, D GROUND TO PANEL: 12AWG SOLID DEDICATED GROUND 1N CONDUIT TO BUILDING GROUND BUS, E EIA -485 ANNUNCIATOR CIRCUIT: 18AWG TWISTED SHIELDED PAIR WITH A CHARACTERISTIC IMPEDANCE OF 120 OHMS MINIMUM. FM -200 & PRE—ACTION DETECTION & CONTROL SYSTEM ELECTRICAL ONE LINE DIAGRAM LSP [0223] SHP SYSTEM WIRE LEGEND SA SB SC SLC CIRCUITS: 18AWG FPL TWISTED PAIR (LOW CAPACITANCE). AUX POWER & NOTIFICATION CKTS: 1 6AWG THHN SINGLE CONDUCTOR. POWER TO PANEL 14AWG TWN OR THHN IN ACCORDANCE WITH BUILDING REQUIREMENTS. SD GROUND TO PANEL 12AWG SOLID DEDICATED GROUND IN CONDUIT TO BUILDING GROUND BUS. 13300 S,E. 30th, BELLEVUE, SIA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BYt RFV ZAMA THIS INFORMATION 15 THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED SHEET: 4 OF 11 JOB NO.: 99-2430 PREALARMI WARNING J BOTH ON C:311x OFF m2 ®J eo5 110 6 Lal ®6 OFF -EIA-485 IN -EIA-485 OUT +EIA -485 IN +EIA -485 OUT SYS COMM OUT SYS COMM IN +24V OUT +24V IN 120VAC (BY SITE ELECTRICIAN) TURN SWITCH 4 ON TO DISABLE: ACKNOWLEDGE, SILENCE AND RESET FUNCTIONS R120 RESISTORS (PROVIDED) 7 6 5 4 3 2 1 EDI Ell 113 Ell TERMINATE SHEILD HERE ZAMA ALERTON SYSTEM BACNET/ETHERNET SIERRA MONITOR BRIDGE (DETAILS PENDING) }24VDC POWER CIRCUIT 2, SEE RISER DIAGRAM FOR CONNECTION POINT LCD -80 DISPLAY ENTRANCE 0 0 0 ❑ CPU POWER 00000000 000 TX RX REF PRINTER 000 TX RX REF PC/TERM. 04) RS485 RS485 + - + - IN OUT 00 SLC LOOP #1 -c SLC LOOP #1 HST PANEL: GROUND CIRCUIT: l NEUTRAL 120VAC POWER - 24VDC POWER TO EQUIPMENT ON LOOP 1 14206j (-)9 (+) ADDRESS m LOOP (+)O (-) YEL VIO REDVIA SLC LOOP #1 RETURN SLC LOOP #2 00000 B+ A+ B - SLC 1 w U= w 00 SLC LOOP #2 RETURN TERMINATE SHIELD HERE B+ A+ B- A - SLC 2 le - w CC TB1 TB2 TB3 TB4 TB5 TB6 o=== ===0 11===o4===0 AC POWER FIRER ALARM ACKNOWLEDGE STEPDISPLAY v 0 O m © 1=== O SECURITY ALARM 0 mo SUPERVISORY SIGNAL ALARM ACTIVATE HOLD 2 SECONDS 61136 ® o m O ® ® ml ® o O = O O O SYSTEM TROUBLE SYSTEM RESET ® e DISABLED POINTS ALARM SILENCED LAMP �; TEST o®o.� e ® m ® o © ® ® m m m ® o j 0 AFP -400 INTELLIGENT FIRE DETECTION AND ALARM SYSTEM NOTIFIER SHRINK WRAP SHIELD DRAIN WIRE AND FOIL. THE SHIELDS SHALL BE ISOLATED THROUGHOUT THE SLC LOOP. THE ONLY CONNECTION POINT SHALL BE AT THE PANEL AS SHOWN BELOW. THE SHIELD SHALL BE CONTINUOUS THROUGHOUT THE LOOP. CONNECT DRAIN WIRE TO NEGATIVE (-) SIDE OF THE SLC LOOP. DO NOT LET THE SHIELD DRAIN WIRE OR FOIL TOUCH THE SYSTEM CABINET. 1 SHIELD TERMINATION NOT TO SCALE MRCP CPU NOT TO SCALE A REVISED CONNECTIONS TO LCD -80 PER FIELD NOTES 06/25/00 REV. # DESCRIPTION DATE ZAMA NETWORKS 12101 pACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 24VAC POWER - _) 24VDC POWER TO EQUIPMENT ON LOOP 2 47K 2.2K 'VUV_ ' SLC LOOP TO S NEXT DEVICE 2.2K -)AWL" TB1 NEU EARTH TO TRANFORMER ASSEMBLY T2 0000000 0000000 TO TRANFORMER ASSEMBLY T1 0 0 0 0 0 0 0 O 0 0 0 J6 CPU POWER 0000000❑ J1 ACCESSORIES AFP -400 CONNECTOR N HOT BATT+ BATT - BATTERY FUSE 10A SLOW BLOW 000000 LI - + - + NON-RESETABLE RESETABLE •POWER OUTPUTS ALARM CONTACTS TROUBLE CONTACTS 24V POWER LIMITED (OUTPUT) (OUTPUT) OPTION BOARD CONNECTORS 000 J6 000000000000 J7 0 0 0 JP1 JP2 J5 J4 O a ■ ■ JP6 JP2 SUPERVISORY 0 0 0 SECURITY 00 Or m m S5 S4 s z 0000 B+ B- A+ A- 0 NAC#3 JP5 B+ NAC 1 / REL 1 - A+ A - 2.2K 0 NAC#1 0000 B+ B- A+ A- 0 m NAC2 8+ B- A+ A - 2.2K AC POWER 0 NAC#2 MPS -400 BATTERY BATTERY 1 FM -200 & PRE-ACT1ON DETECTION & CONTROL SYSTEM MRCP PANEL SCHEMATICS MRCP POWER SUPPLY NOT TO SCALE FIRE nCHIEF�S E01,11PIM EN 13300 S,E. 30th, BELLEVUE, \IA. 98005 (425) 641-2127 FAk, (425) 562-6662 GND FAULT 0 NAC#4 0 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF',FIRE CHIEF EOUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NQt:TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT. COMPANY. INC. SCALE: AS NOTED JOB NO.: 99 -2430 SHEET; 5 OF 11 DRAWING NO.: 243005A %0 000 -Lf -LI- C NC NO C NC NO OPTION BOARD CONNECTORS 000 J6 000000000000 J7 0 0 0 JP1 JP2 J5 J4 O a ■ ■ JP6 JP2 SUPERVISORY 0 0 0 SECURITY 00 Or m m S5 S4 s z 0000 B+ B- A+ A- 0 NAC#3 JP5 B+ NAC 1 / REL 1 - A+ A - 2.2K 0 NAC#1 0000 B+ B- A+ A- 0 m NAC2 8+ B- A+ A - 2.2K AC POWER 0 NAC#2 MPS -400 BATTERY BATTERY 1 FM -200 & PRE-ACT1ON DETECTION & CONTROL SYSTEM MRCP PANEL SCHEMATICS MRCP POWER SUPPLY NOT TO SCALE FIRE nCHIEF�S E01,11PIM EN 13300 S,E. 30th, BELLEVUE, \IA. 98005 (425) 641-2127 FAk, (425) 562-6662 GND FAULT 0 NAC#4 0 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF',FIRE CHIEF EOUIPMENT COMPANY. INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NQt:TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT. COMPANY. INC. SCALE: AS NOTED JOB NO.: 99 -2430 SHEET; 5 OF 11 DRAWING NO.: 243005A r CRE -4 RELAY EXPANDER BOARD E000 F000 Geeg 108 2 3 4 5 6 7 8 9101112 ZZUZZUZZ0 UZZ 0 U ALARM TROUBLE SUPERVISORY FM -200 DISCHARGE - UPS ROOM A000 6000 0000 o00 1 2 3 4 5 6 7 8 9101112 Z Z UZ Z U Z Z U Z Z MODULE TYPE LAMPS SWITCH CONTROL RELAY GREEN=ENABLE YELLOW=TROUBLE ON / OFF ❑ ❑ A ❑ ❑ B ❑ ❑ ❑ ❑ D MODULE TYPE LAMPS SWITCH d CONTROL RELAY GREEN=ENABLE YELLOW=TROUBLE ON / OFF E ❑ ❑ ❑ ❑ G J5 CRE -4 RELAY EXPANDER BOARD � CRM -4 #1 INSIDE AFP -400 PANEL EOee f000 GeOe lfa0 2 3 4 5 6 7 8 9101112 2 ZUZZVZZVZZL.1 FM -200 DISCHARGE - DC POWER ROOM #1 ALARM - UPS ROOM ALARM - DC POWER ROOM #1 ALARM - DC POWER ROOM #2 ALARM - ELECTRICAL ROOM ALARM - FIBER TERMINAL ROOM & EQUIP ASSY ROOM ALARM - EQUIPMENT ROOMS ALARM - NOC ROOM A/V CLOSET & CONFERENCE ROOM 000 0000 C000 D00 1 2 3 4 5 6 7 8 9101112 00 00 00 00 Z Z UZ Z U Z Z O Z Z V CRM 4 #2 __----�-------'ter\ SPARE SPARE SPARE TO ZAMA BUILDING FIRE ALARM SYSTEM A ADDED GRAPHIC ANNUNCIATOR DETAILS 05/25/00 REV. # DESCRIPTION DATE I AUX 24VDC IN - I AUX 24VDC IN+ r TO CUSTOM GRAPHIC ANNUNCIATOR TO CUSTOM GRAPHIC ANNUNCIATOR TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS J5 OUTPUTS J5 ; - J6 t ° ° ° J7 �' I I i rr r i] J8 N -r OUTPUTS I� J10 RELAY EXP 0 LAMP • POWER • J9 J4 KEYSWITCH EXP Y 0 LAMP POWER RIBBON CABLE (75120) J1 SWITCH MATRIX SWI SW2 in=SW4 TB0 TELA -485 IN -EIA-485 OUT +E1A-485 OUT +EIA -485 IN nnnnnnnnnnnnnnnnnnnn UUUUUUUUULIUUUUUUUUUU TB1 N.C. TROUBLE 0 INPUTS 0 COMMON IN (-) 0 COMMON OUT (-) 0 POWER IN (+24VDC) 0 POWER OUT (+24VDC) 0 GND LDM - 2 LAMP DRIVER MO LE 111 1 TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS LDM-32E LAMP DRIVER EXPANDER EIA -485 FROM LCD -80 TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS J4 KEYSWITCH J1 SWITCH MATRIX man SW4 O TBE A-485 IN -EIA-485 OUT 4EIA-485 OUT 4E1A-485 IN T3.1 �'.C, TROUBLE ItIPUTS COMMON IN (-) COMMON OUT (-) FOWER IN (+24VDC) FOWER OUT (+24VDC) CND 120 OHM nnnnnnnnnnnnnnnnnnnn 1TWCfDUUUUUUULIUUUUUUU LDM-32 LAMP DRIVER MOD LE#2 AUX POWER TO OTHER 2ND FLOOR EQUIPMENT ZAMA NETWORKS 12101 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 LDM-32E LAMP DRIVER EXPANDER LDM-32E LAMP DRIVER E LANDER I 2ND FLOOR GRAPHIC ANNUNCIATOR FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM AFP -400 CRM MODULES AND ELECTRICAL DETAILS DRAWN BY: FTG 13300 S,E. 30th, BELLEVUE ; k 98005 (425) 641-2127 FAX (425) 562-6562 THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF'; EOUIPMENT COMPANY. INC. IT 15 SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DT$G'LOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY INC. SHEET; 6 OF 11 ZAMA 1 JOB Na: 99-2430 DRAWING NO.: 243006A SLC LOOP FROM PREVIOUS DEVICE (+) —) SLC LOOP TO NEXT DEVICE 41 41 41 CMX-2 1(—SLC) 2 (+SLC) 3 N0 o - 9 8 7 Ir 11 11 SLC LOOP TO (—) NEXT DEVICE (+) SLC LOOP FROM (—) PREVIOUS DEVICE (+)4, 24VDC POWER FROM (—) PREVIOUS DEVICE (+) COM6 NC 1) CMX-2 1(—sLC) 2(+sLC) 3(—) 4(+) 8 (—) 7 (+) 6 5 SOLENOID 24VDC POWER TO (—) NEXT DEVICE (+) FORM '•C" RELAY WHEN BOTH TABS J1 & J2 ARE BROKEN CMX RELAY CIRCUIT CONTROL RELAY CMX AND SOLENOID CIRCUIT 4" SQUARE BOX SLC LOOP FROM PREVIOUS DEVICE 4-_21- (-) (—) SLC LOOP TO NEXT DEVICE 41 4' 4' 41 MMX -1 1( -SLC) 2 (+sLC) 3 0 1, 11 1) 1) 1) 47K MONITORED DEVICE MMX -1 MONITOR MODULE SLC LOOP FROM PREVIOUS DEVICE 'S(—) (+) AUX 24VDC POWER S FROM LAST DEVICE REQUIRING POWER BLK VIO VIO 47K EOLA77 RELAY ADDRESS CO LOOP (+) SLC LOOP TO NEXT DEVICE (_) (+) SLC LOOP FROM (_) PREVIOUS DEVICE ADDRESSABLE DETECTOR BASE SMOKE OR HEAT DETECTORS _4 SLC LOOP TO —4 NEXT DEVICE (IF ANY) END OF LINE RELAY (AUX 24VDC) SLC LOOP FROM S(+) PREVIOUS DEVICE (—) SLC LOOP TO NEXT DEVICE MONITORED DEVICE MMX -101 MONITOR MODULE (+� SLC LOOP T—TAP — USE ONLY WHERE (—� SPECIFICALLY IDENTIFIED ON ONE LINE 0 0 0 SLC LOOP FROM S(—) PREVIOUS DEVICE S(+) (—) SLC LOOP TO S NEXT DEVICE S(+) ISO—X 9 1( -SLC) 8 2(+SLC) (—) 7 3( -SLC) (+) 6 4 (+SLC) 5 NC C NO IVC C NO 30A ©300VAC O� MR -201/C 0 24 120 240 SLC LOOP FROM (—) PREVIOUS DEVICE S(+) ISO -X ISOLATION MODULE SLC LOOP TO S(—) NEXT DEVICE CMX-2 9 1(—SLC) 8 2 (+SLC) 7 3 c0M6 4 N0 NC 5 o FORM "C" RELAY WHEN BOTH TABS J1 & J2 ARE BROKEN AUX 24VDC PREVIOUS DEVICE HVAC UNIT SHUTDOWN CONTROL MODULE/CONTROL RELAY CMX-2 1(—sLC) 2 (+sLC) 3 COM6 4 NO NC 5 3c SLC LOOP FROM S(—) PREVIOUS DEVICE S(+) SLC LOOP TO NEXT DEVICE (—) I AUX 24VDC IN — I AUX 24VDC IN+ L_ SHUTDOWN A/C UNIT (—) t AUX 24VDC (+) NEXT DEVICE SW LEG HOT 0 0 0 0 0 0 NC C NO NC C NO ;o: MR -201 /C 0 24 120 240 FORM '0" RELAY WHEN BOTH TABS J1 & J2 ARE BROKEN AUX 24VDC S(+) PREVIOUS DEVICE p(—) FIRE/SMOKE DAMPER SHUTDOWN CONTROL MODULE/CONTROL RELAY 0 0 0 (—) CLOSE DAMPERS S A ADDED GRAPHIC ANNUNCIATOR DETAILS 05/25/00 REV. # DESCRIPTION DATE AUX 24VDC (+)1 NEXT DEVICE r TO CUSTOM GRAPHIC ANNUNCIATOR J51" OUTPUTS TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS 11111 I I I ,81-1-1-1-141-1-111 TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS J4 KEYSWITCH JI SWITCH MATRIX SWI RIBBON CABLE (75120) SW4 0 TB IA -485 IN 0 -EIA-485 OUT O +E1A-485 OUT '0 +EIA -485 IN O NBC' TROUBLE O INPUTS 0 COMMON IN (-) 0 COMMON OUT (-) 0 POWER IN (+24VDC) 0 POWER OUT (+24VDC) O GND nnnnnnnnnnnnnnnnnnnn uuUUUUUUUUUUUUUUUUUU 0 1 LDM—.3 LAMP DRIVER MODULE 1 1 LDM-3E LAMP DRIVER E T NDER 1 LDM TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS EIA -485 FROM 2ND FLOOR TO CUSTOM GRAPHIC ANNUNCIATOR J5 OUTPUTS J6 J7 J4 OKEYSWITCH RIBBON CABLE (75120) JI SWITCH MATRIX Sw1 8111111111 EXP Y 0 LAMP POWER J10 J9 120 OHM mmessan SW4 TB2 Cd —EIA -485 IN —EIA -485 OUT +EIA -485 OUT +EIA -485 IN 0 0 0 0 0 0 0 nnnnnnnnnnnnnnnnnnnn UUUUUUUUUUUUUUUUU )U TB1 N.C. TROUBLE INPUTS COMMON IN (-) COMMON OUT (-) POWER IN (+24VDC) POWER OUT (+24VDC) GND ZAMA NETWORKS 12101 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 LDM-32 LAMP DRIVER MODULE#2 AUX POWER TO OTHER 1ST FLOOR EQUIPMENT LDM-32E LAMP DRIVER EXPANDER 1ST FLOOR GRAPHIC ANNUNCIATOR FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM ELECTRICAL DETAILS & CALCULATIONS IRECHIEF!HIEF ar IPENM�� �,s � ,.. ••.<. a .�, ..ti, �•,���� 13300 S,E. 30th, BELLEVUE, Wk 98005 (425) 641-2127 FAX (425) 562-6662 0 32E LAMP DRIVER EXPANDER r 1 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 99 2430 SHEET; 7 OF 11 DRAWING NO.: 243007A 2.0K ALARM EOL BELL 2.01( DISCHARGE EOL STROBE S1-15cd S2-15cd 2.7K EOL 0 O O O AGENT RELEASE MODULE RED— BLU TO GCA YEL— TANK 1 GRN— 2.OK EOL O p O 0 0 CO (+) (-) 2 (+) CMX-2 7 3 [M108% COM6 4 NO D 4.3K —J c5 SLC LOOP TO NEXT DEVICE 9 2 (+) CMX-2 7 3 [M1o7J coM6 4 NO. 4,31( c5 D 0 0 o Co RELEASE ABORT STATION STATION WIRE NO. 111 112 113 114 RELEASE ABORT STATION STATION 4.3K EOL 4.31( I- -I I- T 47K /— INSTALL MMX -101 IN KEY OPERATED SWITCH (KOS) BACKBOX SERVICE RESET (BY FCE) _J[M106] I 1 >>- J cj { I 6 7 8 9 10 11 12 13 14 15 16 17 18 P3 01010 RES + — AUX OUT P1 1 O AC SEC 2 0 AC SEC 3 0 BAT + 4 0 COM 5 0 AUX + iscb AUD 1 AUD 2 AUD 3 AGT REL SOLENOID T1 0 TEST PT CKT BKR F1 DIAGNOSTIC DISPLAY 8 SW4 ON OFF P2 1920 21 22 23 24 25 26 1N 1 1N 2 1N3 IN 4 0 AC NORMAL O ALARM O PRE—DISCHARGE O RELEASE O SUPERVISORY O TROUBLE O ALARMS SILENCED O ABORT SILENCE RESET OFF SW3 SI CEZI 1 I S10 ALARM —I I— H 47K TROUBLE P4 C m 27 NO 0 28 NC ® 29 C 0 30 N0'' 31 NC ® 32 I SRM4 RELAY LOCATION 1 BATTERY 1 BATTERY 2 7AH BAT'S LOCATED 1N CONTROL PANEL SEC + X -FORMER SEC - BLACK WHITE GREEN STANDOFF SINGLE HAZARD RELEASE PANEL FIKE 10-051—R1 SRM4 P1 RELAY 3 PRE -ALARM RELAY 4 PRE DISCHARGE C 430 NC 440 N0450 C 460 NC 470 NO 480 47K C 49 NC 50 0T_ NO 510- C 520 NC 530 NO 540 O J ADDRESS S 7 LOOP 6 4 ° (+). (-) [M1o51 w W RELAY 5 DISCHARGE C 550 NC 560 NO 570 C 580 NC 590 NO 600 RELAY 6 ABORT C 610 NC 620 NO 630 C 640 NC 650 NO 660 I [M10411 -J IJ > CC (+) NOTE: DO NOT USE KNOCKOUTS IN BOTTOM OF PANEL. THE BOTTOM OF THE PANEL IS RESERVED FOR BATTERIES AC + AC NEUTRAL GROUND CHASIS FROM 120VAC PNL: PP1 BREAKER: SHP 1 SLC LOOP FROM (-) PREVIOUS DEVICE S1-15cd S2-15cd 2.0K ALARM EOL BELL 2.01( DISCHARGE EOL STROBE EO2.7KL ++ ? Q O O O O 0 0 AGENT RELEASE MODULE RED— BLU— TO GCA YEL— TANK 2 GRN— 2.01( EOL it) (0 4-0 O 0 0 0 d O (+) (-) 9 2(+) CMX-2 7 3 [M1151 COM6 4 NO NC 5 CI L -1,114 4.3K M/VV0 SLC LOOP TO NEXT DEVICE 2 (+) CMX-2 3 [All 14] COM6 "-->C 4 No a 4.3K a c5 D 0 o a CD INSTALL MMX -101 IN KEY OPERATED SWITCH (KOS) BACKBOX WIRE NO, 111 112 113 4--114 RELEASE ABORT STATION STATION -I I- -I I - RELEASE ABORT STATION STATION 4,31( EOL. 4,31( H� HF 47K SERVICE RESET (BY FCE) o W[M1131 >LAJ >- o Cr l P3 6 7 8 9 10 11 12 13 14 15 16 17 18 RES + - AUX OUT P1 1 0 AC SEC 2 0 AC SEC 3 0 BAT + 4 0 COM 5 0 AUX + AUD 1 AUD 2 AUD 3 AGT REL SOLENOID T1 0 TEST PT CKT BKR F1 DIAGNOSTIC DISPLAY 8 SW4 ON OFF 19 20 21 22 23 24 25 26 P2 1N 1 1N 2 IN3 1N 4 O AC NORMAL O ALARM O PRE—DISCHARGE O RELEASE O SUPERVISORY O TROUBLE O ALARMS SILENCED O ABORT SILENCE RESET OFF Sw3 51 CCM I 1 S10 ALARM H H TROUBLE P4 c 0 N00 NC 0 27 28 29 C © 30 NO 0 31 NC _ 32 0 SRM4 RELAY LOCATION BATTERY 1 BATTERY 2 7AH BAT'S LOCATED IN CONTROL PANEL SEC + X—FORMER SEC — BLACK WHITE O GREEN STANDOFF 0 SINGLE HAZARD RELEASE PANEL FIKE 10-051—R1 SRM4 P1 RELAY 3 PRE—ALARM C 430 NC 440 NO 450 C 460 NC 470 NO 480 RELAY 4 PRE DISCHARGE C 490 NC 500 NO 510 47K C 520 NC 530 NO 540 RELAY 5 DISCHARGE C 550 NC 560 NO 57 0 C 580 NC 590 NO 600 RELAY 6 ABORT C 610 NC 620 NO 630 C 640 NC 650 NO 660 O J 0 ✓ cr J CO (+) NOTE: DO NOT USE KNOCKOUTS IN BOTTOM OF PANEL. THE BOTTOM OF THE PANEL IS RESERVED FOR BATTERIES AC + `-- AC NEUTRAL GROUND CHASIS ►-FROM 120VAC PNL: PP1 BREAKER: SHP 2 SLC LOOP FROM (-) PREVIOUS DEVICE A NO CHANGES THIS SHEET 05/25/00 REV. # DESCRIPTION DATE ZAMA NETWORKS 12101 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 FM -200 & PRE—ACTION DETECTION & CONTROL SYSTEM SHP PANEL SCHEMATICS 13300 S,E. 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 5662-6552 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EOUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 99 2430 SHEET: 8 OF 11 DRAWING NO.: 243008A 2,OK ALARM EOL BELL 2.0K DISCHARGE EOL STROBE S5-15cd S6-15cd 2.71c,--() EOL G 0 0 O 0 O AGENT RELEASE MODULE RED— BLU TO GCA YEL— TANK 3 GRN— 2.OK EOL to tC NI vt LID — O O O 0 0 0 (+) (-) 2 (+) CMX-2 7 3 [11,11481 coM6 --->( 4 N 1"-- C:1 4.3K c5 SLC LOOP TO NEXT DEVICE t fi 2(+) CMX-2 3 [M147] coM6 7 4 NO 4.3K c5 a 0 0 — /A\ INSTALL MMX -101 IN KEY OPERATED SWITCH (KOS) BACKBOX RELEASE ABORT STATION STATION WIRE NO. 111 112 113 114 6 7 8 9 10 11 12 13 14 15 16 17 18 P3 01010 RES + - AUX OUT P1 1 0 AC SEC 2 0 AC SEC 3 0 BAT + 4 0 COM 5 0 AUX + AUD 1 AUD 2 AUD 3 AGT REL SOLENOID T1 0 TEST PT CKT BKR F1 DIAGNOSTIC DISPLAY 8 SW4 ON OFF 19 20 21 22 23 24 25 26 P2 (Ic X16 t 16 (16 1N 1 1N 2 1N3 1N 4- 0 O AC NORMAL O ALARM O PRE -DISCHARGE O RELEASE O SUPERVISORY O TROUBLE O ALARMS SILENCED O ABORT SILENCE RESET OFF SW3 Si CEMI CJIMO CEIS IMMED 1 CEO 510 ALARM 47K -1� TROUBLE P4 C 0 27 NO 0 28 NC 0 29 C 30 NO 0 31 NC® 32 r- SRM4 RELAY LOCATION BATTERY 1 BATTERY 2 7AH BAT'S LOCATED 1N CONTROL PANEL SEC + SEC - X -FORMER BLACK WHITE GREEN STANDOFF NOTE: DO NOT USE KNOCKOUTS IN BOTTOM OF PANEL. THE BOTTOM OF THE PANEL IS RESERVED FOR BATTERIES AC + AC NEUTRAL GROUND CHASIS SINGLE HAZARD RELEASE PANEL FIKE 10-051-R1 FROM 120VAC PNL: PP1 BREAKER: RELEASE ABORT STATION STATION 4.3K EOL 4.3K r'W -Mr SRM4 P1 RELAY 3 PRE -ALARM C 430 NC 440 NO 450 C 46 0 NC 470 NO 480 RELAY 4 PRE DISCHARGE RELAY 5 DISCHARGE C 49 Cd NC 500 NO 510, C 520 NC 530 NO 540 C 55 (5 NC 560 NO 57 0 C 580 NC 590 NO 600 47K SERVICE RESET (BY FCE) 0 _,[m146.1 > >- 0 w CC I[M1451I J 0 r ct I[M144]I J 0 > >ce - 47K RELAY 6 ABORT C 610 NC 62 0 NO 630 C 640 NC 650 NO 660 SHP 3 A ADDED GRAPHIC ANNUNCIATOR DETAILS 05/25/00 REV. # DESCRIPTION DATE -J m (+) SLC LOOP FROM (-) PREVIOUS DEVICE ZAMA NETWORKS 12101 PACIFIC HIGHWAY ,SOUTH TUKWILA, WA 98168 Normal 0 ' erotion Controller Current Auxiliary Output SHP#3 PANEL BATTERY CALCS Out ' ut Devices Bells orn/Strobes 75cd Horn/Strobes 15cd Discharge Strobes 15cd Control Relay Detectors Ouantit 1 2 0 2 2 0 Total Normal Current = Load each 0.030 0.148 0.078 0.053 0.030 0.050 0.090 Amps 0.000 Amps 0.090 x 24 Hours = 2.16 A -H Output Device Current Alarm Operation 0.030 Amps 0,296 Amps 0.000 Amps 0.106 Amps 0,060 Amps 0.000 Amps 0.492 Amps Controller Current SRM4 Current (0.100 if using SRM4, or use 0.0 for none) 0,090 Amps 0.100 Amps Output Device Current 0.492 Amps Total Alarm Current = 0,682 x 0.166 Hours = 0.11 A -H (10min) Sub -Total = 2.27 A -H Total Power Required = 150 A -H Current Supplied ontroller Supplied Current Auxiliary In Current FM -200 & DETECTION SHP PANEL (x 1.1 factor) AH required = 2.6 A -H Battery Selected = 7.0 A -H Model; 10-2190-1 Total Current Supplied = 2,600 Amps 0,000 Amps 2.60 ' ps PRE-ACT1ON & CONTROL SYSTEM SCHEMATICS y E f ► � IRE; CHIEF: 13300 S,E, 30th, RELLEVUE, ISA. 98005 (425) 641-2127 FAX (425) 562-662 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION 5 THE PROPERTY OF FIRE CHIEF EOUIPMENT COMPANY, INC. IT 15 SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EOUIPMENT COMPANY. INC. SCALE: AS NOTED JOB NO.: 99 -2430 SHEET; 9 OF 11 DRAWING NO.: 243009A Com" -11 + 4 , CRJ-12 + 1-110 + 0 18" --�-� TAN K FM -200 PIPING SCALE: 1/4" = 1'0" CR -15 _ TO CONTROL PANEL J/C 3OWE x112 CR -13 V #1 f .I CR -11 + } TANK 2 4" or 4" 11/16" BOX FLEX CONDUIT I I FM -200 PIPING SCALE: 1/4" = 1'0" GAS CARTRIDGE ACTUATOR (FIKE) 1" CHASE NIPPLE (BY OTHERS) 1" RIGID COUPLING (BY OTHERS) 1" x 1/2" BUSHING (BY OTHERS) 1" LOCKNUT (BY OTHERS) 1/2" LOCKNUT (BY OTHERS) AGENT RELEASE MODULE/ACTUATOR DETAIL NOT TO SCALE D/C 9OWP [v #2 0 IF THIS DRAWING IS 11" x 17" IT HAS BEEN REDUCED TO 1/2 SIZE. 0' 1' 2' 3' 4' 5' 6' 7' 8' 9' 10' — 36" LENGTH MINIMUM II II II II 52" MIN 26" n 42 1/2" LENGTH MINIMUM 3" VICTAULIC COUPLING SCH 40 49" APPROX. r 26" X31 I C n F41 PIERCED CHANNEL UNI #P2000T PS #P200S 1 5/8 X 1 5/8 X 14GA CLOSURE STRIPS UNI #1184 PS #707 (GALV) 1 5/8" WIDTH SERIES (IF USED) FLAT PLATE FITTINGS UNI #P1380A PS #PS750 FOUR HOLE CORNER CONNECTOR ANGULAR FITTINGS - 2 & 4 HOLE UNI #P1546 (2 HOLE) PS #PS781-45 (4 HOLE) 45 DEGREE 90 DEG ANGULAR FITTINGS 151 UNI #P1325 PS #PS607 6 CYLINDER STRAP PROVIDED BY FIKE NOTES 1. HEX HEAD CAP SCREWS (32 MIN) UNI #HHCS037125EG PS #6024 3/8" X 1 1/4" 2. CLAMPING NUT WITH SPRING (32 MIN) UNI #P1008T 3/8" PS #PS TG 3/8" 3. BOLT FRAME TO SLAB (4 PLACES MIN) 4. BOLT FRAME TO WALL 4 PLACES MIN) FM -200 650LB CYLINDER SEISMIC TANK SUPPORT FOR NON STRUCTURAL WALL NOT TO SCALE P1000 CHANNEL UNISTRUT 7- FLOOR STRUCTURAL WALL MOUNTING DETAIL FOR 70-083x, 650 LB. CONTAINER NOT TO SCALE A ADDED DC POWER ROOM #2 FM -200 SYSTEM 05/25/00 REV, # DESCRIPTION DATE ZAMA NETWORKS 12101 PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM FM -200 PIPING PLAN & INSTALLATION DETAILS iraEOWPMENTFIRE ` �I 13300 S,E. 30th, BELLEV4), WA. 98005 (425) 641-2127 FAX (42,ra,' 552-6662 _ THIS INFORMATION IS THE PROPERTY OF FIRE.Cil#,EQUIPMENT COMPANY, INC. IT IS SUBMITTED IN CONFIDENCE AND 115 NOT TO Bt- $01LOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COF+iFANY: INC. DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA SCALE: AS NOTED JOB NO.: 99 -2430 SHEET: 10 OF 11 DRAWING NO.: 24300A 2" PIPE 180DEG NOZZLE P/N 80-066-5469 AREA 2.5840 1 1/2" PIPE 18" 180DEG NOZZLE P/N 80-065-2770 AREA 0.6629 2 1/2" x 1 1/2" �- 2 1/2" x 2" 2' POS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 5'11" �- 2 1/2" PIPE " x 2 1/2" REDUCER 2 1/2" PIPE 2" PIPE 1/4" FLANGED MALE ADAPTER: BY FIRE CHIEF 1/4" S.S. FLEX HOSE. BY FIRE CHIEF ATTACH TO WALL TO PIPING NETWORK 3" x 1/4" BUSHING NOTE: A PIPE PLUG MUST BE INSTALLED WITHOUT EXCEPTION. THE ONLY TIME THE PLUG MAY BE REMOVED IS WHEN THE PRESSURE OPERATED SWITCH IS CONNECTED. FROM TANK PRESSURE OPERATED SWITCH INSTALLATION DETAIL 2 1/2" PIPE 2" PIPE 1800EG NOZZLE P/N 80-066-5469 AREA 2.5840 1 1/2" PIPE 18" 180DEG NOZZLE P/N 80-065-3680 AREA 1.1700 2 1/2" x 1 1/2" �- 2 1/2" x 2" 2' 2 1/2" PIPE " PIPE -4'1" PIPING ISOMETRIC TANK 1, 650LB. CONTAINER 2 1/2" PIPE NOT TO SCALE 2" PIPE 2' 180DEG NOZZLE l P/N 80-066-5469 AREA 2.5840 1 1/2" PIPE NOTES FOR FM -200 SYSTEMS 1. ALL PIPE DIMENSIONS ARE CENTER TO CENTER, NOT CUT LENGTH, 2. NODE POINTS REFER TO FM -200 FLOW CALCULATION PROGRAM, 3. DIMENSIONS NOT FOR FABRICATION, 4. MINIMUM DISTANCE 10 PIPE DIAMETERS FROM TEE TO ELBOW OR TEE. 5, ALL PIPE SHALL BE A-53 OR A-106 SEAMLESS SCHEDULE 40 BLACK TYPE ERW. 6. PIPE SIZES 3 IN. TO 2 1/2 IN. SHALL BE ROLLED GROOVE. 7. COUPLINGS FOR SIZES 3 IN. AND 2 1/2 IN. SHALL BE VICTAULIC® STYLE 77 OR GRUV-LOCK® STYLE 7001. NO ALTERNATES ACCEPTABLE. 8. FITTINGS TO BE GROOVED TYPE LISTED AND OF THE SAME MANUFACTURER AS THE COUPLINGS, 9. GROOVED FITTINGS SHALL BE PAINTED FACTORY ORANGE OR RED ENAMEL. 10, GASKET MATERIAL FOR ALL GROOVED FITTINGS SHALL BE EPDM (GREEN) TYPE. USE ONLY MANUFACTURER APPROVED LUBRICANTS. 10.1 USE MINIMUM LUBRICANT. NO LUBRICANT PERMITTED INSIDE OF PIPE OR FITTINGS. 10.2 REMOVE ALL EXCESS LUBRICANTS. ®180DEG NOZZLE P/N 80-065-2660 AREA 0.6113 18" 2 1/2" x 1 1/2" 2 1/2" x 2" 2' 2 1/2" PIPE - 2 1/2" PIPE PDS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED IS WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 5'11" -- 2 1/2" PIPE " x 2 1/2" REDUCER -4,1" PIPING ISOMETRIC TANK 2. 650LB. CONTAINER NOT TO SCALE 11. FITTINGS 2 IN, AND SMALLER SHALL BE 300 LB. BLACK MALLEABLE. (GROOVED FITTINGS ARE ALSO ACCEPTABLE.) 12. ALL REDUCERS SHALL BE THE CONCENTRIC TYPE. NO BUSHING REDUCERS ALLOWED. 12.1 THREADED REDUCERS TO BE 300 LB. BLACK MALLEABLE STEEL. 12.2 GROOVED REDUCERS TO BE STYLE 7072 OR 7076 WELDED OR MALLEABLE STEEL, 13. ALL PIPE MUST BE SOLVENT SWABBED PRIOR TO ASSEMBLY TO REMOVE ALL OIL, CONTAMINANTS, CHIPS, THREADING LUBRICANTS, ETC. 14, ALL PIPING TO BE RIGIDLY BRACED AT CHANGES OF DIRECTION AND NOZZLE LOCATIONS. BRACING SHALL BE IN ACCORDANCE WITH NFPA-13 AND IN COMPLIANCE WITH SEISMIC ZONE 3, 15, FM -200 TANK DIMENSIONS ARE APPROXIMATE. HEIGHT MAY VARY BY HALF INCH MORE OR LESS. VERIFY IN FIELD. 16. THE COMPLETED PIPING MUST BE TESTED AS FOLLOWS: PRESSURE TEST AT 40PSI FOR 10 MINUTES. POS SEE DETAIL INSTALL PIPE PLUG WITHOUT EXCEPTION. THE ONLY TIME A PIPE PLUG MAY BE REMOVED I5 WHEN A PRESSURE OPERATED SWITCH IS INSTALLED IN ITS' PLACE 5'11" 2 1/2" PIPE 3" x 2 1/2" REDUCER 1 PIPING ISOMETRIC TANK 3, 650LB. CONTAINER N4►1" NOT TO SCALE A ADDED TANK 3 ISOMETRIC 05/23/00 REV. # DESCRIPTION DATE ZAMA NETWORKS 12101 PACIFIC HIGHiAY SOUTH TUKWILA, WA 98168 FM -200 & PRE -ACTION DETECTION & CONTROL SYSTEM PIPING ISOMETRICS, REQUIREMENTS & DETAILS r't�Y'V3 Yidit4' j i YS Y 1 � ! 13300 S,E, 30th, BELLEVUE, WA. 98005 (425) 641-2127 FAX (425) 562-6662 DRAWN BY: FTG DATE; 02/11/00 PROJECT MGR: RMM APPROVED BY: RFV ZAMA THIS INFORMATION IS THE PROPERTY OF FIRE CHIEF EQUIPMENT COMPANY, INC. IT I5 SUBMITTED IN CONFIDENCE AND IIS NOT TO BE DISCLOSED OR UTILIZED WITHOUT WRITTEN PERMISSION FROM FIRE CHIEF EQUIPMENT COMPANY, INC. SCALE: AS NOTED JOB NO.: 9 9 -2430 SHEET; 11 OF 11 DRAIMNG N0.: 243011A Symbols Legend Symbol QTY Description Mounting Manufacturer Part # CPU Alarm Indication 1 Intelligent Fire Alarm System Control Panel CAB AA Enclosure at 72" to Top Notifier AFP -400 FACP Elevator Primary Recall Activate Digital Dialer 17 Intelligent Photo Smoke Detector 4 Square Deep with 3" Round Ring Notifier SDX-751 Remote Indicator Circuit + 2 14 AWG Solid Fire Rated 27 Intelligent Photo Smoke Detector in Duct 4 Square Deep with 3" Round Ring Mounted in Duct Notifier SDX-751 O -- 4 Intelligent Duct Smoke Detector Surface (Ref. Mfg Information) Notifier DHX-502 4 Duct Detector Remote Indicator 1 Gang at Ceiling Notifier RA -400Z RI + Duct Smoke Detectors 4 135 degree Heat Detector (elev shunt trip only) 4 Square Deep with 3" Round Ring Notifier 603 16 Intelligent Manual Pull Station 1 Gang at 48" to Center Notifier NBG-12LX F + Elevator Lobby Smoke Detectors 47 Intelligent Monitor Module 4 Square Deep Notifier MMX -1 M + 10 Intelligent Relay Module 4 Square Deep Notifier CMX-2 C + IEOLRI 2 End of Line Power Supervision Relay 4 Square Deep Notifier A77-716 MMX -101 + 6 Remote Relay Surface Notifier MR -201C R + IAPSXI 4 Audible Power Supply Surface Wheelock PS12-24-8 + 2 Horn Strobe Sync Module 4 11/16 Back Box with Extension Ring Wheelock DSM 24 SM + EJ 17 Horn 2 Gang Wheelock HN -1224W Di 44 Horn with 15cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2415W -FW 75 8 Horn with 75cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2475W -FW D4 2 Horn with 110cd Strobe 2 Gang at 80" to Bottom Wheelock NS -24110W -FW 3 Strobe i5cd 2 Gang at 80" to Bottom Wheelock RSS-2415W-FW 15 + 7 Strobe 75cd 2 Gang at 80" to Bottom Wheelock RSS-2475W-FW 75 + 10 CEILING Strobe 3Ocd 2 Gang Wheelock RSS-2430C-FW 30 C + 10 CEILING Strobe 75cd 2 Gang Wheelock RSS-2475C-FW 75c + Smoke Detectors 27 CEILING Strobe 100cd 2 Gang Wheelock RSS-24i00C-FW 100 C IDTRSI 1 Digital Dialer Surface Supplied by Others Q + Fire Alarm System "J" Box Sized far Conductor Fill Supplied by Others + 27 Smoke Fire Damper Supplied by Others FSO1 + Elevator Lobby Smoke Detectors 1 Main Releasing Control Panel + Supplied by Others MRCP ® 7 Sprinkler Waterflow Switch Supplied by Others ® 7 Sprinkler Alarm Pressure Switch + Supplied by Others © 7 Sprinkler High / Low Pressure Supplied by Others ® 16 Sprinkler Tamper Switch + Supplied by Others 1 Post -Indicator Valve Supplied by Others Existing Devices are Shown in Gray Scale System Matrix Function Input 0) v 0 n. uu- CPU General Alarm Relay 1 CPU Trouble Relay CPU Supervisory Relay CPU Alarm Indication CPU Trouble Indication CPU Supervisory Indication Audibles & Strobes Activate HVAC Shutdown Dampers Close Elevator Alternate Recall Elevator Primary Recall Activate Digital Dialer Alarm from each device Manual Pull Stations + + 1 pair 16 AWG Twisted Fire Rated Cable Remote Indicator Circuit + 2 14 AWG Solid Fire Rated HVAC Interface + 2 14 AWG Solid Fire Rated Aux Power Circuit + Smoke Detectors + + + + + Duct Smoke Detectors + + + + + + + Elevator Lobby Smoke Detectors + + + + + + Level 2 Elevator Lobby Smoke Detector + + + + + + Elevator Machine Room Smoke Detector + + + + + Waterflow + + + + + Supervisory from each device Tamper Switchs + + + + PIV + + + + Trouble From each Device Manual Pull Stations + + + + Smoke Detectors + + + + Duct Smoke Detectors + + + + Elevator Lobby Smoke Detectors + + + + Level 2 Elevator Lobby Smoke Detector + + + + Elevator Machine Room Smoke Detector + + + + Waterflow + + + + Tamper Switchs + + + + PIV + + + + Audible Circuit + + + + System Functions ACK Step - Signal Silence - System Reset - - - - - - - - - - - - - GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-O" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN." 15. MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. 16. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. DEVICE DESIGNATION LEGEND EXAMPLE: NOTIFICATION APPLIANCE CIRCUIT: CIRCUIT TYPE (NOTIFICATION APPLIANCE) POWER SUPPLY (APS -4) N-42 01 F ---CIRCUIT #2 STROBE CANDELA RATING ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 v y EXAMPLE: 11 1011 MODULE ADDRESS 1 ADDRESSABLE INITIATING DEVICES: v y EXAMPLE: I1 0 LOOP NUMBER 1 DETECTOR ADDRESS 1 Flag Notes 1 Route to Cable to Electrical Room on this Level. 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. 13 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. Wire Legend Symbol Description Type of Circuit A 2 16 AWG THHN Solid Fire Rated (in EMT) Conventional (IDC) Circuit C 2 14 AWG Solid Fire Rated Cable Audible (NAC) Circuit C 2 14 AWG THHN Solid Fire Rated (in EMT) Audible (NAC) Circuit D 1 pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit G 1 pair 16 AWG Twisted Fire Rated Cable Aux Equipment Interface H 1 pair 16 AWG Twisted Fire Rated Cable Remote Indicator Circuit J 2 14 AWG Solid Fire Rated HVAC Interface P 2 14 AWG Solid Fire Rated Aux Power Circuit Sheet Schedule Sheet Number Description FA -0 General Notes, Wire Legend, Symbols Legend FA -1 Parking Level P2 Plan FA -2 Parking Level Pi Plan FA -3 1st Floor Plan FA -4 2nd Floor Plan FA -5 Not Used FA -6 Not Used FA -7 Not Used FA -8 Riser Diagram FA -9 NAC Loads, Battery Calculations FA -10 Connection Details 1v 0 ACCEPTE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: .*/( d By: „-4:57v rUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. CSO v 3 and exact address for shut- down or restoration approval. 2oI ctetAt .gL 318d REV. BY: DESCRIPTION DATE 1 10 z - FAX (425) 697-2155 TEL (425) 697-2116 0 ZAMA TI IGCP BLDG TUKIILA, WASHINGTON 98168 TUKWILA INTERNATIONAL BLVD W CC I-1 LL SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN BY: JAN/DSJ DESIGNED BY: RPV (A) 1B) 1.5 a A PULL 5EGT GT 4OO13A LP. kVI STAIRWAY 3000A P202 1 F 1 r N-11 1 r 3000A 146 HR BUILDING ELECTRICAL 3- P P204 1200A T P206 C 101 N-11 101 >EVATOR 1» • I , GENERATOR PIT *2 GENEEIR TOR J FULL GT ',OOOA SECT 2000A � I N-12 tO N-12 7 5A o-20 D c c c 5A,2C,D -o I Q 5 \,3C,D k N-12 cm-- 2C 9 k - 2C �l I 1 1 o 102 D o -2C D///�"' 5A,D • / 0 C,D 5A, 5A,30,D N-11 o-20 C,D 2C P201A 2C W02 1L U IQ zzz el z • 0 •1 .9� x thilL • 0 EN TO M r4 P2b1 _ //%%- 4,4t // 444430r ia r 7 J III11I1111111111111111111111111111111I1111111111I1111I11 1 MOO (402274,4 warm 22222222 Agovwww -i BR .R 11 AIR CNI4MBE1 P201 1 L 1 161 t5 N-11 L LEVEL P2 FLOOR PLAN SCALE: 1/8" = Flag Notes E r P210 1 Route to Cable to Electrical Room on this Level. 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. 13 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. Th O 1— CL W G W a O z 4100 Aldorwood Mall Blvd, Suite 3 Lynnwood, Hla. 98036 FAX (425) 697-2155 TEL (425) 697-2116 TUKWILA, WASHINGTON 98168 SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 2/23/00 SHEET FA -1 r 1 J 8J SEE ENLARGED PLAN - THIS SHEET ELEVATOR N-; MECN4N 14L FUMF ROM STAIRWAY 5A, 2C, D 103 N-14 SIM M: ILJI; 3C,D 3C,D 3C,D LJ A A -c A -c). D 110 109 Ei 108E 107 M A A • • • • D D -o D D D Ei 106 M 105 CD- D ENLARGED WATER RISER ROOM ,(\. SCALE: iia.=a.-o" LEVEL P1 FLOOR PLAN SCALE: 1/8" = 1� Flag Notes 1 Route to Cable to Electrical Room on this Level. 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. 13 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. r z 0 ce z O I= ce 0 W 0 W 0 O 1 0 co M 01 ▪ 0 M 0 to ari 0 0 O 0 'O a a 0 FAX (425) 697-2155 TEL. (425) 697-2116 03COl W V i z 0 z (I < O 3 t) 0 J Co ® Q z Q O 1-1Q Q N w z H _J SCALE: AS NOTED N\ PROJECT NUMBER: 735 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 2/23/00 % SHEET FA -2 } J 140 D 141 D 142 143 D 144 D 145 © 152 o -D p 153 o -D 0 154 146 D D 148 © 155 o -D p 156 o -D ISI 157 r J UPS ROOM 1 1=110 N-23 ► mil©t N-23 N-24 it /C P LECT RM N-21 111 136 TEL/ DATA CLOS FIEER TERMIN ROOM EQUI 455 MENT MBLY OM SPRINKLER VALVE ROOM 11111111111111111 11■1•01 /Ana MUM MR= =MINI y m- awl 111=.I VII al A N-21 N-24 C •• .. mum= 11.1momurmial 14 % LWAY F101 SECURE EQUIP SECURE EQUIP RM N-21 F132 H I- -I L..J L..J L..J EQUIP RM P2IASE 2 r"1 r 1 L..J L..J F "1 r"1 I -...I I- -I .. -� N-22 I- .. : 100 L..J C LJ r 1 L..J 22 100 N-22 c 1001 EQUIPMENT RM F132 c LEVEL 1 FLOOR PLAN SCALE: 1/8" = 1' Flag Notes 1 Route to Cable to Electrical Room on this Level 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. 13 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. 03 De DESCRIPTION DATE ,z TEL (425) 697-2116 ZAMA TI @> IGCP BLDG C TUKWILA, WASHINGTON 98168 TUKWILA INTERNATIONAL BLVD SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 2/23/00 } SHEET FA -3 8 EXISTING FACP WAR ROOM P204 BREAK ROOM P202 RECEPTION F200 N-33 HALLWAY F201 N- FIN[S1-!ED AREA 100 F233 HALL 20B N-3 An/ CLOSE F208 NOC ROO F211 CONFERENCE P210 TEMPORARY STORAGE F222 TYPE RACK 135 ICER RM PRE -ACTION ZONE 7 2'-4' 3 5P @ q'-•'" 18 D —ELECTRICAL CLOSET P228 Dc -A N-31 115 F 4 5�120 N-31 CO FERE CE F231 GARAGE UNFINISHED AREA P232 OPEN OFFICE AREA F230 REFERENCE PRE -ACTION & FM -200 DRAWINGS FOR MMX CONNECTIONS LEVEL 2 FLOOR PLAN SCALE: 1/8" = 1' Flag Notes 1 Route to Cable to Electrical Room on this Level. 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. 13 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. ED` DESCRIPTION 0 Z J FAX (425) 697-2155 TEL (425) 697-2116 ZAMA TI IGCP BLDG C TUKWILA INTERNATIONAL BLVD TUKWILA, WASHINGTON 98168 J W cr LL SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 2/23/00 1 SHEET FA -4 r L IA N-51 C, D C -c 2C, 0 TYP 4 6-0 N-54 N-53 N-52 TYP C 2 i l _ ; 11 _ ; 30 TYP C 2 F_ i ®_ i 1/ TYP C 2 b oo� TYP 3 C D DEDICATED 120VAC APS -5 TYP 2 D -c) TYP 2 D TYP 7 TYP TYP 2 2 RI RI o—HI o—H S R A i Q i /D i GI ; r P IEOLR I ii FSD j ii ► DAMPER POWER r J -BOX N-44 N-43 N-42 N-41 TYP C 2 11 _ ; ; TYP C 2 30 TYP C 2 b 00c C 6 DEDICATED 120VAC C 6 APS -4 TYP 3r ; I3 : D -c 0 D D TYP 2 TYP 7 rJ L—® o -D o- p FSD DAMPER POWER J -BOX MCRP A TYP 12 N-34 N-33 N-32 N-31 00 C C TYP C 2 c- —c TYP 3 TYP C 3 TE, ; 9551 TYP TYP 9 2 N-24 N-23 C TYP C 2 N-22 EIEN ; I l n b TYP 6 C N-21 DEDICATED 120VAC C o TYP 3 D -U C TYP 3 : D TYP 7 C b C 6 FSD DAMPER POWER DEDICATED 120VAC I {\ J L �1--J D,P r � FACP e P J -BOX p -o APS -2 D L J 5A, D, P i - r TYP 6 TYP TYP 6 6 P c -P IEOLR FSO DAMPER POWER J -BOX TYP 2 a N-13 N-14 m ; ® ® ; C b D 5A, D r 1 ROOF -a LITH FLOOR J 3RD FLOOR 1 2ND FLOOR J 1ST FLOOR D -c, b J -BOX L_ _ 1 ----_.�J 5A, 2C, D N-12 N-11 TYP C TYP C 2 ME : JE' J ; ® C m i DEDICATED 120VAC c6 J -BOX APS -1 TYP TYP 2 4 D -O RISER DIAGRAM SCALE: NONE D Q TO MAIN TELCO BOARD 2 0 DTRS BY OTHERS 9 5A J LEVEL P1 LEVEL P2 J Flag Notes 1 Route to Cable to Electrical Room on this Level. 2 To Fire Alarm J Box on Lower Level. 3 To Fire Alarm J Box Upper Level. 4 Route to Elevator Controller for Primary Recall. 5 Route to Elevator Controller for Alternate Recall. 6 Break Tabs on CMX-2 for Relay Operation. 7 Reference riser drawing for connections in this area. 8 Non System Heat Detectors for Elevator Shunt Trip. Locate within 18" of Sprinkler Head 9 To HVAC Shutdown Interface. 10 Remove Core & Shell wire and Devices. 11 Relocate Core & Shell Devices and extend Wiring. 12 Relocate Core & Shell Devices to ceiling on Level P1 and extend Wiring. i3 Relocate Core & Shell Devices and extend Wiring and Revise Candella Rating of Strobe. 14 Route Cable to FACP. 15 Route Cable to MMX -1 at MCRP. • co DESCRIPTION H O a 4100 Aldo wood Hall Blvd, Salto 3 Lynnwood, Wa. 98036 FAX (425) 697-2155 TEL. (425) 697-2116 0 0 J a 0 N TUKWILA, WASHINGTON 98168 TUKWILA INTERNATIONAL BLVD CC LLJ LL_ ( SCALE: AS NOTED 1 PROJECT NUMBER: 735 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 2/23/00 j SHEET FA -8 IGCP Building C FACP Level 2 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1 AFP -400 1 ACM -8R 47 MMX -1 10 CMX-2 44 SDX-751 4 DHX-502 13 NBG-12LX 2 MMX -101 2 DSM -24 17 NH -1224-R 12 NS -2415W -FR 1 NS -2430W -FR 1 NS -2475W -FR 1 RSS-2415W-FR 2 RSS-2430C 7 RSS-24100C 6 MR -201C 2 A77 -716B Fire Alarm Control Panel Remote Relay Module Monitor Module Control Module Intelligent Photoelectric Smoke Detector 1p Duct Detector Housing (SDX-551) Manual Pull Station Mini Monitor Module Dual Sync Module Horn Sync Horn Strobe 15cd Sync Horn Strobe 30cd Sync Horn Strobe 75cd Sync 15cd Sync 30cd Ceiling Strobe Sync 100cd Ceiling Strobe Aux Relay Supervisory Relay Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.170000 0.030000 0.000200 0.000300 0.000200 0.000200 0.000270 0.000300 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.015000 0.420000 0.160000 0.000200 0.000300 0.005200 0.005200 0.000270 0.000300 0.038000 0.027000 0.088000 0.121000 0.186000 0.063000 0.126000 0.300000 0.035000 0.015000 0.256110 X 24 (Hours) 5.399110 X .083 (5 Mins) 0.170000 0.030000 0.009400 0.003000 0.008800 0.000800 0.003510 0.000600 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.030000 0.000000 0.256110 0.420000 0.160000 0.009400 0.003000 0.228800 0.020800 0.003510 0.000600 0.076000 0.459000 1.056000 0.121000 0.186000 0.063000 0.252000 2.100000 0.210000 0.030000 0.000000 5.399110 6.146640 0.448126 6.594766 1.978430 8.573196 12 IGCP Building C APS -1 Level P2 Item Qty Part # Battery Back up Calculation Description Standby Alarm Total Standby Total Alarm 1 2 3 4 5 6 7 1 PSI2-24-8 7 NS -2415W -FR 7 NS -2475W -FR 2 NS -24110W -FR 2 RSS-2415W-FR 7 RSS-2475W-FR Remote Power Supply Sync Horn Strobe 15cd Sync Horn Strobe 75cd Sync Horn Strobe 110cd Sync 15cd Strobe Sync 75cd Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.088000 0.186000 0.230000 0.063000 0.165000 0.075000 X 24 (Hours) 3.734000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.616000 1.302000 0.460000 0.126000 1.155000 0.000000 3.734000 1.800000 0.309922 2.109922 0.632977 2.742899 IGCP Building C APS -2 Level 1 Item Oty Part # Battery Back up Calculation Description Standby Total Total Alarm Standby Alarm 1 2 3 4 5 6 7 1 PS12-24-8 13 NH -1224-R 9 NS -2415W -FR 5 RSS-2430C 6 RSS-2475C 6 RSS-24100C Remote Power Supply Horn Sync Horn Strobe 15cd Sync 30cd Ceiling Strobe Sync 75cd Ceiling Strobe Sync 100cd Ceiling Strobe Standby Current Total Hours = Alarm Current Total Minutes = Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Batteries Supplied 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.027000 0.088000 0.126000 0.260000 0.300000 0.075000 X 24 (Hours) 5.208000 X .083 (5 Mins) 0.075000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.075000 0.075000 0.351000 0.792000 0.630000 1.560000 1.800000 0.000000 5.208000 1.800000 0.432264 2.232264 0.669679 2.901943 5 NAC Circuit Load & Voltage Drop Calculation APS -1 PS12-24-8 Candella Amps Circuit Number Level P2 Level P1 11 12 13 14 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 2 1 2 2 1 1 2 2 2 2 1 Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 1 4 3 3 5 1 2 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 1 1 2 1 2 2 Misc NH -12/24-R horn DSM sync mod WP Bell 0.027 0.030 0.030 9 4 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft )( i2awg) EOL Voltage (14awg) EOL Voltage (i2awg) 8 4 7 6 1.215 0.625 0.941 0.878 400 225 450 360 0 0 0 0 21.45 23.26 21.77 22.34 24.00 24.00 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation APS -2 PS12-24-8 Candella Amps Circuit Number Level 1 21 22 23 24 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 9 3 1 O z 1 1 Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 1 4 3 3 5 1 2 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 1 Misc NH -12/24-R horn DSM sync mod MB -G10 -24-R wp Bell 0.027 0.030 0.030 9 4 # Devices Circuit Amps Circuit Length (ft)(i4awg) Circuit Length (ft )( 12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 19 5 8 7 1.161 1.500 1.188 1.284 250 170 210 187 0 0 0 0 22.47 22.66 22.69 22.74 24.00 24.00 24.00 24.00 NAC Circuit Load & Voltage Drop Calculation FACP AFP -400 Candella Amps Circuit Number Level 2 3i 32 33 34 Wheelock Horn Strobe NS -2415W -FR NS -2430W -FR NS -2475W -FR NS -24110W -FR 15 0.088 30 0.121 75 0.186 110 0.230 9 3 1 O z 1 1 Wheelock Ceiling Strobe RSS-2415C RSS-2430C RSS-2475C RSS-24100C 15 0.083 30 0.126 75 0.260 100 0.300 2 4 1 2 Wheelock Strobe RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR RSS-24110W-FR WP Strobe WM3T-24R 15 0.063 30 0.100 75 0.165 110 0.209 100 ada 0.088 1 Misc NH -12/24-R horn DSM sync mod MB -610-24-R wp Bell 0.027 0.030 0.030 3 1 # Devices Circuit Amps Circuit Length (ft)(14awg) Circuit Length (ft )( 12awg ) EOL Voltage (14awg) EOL Voltage (12awg) 12 4 6 6 0.873 1.200 0.654 1.159 250 170 210 187 0 0 0 0 22.85 22.93 23.28 22.86 24.00 24.00 24.00 24.00 N 0 rn ce REV. BY:1 DESCRIPTION W Q G O z 1 FAX (425) 697-2155 TEL (425) 697-2116 TI IGCP BLDG C N TUKWILA INTERNATIONAL BLVD TUKWILA, WASHINGTON 98168 r SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN BY: JAN/DSJ DESIGNED BY: RPV DATE: 2/23/00 SHEET FA -9 SHIELD DRAIN FROM FACP TO NEXT DEVICE 1 2 + - 9 + 8 + 7 - 6 MMX -1 TS 47K EOL RESISTOR 1 \ TYPICAL TAMPER SWITCH/MMX-1 CONNECTION NOT TO SCALE FROM FACP ^ SHIELD DRAIN TO NEXT DEVICE - 9 1 - +8 2 + + 7 MMX -1 I WF 47K EOL RESISTOR 2 TYPICAL WATER FLOW SWITCH/MMX-1 CONNECTION NOT TO SCALE SHIELD DRAIN FROM FACP TO NEXT DEVICE 1 - 9 + 8 + 7 - 6 MMX -1 I PS 47K EOL RESISTOR 3 TYPICAL PRESSURE SWITCH/MMX-1 CONNECTION NOT TO SCALE SMOKE DETECTOR SDX-751 CPX-751 LPX -751 HEAT DETECTOR FDX -551R SHIELD DRAIN SHIELD DRAIN B710LP SHIELD DRAIN 6 TYPICAL SMOKE DETECTOR/HEAT DETECTOR CONNECTION NOT TO SCALE FROM FACP STROBE HORN s s HORN STROBE (WP) is is WP = WEATHER-PROOF TO NEXT DEVICE OR EOL 14 TYPICAL STROBE AND HORN/STROBE CONNECTION TO NAC CIRCUIT NOT TO SCALE STROBE HORN HORN STROBE (WP) S c WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) 431" ■ Y W fj z p W Z 0 DSM 1� Y 1° - N Z Z zW Z y Z �2 Cp.1 N -- ®UU®VV®f".77'1%;®VV® 0 0 STROBE HORN WP = WEATHER-PROOF TO NEXT DEVICE OR EOL HORN STROBE (WP) a - k WP = WEATHER-PROOF TO NEXT DEVICE OR EOL STROBE HORN HORN STROBE (WP) S ®,vv v v v v v v O SD LA0 O N N z 8V V� DSM z Z Z � o �V1 ® fa vv ®vv® 0 0 O' 0 0000® ± I AC NEUTRAL 0 D 0 O OUTPUT 1 (OUT -) (4w RETURN +) (4w RETURN -) D - D D - D O O + I + I O O O 0 N CV (4) a a a n > j O O O OUTPUT 3 (4w RETURN -) M 1- 1- O WP - WEATHER-PROOF NOTE: *MIN 2" SPACING BETWEEN ALL BACK BOXES *MOUNT CMX-2 IN SBB BACK BOX *MOUNT DSM IN 4-11/16" BACK BOX WITH EXTENTION RING 3.0 A MAX. PER CIRCUIT 6.0 A TOTAL OUTPUT POWER LIMITED AND SUPERVISED CONTROL INPUT #1 FROM FACP (IN +) CONTROL INPUT #1 FROM FACP (IN -) CONTROL INPUT #1 (THROUGH +) w D 3 F- CONTROL INPUT #1 (THROUGH —) L.L. O >- Q m TROUBLE N.C. cc a o -I CO m m m CONTROL INPUT #2 FROM FACP (IN/OUT +) CO O VJ) CO 0 0 0 0 lil 0 0 0 0 CONTROL INPUT #2 FROM FACP (IN/OUT —) Ill 1- ~ N > AUXILLARY OUTPUT (+ 24 VDC) (10 rnA MAX) J F- F- 1- F - o Ia 1--1.-1 a • a a= COMMON I- 1- - t- 1- <<m0000 0000000 D31 0-- 01' SHIELD - DRAIN TO NEXT DEVICE OR EOL BATTERY BA I I ERY (-1)TYPICAL FCPS NOT TO SCALE NOTE: USE ONLY 1 OF 2 KNOCKOUTS IN CABINET BOTTOM 41.- CMX-241 "Tr - +sr IO 9 s 7)— 47K EOL RESISTOR RELAY BLACK RED r to z 0 cn W tx W tie DESCRIPTION O z FAX (425) 697-2155 TEL (425) 697-2116 ZAMA TI IGCP BLDG C TUKWILA, WASHINGTON 98168 TUKWILA INTERNATIONAL BLVD J SCALE: AS NOTED PROJECT NUMBER: 735 DRAWN DESIGNED BY: BY: JAN/DSJ RPV DATE: 2/23/00 SHEET FA -10 Symbols Legend Symbol QTY Description Mounting Manufacturer Part # CPU Alarm Indication 1 Audible Power Supply (existing) Surface Wheelock PS12-24-8 APS5 Elevator Primary Recall Activate Digital Dialer 2 Intelligent Manual Pull Station (existing) i Gang at 48" to Center Notifier NBG-12LX F + ADDRESSABLE INITIATING DEVICES: 25 Horn with i5cd Strobe 2 Gang at 80" to Bottom Wheelock NS -2415W -FW DQ + Smoke Fire Dampers + + Supplied by Others 2 Remote Relay Surface Notifier MR -201C R 1 I5cd Strobe 2 Gang at 80" to Bottom Wheelock RSS-2415W-FW L + System Matrix {Function Input Description m r3 4-4 13 DIL0 CPU General Alarm Relay CPU Trouble Relay CPU Supervisory Relay CPU Alarm Indication ;CPU Trouble Indication CPU Supervisory Indication Audibles & Strobes Activate HVAC Shutdown Dampers Close Elevator Alternate Recall Elevator Primary Recall Activate Digital Dialer Alarm from each device Manual Putl Stations + + EE1 + ADDRESSABLE INITIATING DEVICES: + LOOP NUMBER 1 + Smoke Detectors + + + 0 + ADDRESSABLE INITIATING DEVICES: + Duct Smoke Detectors + + + Pr + + + + Elevator dobby Smoke Detectors 4- + + + + 4 - Level Level 2 Elevator Lobby Smoke Detector + + + + + + Elevator Machine Room Smoke Detector + + + + + Waterflow F + + + + + Supervisory from each device Tamper Sw4tchs + + + + PIV + + + + Trouble From each Device Manual Pul Stations + + + + Smoke Detectors + + + + Duct Smoke Detectors + + + + Elevator Lobby Smoke Detectors + + + + Level 2 Elevator Lobby Smoke Detector + + + + Elevator Machine Room Smoke Detector + + + + Waterflow + + + + Tamper Swiltchs + + + + PIV + + + + Audible Circuit + + + + System Furctions ACK Step - , Signal Silence - System Reeet - - - - - - - - - - - - - Wire Legend Symbol Description Type of Circuit C 2 14 AWG Solid Fire Rated Cable Audible (NAC) Circuit D i pair 16 AWG Twisted Shielded Fire Rated Cable Data (SLC) Circuit GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATER FLOW, SPRINKLER, SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. B. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3'-O" OF AIR DIFFUSERS. 9. NFPA 5-3.6.1.3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL COt'STRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A T&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS. ii. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER END OF THE LINE RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS. i3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER. SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED, SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS SHALL BE TERMINATED AT FACP ONLY. 'CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM PANEL BY THE INSTALLING FIRE ALARM TECHNICIAN.' 15. MOULT AUDIBLE/VISUAL DEVICE BACKBOX AT BO" TO BOTTOM AFF OR 6' BELOW CEILING WHICH EVER IS LOWER. SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEING INSTALLED. i6. AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. PRECISION ALARM NEEDS RED LINE AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be pre,,e1►f. !r3 bj the ::Spector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. ACCEPTED 1 J7� Without Comments /00 As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: //4(O By:� C j CL TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Old— and exact address for shut down or restoration approval. o;; . 2iM awmiegaftaltitill&&&&&&deea... z O ce IREV. BY:1 DEVICE DESIGNATION LEGEND Description NOTIFICATION APPLIANCE CIRCUIT: General Notes, Wire Legend, Symbols Legend FA -1 ( 4th Floor Plan CIRCUIT TYPE (' NOTIFICATION APPLIANCE) I (APS NI, POWER SUPPLY -4) EXAMPLE: N-42 #2 - E-- CIRCUIT z EE1 ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 MODULE ADDRESS 1 DO PLE: [11011 0 ADDRESSABLE INITIATING DEVICES: LOOP NUMBER 1 y DETECTOR ADDRESS 1 EXAMPLE: 111011 Pr NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be pre,,e1►f. !r3 bj the ::Spector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. ACCEPTED 1 J7� Without Comments /00 As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: //4(O By:� C j CL TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Old— and exact address for shut down or restoration approval. o;; . 2iM awmiegaftaltitill&&&&&&deea... z O ce IREV. BY:1 Sheet Schedule Sheet Number Description FA -0 General Notes, Wire Legend, Symbols Legend FA -1 ( 4th Floor Plan NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be pre,,e1►f. !r3 bj the ::Spector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. ACCEPTED 1 J7� Without Comments /00 As Noted In Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: //4(O By:� C j CL TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Old— and exact address for shut down or restoration approval. o;; . 2iM awmiegaftaltitill&&&&&&deea... z O ce IREV. BY:1 DESCRIPTION DATE z IGCP 4T 4 FL. *Fit FIC HIGHWAY SOUTH, TUKWILA WA CC J L>_J CC H LL 1 SCALE: AS N©TED PROJECT NUMBER: 8011 DRAWN BY: DFLS DESIGNED BY: DFLS DATE 9/5/00 SHEET FA -0 ID J y -P7 ! J,) s-16 TYP OPaN OF 441 WS I W5-1 ATTERJT=OM Bd TERy I FILES ed r+ec+C 4064 DC BAE. 4064 LES DC 5417.mac ' R x 40,64 LG PRINTER ELE . EQUIP. OFFICE 551 551 VACANT AREA FUME COPY -FAX 12'-4"x6'-6" =RIN ER COPIER N \ " N I i I i Q i i i iEi i i i FM -201 PANEL r "-T— l•..... T.. T..r...T..T..-1 KLER E RM 422 61 ENT ROOM I E To Circuit To APS5 C rcuit -52 400 CORRIDOR UJAITI I I I IQI I I 10 I I I I L..1-.. __ L..—L .—J— j I L.. —.1.— . —1—..J L.._..J L.._..J t.._..J L.._..J 't.._..J E a o a o r.._..1 .._.. .._. r.._..1 , 1: -••-i. I.._ . }.._.. F.._.. }.._..-1 tL.._..J L.._..r 1_.._..J L.._..J 'L.._..J o o a a r.._..1 r.._..1 .._.. .._.. 1..._...I F.._..f t.._..1 F.. -..-r . !'.._..-i F.._.F.._.. 1..._..J L.._..J' •L.._..J L.._..r 'L:._..J FLAG NOTES PROVIDE CIRCUIT L4B-19 FOR SMOKE/ FIRE DAMPER POWER. PROVIDE CIRCUIT L4B-21 FOR SMOKE/ FIRE DAMPER POWER. SYSTEMS PLAN sCsLE 1/a _r—o. 0 N 0 CC W cc I—I LL SCALE: AS NOTED N PROJECT NUMBER: 8011 DRAWN DINED BY: BY: DfLS SLS DAM 9/5/00 MEET FA -1 *IA t"t$rq*.r IN 417411 �P rr(t R1* (4 c)' 7. 11 .74 ft4/4, *`k'�r+ `"S14 014. ,N4'."7‘ Al .�I�"ae. �+ s 14Q 14)17,4114 !1'�%iart orrJil.r44 r f 4I IP f 4 1 S^ 'F kk ,n I('k t •44 A3, W Y U I 1 w} , P.6,1;',(1 ♦a i .44 l�4'' k f l� I ja . 44 f t A W 4 1 4 4'''.► a IV kk, 4 � 4 4t4n,� 1 1.? 41 «4 t F 11 a 4, 4 �1 f 1l A4 +'l +'{r fi 5 as lla r l4 �n , P r ' !7 R. 4 l i4 w µ p 1', P 4 r + Q u r N t4 r 44)4 IA 4b x , t�� ta e 4 1 r{ 44 r 444 4 6 r " 4" t 4,114rvl4 1[y4 r4• 4r 4 44 f ut n +F71Ar VIA/'1414 +t4 h 344'• v 444, t aerr en 5,t5 ort r7 o ; v, d 1 4� 4r Wr r 1146 iv , 444, 4r a4 .4 .44 1 ,rµ11 y" 4r t 7* 4 444 4 # {, iV '1 4 S; h,l a t +v N a�ytr 7; Itt r t r 4, 44 5". 4 04 44 4 4 4 r � 74t.04}wx 1 r 4r' Al4'i n +4 1 '4 4' M4Y id .4i 4 44: t t d4 P') d, + 44 boa l 4 4r ' 4,I 4 W 4 44 A' 91 1 (4 (4 ?„ d 1 48 4 1 4, 41 Irr 4 r'yrf 4 4Y v I s r 4r 1�1 t5'�*4t 4 ,r ,o ,tl t f x 4 lr " 4 55 1 , ? k r e f t 1 A {M 1 , t n v 6 1 d r. 1 1 t 4 c f , 1444 4 4{ / r r Ps r •,r � r+r 'w 4 4 b4 a � 4 r P r, 4 74'1 , r 4 9 Jt h, ^ 1 !1 4 h1Lt tr +� a kvl}Y 1 �' ✓w4 ,,T Yr < J� 4 4 >vtf', 3 r n r "� Vr9', C V tr` ++4r �e ,iw #�w 147 4 't.„, 4. } 14/ 4.!,. tr( parr Mr i +11141 4f a V r ' ,4 i `4 4i 14 NI 't t 6 r i 74 4 J 24 r y C 1 4t p n , S 4 _'� i 4. Vti d+ r Aa 1' r "; M „AS W t 4 4 '" 1 1 F n ! f Jt , r y r4 " k• ',r; " r fal ly 4a= ! t �^4 4i. • t w y,4r • 4c k rq b• ^� 4 4 ff 4 t "! r 1 M Y f ! h wn r� 4 f t A 7. F 1 0 4 a 4 w y 1 7 t f j 1 'I�' i t 1 f s 4 t h t r 471 ), A. t, 7 44 4. 4 t{ f F 547,1 0.0 1 k4 r F 1 lrr to µ 4 44 7 4 4 4 w l t'',a 44 43 r4 t! h v v Ab a or 1614 T "" r r iw p 1 I ^4 I i 7 44 1 ', r v, 1 Mti a Xr r „. t V }r* 1v fi 4 4 114 a s 35,4 4 ti r t 4 i '44/4/4/.:71. i ' t4 S s t4 S /t r iJY 444' f + v dk,4 ' 4 r r r4 0?orrt6a49,54 tr11 r4�°N t 1,470444 ,i� 1Ire T4ri $r r '1t / r 1 0M'f +u ,rr pR` arra4 Vd` pit rye Z y rt ' 'v i '� r4 08 hr frV 4 l 44 4 A IM 4 0 1 4 a 16 4 ' 14 f 4 in arHi „ i Sv � '14 n:4.c' 114"; +14r.�r7r s_ +'4 ' .44v� / 1M' 9 p '" yt^ c t � r 4 4 t, l k, q { �r a r v h 1 �`s 1- I I '-,,*,g', 1 � m r '''t'' ar 1 1 7 7 r li , a 04 , I t a h r d 11 v. 1 4 d vrft.fi e77r 5, ' 4. 1144 f1 4» a v1 t{ A, 4 h " t c r n gar QiS 3a1 c+ r +4 y " x�) v 4 `4 f* 44 1. i^' P �� 4' .4j f Y� 9 4 04 .k • 4 f 44 M 1 i 44 + 4 4 14 ,I " 4' 4 t'v 4 4 5 r i „ t wA t. J 3 4 .ter 7 4 4 d .A 4 1 d r f ''r'"';'' I,ti.''7, '1,,; v f a1 4 41 a 1 1 ' s4 7 7 ., 7 f ! Iyl j44 1�°t 5' "It = j1 4if r Ar. 474 4 t4 r1 I .« 174 ; 4I v r w� I r 4 =, r 1 N )"14' � 0 r 4 } A tG c " v r }r i t l a! a s t 41 iti 4 rNr i 7 d t VM 4I• 4 r Lt T1 rr't�t, 441 w a4 r4r 4 r 4 4 1 C P 1ci4 r 1 r t 4+s 4t C iy A . Y, f .aT r o .4r e 9�f i n 4r," P 4144 Jr • 1 144} '4'' ra r� at i4 f A fs td it4 '4 i ,n} 441 c r r� '4-4. - ' E 4 11' 7 4 �r •"",*d4 r„yx'. 1;4'x,,, ii4 U a74444A 44"4�y ''''I' 3? ti 1 41 rc'c.'k 1 44 S54\411% x11 1° r1 , 4 y 4r 4 ^a k 1,4 .4, t Jt'4' I, y T f 1 4 �4 ^ < a u 4' 114 a t '"`"a" ; 7 4 n" 4 4 4 S N t A j t, u 4 }r tot ' i. �r yt4'7Y114446 R. 44 I , t r 14 i l$ y 4 1 µti 4 r 4A41 a 'p,c'c cc.rA }414 % 11 ft W t, IA 4 ic 4 4}4,, IA,5t 4.444 4. Y e 7 3 r Ar , J 4 M!' • 1 pf 4 1 i i l4 W 1I 44'04 S 4 .pr4rV�L fb 74, pt rh+1= I 4' a 4 k 4 �"4M1r ' ''Ig s t� '4 it ti A.41%y10-r ., 4 r Ip':7 � t 1, tr A .a04; 41 4 4T a2 itr 4411µ"t t r 1 �+ 344 .4 7 4 4 t4rf j4A4 444.7{ t4^w e40. ,1 4A A r F 44 V r r IN4 1. 3 44 1.4 *CO 4 4t« t Y 'i7 4 1 • 1 4 h 17.'.4, M 1 NIR 444 4lI 4 p 4 µ µ"w41 r t f 4 t 1, 9 f° I 4 4,1 7416 ' 7 44 h' + p 4 Q 16 7".,, ,d: l kn • 4+ 4, 4 7 d b 't rN r 14 1 r A fr A L R f41)44 .4 , 4 4' I I 54 I M ! r 44 4= 4 i tt y +, yi' v^! ., �i' S 51'rt' �' 7 3 7 I 1 tr H 16. It, f 1r + 41 4' it 45 w r 5 a 1 1 r r 1 t 45 t ,= 1 4? 7/ ah i r7 x' d f 4 4 I 4 n 4 4 "4£44' ^+, r 1 Ory, 54.101416 A' p{ Ip r /4.4 t r 41' r r4,� w �I v < r w4 o' .n � w + I, .4 r 41 If t o 05 a 4 {" 4� k v'a 4,rt 4 1 d r ?'r ;r 41 „v r ! 14 1 , ,i 1 4Aw4 u O a t 5 Ai i 0 A (1.4 t4r 4 y 4 4`6 t 7.4 4 " [ yna,r 4 4 ,,), vt,`� Vr. ��a °4 }"rr '4 1,, `04 w'y R 4 e a( •r i 'v4 r 4 hr��* n m t e k t44 4 a w i r4 tTµ'J` 14 fr R 7' r Y 1 i r o Frit Srty'�1✓t�t /.i ,t R 14�y r�tirr f �I1 +.4 �� 7 k i 4 , 4 7 4 ,7,, A 4 y L" 74 u T t "4 "1 ., 14 d a �, 4 M r 4 14 4 q a ' t ; r +. C kat ,, 4'1 49 r t. tip 4 4 1 tr v4' I 44 r, i IC. V • r F 1 4, J4 4.. 4. f y r "e'`'' 4''' W 41,, 4 4 44 x x I j 1 44 mr 4 I f /A. 4 4 I 1 r " 1 , 1F y 1' * 1 y 4 ( 4to t '4 rr 4 4 4 4 ti 09k 1y 7 r N?r f14 N 1 r I v Ilk L 44 • 4-L ti IP y r f i 'tr 4 w 4 4 W r 4 4k • k 4 S I f 0 4 M t j 4 rr 1 h.,, A A4' r Cyt t.r 4- f r { N a r 11 4 1 44 'fb'1 i 54f4, 11 tS J1 rr t4 I i S h f '$ 4' .4'fS .4 i 60 1 41 1 4' R44. 1 3 4 , 1 14 4^ A. }" 4 1 4 1, I .4 1 x"414 jfi144` d43* a4 I w 444 444 4 1 4 7' b 1'} 4 r4 ♦4' 1'1 r441h 17 A. '1, 4i it 4104 444 4 44 1 14 4 41 4447, 4-5 4 1;1* of tau 4'4451,164 v1x w r '117 7 X7,1 a` AOR4 v 41 t ; W ? r , 1i 4 r It M4 4y J 4974 1 ¢ 4 ; 4 44 .4 'A P >w r p 4 r N ar a Ha Vi ar 7 rit 44 4� 1 i at r 6 a , It dr 41 i 44 1.�4r �4 rk 1 r4P1 t I 1 4 rr4t r 9) ° t r r } r" 41 1{ r 4t d t- 1 41444 1 4 a� t t 4 4 1 61 4 k t• u t .4 r t✓ 4 4 4.4 N 4 1 44 4 1f 1 5 44 4 4 r 4 ra 4 %'4 60 A ., 4r ,.4 f 4 �p li 34, 44 X4714, 14 44 4, r I47/57 q)) 4 5.F ° l+)41 t A r 4 ur 74 415 M 7fi4 r r 7' 41rs1 4 tift p F Y I e >F i d6 1.54444 4.47 fF r r<4 s� au r t N'1• Nn .5 't 4 If j S,"563 4,5 I A 1 4 "1 i6 h 54 t l 4+ 44 f' , 14 ,4.4 / 14 4 M N t 4a ''.4 4 1 .4.4 1 t`}N t'1 7 4 4 r 4 t .4 1 F1 ,414 t It v' 4 ✓ txtit,°,r p. ?Irr }'.ir4 to '4 •1 4 �, lY 3• ,4 .t . t 1 4 4 r A 4Z kr r rk4 t Ar' % t rr , 44 4 7 y st 1! 4,1 u ' 44 � I 1R 4 4r fa f C 41 44 '' 144 n u r/ r r I w I "�64� 4 ( 6. !"°r' n I ,:',"k,44;4' { l 141 y 4 yd4 1 451 4" r �.i Y I i f , f d r , ,. * , b 3 t n "4.4 1 r +r �t 1 rf ��, 1 147 r 3 ,417 r, ,Y 4 4'1.' 4 I 44 , 1 4444 , 4 4' ,+ A. h t 4441 7 4 w 1 447'4 444 '.5144 JM 4' 4 +nl au1 JI 1 11 rf4 44414 44440,' "u S tip` r 3 '4 1 +4 4t t f 44 1114, 4 4i { �{ 44 .4 1,1 r ,4•.5.444/ Sr. 4 M 4' t p. 11, 44' 4kr 114+�'A'4.Y7 .4 {off 4., 1 Nt 'tw 4 a7 p T J 17 4 4ti M /n 1 `r 1 14164 "4 l'4 hr +rf 44 f 6 1014 4 it wk 4 r 4 14 r I 1 r 1! 6 4, t 7 4 4 r u r 'tot kl 047 r, I 1A A Vd ,/ t ;t41 in Y' I4.4 xf 11 11 44 *r 54 Ir { 44 rfr 4, IA I 474 too 47 I4 41 At 4 5,553 A.44 k 454 1 it PP 11 A 1070 r(t'4 4tr, AN 4.0 tR4 0" 1 44 t‘o 41 54 1144 411'rra 11"4.1 te ritt .014 41. 15 I a If 6 44 13 4 00 41,4 54 05 0 4 55 It 557 t H4 /17 4 4A4 1 6 14 41 140.4 414 ▪ A4 4 5 a 4.6 10 14 fr .47 34, 44 4 54. IS 4 Ls 44.4 74 16 444, 1 454 34 4,011 11 64 watt 7 1' Existing Devices are Shown in Gray Scale SYrnbol Wire Legend Descnotion 2 14 AWG Solid Fire Rated Cable Type of Ortiat Audible (NAC) Circuit Symbols Legend 'FM Descriptor' Mounting Manufacturer I,DroD 5 1 Intelligent Fire Alarm System Control Panel (Existing) CAB A4 Enclosure at 72" to Top , Notifier Part i AFP -400 (A:F§1 ' .1 Audible, Power Supply (Exciting) Surface Wheelock PS12-24-.8 Ei4 Horn with 15cd Strobe 2 Gang at 80" to Bottom Wheelock . , 8 7 Hom with 75cd Strobe Existing 61 2 Gang at 80" to Bottom Wheelock g3 63 Horn with 110cd Strobe 2 Gang at 80" to Bottom Wheelock NS-24110Wt FW (i) 3 Strobe 15cd 2 Gang at 80" to Bottom Wheelock RSS-2415W-FW , , Existing Devices are Shown in Gray Scale SYrnbol Wire Legend Descnotion 2 14 AWG Solid Fire Rated Cable Type of Ortiat Audible (NAC) Circuit APS -3 Level 2 Item Qty Part it Battery Bac up Calculation Descnpbon Remote Power $upply (1'xisting) Slim Horn Strobe 15cd Sync Horn Strobe 75c Syne Horn Strobe 110 d Sync Horn Strobe 15c Sync 15cd Strobe Standby Current Total = Alarm Current Total Min tes Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Battenes Supplied Standby Alarm O 075000 O 000000 0 000000 0 000000 0 000000 0 000000 O 075000 O 088000 0 186000 0 230000 O 088000 O 063000 0 075000 X 24 (Hours) 3 224000 X 083 (5 Mins) Total Standby 0 075000 0 000000 0 000000 0 000000 0 000000 0 000000 0 075000 Total Alarm 0 075000' 0 616000 1 302000 0 690000 0 352000 0 189000 3 224000 1 800000 0 267592 2 067592 0 620278 2 687870 4544 44, AT 14 14 GENERAL NOTES 1 INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA. LOCAL,AND STATE AHJ S, NEC AND CONTRACT DRAWINGS 2 WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL r:INDUIT ROUTING 3 ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND ANJ r 4 THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE TEST 5 VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS 6 FIELO VERIFY WATER FLOW SPRINKLER, 'SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS 7 FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTOL 8 SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 -0" OF AIR DIFFUSERS ' 9 NFPA 5-3 6 1 3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEA*UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A T&M BASIS 10 FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS 11 ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS SHORTS GROUNDS AND PROPER END OF THE LINE RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESeNTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT 12 A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS 13 AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE 14 NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED POLARITY IS OBSERVED SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS SHIELDS SHALL BE TERMINATED AT FACP ONLY "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM 'ANEL BY THE INSTALLING FIRE ALARM TECHNICIAN " 15 MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEINGINSTALLED , ' 16 AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE PRECISION ALARM NEEDS R AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS DUNE 011 11 35 11 57,:rt or V 74 I 4 555 50 11 055, 4 to 04 -.5 744 1717 IAA ACCEPTED Wthout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions deletions or revisions lo these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date 5( (--t(u) By ))11 5 ( o TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No and exact address for shuta otown or restoration approvair r FILE 0,44 ft t 340 ?A1 1r44 • o 1 4,41 755 eJr lj 14 14 4 61 IA 04 a 3z 4.5 50 174 le en 5 65 tAA 4,0 4114 or 1 rs 54. 41/ 447 41 A 4,3 rt 744, or rt 45, 71, 06 frkc 541. 514 1;:r a;in 14J 144Z (f.) ," 14 606N3 4o." ors, 1 o o ,1166 A 45 444 (gt) 41* At e .1 4 1114 siitC r. 1 4 03 444) A5o 451 Ato 7°444 1 4 74 44 1411 74 74 t 744 UMW 64 0 51, ,or I 584 ft - 411 14 At 0.66 I 1. 411 [J.° 404) It 414 1 14 4 13 A 4 PRCVECT NUMMI: 703' DRAWN. A,6, DESIGNED SEH 'WC i5 NAC Circuit Load SI Voltage I,DroD Calculation Aps-6 Candella Amps 3 Circuit Number Existing 61 62 63 64 , Wheelock Ceiling Strobe RSS-2415C RSS-24100C 15 100 0 083 6 300 Wheelock Strobe WP Strobe - RSS-2415W-FR RSS-2430W-FR RSS-2475W-FR WM3T-24R 15 0 063 30 b um 75 0 165 100 oda 0 088 3 Circuit Circuit Length (ft)(14awg), o EOL Voltage Ci4awg) EOL Voltage (12awg) Amps 0 646 1 055 0 774 0 734 290 , 290 225 186 23 02 22 39 23 08 23 28 24 00 24 00 24 00 24 00 APS -3 Level 2 Item Qty Part it Battery Bac up Calculation Descnpbon Remote Power $upply (1'xisting) Slim Horn Strobe 15cd Sync Horn Strobe 75c Syne Horn Strobe 110 d Sync Horn Strobe 15c Sync 15cd Strobe Standby Current Total = Alarm Current Total Min tes Total 30% Battery Depletion Total AH Rated Batteries Needed Total AH Rated Battenes Supplied Standby Alarm O 075000 O 000000 0 000000 0 000000 0 000000 0 000000 O 075000 O 088000 0 186000 0 230000 O 088000 O 063000 0 075000 X 24 (Hours) 3 224000 X 083 (5 Mins) Total Standby 0 075000 0 000000 0 000000 0 000000 0 000000 0 000000 0 075000 Total Alarm 0 075000' 0 616000 1 302000 0 690000 0 352000 0 189000 3 224000 1 800000 0 267592 2 067592 0 620278 2 687870 4544 44, AT 14 14 GENERAL NOTES 1 INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA. LOCAL,AND STATE AHJ S, NEC AND CONTRACT DRAWINGS 2 WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL r:INDUIT ROUTING 3 ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND ANJ r 4 THE SYSTEM SHALL BE MONITORED BY A UL LISTED MONITORING STATION BEFORE TEST 5 VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS SCALE AND PLACE ALL DEVICES PER ELECTRICAL/ARCHITECTURAL PLANS 6 FIELO VERIFY WATER FLOW SPRINKLER, 'SMOKE DAMPERS AND DUCT DETECTOR LOCATIONS 7 FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTOL 8 SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 -0" OF AIR DIFFUSERS ' 9 NFPA 5-3 6 1 3 REQUIRES THAT NO SMOKE DETECTORS ARE TO BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEA*UP MUST BE CLEANED OR REPLACED ACCORDING TO CHAPTER 7 AND WILL BE INVOICED ON A T&M BASIS 10 FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF TECHNICIANS 11 ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS SHORTS GROUNDS AND PROPER END OF THE LINE RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESeNTED TO FIELD TECHNICIAN UPON ARRIVAL ON SITE FOR CHECKOUT 12 A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY FIELD TECHNICIANS 13 AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH PROJECT MANAGER SERVICES MUST BE SCHEDULED WITH PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS NOTICE 14 NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING SPLICE IS PROFESSIONALLY INSTALLED POLARITY IS OBSERVED SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS SHIELDS SHALL BE TERMINATED AT FACP ONLY "CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM PANEL AND THE LAST DEVICE ON EACH CABLE RUN SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS SHIELDS WILL BE TIED TO GROUND ONLY AT THE FIRE ALARM 'ANEL BY THE INSTALLING FIRE ALARM TECHNICIAN " 15 MOUNT AUDIBLE/VISUAL DEVICE BACKBOX AT 80" TO BOTTOM AFF OR 6" BELOW CEILING WHICH EVER IS LOWER SEE FLOOR PLANS FOR CANDELA RATING OF DEVICE BEINGINSTALLED , ' 16 AS BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE PRECISION ALARM NEEDS R AS BUILTS 2 WEEKS PRIOR TO AHJ TESTS DUNE 011 11 35 11 57,:rt or V 74 I 4 555 50 11 055, 4 to 04 -.5 744 1717 IAA ACCEPTED Wthout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally with the designer Additions deletions or revisions lo these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date 5( (--t(u) By ))11 5 ( o TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No and exact address for shuta otown or restoration approvair r FILE 0,44 ft t 340 ?A1 1r44 • o 1 4,41 755 eJr lj 14 14 4 61 IA 04 a 3z 4.5 50 174 le en 5 65 tAA 4,0 4114 or 1 rs 54. 41/ 447 41 A 4,3 rt 744, or rt 45, 71, 06 frkc 541. 514 1;:r a;in 14J 144Z (f.) ," 14 606N3 4o." ors, 1 o o ,1166 A 45 444 (gt) 41* At e .1 4 1114 siitC r. 1 4 03 444) A5o 451 Ato 7°444 1 4 74 44 1411 74 74 t 744 UMW 64 0 51, ,or I 584 ft - 411 14 At 0.66 I 1. 411 [J.° 404) It 414 1 14 4 13 A 4 PRCVECT NUMMI: 703' DRAWN. A,6, DESIGNED SEH 'WC i5 !'r 1,4 f 9"fi""rayaatr,444 IAf74'ill 4'>,1,' D4'd .r74(W"' fit ?T. rl'yr„.49 J I T a 4 '! t Y + 7 f 47 4 ^F M �+ {�; F f H J r 1, 4 ,4w 1 4r, vldA �' '� M4t},i �1' 440 1 e ry J +1 i�rJ r '7 k;• i "41 I vt kVi } IN 1 I 14 i' 44 41 rb i b t.i r '4 4 } 4 74 r ., 4A ,, 4 44 r '14 INF F 4747 Q 3 4h 1r ,kA v'S , M14, P kNfi 4"' '4 k 17 147 Y r rpl w ~ti v �/ 1 Y N +4 / qN h 4 e1 1474 r �¢ 4 4' J +1 4 r ( 'P' I M a •4,J 1 { t \} M A 4 4 '1 AIFY4+ 1 9.4*: 4 1 y� 434+r f trc r 4. 4 e Fat + .7 1 1 417 } 11 i/ '1 . 3 4 7 4+ 4 , 1 l V J } V v N y- f 4 ,4 � °V r I i N t r, r a 34' 4 t, 1rq+ re4 r 44 r ' N w 4 �F a 44 4 14 14 I 1 4' a 4 4 }r 4 I 14 t 4 14 r a, 1;4 70. 4 t / 1 FX 4.477 N i r 4 4 / 4, to 4' .h 1 �I 4 4444 tit 7 IW s4 .jr '1 to NJry 4L to 4, r' A 4,9.4 4� 4 1 4 e47'14 44 r4 4 Y1' 4 n� I. V 4' N "7 '',I 'CA 1 7 a 44Jr 4, 4474. 4 r .1 r7#74 4' 47 At, 4 y r •4 a. 4' MM 1 4' '{ Y4 T Y 4 11 f '4' 4 44 I 4 14 41,47 44 3 44 yf yr } a r i 4 4 x 4 d 47 1 I iN 4 r x J t) rr it 2 A d '4 4, '14 44 6 5' "1 , 4 I I h 4444 a e S 7' 1 r "94. 1 7 FJ N } tY 47 1 74 41 Ar a i I r II 4 ) l e } 1 i' N A e 44 4I 4 3 9 , 7. 1 14'4'4, 4 1411 •{ 47 1 1 tl n1 4 I A 4 11 i N 7 I 4 4 14 N 1 J F 4'' 4 f0 44 .47 74.1 4 r t i 4 rpt I A 1 4x -4 I 4 }b. 1 1 "4 1 I. 2 4. 14F t41, 4 11 1 ,1 4 A ' • 1 e ,,,,. 4 I 4 '9„}Y+}'1 4 4A 1' ! of I f 43 r 1 r N� r 7 M'4. 4 4 4” I 14 " a 4 4 l 1 p , 1 '.1 h 14 4 4r 1 ai Y '4 r4 r4 1 t v e 44 4 4 '1 I,w a, 1 '4' 1 1 D,� 1 4 h 4 4 4 MI 11 '4 44 1 4 r, 4f 4 in 4 h r4 1 , r J J i Y ly r 4 r4 4' YY w 4444 W4 x " 4 , I CI 1 Jr 4 1 /1 Jr N y 7 A f � r 1 13 aF FI J s0. F r' r A /4 4 1 F 4 44 } i' '4 A +4 w 4, w 44 11 fi 4 X 44 4 4 t rar4 774 4 491 w , 1 n4444 0,7 3 ,1 rb r A .4744'4,0 4 r4 b ' '+, 4., /4 4 , 4 2444, 11,3 n r 6. r 4.1 } 41 V1 4444 d 44 r PI t Iia 4F 744, tr x 4' i x 4 H r 4 Jr 4A 4 r 4 rr 44' c 4 ) ( 5 77 io I 7 11 A411, '1'':„,'S171T'illt.tl I "4 * 4; .Li7,144‘.. 7141,94 Ir447/17- ea ery al IA I 414 141. 1 4- t. 4 44 947 971 aaa 7,3444, 41 1 0 t 44 Ft if 44 4 79- 44 17. 14 LIPS CLOSET AtaregittslAtTat CONFERENCE RM CONFER.ENCE RP -1 —OnN TO CONFERENCE Rfl UPS CLOSET 7,7 19 7 a la 44 ar hh 17, 44( a 141 411 ir 0 rie 441 1,4 44, t. 07/ 71,0 Irc 44 4,1 it taa rac re - 14 t • nji .27 rf ek 744.11. 41 747 S. 1.974 7,44 712. 47 17 1J4,4 yr DECK CONFERENCE Rti CKT 64 SHArT 11 A TELE LE3. -141 CC9v7ER.ENSE R.1-1 71,4e c 194 Y1 4 sa 74 114 rL,TuRE CORRIDOR GARAGE P201 1 4 c7 a.)LEEWEEL 3 FEE aLaRN PLAH K:7 SCALE 1/8" = V-0" It Fl ELD NOTES: 1 THIS FLOOR HAS AN EXISTING PRE-ACT1ON SYSTEM -74 1 19 141 14 cc 411. 4 4 74 ti 14 4 44 t4, 4i 47. r. 4 7 et 40 fr 10 1 Fir t 77 7r h IS 74, 471 arr 4,4 te 44 y set* Alt 17 0 A 41 40 .143 9 ta vl ff 4 rf 172 4, 9)4 fc • 197 14 4 14 74 44 4 441. .44 111 ar 79 1,4 41 714 ;Wa 4c1 1 , r 74- 1. 41 4F 6,4 cc 71, 74 A4 Al 031 4.7 '43 alC74.41 4 far .70 94 144 412 414 09 0 4,7 AF 7 t ,., 4° r..1 ; .. gl ,,,,, , sum As , tio.TED''''". ''''''i';'+''''''',:„:"Nt; ''''''' '',, :, / 1 4" at A 74' f " , 44 11/4,7.,a. - 0 ..../ N.,..":4 r,' '''''..,;''' ..;/''' `,. l' : 4.1.1.4b1T -4:: :',:r1c 9 I:4,04. .,/, ::;:ir,,,, ,i,: Yr 44 717 .11 .99 IA fr 44, 4944 PROJECT NUMBER: 760 DRAWN - DESIGNED 47 4 77.4 tt REPLACE DROP WITH 1" SPRIG W/ HEAD 0 12" BOD REPLACE DROP WITH 1" SPRIG W/ HEAD ® 12" BOD REPLACE DROP WITH 1" SPRIG W/ HEAD © 12" BOD REPLACE DROP WITH 1" SPRIG W/ HEAD © 12" BOD 2"x 1" MECH TEE G USE EXISI1Np 1" OU-Tf� FOR NEW FLEXIBLE SPRINKLER CONNECTI N CEILING BEING REMOVED THIS AREA 3EA< OOv 2"x 1" MECH TEE USE EXISTING 1 OUTLET FOR' NEW FLEXIBLE SPRINKLER CONNECTION USE EXISTING 1" OUTLET FOR NEW ARMOVER AND FLEXIBLE SPRINKLER CONNECTION O\=ESE\CE CEILING BEING REMOVED THIS AREA USE EXIS G 1" OUTLET FOR NEWe=T'MOVER AND FLEXIBLE SPRINKLER CONt1EC11ON CEILING BEI IN THIS NG ,DDE ARE REPLACE DROP WITH 1" SPRIG W/ HEAD ® 12" BOD REPLACE DROP WITH 1" SPRIG W/ HEAD ® 12j BOD RE•LACE DROP WITH PRIG W/ HEAD © 12" BOD 2"x 1" MECH TEE 2"x 1" MECH TEE FOR NEW 1" SPRIG USE EXITING 1" OUTLET FOR NEWARMOVER AND FLEXIBLE SPRINKR CONNEC11ON ---c -L-� B ING 0 2"x 1" MECH TEE EW FOR NEW 1" SPRIG OPE\ OFFICE UitET AND FLEXIBLE LION \EW OFFICE 2"x 1" MECH TEE FOR NEW 1" SPRIG E EX 'NG -a— OUTLET FOR NE ARMOVER AND FLEXIBLE SPRINKLER CONNEO11ON CEILING 1 IN THIS NO CHANGES TO CEILING IN CLOUDED AREA. EXISTING SPRINKLERS TO REMAIN 1" MECH TEE CV 2"x 1" MECH TEE _ I JTOLCO FIG 77 ATTACHEMNT g' X ANCHOR TO CONCRETE DECK � E\3 NTS Without Comments As Noted in. Red Per The Attached Letter These. plans have eee s reviewed by The Tukwila Fire Prevention Bureau .7onforman.ce with current City standards. Accer subject tt; efrors and omissions whichviolations of adopted standards and ord na:- =• The responsibility for the adequacy of w!th the designer. Additions, del; io a - ._>lo� ss to ,.hese drawings after this date WM void d! septa; Ice and will require a resubsnli , -1. = ;,,,i yrs for subsequent approval. Final accr p> rye_ r»a s< .. - Ci tem and inspection by The Tukwiia Fir Date: Y-1--11 TUKWILA FIRE DEPARTMENT -lease cal 206-575-4407 and :.:jive :his Fire Permit No. nd exact dress for shut- down or rraion -approval. 8" ATR OF L\E ESTA -TOLCO FIG 76 ATTACHMENT \T DETAIL FIRE SPRINKLER LAYOUT SCALE: 1/4"=1'-0 EXISTING SYSTEM = NEW SYSTEM = EXISTING SPRINKLERS = X 2"x 1" MECH TEE DUE TO ADDED WALL SPRINKLER ADDED TO MAINTAIN COVERAGE a PULL EXISTING 2" GROOVE CAP AND ADD NEW LINE YYA$MFPK3TON STATE CERTIFICATE OF COMPETENCY ti FRE PROTECTION SPRINKLER SYSTEMS r � r A Exptrt 12l31 " ?� iii L[ Ia Daniel Mcluen 66760791-C Level 3 VViking .; ler Company s W E N ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION AFF - CENTERLINE ABOVE FINISH FLOOR BFC - CENTERLINE BELOW FINISH CEILING BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC - CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ - CENTERLINE BELOW BOTTOM OF JOIST BOP - CENTERLINE BELOW BOTTOM OF PURLIN BTJ - CENTERLINE BELOW TOP OF JOIST COJ - CUT ON JOB GOE - GROOVE ONE END TOE - THREAD ONE END G -G - GROOVE x GROOVE T -G - THREAD x GROOVE T-T-THREADxTHREAD N.I.C. - NOT IN CONTRACT G.O.L - GROOVE -O -LET (GROOVED WELDED OUTLET) P.O.L - PIPE -O -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY REVISIONS DESCRIPTION VIKING VK534 EC REC PEND VK534 155° 3/4" 11.2 CHROME CHROME 15 RESIDUAL: A VIKING VK532 EC UPRIGHT VK532 155° 3/4•' 11.2 BRASS 14 FLOWING: A DATE: A LOCATION: A PROVIDED BY: A FIRE PUMP INFORMATION A TOTAL SPRINKLER THIS SHEET: 29 PUMP TYPE: RATED PRESSURE: A VIC FLEX HEAD AH2 SEE PLAN 2"x1"MT IF NO EXISTING OUTLET FLEX �- EAD DETAIL NTS VIKING AUTOMATIC SPRINKLER CO. POWER -STUD+ SDI ICC REPORT #ESR -2818* MIN OF 2500 PSI CONCRETE MIN 3 1/4" CONCRETE OVER MAX 3" METAL DECK 3/8" ANCHOR w/20# TORQUE: TENSION=1325#, SHEAR=1380# 1/2" ANCHOR w/40# TORQUE: TENSION=1565#, SHEAR=I685# /4" MIN cia.c?)4( 41041P • Ow • 016 ROD COUPLING THREADED ROD PIPE SIZE I" 1.25" 1.5" 2" 2.5" 3" ROD DIA 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" BOLT LGTH 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" IMBED DEPTH 1 5/8" 15/8" 5/8" 5/8" 15/8" 5/8" 4" 3/8" 6" 1/2" 8" 1/2" 2 1/4" 1 5/8" 2 3/4" 2 1/4" 2 3/4" 2 1/4" ANVIL #69 OR TOLCO FIG 200 HANGER RING 06/2013 VIKING STANDARD HANGER HANGER #I3 HEAD ADJUSTMENT LEGE\D A = NEW ADDED SPRINKLER o R = RELOCATE EXISTING SPRINKLER L❑CATI❑N o P = PLUG EXISTING OUTLET E = EXISTING HEAD / NO CHANGE TO L❑CATI❑N / EXISTI\G SPRINKLER MEET THE CITY OF TUKWILA CODE FOR ORDINARY HAZARD GROUP I, EXISTING CENTRAL SPRINKLER NO LONGER AVAILABLE, SUBSTITUTE WITH VIKING VK534, MAX SPACING FOR VIKING VK534 IS 20'x20' MAX Min, spacing is 8'-0" GENERAL NOTES 1. OFFICE AREA ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 (2013 ED.) ORDINARY HAZARD GROUP I 2. VIKINGS POINT OF CONNECTION IS EXISTING OUTLETS OR MECH TEE IF NO OUTLET. 3. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS. 4. ALL MATERIAL IS NEW AND U.L. LISTED AND MEETS THE REQUIREMENTS OF CITY OF TUKWILA 5. OWNER IS RESPONSIBLE TO ASSURE THE STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY VIKING TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 6. THE PROJECT IS NON-COMBUSTIBLE CONSTRUCTION. FIRE SPRINKLERS WILL NOT BE PROVIDED IN ALL. CONCEALED SPACES, INTERSTITIAL SPACES AND NON -ACCESSIBLE BLIND SPACES EXCEPT WERE SHOWN ON THESE PLANS. 7. OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40° F. MINIMUM AT ALL TIMES YEAR ROUND. 8. VIKING ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY VIKING. 9. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25 (2002 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THE SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). STAMP PORTLAND MEDFORD SEATTLE FIRE PROTECTION VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO PROJECT: District Council Laborers TI 12201 Tukwila Int'I Blvd BId C 3rd Floor Tukwila, Wa 98168 p ID A!► -3 2018 -UKWILA FIRE New TI c� ' APPROVING AUTHORITIES TOTAL SPRINKLERS THIS PROJECT: 29 RATED GPM: City of Tukwila THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: 8/8/18 DRAWN BY: Ty Allan SHEET NUMBER SCALE 1/4" = 1'-0" PROJECT NUMBER: WST-6066 FP -01 WS 5 WS 4 8, - 0" TYP. L 53i1 48„ DEMO-EX-DROP- ADD EMO X-DROPADD NEW UPRIGH HEAD WS 1 ,1 .. CE'MO EX DROP ADD NEW 11PRIG I rIEAD_ R TERRACE 00 216 SF OPEN OFFICE L 01 1 2919 SF CUT IN NEW SPRINKLER FOR NEW WALL BEING ADDED APPROX. 3,200 SF OPTION: PAINT CEILING AND DUCT WORK, ETC. FEATURE WALL TO REMAIN 0 PRINTER/COPIER. PROVIDE LAN CONNECTION SEE SPECIAL POWE:. NOTE 7 r.?`.`- -a ; `1---1-. 31' -8" i MEETING 2 I aa -1 \, 394 SF [ry aQ : CUT IN NEVU SPRINKLER FOR NEWWALL BEING ADDED .�-` DEMO EXISTING ROOM f/ / ;. ' C `\ \� L. / ''---...�✓/ / \\ \..- WALLS AND CEILING It FLEXIBLE SPRINKLER MEE T IIS I 0 3 r 3 FLEXIBLE SPRINLER COFFEE BAR = 0,1 � ✓ a/w / t! 1 l—o" r 1 �--1 Ch�;Q CtiQ t NEW CARPET APPROX. 400 SF L WORK ROOM 24" x 48" STORAGE RACKS - fes, NEW GLASS DOOR -- WITH SIDELIGHT -- PROVIDE OCCUPANT Ntai IPreA i ION « 11 of D (4) NEW WALL SCONCES y ; ,PT N f EILING CLOUDS ) 1 1-612 A 0 NEW WALL FLOOR TO STRUCTURE 1 OFFICE 167 SF OFFICE / MTG. 05 143 SF FIRE SPRINKLER LAYOUT SCALE: 1/4"=1'-0 O Without Comments O As Noted In Ret O Per The Attached Letter jeans have been reed by The Tukwila Tire 'rJn Bureau for conformance with current City .., rds. Acceptance is subject to errors and -.::ons which do not authorize violations of adopted 4F 1 dS and o:rdlnanc's. The responsibility for the R�?:vy' of design rests totally with the designer. ;.Ors, deletions or revisions to these drawings after a will void this acceptance and will require a ,.tr ittai of revised drawings for subsequent approval. 1 acceptance is sub, ct to field test and inspection by l Tukwila Fire Prevention Bureau. i Lik FIRE DEPARTMENT (moi 206-575-4407 and Fire Permit No. js-- taddyess for shu "a or mato.on h ro=, WASHINGTON 1167 ATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Daniel McLuen 6676-0791-C Level3 Viking Aut. SprinklerCompany ...R.� w SEE PLAN CD- C FLEX HEAD DETAIL NTS VIKING AUTOMATIC SPRINKLER CO. POWER -STUD+ SDI ICC REPORT #ESR -2818* MIN OF 2500 PSI CONCRETE 0 MIN 3 1/4" CONCRETE OVER MAX 3" METAL DECK 3/8" ANCHOR W/20# TORQUE: 1/2" ANCHOR W/40# TORQUE: I /4" MIN ROD COUPLING THREADED ROD PIPE ROD SIZE DIA I" 3/8" 1.25" 3/8" BOLT LGTH 2 1/4" 2 1/4" 1.5" 2" 2.5" 3/8" 3/8" 3/8" 3" 3/8" 4" 3/8" 6" 1/2" 8" 1/2" 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 1/4" 2 3/4" 2 3/4" IMBED DEPTH 1 5/8" 15/8" 15/8" 15/8" 15/8" 15/8" 15/8" 2 1/4" 2 1/4" ANVIL #69 OR TOLCO FIG 200 HANGER RING 06/2013 VIKING STANDARD HANGER HANGER #I3 HEAD ADJUSTMENT LEGEND A = NEW ADDED SPRINKLER R = RELOCATE EXISTING SPRINKLER LOCATION P = PLUG EXISTING OUTLET E = EXISTING HEAD / NO CHANGE TO LOCATION / EXISTING SPRINKLER MEET THE CITY OF TUKWILA CODE FOR ORDINARY HAZARD GROUP I. EXISTING CENTRAL SPRINKLER NO LONGER AVAILABLE, SUBSTITUTE WITH RELIABLE J112. MAX SPACING FOR RELIABLE J 1 12 IS 20'x20' MAX. Min. spacing is 8'-O" GENERAL NOTES 1. OFFICE AREA ARE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 (2013 ED.) ORDINARY HAZARD GROUP I 2. VIKINGS POINT OF CONNECTION IS EXISTING OUTLETS. 3. NO MAINS IN TENANT SPACE, NO UPGRADES TO SEISMIC WILL BE DONE. 4. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS. 5. ALL MATERIAL IS NEW AND U.L. LISTED AND MEETS THE REQUIREMENTS OF CITY OF REDMOND 6. OWNER IS RESPONSIBLE TO ASSURE THE STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY VIKING TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 7. THE PROJECT IS NON-COMBUSTIBLE CONSTRUCTION. FIRE SPRINKLERS WILL NOT BE PROVIDED IN ALL CONCEALED SPACES, INTERSTITIAL SPACES AND NON -ACCESSIBLE BLIND SPACES EXCEPT WERE SHOWN ON THESE PLANS. B. OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40° F. MINIMUM AT ALL TIMES YEAR ROUND. VIKING ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY VIKING. 10. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25 (2002 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THE SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). 9. W N s E ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP AFF - CENTERUNE ABOVE FINISH FLOOR BFC- CENTERLINE BELOW FINISH CEILING BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC. CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ - CENTERLINE BELOW BOTTOM OF JOIST BOP - CENTERLINE BELOW BOTTOM OF PURLIN BTJ - CENTERLINE BELOW TOP OF JOIST COJ - CUT ON JOB GOE - GROOVE ONE END TOE - THREAD ONE END G -G - GROOVE x GROOVE T -G -THREAD x GROOVE T -T -THREAD x THREAD N.I.C. - NOT IN CONTRACT G.O.L - GROOVE -O -LET (GROOVED WELDED OUTLET) P.O.L - PIPE -O -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION VIKING VK302 REC PEND VK302 155° 1/7' 5.6 CHROME CHROME 2 RESIDUAL: A 0 RELIABLE J112 SSU JI12 165° 3/4" 11.2 N/A BRASS 6 FLOWING: A DATE: LOCATION: A A PROVIDED BY: A FIRE PUMP INFORMATION A PUMP TYPE: A TOTAL SPRINKLER THIS SHEET: 8 RATED PRESSURE: APPROVING AUTHORITIES TOTAL SPRINKLERS THIS PROJECT: 8 RATED GPM: City of Tukwila PORTLAND MEDFORD SEATTLE yotING- R,07,cnoliLE COPY VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO PROJECT: The Pacific Institute TI 12101 Tukwila Intl Blvd 3rd Floor Seattle, Wa 98168 PAID OCT 20 2015 New TI TUKWILA FIR 1 ,21/12 THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: 10/20/15 DRAWN BY: Ty Allan SHEET NUMBER SCALE: 1/4" = 1'-0" PROJECT NUMBER: WST5846 FP -01 COMMON PATH Of EGRESS TRAVEL EXIST! G SUITE FLOOR PLAN & EGRESS PLAN 1/811 = 11- 011 Design per NFPA 13 - Ordinary Hazard - 130 sq ft per sprinkler All materials to be new, U.L. listed, and F.M. approved All heads to be a minimum of 6' apart and to be unobstructed by any means 3 Peict rfoJei FI 155 57-00,01-,, u aM - -!i ✓ Q' ow) or 7 e /6r EXISTING SU 208 RETAINER STRAP WHERE REQUIRED IN SEISMIC AREAS TOP BEAM/ C -CLAMP WITH SET SCREW 3/8' ALL THREAD ROD PIPE SWIVEL RING STEEL JOIST/TRUSS HANGER DETAIL NTS (d)= Ductile iron Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but uses a steel electro plated u -bolt to save space and for easier irrstallation In tight places. It is ideai•for direct connections with sprinkler heads•and drop nipples - HOUSING: Ductile iron ASTMA536 grade 85-45-12. COATING: Zinc electroplated U - BOLT: Carbon steel SAE grade 2, zinc plated. NIP: Carbon steel ASTM A194, zinc plated. GASKET: EPDM (-3O92 to + 230'F) THREADS: MT -3 NPT per ANSI/ASME 51.20.1 MT -9 British standard parallel (BSP) per 5S21 C ittit 3`# .. ivt NOMINAL 1145 IN. . �. ;1U1E tf l'lti- A refs Mos WORSJI6S ).7.1./ •.. N pe 3744 IN. ... 47Yx 1.15,91c,r, APPROX, W8IG.NT EACH Lor:.. 1. 9 G o x 1 1/4 =1/2 300 1.19 2.14 1.54 3.30 1.31 121 3.25 043 11/493/4 300 1.19 2.14 1.74 3.50 2.24. 0.97 1 1144 1 300 1,15 2.27 1.51 3.70 3.50 1.27 3.25. 1.08 .- 1 12 x 1/2 300 7,19 246 1.76 1,33 2.26 0.63 1 1/2x3/4 100 1 1.19 2.25 1.76 :lSO 1.33 2.25 0.67 1 12 x 1 700 7,12 299 1.73 f 3.50 7.33 3.25 1.50 2412 :104 "Lip 2.51 2.01 3.75 1.-,, 1 2.76 0.97 219/4 300 1.79 2.51 2.01 3.73 1.7771 2.25 1 0.34 2'771 300 1.19 2.44 1.G/1 3.75 ' 1.54 2.25 . 7.25 - 1.09 7.89 __._ 2 1/2 x 1/3 . 300 • 1.19 2.77 3,70 4.25 7.87 1 3 12. 3/4 300 1.19 2.76 2.25 .1,26 7.111 2.25 O.Sid 2 1/2 x 1 300 1.19 3.88 2.22 2.32 0.22 I 4 2.7 Ij!-_ 1 Irl I nn .0U fir - 25 1 2.25 r- 2.21 T- .7.70 7T--- 1.14 -- 3 0.0.2712 300 1.19 2 52 7 O.6D 5.35 1.1.1_ 3I).O.x374 ...... s d till-_ 704 500 1.1y 7.19' 292 7.:11 1.-g--- 'tr-4 .1.75 4.28 A ACCEPTED nr. Without Comments D As Noted in Red D Per The Attached Letter hese plans have been reviewed by The Tukwila Fire cvention Bureau for conformance with current City .:,dards. Acceptance is subject to errors and nis$lons which do not authorize violations of adopted :andards and ordinances, The responsibility for the 1 equacy of design rests total y with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptances: a;and will require a resubmittal of revised drawings for subsequent approval... Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 9-L- By:_ ruicw,LA FIRE DEPARTM.X Please call: 575-440Z and give this job No. 09,S- PI -7 and exact address for shuts clown or restoration approval. ETfrLE CROW\ FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK, WASHINGTON 98082-0113 PH. (425) 481-7669 JOB NAME VOLT DEMISING PLAN 12101 TUKWILA INTN'L BLVD BUILDING C, SUITE 210 SEATTLE, WA 98168 Tukwila ire DATE: y -IS -a y��,,�► AREA OF WORK STEEL WF I -BEAM co 1 12 1A 1%: 11/2-0-- __— — -0-- 11/ UT BACK ROSSMAI N ND ONNECT 0 RE -ACTION ISER 11/2.vor meg, low map, .or mop Noir migpr ... morlor EMPO ;sY STORAGE r'1f4. NKLER R i�.M STAIRWAY RE -ACTION ECTR CAL. �C..OSET 3 ?LI 3 IN 1M CAP AT TEE CUT BACK CROSSMAIN AND CONNECT TO PRE -ACTION RISER 1% —0- —0 NEW CROS AIN CO ECTS Ts ISTING ROSSMAIN 11/2 1'/ SEPARATE BRANCHLINES AT DEMISING WALL Ordina roup I.0.150gpm/ft2 f• 1950.00ft? PATIO BE. OW WW o ."'.2ND FLOOR SPRINKLER PLAN SCALE:1/8" = 1'-O" STEEL WF I -BEAM REMOTE AREA 2ND FLOOR TUKWILA INTERNATIONAL BLVD. SITE PLAN NTS GENERAL NOTES! 1. HYDRAULIC INFORMATION TO BE PROVIDED ON SPRINKLER RISER. 2. EARTHQUAKE BRACING TO BE PROVIDED PER CODE. 3. ALL SYSTEM COMPONENTS U.L. LISTED AND/OR F.M. APPROVED. 4. OTHERS TO PROVIDE PAINTING, WIRING, FIRE EXTINGUISHERS. 5. BRANCHLINE PIPING AND HEADS SHALL REMAIN. 6. CROSSMAIN PIPING SCH.10 THINWALL WITH WELDED OUTLETS ROLL GROOVED ENDS, AND GROOVED FITTINGS. 7. SYSTEM DESIGNED PER N.F.P.A. #13 STANDARDS. 8. SCOPE OF WORK IS TO MAKE SUITES 232 & 233 INTO A PRE -ACTION SYSTEM USING AN EXISTING PRE -ACTION VALVE AND SEPARATE THE EXISTING WET SYSTEM USING NEW CROSSMAINS. MAIN DRAIN WATER GAUGE EXISTINGPRE-ACTION VALVE ■ RISER DETAIL NTS HANGER DETAIL CE TED 0 Without Comments IS As Noted in Red Ar Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will :require a resubmittal of revised drawings for subsequent approval:.. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 1 Date: `'/—D-3--0 9 8v: Si NOTICE 12 Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. -Mq���-c�'►h h.,(.J3o s,• 4. tD,,e,4,3e Pe,. 1\,e4ol 1',srec,+;0h -Eo ihc,t ite +es-izp.m) off-Ire-ae-;•oti, Je4ec,--av, okev;ces Ghci zone Veri-4i CA,4•PoL,, 14JKVALAi FIRE DEPART Please call: 575-440Z end give this job No. 0c1-5-0(PS .,, `I exact address for shut. low+do or restoration ao. rov?R Legend Symbol Description Revision No. — Revisions Description Sprinkler Legend Symbol Manufacturer 0 11111111. MIMS Ma/ 2 WAY EQ BRACE 4 WAY EQ BRACE RIGID GROOVED COUPLING FLEXIBLE GROOVED COUPLING NEW SPRINKLER PIPING EXISTING SPRINKLER PIPING HANGER LOCATION 0 Existing Model QR Brass Upright Heads K Factor Degree Qty. 5.6 155 68 CONTRACTOR'S LICENSE: Lic. # RELIAFP 102L1 Job No.: S90416 Date: APRIL 2009 Tukwila Fire Reliance Fire Protection Inc., •#2 3 PO Box 428 Preston, WA 98050 Tel: (206) 682-6636 Fax: (206) 682-6744 e-mail:jim@reliancefire.com Drawn by: Jim Bowlin Approval: TUKWILA FIRE Scale: AS SHOWN MZIMA Fire Sprinkler Plan 2ND FLOOR 12101 Tukwila International Blvd. Tukwila, WA 98168 FP 1 of 1 LOBBY 4 • }'. ",. i2 ay ' Because of increased demand our RETAINER STRAP VHERE.:REQUIRED IN SEISMIC AREAS: • inrvectors' schedules are booked 3-7 • `.lays ahead. Therefore, you will need -'10 call 206-575-4407 or email fyi fireinsprequest(aci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. TOP BEAM/ c -CLAMP,... WITH SET SCREW f: 3/8' ALL THREAD ROD1 PIPE SWIVEL RING • ._... ; • - 1 STEEL JOIST/TRUSS HANGER DETAIL NTS CE ACCE F'TED Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Without Comments ❑ As Noted In Red ❑ . Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this.acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspectieh by The Tukwila FireePrevention Bureau. Date: 2#6/616 ' By. NM 0 5/7-- 7UKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job P10. 223—S—pS7 end exact address for shut• dOwn or reatoration apbrvai, i 1 Me NI NI MM INNS MO MEI BIS II Reflected Ceiling Plan 1/8" = 1 Def, r\ pet N IPA .13- 011Dck; . All >n\MVe 1t t i\MW) \,L• i, PA. o r E.XiSk'�n upr bLir5 (\iUble Ue\C- e<ken�e� (JereA c. I(05° d d e\; � \.e '(tea t \\ 5(� �55� e+r\&e (Yk ' J z 1 Ili q � Q c.e5 OCCUPANTLOAD 5,899 USF I0 1:100 = 59 OCCUPANTS 2 EXITS REQUIRED, 2 EXITS PROVIDED PATH OF EGRESS TRAVEL IS LESS THAN 100'4. 1 I KEY PLAN ///���*!!!;11 ///0"ArZ:%//�/////////O/////�W7ZA:s. I�.7FIS 19 HOT A REPRESEN TATION OF A LEGAL SUR'VEY. S 1160, IINTERGATE WEST 12101 TUKWILA if ERMIONAL BLVD • TUKWIIAWA98169 NTS NORM 3 1 SITE MAP NTS 4 J VICINITY MAP cWv FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEEK,. WASHINGTON 98082-0113 PH. (425) 481-7669 Med Data Intergate West Building C 12101 Tukwila International Blvd Tukwila, WA 98168 NTS PAID r"--) r) 70 A-v.i a Fire #las@gam DATE: 2. 1,5 Qi DRAWN: SCALE: $ I VICINITY MAP DETAIL NOT TO SCALE General Notes 1. Western States Fire Protection to add and relocate pendent / uprights heads in tenant space. 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. 9. Relocated Branchline Shall Be Restrained For Vertical And Lateral Movement In Accordance With N.F.P.A 2007 Ed. Existing Pipe IE New Pipe SYMBOL LEGEND REVISIONS A=Add E = Existing R = Relocate P = Plug 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN Drop Existing Head down in Soffit Stairs fE 112101111 11111111111111 1111119111I 111111=1 111111111111 9p L?A 11/4 ` I 6-4 Fire Sprikler System 1/4"=1'-0" Sprinkler Legend 6-0 Soffit fE =111011111 MEI= MISS= 1111112111111 111111111111 Add Head Under Existing Duct 9E 1 (3E E 1 10-0 Relocate Branchline New Data Center #3 Open to Above Existing Soffit R APPROVAL: 2'/2 2 4 E 1 al" E 1 1 111111=1111 11111111:1011 1111111111111111 fE ME= =I RN= IMMO nolos 7-0 1-0 l With , ut Co Note Per T e PTED .ints n Red had Letter Aft se pis ha . bee evie v d by The Tukwila Fire.. reve on B eau f confo , n nee with current ci sta .ards. ccep`-nce i su ,i ct to errors and o • issio whic•. do no author e violations of ado ted; orarn - ces. e responsibility for t e ly with the designer steno- as a City of Tukwila QTY. K SPRAY ORIF. FIN. TEMP. 22 5.6 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT Upright /I� Brass 5 5.6 Pendent Total = 27 1/ z 155°F Chrome 155°F MFR./MODEL Existing Sprinkler Heads Existing Sprinkler Heads CONT. NO.: K$0407 Additions, oelet+ons or revisions to these drawingstter this date will void this acceptance and will require ai resubmittalof revised drawings for subsequent apppoval. Western States Fire :Protection Company HANGER DETAIL NOT TO SCALE DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 07/25/08 7102 180th AVE NE, STE A-105 - REDMOND, WA- 98052 Llc. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER IDULUtH /HOUSTON /KANSAS CITY LAS VEGASI INNEAPOLIS /PHOENIX/PORTLAND I RAPID CITY/ST. PAUL I SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Final acceptance is subject to field test and inspection by. The Tukwila Fire Prevention Bureau. t - Date: By: 0 tUFtWILA FIRE DEt'Ari i Please call: 575.4407 and give this job No.©E3--593 and exact address for shut. :own or restoration approval, OTIC Weld stamps bust be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approva ciss Digital Forest 12101 International Blvd Suite Tukwila ,Wa 98188 Fire Sprikler System 410 PAID JUL 2520J8 / Tukwila Fire zL//v i 1 L /o/y/ Hanger No. 01S Top Beam C -Clamp Steel I -Beam or Bar Joist � Model 300 Michigan ToE Beam C -Clamp i//////i///_ A or Equal � with Lock Nut / Retainer Strap Rounded to = Nearest Inch ; Lei 1.11 O 9 o o o o All Thread Rod 1111 Surge Clip Swivel Ri 1 Pipe ,•'), Note on Plan: Hanger Number and "A" Dimension Western States Fire :Protection Company HANGER DETAIL NOT TO SCALE DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 07/25/08 7102 180th AVE NE, STE A-105 - REDMOND, WA- 98052 Llc. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER IDULUtH /HOUSTON /KANSAS CITY LAS VEGASI INNEAPOLIS /PHOENIX/PORTLAND I RAPID CITY/ST. PAUL I SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Final acceptance is subject to field test and inspection by. The Tukwila Fire Prevention Bureau. t - Date: By: 0 tUFtWILA FIRE DEt'Ari i Please call: 575.4407 and give this job No.©E3--593 and exact address for shut. :own or restoration approval, OTIC Weld stamps bust be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approva ciss Digital Forest 12101 International Blvd Suite Tukwila ,Wa 98188 Fire Sprikler System 410 PAID JUL 2520J8 / Tukwila Fire zL//v i 1 L /o/y/ ` t =. iii IUMIERINI.Miil4N R1®ice®�ti�! igiii{Ii>E11i®i181 1 11i�ii&'moi®�Ea&' fl ii i ® ftire 11111111=111111111111111111111111111191 MIME Mt V. f' pitlEgraMigin o , MIONIEREMIE malarmum NES, ligs- l95MIME . �. HYDRAULIC DESIGN INFORMATION FLOW TEST STATIC RESIDUAL GPM FLOWING DATE & TIME SOURCE REVISIONS PRI\ fraa G PLA\ NTS O QV IT 20' NUMBER DESCRIPTION Cr Without CornmentS ❑ As Noted In Red Q Per The Attached. Leer These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is !object to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility.forthe adequacy of design rests totally with the designer. 1j Additions, deletions or revisions io these drawings atter I this date wilt void th>ci. acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: Sf 1510 -2 By: /V " 11 ItnctiVILA FIRE. DEPARTMENT Please call: 575-4407 and give this job No. 0-7- S- (I - and exact address for shute down or restoration approval; DATE SYMBOL TEMP. QTY. APPROVAL(S) TUKWILA ARE DEPARTMENT 0 RELIABLE ELO -SSP-TO MATCH EXISTING LICENSE NUMBER WESTESF136QF 155 2 JOB NUMBER 253909 eG-v,A,t-/ DESIGNED BY 571c/07 NEW SPRK ON FLOOR JOHN GRUNDY john.grundy@wsfp.US NEW SPRK ON JOB 2 DATE 4/07 GENERAL NOTES: ALL PIPING TO BE BLACK PER NFPA #13 EXISTING SYSTEM TO BE REVISED, BY ADDING NEW OR RELOCATING EXISTING SPRINKLERS. ALL PIPING TO BE APPROVED BY THE CITY OF TUKWILA FIRE DEPARTMENT ALL PIPING TO BE INSTALLED AS PER NFPA 13 AND FACTORY MUTUAL STANDARDS ALL MATERIAL SHALL BE UL OR FM APPROVED_ ALL PATCHING BY OTHERS. ELECTRICAL CONNECTIONS BY OTHERS IF REQUIRED. ALL EARTHQUAKE BRACING TO REMAIN. HANGERS NOT SHOWN, ON EXISTING FOR CLARITY NEW PIPING — — — — — — EXISTING PIPING CONCRETE DECK FIG. 210 SELF—DRILLING ANCHOR FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER SELF DRILLING ANCHOR, ROD AND SING METAL DECK FIG. 78 STEEL CEILING PLATE FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER CEILING PLATE, ROD AND RING ester Stctes 'ire Protection CoTpcy n 7102180th AVE NE, STE A-105 — REDMOND, WA — 98052 WESTERN STATES FIRE PROTECTION COMPANY - OFFICES LOCATED ALBUQUERQUE AAUSTINPNXS PDECATUR /DCY DULUTH UHOUSTON KANSAS/ CITY LAS VEGAS /MNNEPOUS / HOE/ORTLAND / RAPID IT / ST. PALSALT LAKE CITY SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 AS NOTED EXISTING BRANCHLINE NEW ACT CEILING NEW DRY PENDENT SPRINKLER ELOCATD DOP 3ETA!LS Scale: NTS LEGEND NORTH INZERGAlE \\.5-\ BLDG "C" SHEET MD LU il v Q w w C w I5 Q iz z 0 v U\N 3RD FLOOR V2_101 MOIV_N ITUNNA.INN\__ 3LVD NI/c\\11_\, NINSHINGZON 9168 1 of 1 PAID MAY 1 1 2007 Tukwila Fire E — — — — -®- — OPEN OFFICE SOFFIT IN CLG. KrcHEN 11111111211L-1! INIMI si 1 IVA r" 'Nlaii IlingaillailMMIIISMI 1: 1 IllliaIWIMPIIIBNII;...k4:leiJIIIIIK 17 II . . . . MI ILI I V As11111111111111111Mill t, i "gm int---'ma,4mirrealli a1 4DL,IllirdirAlP11111111rEMIMMIMI %I N 1111111111 RIIIMin 11111)111 iiii_h_ingstaigI Emm. moralihRmani II_.../ SEE D IL. C3/A-801 INSTALLATION OF NEW CEILIG TILE ;II • • BOTTOM OF PIPE CAN E NO LOWER THAN 10'6" 0 ALLOWANCES ON THE dAB Ng 11 I I I I I I I NI I I I I I IN I • NI I MI I I I I I I I I I I I I I I 1 I I MI I II I • • • - DASH D LINE. INDICATES SCOPE ,OF WORK GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. SPRINKLERS SYM DESCRIPTION TEMP QTY cyt. ®<- 0 , 0 n 9" e CENTRAL GB—QR PEND CHRM/WHT 1/2" (ADDED) CENTRAL GB—QR PEND CHRM/WHT 1/2" (RELOCATED) CENTRAL GB—QR UPRIGHT 1/2" BRASS CENTRAL GB—QR UPRIGHT 1/2" BRASS , TYCO TY—FRB—QR PEND CHRM/WHT 1/2" (ADDED) TYCO TY—FRB—OR PEND CHRM/WHT 1/2" (RELOCATED) 1.55 155' 155' 155' 155' 155' 31 18 18 147 2 4 STRP.C11JRE • TOTAL THIS SHEET: 6 1" X.NIPPLE BRANCHLINE 1" •X ARMOVER SUSPENDED 1" X DROP 1" X 1/2" R.C. PENDANT HEAD RETURN E3END ASSEMBLY HIL11 KWIQ BOLT OR HDIP BRANCHLINE BACKGROUND REVISION INFO in 0 cJ PLOT DATE: 01 G I TAL FOREST Ln 0 cJ w (1) z0 U) .0?—STRUCTURE RING 1" X ARMOVER (SEE PLAN)• sow SUSPENDED 'CEILING 71" 0/2" R.C. PENDENT W/ ESCT. TYP. RELOCATE ASSEMBLY 0 Without Cominc.:=.nts As Noted in Red Per The Attached Letter These plans have been reviewed by Th.e Tukwila Fire Prevention Bureau for conformance- with current city standards. Acceptance is subject to errors and . omissions which do not authorize violations of adopted standards and ordina.noes. The rc-sponsibliity for the • adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date Will void this,acceptanoe and wil1 require a • resubmittal of revised drawings for subsequent approval. . . Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:di/4057 ._13y: 'rUKWILA FIRE DEPARTMENT • Please call: 575-4407 •and give this job C> / and exact address for shut- down or restoration aboroval. LO sell:Fagerin tUagP.2.%i01114111 • 1419 N.E. LOMBARD PLACE DRAWN BY: DJ CHECKED' BY: RF DATE: • ''.PROJECT:41:'...' • McK. PROJECT NUMBER:.09543 • TITLE: PDS .:ENGINEERING BUILDING C 4TH FLOOR TENANT. I MPROVEMENT aEmar.arl. 10 14'-7" 4'-9" ................ 112 e 112 112 M 0) 0 112 e 112 112 N) 112 112 112 Ct --- 1 _^'-- 112 N) 011a+ 112 112 e 112 U 0 I 0 I0 I 0) 0 f) Nry 112 e 112 e 12 - e 1121 NI I L 112 to e 112 112 112 r0 �ry 112 112 e 112 112 e 112 e 112 112 a 112 0 ©-- 112 O ilimilmMwmrom M P0 P0 112 112 e 112 e 112 e 112 e 112 0 e 112+ 112 0 to P0 112 112 112 e 112 112 e 112 e 112 112 12 O to GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .1$ PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS SECO v� FLOO� TE\ANT IV -N EATS WET SPRINKLERS SYM DESCRIPTION TEMP QTY o®o 0 CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (EXISTING) 155' N/A CENTRAL MDL GB—QR 1/2" CHROME PEND (EXISTING) 155' N/A TYCO MDL TY—FRB QR, 5.6, 1/2" CHROME PEND (RELOCATED) 155' 25 TYCO MDL TY—FRB QR, 5.6, 1/2" CHROME PEND (ADDED) 155' 4 TOTAL THIS SHEET : 29 KEY PLAN — — — — EXISTING BRANCHLINE PIPING NEW BRANCHLINE PIPING NEW HANGER LOCATION 1 /8" = 1' 0" EXISTING BRANCHLINE VM1H SLP. FITTING SPIN UNE, ADD DROP NIPPLE AND NEW ARMOVERS PER PLAN \� 11'-8" 1"X 1'-7" OR 2'-4" 1" X ARMOVER (SEE PLAN) 9'-9" OR 9'-0" (C00RD.W/DUCTWORK) SUSPENDED CEILING 0 8'-8" 1" 90 EL. 1" X 1-11a OR 0-4' 1" X 1/2" R.C. PENDENT W/ ESCT. TYP. ARMOVER © LINE 0 Q) CV ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: C/10/05—. By: A S VOMIONISM.M.I.N.MMU Mo. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. e> 69” and exact address for shut. down or restoration approvajt E PROJECT: ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com \TRCATE WEST 3ULD\G C VOLT \FOvATO\ A\D KOEA\ AIS 422-8-1 PACIFIC HIGHWAY TUKWILA, WASHINGTON REGISTRATION: REVISIONS: NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: J.McCLELLAN DRAWN BY: J.McCLELLAN CHECKED BY: R.A.F. JOB NUMBER: 33797 DATE: 5/9/05 SCALE: 1/8"=r -o" SHEET TITLE: SPRINKLER PLAN 2ND FLOOR SHEET NUMBER: P-1 3 777 1: ISI ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 0 E 0 I O C I 2WOMEN GT/4- „ T'L ELEC. ROOM • „ —A- 1 1N 2 114 3 3 3 1 3 la 3 I 3 SYSTEM # O 212 CD -t1 I 3 —H I 212 I I1 41-1 .4-1 I I I I 1 / /1 I 1 It I 1 . . 114 6 1:: 71 71 6 b ART POINT FO GRID ffTEILING 212 X121 SEE D INSTAL 2 TIa.ION D AIL C3/A-801 ATION OF NEW ACOUSTICAL CEILI TILE ACT -1) L*I j BOTTOM OF PIPE CAN E NO LOWER THAN 10'6” 0 ALLOWANCES ON THE C B 114 SYSTEM #2 SYSTEM #1 El TOE 12-7 FIRE SPRINKLER PLAN -PDS Engineering SCALE 1/8” = 1'-0' C1; DASHED LINE INDICATES SCOPE OF WORK GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. SPRINKLERS SYM DESCRIPTION TEMP QTY QP CENTRAL GB—QR PEND CHRM/WHT 1/2" (ADDED) 155' 31 ®- CENTRAL GB—QR PEND CHRM/WHT 1/2" (RELOCATED) 155' 78 O CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 18 CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 147 • TYCO TY -FRB -CR T 1/2p (ADM) 155' 17 (t CENTRAL C43-CiR UPRIGHT 1/2° MASS (RELOCATED) 155' 1 TOTAL THIS SHEET : STRUCTURE - 1" X ARMOVER BRANCHLINE SUSPENDED CEILING-" 1" X DROP /1" X 1/2" R.C. PENDANT HEAD RETURN BEND ASSEMBLY HILTI KWIQ BOLT OR HDIP BRANCHLINE STRUCTURE SUSPENDED CEILING l:J 1" X ARMOVER (SEE PLAN) 1" X 1/2" R.C. PENDENT W/ ESCT. 18 TYP. RELOCATE ASSEMBLY ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: C' 1/d 41 By: Z FILE rUKWILA FIRE DEPARTMEl'l1 Please call: 575-4407 and give this job No. v5.007 and exact address for shut- down or restoration approval. JAN 1 5 2004 ISSUED FOR CONSTRUCTION C?z%? 2 O/`2- % A BACKGROUND REVISION INFO .4- 0 1 .4. 1 a A A /i\PERMIT ISSUE I-14-04 REVISIONS a cJ Q a zz ©r=3 s w , z w g z8, N1 G IL. 11=3 =II 3 zW v I q A P. 9 a P 0 PM t l P o= H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: DJ CHECKED BY: RF DATE: 1-14-04 PROJECT: McK. PROJECT NUMBER: 37-1°F'2. TITLE: PDS ENG I NEER I NG BUILDING C - 4TH FLOOR TENANT IMPROVEMENT SHEET: FP -04 J 4 OF REtSED ZAMA T1 4/12/2000! REMOTE AREA .15GPM/1500SQFT 680.9GPM 83.9PSI REQUIRED AVAILE AT RISER 1800GPMC0160PSI PSI SAFETY FACTOR = 70.1 PSI ICA! ; 54• OFDE^=24 HANE UPS CLOSET 8'-511 11 ,X1 : 1_i_r0 +.3 rr� pm. 0 0 0 0 WM13-92 1�7. � I Iiir�iea tIS1Ul� -� (A aDD 111111111111 1111 111111111111PNII NT) 204 I 111s11lsle11e111rli.�■ 11_riiIuRiiiu.r'_—rel_■ l_ioRommemonmsmi 6-C 1jata'���I�ma®1nri �mzimmEn 20-0 OPEN OFFICE AREA (2)3I MT) ENC/' RM 2 C-1 (PLA) CON , ..,. 54• OF HANE iONFEE, RM -3 AIRWAY IPING O (2X1 Mi) 19-0 OPEN OFFICE AREA TYPICAL = • ;� t BELOW •w OF DECK= 30.5' C. FEREN E RM 4i1 conmrents various conditions open sfire iasurante question of ►rued as bearing in anyvay ape a the qu :° possible. has been exercised ,iD reel t is recognized that hazards ti::ucn ( ay :,pry cr damage to prerutY testa in less still exist4 8-0 (At'D) p ( A-8 fPICAL B- t BELOW + OF DECK= 30 V TYPICAL B HANE $. BELOW BOTTOM OF DECK= .S' • A C. FEREN E RM 4i1 conmrents various conditions open sfire iasurante question of ►rued as bearing in anyvay ape a the qu :° possible. has been exercised ,iD reel t is recognized that hazards ti::ucn ( ay :,pry cr damage to prerutY testa in less still exist4 8-0 (At'D) p ( A-8 fPICAL B- t BELOW + OF DECK= 30 ti1S'N<- n III 0 En Z E- Z = <-5 V) Q J 16-104 SYM CAL - NOW METAL BELOW BOTTOM NPT DECK 30.5- ti1S'N<- n III 0 En Z E- Z = <-5 V) Q J 16-104 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 73 UPRIGHT BRASS 165 14.5 3/4' .67 CENTRAL ESLO EXPOSED Thread 0 2 UPRIGHT BRASS 165 14.5 3/4. .67 CENTRAL ESLO EXPOSED Thread CI 15 PENDENT CHROME 165 14.5 3/4' .67 CENTRAL ESLO RECESSED Weld TOTAL 90 NOTE: CHANGES MADE ARE NOT IN REMOTE AREA AND DO NOT EFFECT HYDRAULIC CALCULATIONS RELOCATE ADD PLUG NEW PEND. ZAMA 11 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. © 5 UPRIGHT BRASS 155 14.5 3/4' ,67 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 9 UPRIGHT BRASS 155 14.5 3/4' .67 CENTRAL ESLO i Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 00 5 UPRIGHT BRASS 155 14.5 3/4' .67 CENTRAL ESLO Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 0 14 PENDENT BRASS 155 14.5 3/4' .67 CENTRAL ESLO RECESSED Thread ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions b these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire. Prevention Bureau. Date: ° ° By: C�� TUKWILA FIRE DEPARTMENT; Please call: 575-4407 and give this job No 00 t�' and xact address for shut- down or restoration approval: erttK TNT QLlfa• (2-I ( 74141• S`I E WU 01 2000 C U fl fi H.V.A.C.. PIPING. PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION iris try SPRINKLER MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98334 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARRIS CHECKED. BY: RFAGERING DATE: 7-12-99-ZAMA 4/12/0 PROJECT: McK. PROJECT NUMBER: TITLE: 3RD FLOOR FIRE SPRINKLERS ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 2"I WS & CWR DN 2"CWS & CWR DN NOTII V SCOPE OF WORK S & CWR DN ;i _ ,t 5-i' r%s►/i�9:4.6;:7(.4f-1 i c�!��/l1�r�!'�� sisii�i/!_i 1ii!`!a%5 OZ2%A* I Ic•'J, //� t�,'�ili' rirl •//tom'/////0/V 4, WAWA PK • lr A ��%J 1 d 1a���i � 40 / // 40,-,170,,,,;:- WA,/` '"';/7/� (t4 , 01i1` s% AGS_ 1_J _Jt _.dr: 764;pof.Aii;iont-450:4114:,&P110Algor2.4_;•.:ft .1 ,4yyA A kte...40:14;Y:Oir v Air 4412 .....e_47- IC!) iii �z����jiJ-i»�.z 5-w. `i�// //. .i.5-' /,// .. moi_ _ ii _. i. _ .. � 5 - Mr 5= i/4j 5- 0.!/=i/' . Jr. r r Iii ' / :LA/ I ' /' 7a'ylifir7/f4nV.r•J_1 *.arf� 5-r V . 05- I/.r I' A �ito;g �'i//.Velg 40. ,e,A$ rardin014,442:4m101054.404 0 - Are. A.21-002.Alorrigiewznzagedom / / 4!•' yam/• 10;,--.4r.Asp Arj,,,roormeArf.rAN..t '/ii%�iA2.40--0 reoiijiap . . WAW, 44 `II�I/tC1/ Air r _-r//�IAir ir AP �7� Orr Ar .(l //.i� . moi'► v .► .►., •► r r• / r„.%/� /?� /� 1�74:1pri4w4"Y"'"w're-e."11100,r J�- / %iCi/. �. 11/0:ldr �g r4Or-. i.A. al a i � 0:925 s . ■ •0 ! 2rA/ . •sir' / * .I % �f%i/' .! i/ `a. / // iiJ/:►••,�!� prfeAr rcr Strrr=r 5-o ..>= ,os -sr -5—c c ,• iA A.z.trA AdiAleedAlreAr017 fro *V44../roir.rmgrovicm.w..rar4v r - 0, dol- r Ar iffpr 46.4-66w #4r_di r.. mr �s r y / �• i I�/i �' r/s/��; �i�i/1.�u ��iii� i�ii'inrik / ....,/li MOIA�/4 PHASE 4 REMOTE AREA #1 SYSTEM DEMAND: 721 GPM © 68.5 PSI SAFETY PRESSURE: 82.6 PSI .15/1950 J3»CWS & CWR DN 3"CWS & CWR! DN v! ■ t Atr .rser a r► .ice 5-r A Air An. /Allo , 1'F•,- P ���r'' /,c1/_4 , Aji or/„���4 /i5- // f j "l� /110117,4^r y �%/'� / !'�/I���1� �/ l��l 1'�� ��T/����/' rr��/1%��f%',J��f t-_!. i /'� 04i AI_.__�%I t'#00 �. 10* io�i I P -' ii.r rii►%40 . A)I6”, L�,:r- iw�����I � { %11/�i00�� Ice" /�,i. / \�. `. !s • i // � F �I, y�/1 � J- � ice' • Ii�I�,i////I"! II//J►///I!. %i/ ��•%'- � �► �/ � �' �� �, '` I�� V /:%//q� /'/�ii,�i�l/��.�_/�� .�f� �'/ I �a.. SCS'• ��� 1��/ � � 1 � /A 49'14 4:: i 41 AtiOc .-tror /���'`.i . / Ar // �i. �i f� /' �I� r % ' II�11 // 5-I/sd ��► 1I J_I ��/ / /i7 / 5/ A' I �/ 1J111/ �,I !r / r �- �� VirFr, :/%���;/ o i.Ar�f _ �) i.5-- // >/_r I 10, 11,11i / /Rri.5-'I �1-I / ��1,%,' , I., pisrf42 gyp���/��i���i%�r'��,�I. ':/%�'//.%1% I////.%/%r: //oma / ;�a, �' L_ !�I►.f-!L ZL-^T 1-1 /2"CWS & DN PHASE 3 REMOTE AREA #1 SYSTEM DEMAND: 766 GPM @ 95.6 PSI SAFETY PRESSURE: 54.5 P I , \ 1 .15/1950 \ i GENERAL NOTES FIRE SPRINKLER PLAN ZAMA 2ND FLOOR — 112 — 112 L- 21 - — -� 1— 24_112 — — .212__2 SCALE 1/8" = 1'-0' 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING .CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1950 SQ. FT. 9 RELOCATED MEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. WET SPRINKLERS SYM DESCRIPTION TEMP QTY O CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (EXISTING) 155' N/A O'' CENTRAL MDL GB -QR 1/2" BRASS UPRIGHT (ADDED) 155' 13 TOTAL THIS SHEET : 13 FLAG NOTES PRE—ACTION SPRINKLERS SYM DESCRIPTION TEMP QTY O CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (EXISTING) 155' N/A ORL CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (RELOCATED) 155' 17 O' CENTRAL MDL GB—QR 1/2" BRASS UPRIGHT (ADDED) 155' 7 TOTAL THIS SHEET : 24 FIRE ALARM PRESSURE SWITCH DRAIN I I GENERAL NOTES TO SYSTEM SUPERVISORY LOW AIR CONTROL VALVE W/ TAMPER /-- WATER SUPPLY VICTALIC PRE ACTION DETAIL NTS t, 017z7,-,0, r :,1.,C`ylj. tom• \sl . > I it :'.' • dS ;5-i .. - Additions, ac.'3tr this nate will void this s c..sf°e resubmittai of revised a a•::Ii lgs or subse tient Final acceptance is s bje Prevention field test and inspection by The Tukwila Fire 0 0 N rn 3 Date: t By: TUKWILA FIRE DEPARTNWa Please ca,I: 575-4402 and give this job No. S and exact address for shut= down or restoration approval. 111 FOR C 1111 SEP 21 2000 cy Cert flitet s q,, -v Pr... rm� , a ir MlFaltering0-2 74 e. n gores rich :dt CTION H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEAT RE,WA 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211. (503) 285-6383 DRAWN BY: AB CHECKED BY: RF DATE: 9-12-00 PROJECT: McK. PROJECT NUMBER: ``Mr 7 TITLE: ZAMA 2ND FLOOR PRE -ACT I ON SHEET: FP -01 Mdtt Joneser • , -t r--- -'-`- tY 1 i / t ii 3 P fal f , 3 1 • - J t t �2a 1 -i- t' 4 I f ' f. j ' !1s ! s 11.3-.---t-- 1 - 2- { / • ':i -c e-=-..e.--.•s^ - "'3.-< `�. "'tea �-;. - --- + -T 3 3 _ ; k EXISTING 2" BRANCHLINE (TYP.) • :6-7 . 4: 1 a _ 1 i - —_r 1 1 _ ��----_-- 1 -• y i1 - '1 s t + ^D�? 3, -.sem- ACCEPTED Without Comments 0 As Noted In Red _1 4 1 METAL SCOPE OF WORK 4.1 4th FLOOR BLDG " ROOF DECK SCREW CEILING FLANGE _ METHOD OF ATTACHMENT 2 HOLE CEILING FLANGE 1"-2" PIPE: #1 4x1 V2"HEX HEAD TEK SCREW PIPE SIZE DIM A'' DIM B DIM C ieL NEM EXIST. 2- BRANCH LINE ARMOvER SEE P LAN FOR LENGTH SPIN EXISTING UNE DOWN, REMOVE EXISTING SPIRG & SSU, CD SEE PLAN FOR LENGTH USE ELL WHEN ONLY ONE HEAD IS ADDED TO OUTLET CEILING RETAINER STRAP BAR JOIST CA-- TYPICAL ARMOVER TO NEW SPRINKLER HEAD(S) 7j NTS TOP BEAM CLAMP ALL THREAD ROD HANGER RING LI Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions tia these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /--//3---/e/ By: Please call: 575-4407 and give this job and xact address for shut- down or restoration apdroval, 2. ALL MATERIALS TO BE NEW AND U.L. APPROVED. 3. PIPE:IALL PIPE 2" AND SMALLER TO BE BLK. SCH. 40 STEEL. 4. fITTIttIGS: ALL FITTINGS TO BE CENTRAL SPRINK BRAND DUCTILE IRON. 5. PANTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PANT 15 BY OTHERS. 6. ALL riEW HEADS ARE SPACED AT ORDINARY HAZARD GROUF' 7. ALL ELECTRICAL WIRING AND CONDUIT 15 BY OTHERS. 8. DOTTED LINES DENOTES EXISTING PIPE. 9. X DENOTES EXISTING SPRINKLER HEADS 10. ALL!ARMOVERS AND DROPS ARE T.B.E. 1 I ALL,UNUSED OUTLETS TO BE CUT I3ACK AND PLUGGED. 1 MAX SPACING 15 130 SQ. FT. FILE HANGER LEGEND SYM SPRINKLERS MODEL lYPE TEMP REV DATE BY REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY fl—KW,K BOLT, ROD & RING 12—C—CLAMP. ROD & RING 13—POWDER STUD. ROD & RING 14 -ANGLE ROD dc RING 15—CONC.INS, ROD & RING 16—EYE SOCKET. ROD & RING 17—COACH SCREW, ROD & RING 18—CEILING TLAN, ROD & RING RELIABLE 0 ALARM F1FR El FR Sat 155 155 TOT. SPRK'S THIS SHT. 30 4 34 1. TUKWILA. FIRE DEPT. CONTRACT WITH HER.MANSON LLP ADDRESS 1221 2ND AVE N 3. CITY KENT. WA 4 PHONE _ (425) 935-6445 WATER DEM ARCHITECT - ADDRESS ADDRESS - CITY PHONE Cfrf PHONE SCALE: PROJECT ADDRESS CITY 4TH FLOOR TENANT IMPROVEMENT DRAWING NO. MICROSOFT ITG 12101 IsITE-RNATIONAL BLVD. TUKWLA, WA TITLE: FIRE PROTECTION INC. 10910 — 117 TH PLACE N E. KIRKLAND. WASHINGTON 980.33 206-827-9654 FAX. 206-827-7474 FP -1 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 4 SYSTEM #1 REMOTE AREA #1 SYSTEM DEMAND: 608 GPM 0 52 PSI SAFETY PRESSURE: 101.6 PSI .15 0 1950 SQFT Q P ACTION nete-F.1%4-') iimmvpmi 114 afer-A.'ZU�3-9 it,r 114 2 6-112 , 2 ELEC. ROOM AIRWAY F405 ti r J INEN IpilhallINIIMMIIMINIII um P••_. �SaWn l� Q�M�R FAM 5: moi 1111k= lllllUAAMEM tli� -� Iia Laj I) MIMI 1111=11111111111111M11 WANE ME 1111111111111* I lin MNM—_ U «U 1 2 6-112 2-512 9-3 2-21z 4-912 t!A' _�f. / ism 7.2.MIIIIFIMIL91111111911M71111 ILI/�i112141i.fL 7I�'yAIrdWw.ilt: /I 1/ICWOMO 410. AMA A ;:w4NogimprAwrAl iTllu I'AZFAZIPIX p Fir i, SYSTEM #1 REMOTE AREA #1 SYSTEM DEMAND: 921 GPM 0 94.4 PSI SAFETY PRESSURE: 51.7 PSI .15 0 1950 SQFT FIRE SPRINKLER PLAN - NETSTREAM SYSTEM #1 REMOTE AREA #1 SYSTEM DEMAND: 778 GPM ® 86.3 PSI SAFETY PRESSURE: 63.6 PSI .15 0 1950 SQFT SCALE 1/8" = 1'-0' GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. USTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPUES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE ARE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR -QUARTER POINT OF CEIUNG TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. SPRINKLERS SYM I DESCRIPTION TEMP QTY QP CENTRAL GB -QR PEND CHRM/WHT 1/2" (ADDED) 155' 31 ® CENTRAL GB -QR PEND CHRM/WHT 1/2" (RELOCATED) 155' 18 0 CENTRAL GB -QR UPRIGHT 1/2" BRASS 155' 18 © CENTRAL GB -QR UPRIGHT 1/2" BRASS 155' 147 TOTAL THIS SHEET : 214 ACCEATE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions b these drawings after this date will void this acceptance and will require a 1 resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: g// 7/C.) By: .S/"L fUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration ap,;roval. ©/� N ri b Met, r, tisr!I Fagering' 4,7411 ' 1 1 a ItV.A.C., PIPING, PLUMBING ENERGY MASA' ENT & FIRE PROTECTIO4 DRAWN BY: AB CHECKED BY: RF DATE: 8-1-00 PROJECT: McK. PROJECT NUMBER: 93I TITLE: NETSTREAM SHEET: FP -01 J SYSTEM #3 REMOTE AREA #1 SYSTEM DEMAND: 581 GPM 0 52.5 PSI SAFETY PRESSURE: 101.5 PSI .15 0 1950 SQFT ■'��ISEMEMENIMEEISENMEIEM7 11111. _11__,0 MID. MOM 'EmatirwmPornmo reimmustem allONimimMIEL•. • • • ;In primr.....ammur milaulair-imoi. tim Ilii•.w a �'�_�?. I�+��J���Ili �L ��. ti� El MBii,+ � is (: u, ••a•••m;•mimss_ :;_ o iry' otimmirm ar. !_!!177,___,..1 Vii_+--�- 1.,?. ll. pr IMIN ANIMIErikillIMIIIIMIIIII 1 '11 MEM lig IMO mni NIIII ELEC. ROOM AIRWAY P403 114 114 3-812.. 9-10 1 ELEC. ROOM 114 114 2-5' 9-3 wrmal/...a.a yore a•daL.WMs�zarresarsato-=iirm. :3uisssawra war�aars illr��SM13 WL417,1/ 7lS �i�vi�� f _.; w.�, �r�r -- vis• 5.... -� E, �-.r, .�.• 4-81 -31 5-0 2-6 114.,. 114 -a- co 2-5 4 114 5v 9-3 11:5112=7 SYSTEM #2 REMOTE AREA #1 SYSTEM DEMAND: 788 GPM ® 76.3 PSI SAFETY PRESSURE: 73.3 PSI .15 0 1950 SQFT FIRE SPRINKLER PLAN - NETSTREAM SYSTEM #1 REMOTE AREA #1 SYSTEM DEMAND: 817 GPM 0 69.9 PSI SAFETY PRESSURE: 79.0 PSI .15 0 1950 SQFT SCALE 1/8" = 1'-0' rt GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN. PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #1 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 - ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILIN3 TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF: WORK ,NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. SPRINKLERS SYM DESCRIPTION TEMP QTY OP CENTRAL GB—QR PEND CHRM/WHT 1/2" (ADDED) 155' 31 ® CENTRAL GB—QR PEND CHRM/WHT 1/2" (RELOCATED) 155' 18 0 CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 18 © CENTRAL GB—QR UPRIGHT 1/2" BRASS 155' 147 TOTAL THIS SHEET : 214 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. ©c -- and exact address for shut, down or restoration approval. /a 0�s 4.-,-T-57reeiv\ (2-10 ( i3 1,11 —40447171.V.411 �C� G FOR CONS 1 0 0 I rn N I CO 1 a us) w� z H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 DRAWN BY: AB CHECKED BY: RF DATE: 8-1-00 PROJECT: McK. PROJECT NUMBER: 981 TITLE: NETSTREAM SHEET: FP -01 ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. 4'-1 9' 4'- 1 \4 , P exctU�� and acceptances relate rates. They PI ivs co0d-ta on fire insurance varie'ls co^ "ing in any way upon the question of Waste bearing respect to possible habil stnied d .with r sp " oiled that Was been exercised 1t is recognized Vr���a� toproperty. ate/ in 1riS hilt exist. 1 TOP BEAM HANGER CONCRETE ANCHOR �Au THREAD ROD Q.. -PIPE RING DRILLED CONC. ANCHOR HANGER RETAINER S1RAP C-CL.AMP VAIN Locoarr ALL IEIREAD ROD PPE RING C -CLAMP HANGER W./RETAINER STRAP i 220'-10" 31' -1" 301-0" 30'-0" 35' -0" 30'-0" 30'-0" 31' --1" 1b-1 1/Z o -u NAME Iv --, TEMP 9'-4" - NPT ORIF MFG. MODEL# CONN. O 182 UPRIGHT BRASS 165 5.6 1/2" .5 CENTRAL H Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUTCHEON CONN. s 7 PENDENT CHROME 165 5.6 1/2" .5 CENTRAL H RECESSED Thread TOTAL 189 ."1I U \ 160 , 155 ^� '� 150 III +45 �• ; .■ N ._ ti 140 �, 135 SA TY ARGI4 39.1 PSI 130 125 _' 120 .. 115 ,F=E: ROC. ® SYSTEyam- I 1� r...- 110 63.4 GPM 0 113 4'-10 ii. �7 105- •N 1 C • POUJ:= ROC � �: 1 NZ , � 112 '' =' /� ' 1. 112 1,1 90 ; 112 1 2" D 859 01 W 80 = CC 1 2 1 2 � 0_ 75 1, 2 1 2 2 \ 0 70 651 1 1 2 11 2 11 2 -= 2 • •; • • • - 55- • • • 50 f. 1 1 2 1 2 1 2 2 �, 45; • • • • • 40 7-912' 11 3 9-'12 9-512 35 - J 9-51.2 • 30 • • • • 25 - :.-- 1i' 6 -'1 10-6 0 11 20 = • _ 1 9+2 • - 96z 1 • 99 11 3 3 11 3 -• 2 10 11 3 11-0 112 5 -L, - - „11-3 6 1: 1 1 1 1 1 , 1 1 cru 0 Scale A 100 Sccle 8 200 Scale C 800 1 1 200 400 1600 1/11 1 1 1 1 300 600 2400 1 1 11 11 11 400 800 3200 1 1 1 1 1 1. 1 1, 1 1 500 1000 4000 1 1 1 1 600 1200 4800 1 1 1 1 1 1 1 1 700 1400 5600 . 1 T1 1 11 I , 1:, 1 1 1 1 1 800 1600 8400 1 1 1.. 1 1 1. 1 1 1 1 1„ 1 1 900 1800 7200 1 1 1 1, 1 1000 2000 8000 " 4 ` 111'•1 UPS ROOM .N{„ TI P CAL , . �,, °ore. °r •,'j , BELOW� - t mow •.. W g _ • ti PG R RGd^i °"' u OF DECK= N mac ZONE 5 a _ » ZONE ZON 3 _' ... m . 9 "� N 4 C°La - ti �• , 11 :'ON 112'• N �� 1 2-3 1 11-412-. .:N' :.; 112 ilr' 112 1 2 1 2 1(12 1112 1 1 1 2 1 1 2 1 2 Na) 1 2• 2 u■ • • 1 1 1 1 2 2 2 2- 12 11 3 9-'12 9-612 9=•12 2 2 = 0 2 2 -. 0- �� _ -912, �4'-10 : 3 3 ii 11 3 11-0 10 6 ►1210•-6 r� �i I g-•12 2 9_•12 9 9 4� 1 : 1 2 . 21 0 ! ■5 �:7�� !A milna .11 , ,} " 2 Jagf :t_.1. 10 N • ir=��r.--s=._�== ��.v� Ir .. LT w -c,,. RIU .f11 �Ff] 68 11794X 8 r1 68 1:; ': • :` -1 ' �� ' �.� , 11 � t- 1 -- " r��l��•�.�.n,us...•a•., _. a.. ,...�.�..1,,r�rSisi IY++�����r \ 1.L • - i • • ,. ,� • '--" �r��..�•,., nrrrrr.rrrlf• - ■1 �".■r..•..•��•?i - ViD-���.rl.�.��l.,.r.w=��l��l��l. 02p=,- - - 1L�n1`ia. i �1•.`=I��, 1�����'•( IL - � ��w� w ■ J T T T Y 1 Y- ��® ' '7 • `: -:-:1 `L - + T + a �+ ! N,, BELOW+ , •1 .::::::: o:: :::o .:::_ 0 15 10 N ,! 11 -I" + likliiii+ + 4 + r �- Kara r�n *' ;:::: °' 1 2 1 1 2 1 2 1 ' 0 ROOM 2 � 112 +2 1?2 • - fi�4 • ' • 0 2� j •_ X11 3 ,liiii;.:'ll',fl' : • • • , • 4 ' 9-. 1 9-6 + • • • •a •. c� °�� 11-� 9-3 6-T7 , 1 11-3,�ti _ -1 2 e1_ e 13-m. • 1-3-1 4 (X • 1 I 1 2 1 - +111-43 - i + + Y + + + 6 •+ MUM :'0::::: D N IMMA 1 .. ' DINE + + + + + + + + N 1 -l�:7■,.'t7. �•:9 1 4-1 2 EOUI, �IV�'! 7 1 _JR 'tN '17r� BRAtK c.ow » + I, i} I +Y+ - r ++ + + + +++,- Y + + + + + + N • I+ s 2- 1 2 ,,■ '■ Nil 1 I:I i5ER ZO G` E i A55B1BL'�.' N r` • �; 1 ; . FOR DET N v�,��, p1 of dEac=io I _ + • ::': Vi ROGM r a '�. s I V t //''��� + + + : +\ + 1� IIt��♦':.:: :• •, !' o .- oa�1 •�. N . ., 2 `1, + + + + + + + ; ; ,f 1 N 1 7 1 , 1 2 , 1 2 .:, 1+ + �ii `,.• ... 1 1 1 1 2 2 1 2 r` ! , • •9-' + + + 1 1L 1 + '1 2 i 2 •• • - • 1 2 .; _ •, 11 WSP I IWN • I - 2 6-4 1 z 9+6 -r- r 1 0 • " s.•1 _!!1:• o °€ .. _ 11 9 3 1 2 " W 3 • 63C: • ._.31u ?Iz3 + + T Q1� • . _ _612 No .. 11-81 4'- .9 + + I I T , , r. •' ® y 1 TTPICAI YNAL L • �. + BOTTOM ; ;L,•� 3 _ - c• v ( IWEI! 1 q, BELOW 0.' 0 , ' 4X1: .:. 4•;77.-.7.77- iic " 4X6: G T _ W 4X • 8 r �V 68 ����.rr �y�lll� •c:.c,_.L �,r r i ��-�._����_...LJ� n '� �1 • �_ J. i3$�.:TRUSS • u i� alAA�Y��'�r� =a_sr1� ali:��Z8+<97i�11�i�>•�M 'Ir&lE�i�:���lt•���.►i31311i�i_��� rM•r•�•��1NE� �1� �.lv�1i,/,����i• ,_ _ V r . N. . • � r� " u� . .amu .�'�i1 lCiriiiil ,. , `1' 41 _ +.+. + t + Y + + .I+ + + = Y T 4':9n+ + r \���1 �•� ► Q ' � 11 112 , r + T + .,1+1 + + T N • :py"A°'. ©� :,,p_w�;�2 • � • • 2 + T + Y ( + + + •. + + 6aCO 21 '• • Y�IIo�. •�, li��i, - I � _ 6 -� _� N 1 \ 612 _g , _ © 1 J © + + ei + iD 4ii I I • 1111 _ 2 029' 25 9 N a 3 9-+ z _ ?- -�' + Y _ - -I- . �' T 61�' '' L_o_■--- ■ �� �.�� Let" -. ����vlr1I • rrrrr9 I - 1 2 i0 1 1, 2 + 1 1 + 1 2�1E + 1 1. 2 a 2 - -. 2 `1.cv , ,=��WA " -IIM: + + r •+ • _' AUIN co �� 030 0 1 m 1 8 BELOW�Kms_'.•' - 1 3C). II 1+ -6 a.• * 1 @' 0.0 1 m3 •. 1' 9 +g cam°.'ill 0;11=1C= ,N c, - N T Y OF DECK -di '\/ + + + TRINE+1+A A: +S FT. t + .,qi- + - 1 1 `� 1 112 112 1 12 1 2 �� 2 • cv i' .1SGPivl19r0 1, 2 2 2 • __ • • • GP PSI_ • 1- 101-6 3 6 7-0 7' 112 11-3 11 3 11-3 11 3 11 3 112 112 ,_ _„ - 6 -- 34 - @ 1 - 13}1 - - •-•� +� - - - -•�- - .. -1712 11 112 11-0 N ti 3_ 9_512 •O _ 9112 1-6 + l '\ I :.• OF DECK= t• `"' I ZO E 1 k � co , cv Y X CO Y LODWX N d- 1 N Alnaw 1 D' + _ T + , 1 2 1 1 2 1 1 2 1 1 1 jo el 1 N 1 ' . . =e N 1 1 1 1 1 2 N \� N � r--- '- N 1 �. ' O • •. • • : • oo 1' 1 2 11 1 1 2 1 2 2 2 1 1 1 2 1 2 0 '-0 0 ._ • 0 8-3 - 1 , 1 2 1 2 2 2 • • • • • • • • •9-512 • c » 1 30. • ± + ' +1 T '-5 t Y ,-0 .9 0-9 •- N I Ia �'32G -712 • 32G T' • 112 11-0 • 1� =�• !, s .1= " • 3 T RG I '.v. ' • 6 7-0 + -11 i . 11 3 32G 1V-3 USS 11-3 (�] 32G 11 3 TRUSS 11-3 ►���,`3_ m N^ NNrn 1 W12X' 4 2 c -• 9- 12 W21X 22 1 i1111 -1 + W30 99 32� TRUSS 111 ry N N 2 ■. ;.� / I 1 0 Lr' iii I. • : 1 4'-7 1/2" N �/ " - 1 1 1 11 h 1 2• 1 2 1 1 2 1 2 1 2 1 11 1 -' m1,2 1 112 112 112 1_2 • • • •X ,2 1 2 � 2 • • • • • 3 N 3- 6-4 i ! • • •" • • • 3 6• 7-0 1173 11 3 11-3 11 3 11 • , E; • 9 6 1 • 1042 1 11 3 _41 - -1('2 7-6 11 3 11-1112 10 6 7-0 " ;-11 X `L + - 6• 1 �� 9/ ''-' ri) -2 (le i 114 V') 14 -. iggil ,-.. , I \ q, s, D � 1 1 1 1 1 2 '� 1 1 2 �/ ill 1 . 1 2 2 2 11 1 112 1 2 1 1 2 1 2 1 1 , 1012 3 11 10-6 7-0 • • • • - 1 121 1 2 1 2 7-611 1-112 • • '. • • • 11 3 _ 3+ 6-4 ` 2 • • • • •t•ImM►����`•r = 3 6 7-0 7; -11. 11}-3 11 3 11-3 11 3 � _ • 9 6 • 10 1 4 2 11 3 8-4 1 ii , , I + ,„ N ! - 7 1 /�" , » Ij O0 - 3 % 1/2 �{N� 1 7 1/2 EMI • 21 0NMI' I 1 '�'���� !#'� W24X55 6•. W16X26 I .. ��..�.._��Xg --. W. -� t 1 •...:�� 7,1= SPRINKLER HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. O 182 UPRIGHT BRASS 165 5.6 1/2" .5 CENTRAL H Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUTCHEON CONN. s 7 PENDENT CHROME 165 5.6 1/2" .5 CENTRAL H RECESSED Thread TOTAL 189 LATERAL SWAY BRACE ROOF LONGITUDINAL SWAY BRACE BOD=13'-6 1/2" BOJ=11'-4 1/ 11'-0" ZONE ___g 1 10'-6" 2 0 fli • N0 00 BOJ=12'-4 1/2" ZONE ZONE ZONE ZONE ZONE 6 , 2 3 4 5 _7 A TJ' re* 'f. • A N CID OD N _-V N 000 N CO N CO NCIO 4.0 N d-0 N 40 N Nom•, 012-1 PAY4PAY PAV eg N �„,,, N rt....". N .• 1-U' i� do APAV N r -r APAV N 1-0 N.-0 N CIO 105 17=0 BOB=11'-6 1/2" '-11" PM 12 1/2" /-12 10'-6" 4" e_� te' � 7" -j 2'-0" 0 VALVE o0V1 sEcrion A NTS -7 1/2" f PE -ACTION VALVE ROOM NTS ELEV.= 10'-6" FLOOR CONTROL DETAIL 2' DRAIN UNE TO VALVE ROOM ELEV. = 10'-6" -b - --4• BFV 4• WSP DOWN 4" WSP UP WSP DETAIL - ELEV.= 11'-4" ( inStrY ea SPRINKLER JOB: ZAMA NETWORKS 12301 PACIFIC HV/Y TUKWILA,WA. WATER FLOW TEST: STATIC: 160 RESIDUAL: 1 8 2 G.P.M.: 1800 SYSTEM DEMAND: G.P.M.: 673.4 P.S.I.: 6 7 3.2 SYSTEM: 1ST FLOOR DATE: k t-23-99 CALC. 6Y: HH JOB #: 7588 I SCALE: 8 175 , 170 A 1653 160 155 150 +45 140 135 SA TY ARGI4 39.1 PSI 130 125 _' 120 115 ® SYSTEyam- M r...- 110 63.4 GPM 0 113 2 PSI 105- 100 d 95- 1,1 90 ; D 859 01 W 80 = CC 0_ 75 70 651 60 1 55- 50 f. 45; 40 35 - J 30 25 - :.-- 20 = 15' _, 10 5 -L, - 1: 1 1 1 1 1 , 1 1 cru 0 Scale A 100 Sccle 8 200 Scale C 800 1 1 200 400 1600 1/11 1 1 1 1 300 600 2400 1 1 11 11 11 400 800 3200 1 1 1 1 1 1. 1 1, 1 1 500 1000 4000 1 1 1 1 600 1200 4800 1 1 1 1 1 1 1 1 700 1400 5600 . 1 T1 1 11 I , 1:, 1 1 1 1 1 800 1600 8400 1 1 1.. 1 1 1. 1 1 1 1 1„ 1 1 900 1800 7200 1 1 1 1, 1 1000 2000 8000 NOTE: BOTTOM OF 16" BJ =12'-2 1 /2" BOTTOM OF 18" BM= 12'-0 1 /2" 24" BM=11'-6 1 /2" 26',' BJ=11'-4 1 /2" 32" TRU SS= 10'-10 1 /2" 1/2" 1 /2" 6" 9" 6" 0" 0" 6" J - 15-99 ZAMA T I 1 REVISIONS: 0 CEPT Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. .49 - Date: Date: By: fUKWILA FIRE DEPARTMUU Please call: 575-4407 and give this job No. and exact address for shut, down or restoration approvelc FIRST FLOOR FIRE SPRINKLERS 24' 1 /6" = 1. O" r HLE i 0 1- 1 a_ > U E Oo (9 Q0 Q fl -z N ' c' - ` Tiii Li' V 0 _J uhj g cn Ma PI H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION 7 MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE,WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RFAGERING DATE: 9-29-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: IST FLOOR T I l SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. ALL RIGHTS RESERVED: DATA ZAMA TI re) ON c CB/ 311_7II 30I_0II 30I_0II 351_0II 301_0II 301_0" 311_--111 11 1 2 MODEL# CALC. BY: HEHARRIS CONN. 0 130 MI f. BELO OF DE 112 �6 L MAI BOTTO K= 3'-0 OPEN TO ABOVE OW BOTTOM rtIBRANCHUNE FCK= 11 1/2 1-5 0 110-0 0 :-6 `" 0 0 0-9VE 32.J G0W P 4 �I��r1�F ■, .. 1111. _._ �..,. 2310 213 11211 1 1 -613 TYPICAL MAIN tl` BELOW BOTTOM 1-5 0 110-0 0 :-6 `" 0 0 0-9VE 32.J G0W P 4 �I��r1�F ■, .. 1111. _._ �..,. 2310 213 11211 1 1 -613 TYPICAL MAIN tl` BELOW BOTTOM BRA DECK= • OF DECK= 2'-15.5", --OF BELOW BOTTOM rOICAL BRANCH JN F DECK= 11 1/2 rICAL t . BELOW OF rICAL t . BELOW OF BRA DECK= CHUNE TTOM 1 1/2 t ti 1111_ it •111101 r.. A '■I111� Tom —� 71 TEMF, -^RY r. l 12 BRAN LOW BO ECK= 1 1 2 11,-3 d 3 32BJ HUNE TOM 1/2 1 10- 01123•. TYPICAL BIRANCHUNE BELOW BOTTOM OF DECK 11 1/2 TYFFICAL BRANCHUh E BELOW BOTTOM `Or DECK= 11 1/2 y p>'PICALD4AIN TYFFICAL BRANCHUh E BELOW BOTTOM `Or DECK= 11 1/2 y p>'PICALD4AIN y p>'PICALD4AIN �� BELO TTOM '-6.57, --OF DECK= TYPICAL PICAL MAIN iL ELOW BOTTOM OF DECK= 2'`-6.5 TYPICAL BRANCHU E . BELOW BOTTO BECK= 11 1/2, OF DECK= 11 1 2 112: 0-613 1 10— 011230. TYPICAL BRANCHUNE E BEIOW BOOM /2 OF D CK= 1111/2 2TRUSS 32TRUSS -10-011230: • TY 2TRUSS 32TRUSS -10-011230: • TY AL. BRANCHUNE ` OF DECK= 11 1/2, TI'LOW BOTTOM -TOM BECK= 11 1/2, TYPICA_ BRANCHUNE & BE -OW BOTTOM ` OF DECK= 11 1/2, • TYPICAL MA N . BELOW BO -TOM ` OF DECK= 2'-6.5 • SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CALC. BY: HEHARRIS CONN. 0 130 UPRIGHT BRASS 165 5.6 1/2" .50 CENTRAL H 175 Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. Q 39 PENDENT CHROME 165 5.6 1/2" .50 CENTRAL H RECESSED Thread TOTAL 169 C -CLAMP KITH LOCKNUT RETAINER STRAP ""--- ALL THREAD ROD �- PIPE RING C -CLAMP HANGER W./RETAINER STRAP DRILLED CONC. ANCHOR HANGER REMOTE AREA .15 GPM / 1950SQFT 591.2 GPM © 114.3 PSI REQ'D LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS - -fLEAF WOW es LATERAL SWAY BRACE WITH NON -THREADED FITTINGS ELEV.OL---- 10' 3" PA VA 3" BFV • I c 11 0-11 FOM SUPPLY PREACTION VALVE NTS ' JOB: PACV1EW BLDG C TUKWILA,WA. WATER FLOW TEST: STATIC: 160PSI RESIDUAL: 112PSI G.P.M.: 1800 SYSTEM DEMAND: G.P.M.: P.S.I.: SYSTEM: DATE 7-99 CALC. BY: HEHARRIS JOB #: 4588 SCALE: ' 0. In85 w CC0- 0. Scab A Scale B Scab C 170 160 150 140 130 100 110 100 so 80 70 60 50 40 00 20 10 0 175 _1 165_ 155 �_ 135 125 E. X 2ND FLOOR 591.2@ 114.3 115! 105 95= - 75 - 65 55: 45= 35 25- 15: Z. 5_ =, N1.85 100 200 800 1 I 200 400 1600 1111 1111 300 600 2400 1111 1111 400 800 3200 1 1 1 1 1 1 1 1 500 1000 4000 I I 1 1 1 1 1 1 600 1200 4800 1 1 1 1 1 1 1 1 700 1400 5600 1/4111111 1111 I M I 800 1600 6400 111111111 111111111 900 1800 7200 1 1 1 1 1 1 1 1 1 I I I A(rIGPM 1000 2000 8000 01 0) 0) 1 REVISIONS: n H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RFAGERING DATE: 12-7-99 PROJECT: McK. PROJECT NUMBER: 4588 Washington Surveying & Rating Bureau PLAN REVIEWED AS NOTED TITLE: 2ND FLOOR ZAMA T1 SEATTLE WASH. p(1 comments and acceptances relate exclusively to relative effect ttt` 'various coailti:,s ep571 fire insurance rates. -They are not to b.. cati1 es i Gi strued as morin; in any .4�2y typo:: the .;a t.t�n v;itathEr "clue care',, r;,.;suna! it#- has been exercised with resp:ct to posabie liability jury or damage to property. It is recognized that hazards Whal:tr msi `—� OMIT in 'stili exist. SHEET: ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY 1 CV TOP BEAM HANGER CONCRETE ANCHOR NsAU. THREAD ROD yPIPE RING DRILLED CONC. ANCHOR HANGER C -CLAMP %NTH LACLWUT RETAINER STRAP BALL 1NREAD RI PIPE RING C -CLAMP HANGER W./RETAINER STRAP 4'-1 9' 4'-1 4' 9' 5' 13 6' 9' 4'- 2201-I0" 31' -1" 301-O" 301-0" 351-0" 30'-0" 301-0" 311-1" I . f, N , .. " -4 iu-L I/ L. - o -U Iv i METAL TEMP K NPT ORIF MFG. MODEL# CONN. 0 182 UPRIGHT BRASS 165 5.6 1/2" .5 CENTRAL H Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUTCHEON CONN. e 7 PENDENT CHROME 165 5.6 1/2" .5 CENTRAL H RECESSED Thread TOTAL 189 135 / 1 I 1 SA TY ` ARGI 39.1 PSI 25 ....... i 5 SYS tji , •_ I 1 1 i 1 { i 1 /2" 1 953 1 - i 1 1 ash i 1✓.• POWER POC ! 7 :3 `J .. ! 65 ; _• : r N : 1r2 I I I 55 , ! 4'-10 r ' 1 451 i ! 112 1 2. 1 1 .3544 ! • (/ 1 2 25 l 1 112 2 1 112 I 1 _ 5'1 i ' I i i 2 1 1 N,.5 1 1 . , , 100 200 300 200 400 800 800 1600 2410 1 : 1 I 400 800 3200 , , 1 1 , , I 500 1000 4000 600 1200 4800 : . , 1 : . . . :: , 700 1400 56(10 : 1 . 1 I 1 . , ) 800 1600 5400 2 , • O • • • • \Q \0 1 • 9- z • 9-• z • 9 9 • 11 3 -1 • 11 3 • 11-3 ' • _; z' • 11 3 • 11 0 • 10L6 - 1 1 • 10 6 • 11 0 • 11 3 ' 11 3 7_912 12 -. 11 3 9_'12 9_612 9- 12 UPS Rocs 6' 2-3 . • . - _ • . •r ' MAR ! ,egBELOWBRAIGIUNE N' LINE .4 Warm BELOW Z O N • O N 3 ti '' PC RG GL"0 N i3 m N E DECK= ss` IEEE . , L::•11i1 . , cv 112 °NEI 4 112 =• >. , `° - / 112 1 1 112 1 1 1 2 2-3 1 1 2 1 2 11-412- •v •1 • • - 1 2 .1! • .1 . 1 i 2 , 1 , 1 2 1 2 1 z 112 1 2 11 2 2 2 2; , 2 2 N•• ul• • . • • • !9_512\`0 •-.12 • 9_12 • 9 9 • • 3 • 11-3 • -: 4, • 11 3 • 11 0 • 10-6 =' • • r1 210 6 • • 11 0 2 2 -. 0- ' ' ,'. !2 jpr1_9121 i 113 9- 12 9 2 _ 1 9• z 4'-10 ) 1 /2 1 2 212 .. 41-p 21 0 1 h . ►: . fit h, _ `_ • \1 , 1 '- -U IIS r A.' Sa1' R,L1R►.NI. .__. \h. 68 ■ ,i1%i %• .-a- _ ,W Z- .w ig.• =xZ=4.a l' ,wi ' % 8 6:1 W2 4 068 mal (' S," ' .8' .:.► ■■. - - a'_■,■, >_.a. .. ` -r ..a■.. -. -- ag_ .. - -r -1 $ ssii \iilw- Lel ■ mumu! - 1 ! 1•ril•Si 3 t.Zt1!LT ii/ I ! 3 = O _ , .ra . aaf_._aff..f.aafaaa■. • r Iliii'iiiii%iii -CV ' '1 I 1 + 1 ]- - + _/ (! uuN BELOW . i .....= o o ;1 10 N;14 2 P :I + _ .- NI! N 211 - 2_ 4.! 1 2` 1 2 1 2 2 _ _. 1 __ 2 , +1 1 ! :; :e■ I( '7""1:.,'"'" "r , 111 2 2 2 N' R001VALI , . 2 •L1 • 'u.• „ • , •-• _ 0-4 '-1 • • • • ' 13 •• 9 8 i 9}9 30 ••; 11L313 i.• d1-3 ;i I ° • • 6'712 11 3 N - 6-4 9_j12 ( 9_6 +9-•Iz3 .• , - - ,N, \ 1 ( N t.. # -80TT6Y - - - - + - - l t T N .. '■ -; - 1 4_11 r i i E(.2 . I ' ' L.`_0 CV CO / (TYPICAL BRANCHp7wNE » 2-. 1 , „ , 1 - II ;5111; j OF M. 36- I -6 + GF .,GT- ; 1 - + . -- + + + + -i- * N I+ , N 1 ' 2 1 , • =2 i . i B° 45511-13127:31-6i.2 N w 1I N.- I &B 0W eon I T -+' ZONE 61 ' .sS- '- I 1 FOR DET'IL of lEac ,o•I - - - + .,.• c • /, 12_ . ; IU! I , -• CMRiliNtz -: /, h - 1.. 2 . 1 -®-- 11 I` `_ _ 112+ _ + i.- 1 11 1 1 2 N' I ' ,12 7• " • • • f •, 1.1 WSP "WN f • '!.. I 6-4 • • c ji •• 3 • 9 8 3C.•_ • . -T - +9" , 23 • 9T 9130. • .313•. • T T 3 1 (D. • p=1 4" WSP UP +-` i .. •*-- O- 11-) • -3 9-3 •' 167 11}-3 1 2 _ , n • 2 _ .:, 91 i2 9t6 I -- _ - 11l®: - -. , 1 - " -• - -- - -. 1 + - -- 12 + + .` :• N Mull 13-6 z I i -3 • + ;- - 1 BELOW BOTTOM •I 1L 11 , 11 TYPICAL MAN ry , /G N t . i -L!'5 , .:. > ..."_N1T - N`- W.. c I II ' n ' .'.;• y:::::f . 1 ' Z / /4X1: ' _('. G 4X68TRUS . S O 4{i 4X 8 .--• iw 1 I' - c - N ., 68 1::` -a i■ ..951 , 4 .. .. or oE t SS i ■■. . 'Y Ti .T■ _ i.. ■ fl..r ■4 . i Ir ame riYtom rll.i i B1■ _B ...mai o ■ d ii:_Yi 3 , , :, ' ' ` ■■1 ' 1 C 'Ai y--- • L N raiflli7.1.---.1:00,.._0, • Q • i __ ,>•r_ two i■a: ice'"'- i Lnmis, :- Ii - _ ✓ L - - ' . ' T. ..- _ _ , : - - il . 1' /I „ t- - N`GM 1 6 2 • 11 111 1 h ( C • • • I w • • • _' . 1 . 2 2 ` - i + .. 7 21 -' aiMIr I nD► i•••i • - -, 5-6 111 ' O 0 -. - T. ;- _ rt _ - 1. - - g_ 1 L ■ .: 0292 - 5 9 N , 3 9- 2 9-I a 1'21 1v1 2+ 11 2 G + 1 2 - 1 - '6 2 G • 4)' 13 0. 1-- -6 C3. 1-11g-&-,10. T1'., --(i)30.0- 1-- 9-4301-0• --1 ' @ 0. •• 1 8-3 ( 4 1 - O - `4 N - E BES T ` -1 1 `' z T - TYPICAL IAB, 2 f c l a ' OF= 36 N - -... ` t - - - i } -i- - -r OF DO:K.36' c rnrrea Too 1 C EZMU _ #6' =B Y '\ c _ 18-612 N 9'- OF DECK ,0- V BDTTOM - Y ` - - R MOTE ' 1YAREA: 1 S GPM / 1 g50' SQFT. . - + _ • - 1 h 11 . 112 11 112 ' / 1 2 `1 ; 36- 1 2 ' 112 1 2 1 2 112 2 .11 2 O N TYPICAL E {4""N - ' 673:4 GP '113:1 _911 j FSl 3'.-11 1 -` T - • + Y( j • •- •-712 11 112 • 11 0 • , 101-6 • \ ' 3-6• 7-0 ' • 7' 11 • 11+-3 • 111-3 • 11-3 • 11.3 • 1 11 _3 h- " 7 1-6" 0F, AL -04.,0- _ .j.:. wT _ ,. .,. fi- -. ... .. . •. . : ._ .- - .:. -. I, -- a i{ i ., 1 1 , ti 30 91 2 9_512 0 I , N i; I T 1 I / V• 1 _1N X 26K7 I 1 -. ` ( I`_ /) t I `' TYPICAL BELOW BorrowI UNE ZONE 1 li. . M . /f • v I ; j = 1 co X N N BRA/ CHM? g'- / j\ j ; { CO C„ OF DECK= 10" + 1;2 112 112 1 2 112 112 V 1 h - LL I ; I (' . N { f N N i 0 130. • +1 •- 5 0 - 0 • • 9-0 I 9 • - 0 0 • 8-3 .4) 0-9 oo I 1 2 1 P 2 1 2 j , 1 2,• 2' 1 1 1 :1 1 1 2 h 1 2 11 1 2 \ 1 I 2 I 1 1 2 1 11 2 1 1 2 11 r 64 N30k99 1 _ 321. TRUSS N - • ' -7'2 •• 11 32G T' USS 112 • 11 0 o • 10;,6 ` i!FME1 N _ •3-• ROC 32G I 3-6• t• P. 7-0 , •` • 7';11. • 11}-3 1 1 32G i 11-3 c RUSS 11 3 I 32G . 11 TRUSS 3 0 i 111-3 i I ! .. . " N a 3 lr N • 1 . 9- 2 112 (4 .., •9-p120 1 2 W21 Xj 22 i' 4, '° •$44 N -•' w ` -i - 7 ,i 112 , N -1 /-- N - 1 i 4'-7 1 /2 EN I i -L; 'V -: l ; ( M 1 - Li I -3 , 1 11 1 "' 1 _ - % 112 i 112 11'2 G 112 -, ' 112 2 112 1112 112 1 2 11 11 112 1 2 1 2 1 2 I ill 1 _ 1 •12 9 6 I 10}-412 11 3 ;-41 ,_1 z , 6 7-6 111-3 1 111112 101-6 i 7-0 3t 6" 7-0 7+1 11-3 11 3 fi• 11{-3 I 11-3 11-3 l x I ,co , .e.,,,,:_6 - - -1 - .• ! CSL ' L BRANCHLIKE i I i i TYPICAL. ♦L BRANCI JNE BELOW BOTTOM c., _ I'ri rt' .. } -r ,- „ _3„ 3 'BEIDWBRAACNTTOYNE / BELOW BOTTOM OF SCK. id 1 N Cn I 1 I OF DECK= tOt N I rn y I/ a M II' . aDECKS 0- • . irVI • ^c1, i 1 12 112 112 11012 11 2 7-6 1 11 1 2 3 11 2 11-112 1 12 11-6 :/ 2 7-0 (\, 1 - . 11 11 112 1112 112 1 112 1 i 1112 N.c , ' 11 2 • • • • • • • • • • • - - • • • • • • • ' 11 3 11 3 '' 11 3 6-4 1 9 6 1 10 412 11 3 . ': 3 6• 7-0 7--112 11 3 11r3 MAN, N 03 1 :, j BELOWN . ! 1 1/2" te Mu'eo,Tor 21 2 21 2 21 2 I, N , 1 ,. _ ; ;, i L_ 1 ,. ••..-.• 211-0 E 14X3 I 1 !w24X55' `r°!1.X26 r I ~,v1 b 1 ■ N24 5 or bEac-36 T I . . - 's : s. l •- r 21, .• 1 1 }' 1 , _ ' -, , , 1--`-- 1 9 -- SPRINKLER HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. 0 182 UPRIGHT BRASS 165 5.6 1/2" .5 CENTRAL H Thread SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUTCHEON CONN. e 7 PENDENT CHROME 165 5.6 1/2" .5 CENTRAL H RECESSED Thread TOTAL 189 1' s: r_: ,:i•;; LATERAL SWAY BRACE ROOF AFCON 1410 PIPE CLAMP LONGITUDINAL SWAY BRACE 30D=13'-6 1/2 BOJ=11'-4 1 / 11,-0" 10'-6" a \\ BOJ=12'-4 1/2" _ ZONE ZONE -EL1 1b ". A CEO J 0 r) N I0 co L(7 ZONE ZONE ZONE ZONE 2 3 .4 5 -rCti -A Ur N 000 N 000 N 000 N o0 NO° 3' - 0"--1--3'-0"-+-3'-0"-+-3'-0"-4-3' 01-I PAV PAV N .LCD m o PAV N ^ , PAVgPAV 40; .-N N o N r,0 N I NNgo m. m oo 1 808=11'-6 1/2" C.) 0 PA 6'-1 "-{ 17=0 4'-11" 12 1/2" 10'-6" 4" 161'-7" 2'-0" VALVE BOOM SECTIO\ A NTS PSE -ACTIO \ VALVE SOON NTS FLOOR CONTROL DETAIL 2' DRAIN UNE TO VALVE ROOM ELEV. = 10'-6" 4" WSP DOWN .-4• BFV rem -- ELEV.= 11'-4" 4• WSP UP WSP DETAIL Ins SPRINKLER 1.20B: ZA1'AIA NETWORKS 1 12301 PACIFIC i - {WY TUKWILA,WA. STATIC: 130 1E: ! 1-23-93 RESIDUAL: i ' OALC. BY: HH O.P.M.: ; BOO WATER FLOW TEST: 1108 ¥: 7558 1 SCALE; 9 SYSTEM cP.M.: 673 PSf.: 113 SYSTEM: i ST DEMAND: 4 L FLC0R PRESSURE PSI oP!,1 Sca!e a 5_•18 5 Scale C 170 -60 150 140 130 120 110 100 50 80 50 50 40 3C 20 10 0 175 -1. 135' i 1 l t 55 1 ! 1 1 i 1 0 11 1 i 135 / 1 I 1 SA TY ` ARGI 39.1 PSI 25 ....... i 5 SYS tji , •_ I 1 1 i 1 { 1 953 1 - i 1 1 ash I, 15 1 1 1 { 7 :3 ! 65 I I I 55 , ! r ' 1 451 i ! 1 .3544 ! 25 l 1 3 i 1 1 1 _ 5'1 i ' I i i 1 1 N,.5 1 1 . , , 100 200 300 200 400 800 800 1600 2410 1 : 1 I 400 800 3200 , , 1 1 , , I 500 1000 4000 600 1200 4800 : . , 1 : . . . :: , 700 1400 56(10 : 1 . 1 I 1 . , ) 800 1600 5400 T -r 1 , , I : 1 1 1 , 1 : 1 , I J : ,-T T 500113 1500 20 7200 20, 0 0 -NOTE: BOTTOM OF 16" BJ =12'-2 1/2" BOTTOM OF 18" BM=12'-0 1/2" 24" BM=11'-6 1/2" 26" BJ=11'-4 1/2" 32" TRUSS=10'-10 1/2" 1/2" 1/2" 9" 6" 9" 6" 0" 0" 6" ACCEPTS Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions ;to these drawings after . this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by IThe Tukwil, Fire Prevention Bureau. Date: FUKWILA FIRE DEPARTIALAI Please call: 575-4407 and give thisjob No. and exact address for shut• down or restoration approve/. By: 11-15-99 ZAMA TI 1 REVISIONS: U w •o 0 U Ti 0 0 2 N 0 0 0 J CO 0 H.V.A.C., PIPING, PLUMBING. ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC -KI -N -372N0 (206) 762-3311 FIRST FLOOR FIRE SPRINKLERS o cCrran S.nnk' Decd`'! 24' 1/8"= 1. 0• DRAWN BY: HHARR I S CHECKED BY: RFAGERING DATE: 9-29-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: IST FLOOR T I SHEET: ' 7?, ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. L 0) 31'-T 2 30' 0" 301_0fl 3S'-011 30'_rn11 3O1_OU ( >> 31'-T TYPI L MAI BELO BOTTO OF DE K= 3'-0" s'v7iNI5-ARE BRA HUNE = LOW B TTOM =1.li._ ,4cL—=511111Mw/4 OPEN TO ABOVE TYPICAL MAIN E BELOW BOTTPM OF DOCK= 2'- .5• TYPICAL BRANCH INE I BELOW BOTT OF DECK= 11 • /2 TYPICAL BRA CHUNE E BELOW TTOM OF DECK= 1 1/2 BOW BOTTOM rOIC.f.BRANCHUNE F BECK= 11 1/2 12 112 0 0 0-9 ii IRM_ MEM Or— 2° 11.111111111 Eng 1111 116. 312 .,1 11 12 BRAN HUNE LOW BO 014 ECK= 1 1/2 t. TYPICAL BRANCHUNE BELOW! BOTTOM OF DECK= 11 1/2 TYf11CAL BRANCHUI+E 12 112 0 0 0-9 ii IRM_ MEM Or— 2° 11.111111111 Eng 1111 116. 312 .,1 11 12 BRAN HUNE LOW BO 014 ECK= 1 1/2 t. TYPICAL BRANCHUNE BELOW! BOTTOM OF DECK= 11 1/2 TYf11CAL BRANCHUI+E TYf11CAL BRANCHUI+E til,II BELOW BOTTOM OF DECK= 11 1/2 vvYPICAL)MAIN , BELOjBOTTOM OF DECK 2.-6.5", TYPICA t. BEL01 OF DEC TYPICAL MAIN t. EELOW BOTTOM OF DECK= 2 -6.5" • TYPICAL 3RANCHU hIE & BELOW BOTTOM OF DECK= 11 1/2 1 2 111'313 1 2 `r - 1 2 -- - -112 11 3130: 10- 011230 1 101-61306 TYPICAL BRANCHUNE E BELOW BOTTOM 111/2 TYPICA t. BEL01 OF DEC TYPICAL MAIN t. EELOW BOTTOM OF DECK= 2 -6.5" • TYPICAL 3RANCHU hIE & BELOW BOTTOM OF DECK= 11 1/2 1 2 111'313 1 2 `r - 1 2 -- - -112 11 3130: 10- 011230 1 101-61306 TYPICAL BRANCHUNE E BELOW BOTTOM 111/2 TYPICAL 3RANCHU hIE & BELOW BOTTOM OF DECK= 11 1/2 1 2 111'313 1 2 `r - 1 2 -- - -112 11 3130: 10- 011230 1 101-61306 TYPICAL BRANCHUNE E BELOW BOTTOM 111/2 1 2 111'313 1 2 `r - 1 2 -- - -112 11 3130: 10- 011230 1 101-61306 TYPICAL BRANCHUNE E BELOW BOTTOM 111/2 OF DECK= 32TRUSS 32TRUSS ,32TRUSS 32TRU'.S 12 - 1 10 0123 TY AL BRANCHUNE ELOW BO OM QECK= 1111/2, TYPICA_ BRANCHUNE t. BE _OW BOTTOM OF DECK= 11 • TYPICA_ BRANCHUNE t. BE _OW BOTTOM OF DECK= 11 • 1/2 TYPICAL t. BELOW OF • MA N BO -TOM DECK= 2%.6.5", 112 10— 012 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# CONN. 0 130 UPRIGHT BRASS 165 5.6 1/2" .50 CENTRAL H Thread SYM CNT NAME METAL ' TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. QQ 39 PENDENT CHROME 165 5.6 1/2" .50 CENTRAL H RECESSED Thread TOTAL 169 RETAINER STRAP C -CLAMP WITH LOCKNUT - ALL THREAD ROD r PIPE RING C -CLAMP HANGER W./RETAINER STRAP DRILLED CONC. ANCHOR HANGER REMOTE AREA .15 GPM / 1950SQFT 591.2 GPM @ 114.3 PSI REQ'D LONGITUDINAL SWAY BRACE WITH NON -THREADED FITTINGS NO -THREAD SOW mum win `1• SCHAP PIPE 01010 -tnsx- LATERAL SWAY BRACE WITH NON -THREADED FITTINGS ELEV.OL= 10' 1'0r I t0 3" PA VA 3" BFV I 0=11 FOM SUPPLY PREACTION VALVE NTS r. _I O -01 Company Mcg S1.2.te arc o E•eo . IJ REVISIONS: n U n 0 0 tr 0 G=1 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RFAGERING DATE: 12-7-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 2ND FLOOR ZAMA T I JOB: PACVIEW BLDG C TUKWILA,WA. WATER FLOW TEST: STATIC: 160PSI RESIDUAL: 112PSI G.P.M.: 1800 \ i SYSTEM DEMAND: G.P.M.: P.S.I.: SYSTEM: GATE: 7-99 CALC. BY: HEHARRIS JOB #: 4588 SCALE: a85: CC N W Q. Q. GPM Seale A Seale 8 Scale C 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 175- 165: 155 = 145: 135: 1zs_ " = 91.2© 114. 115: `.0 105: 2 85 75- - 7.F. 65: = 55: a. 45: = 35' - 25 15: a. 5: =1 N1.85 100 200 800 1 1 200 400 1600 1111 1111 300 600 2400 1111 1111 400 800 3200 1111 111 1 500 1000 4000 1 1 1 1 1 1 1 1 600 1200 4800 1 1 1 1 1 1 1 1 700 1400 5600 1111 11111 111111111 800 1600 6400 111111111 111111114 900 1800 7200 111 1 I I 111 ,i,"rri, 1000 - 2000 8000 r. _I O -01 Company Mcg S1.2.te arc o E•eo . IJ REVISIONS: n U n 0 0 tr 0 G=1 H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 DRAWN BY: HHARR I S CHECKED BY: RFAGERING DATE: 12-7-99 PROJECT: McK. PROJECT NUMBER: 4588 TITLE: 2ND FLOOR ZAMA T I