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HomeMy WebLinkAboutPP - 17100 SOUTHCENTER PKWY - MULTIPLE - PERMITS AND PLANS17100 SOUTHCENTER PKWY 18-F-168 18-F-025 14-F-179 14-F-082 11-F-211 10-F-271 09-F-043 08-F-515 07-F-279 07-F-273 07-F-241 07-F-204 07-F-201 ASSOCIATED PERMITS 07-F-200 07-F-192 07-F-172 07-F-068 18-S-147 18-S-019 14-S-167 14-S-093 11-S-213 10-S-263 O§ -S-033 0$-S-437 08-S-409 08-S-208 07-S-274 07-S-240 07-S-233 07-S-217 07-S-207 07-S-199 07-S-187 07-S-065 14-H-192 09-H-055 D17-0234 443iiiit,"444 assts 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: 17100 Southcenter PKWY. Tukwila, WA 98108 Suite Number: / ` Floor: 788892-0020 Tenant Name: Verizon Store Property Owner's Name: WIG PROPERTIES LLC -SS New Tenant? ❑ - Yes X] - No Mailing Address: 4811 134th PL SE, Bellevue, WA 98006 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mike Maguire Day Telephone: 206-679-3670 Company Name: Archer Construction Mailing Address: 7855 S 206th ST,Kent WA 98032 City State Zip E-mail Address: mmaquire@archerconstruction.com Fax Number: 253-872-7277 Contractor's City of Tukwila NICET III number: ARCHEI*219DR exp. 4/1/19 Business License number: BUS0992634 exp 12/31/2018 Total number of new/relocated devices or sprinkler heads: 10 Valuation of Project (contractor's bid price): $ 3705.80 Scope of Work (please provide detailed information): Add new and relocate the existing extended coverage pendent heads 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 EXAMIN. P THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE TATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Kenneth Kolbe PAID JUN 26 2018 TUKWILA FIRE Date: 7/26/2018 Day Telephone: 206-571-6612 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: See's Candies 17100 Southcenter Parkway Permit No.: 18-S-019 Date: January 17, 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 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). A • 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: See's Candies 17100 Southcenter Py Suite 108 Permit No.: 10-S-263 Date: December 8, 2010 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 7-02, 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 30 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Verizon Store 17100 Southcenter Parkway Suite 116 Permit No.: 18-S-147 Date: July 27, 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'/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). • 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: Five Guys — Southcenter Square 17250 Southcenter Parkway, Suite 112 Permit No.: 14—S-167 Date: August 7, 2014 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'/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 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. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Five Guys Burgers And Fries 17100 Southcenter Parkway, Suite 112 Permit No.: 14-H-192 Date: September 3, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust system whenever cooking operations occur. The activation of the exhaust system shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • A minimum 110 candela horn/strobe shall be installed above the kitchen hood suppression system manual pull station at a height of 80 inches above the floor. • A separate fire alarm permit from the Tukwila Fire Department is required for all fire alarm work. • The suppression system manual pull station shall be located no closer than 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. /NV 5C/6 //2 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Inspa 17100 Southcenter Py Suite 112 Permit No.: 07-S-199 Date: August 16, 2007 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 20' 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. • 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. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: DSW Shoes .,,1220frSouthcenter Parkway Suite 140 1 1(("5. Permit No.: 07-S-187 Date: August 7, 2007 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 20' 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. • 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. All references are NFPA 13, 2007 Edition. L FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Platinum Wear 17100 Southcenter Py Suite 136 Permit No.: 08-S-437 Date: August 29, 2008 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'/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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Platinum Wear 17100 Southcenter Py Suite 136 Permit No.: 08-S-409 Date: Aug 8, 2008 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 0 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Cefiore T.I. 17100 Southcenter Pky. #148 Permit No.: 08-S208 Date: May 20, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (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 '/z 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. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. All references are NFPA 13, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Ideal Image 17100 Southcenter Py #144 Permit No.: 11-S-213 Date: September 23, 2011 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 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 any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Hand And Stone 17100 Southcenter Py Suite 136 Permit No.: 14-S-093 Date: April 28, 2014 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 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. All code references are NFPA 13, 2010 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Old Spaghetti Factory 17100 Southcenter Py Suite 160 Permit No.: 09-S-033 Date: February 20, 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: Southcenter Square Building "N" 17100 Southcenter Py Permit No.: 07-S-065 Date: March 13, 2007 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 20' 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. • 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. All references are NFPA 13, 2007 Edition. X FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Old Spaghetti Factory 17100 Southcenter Py, Suite 160 Permit No.: 09-H-055 Date: April 14, 2009 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Nozzle heights above appliances to be per manufacturers installation guidelines. • Install splash guards between fryers and ranges/charbroilers. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • The suppression system manual pull station shall be located no closer that 10 ft. and no farther than 20 ft. from the cooking equipment. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit �r-dz5q- 1-F-o2s— PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 ProjectSe. r5 c4,7‘110(6 -,--z7 Type of Inspection: Flt../ — Add ess: rjjd � Suite #: l FIDE 5 e, 1 Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Lr G,1. --(%r", GI �/A- �;fn— F, -e f i.�m - ,aeag-5'%J Needs Shift Inspection: Date: 3h 1 e Sprinklers: yrs Fire Alarm: A4 \7( (1. L,/ Hood & Duct: Monitor: Pre -Fire: Permits:• Occupancy Type: 04 Inspector: /fro c4_ Date: 3h 1 e Hrs.: I $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: <� i _C��9 f / 07 Type of Inspection: Address: Person: CcContact Suite #: J (WcT Special Instructions: Phone No.: r nApproved per applicable codes. orrections required prior to approval. COMMENTS: Sprinklers: ' j Fire Alarm: /Chit (77("9-a--.. Hood & Duct: Monitor:Pre-Fire: - i\r6rn ityeavc0 Permits: Occupancy Type: FYI - N Fri 70 5' 'J L 42L- Pitc,6-7--3. cl,D /AJ- - , G Q tLr9- 2c, P'v — eL- t -r>97 5 0J f & Needs Shift Inspection: Sprinklers: ' j Fire Alarm: /Chit (77("9-a--.. Hood & Duct: Monitor:Pre-Fire: Permits: Occupancy Type: FYI Inspector: %1,!/1 _ Date: S/?tel / 4A 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dr) -0231 /5--S--di' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.:::__,.._ --, S Type of Inspection: C6VE Address:Contact Suite #: / 7/ 00 Er__ -P%c....c,.r y Person: Special Instructions: I °b 6 Phone No.: 1Approved per applicable codes. Corrections required prior to approval. COMMENTS: a/Z -fb AIP A-. c. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: J Inspector.-' ,X11.3 Date: 3/c7/ g Hrs.: / ?j $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bp --o-434- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: See, (Type of Inspection: Address: Suite #: ��.(-0 S�eeki Contact Person: Special Instructions: 410s1Phone No.: 9L7. Approved per applicable codes. Corrections required prior to approval. COMMENTS: o� -r-a eve✓ K�.�Jld Soflci- eviINrui dolc1 fill Pita i*pic-ave Needs Shift Inspection: Sprinklers: ' 5 Fire Alarm: tO Hood & Duct.! Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: q ---n4 �4 Date: 24ight— IHrs.: $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 CORRECTION NOTICE/REINSPECTION FEE Inspector. 3S( Permit number: C p?_0-XCa(o2 TUKWILA FIRE DEPARTMENT/FIRE PREVENTION BUREAU 444 Andover Park East, Tukwila, Wa. 98188 Office: 206-575-4407 Fax: 206-575-4439 Business Name: Type of Inspection: t iii (70P/r. c-)7?'i- p2 rz_ Location Address: mid se_ �0w Date : 2l IvkAorq0-t. 0 Contact Person : V f (Mi Pared : S- Phone No.OUivi 7,S-_ Z ACTION REQUIRED : \‘\\C"\C-C)‘S e) -eT'C-4C -7e-r \ AL (11-6A-A)v\a" «rr Cvc CIS k- L( . -2-exi‘Q\K., -\-64423 / nskif INthoG.nS aifrtesp — ,,c)v telt w-c#Ch NA-cce.„ 9 --,04_ct4 C lle Cc�� 0vai;v1 --\-Q c'i-c_ NAW-SiitiltS Act `"--30°) e t6 colv\-4..AJ CORRECTION OF THE ABOVE ITEMS ARE REQUIRED BY : 42, 0a FAILURE TO COMPLY MAY RESULT IN THE ISSUANCE OF A CRIMIN CITATION/TICKET. Signature. Billin Attn: n Address : Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 3/26/10 T.F.D. Form F.P. 100 _ Global Project Vlues,.• :. Fa h t Protect Name: SOUTHCENTER SQUARE S_tandtly Hours: 24 ren y . , Prject ID: O FA7044 "' ' AmMins: 5 . Prepared By,: ROBERT Deratint Factor: IFP -100 Calcula ions Date: ...:1.2 03/08/2007 1 Voltage...1)mi? Warning ' Threshold % : 10 Panel 111 IFP -100 IDP Devices Model: IF -P-1.00 Aclet Fire Alarm Q.Ontrol Panel .- Max NAC. urrerit: a.O.Amps .. . LocatiOn: SPRINKLER ROOM 1, Volts: '-24 VIM ' . - . . Max Ranel'Qurrent: 5.0 Amos, _ ..... Qkt, Currert-Draw Wire AWG" - Qhmg Per - -Le-ngth(ft) Actual Volfs @ - - .#CircuitName Qty%Drop '. . .._ _ 51.P.Pcib)c.„Alarm __........._,ATYPIP'19.Q0.Ft. _ _QPP-7WaY E.0_1,- : cFp'..)60- , IFP -100 Fire Panel I -I, , 0.170 0.325 „,. _Pins -- ' " S -LQ -V , Photo,mon,Heat,Oull 1149 0.018 0.150. '-`,j1Dp [lead) Beam detector r - 1 __,,,. 0.000 0.000 -. 7 IPDQuCt , Non Relay • ' 0.000 0.000 ; .., . r; IPD Duct: With Relay t 7 0.000 ,0.000 KW' " IDP Acclimate ROR 1 _ , 0.000 0.000 IDP 1 , Monitor,Control Module " " 0.000. 0.000 - IIP- ' Monitor -2, t -. 0.000. 0.000 ', ,.. "IliP Monitor -10 r - 0.000 0.000 .. . _ . IDP Relay -6, 1 0.000 0.000 : Control -6 [ ". 0.000 0.000 , - - ' ,I5P ' Relay,Zone ,Zone -6 [1 -",', , 0.000 0.000 ' . SLO-A'QC" " SSB501BHT Sounder r 0.000 0.000 - . $$13224,136 Relay Base 1 - 0.000 0.000 :. • • c; IDP';', RTS451 Key' t' - ",..; '0.000 0.000 ' ipp , RA400Z i -..' 0.000 0.000 . " , lDp-lio; , Isolator Module 1 0.000 0.000"' 4 S.51522413.1, Isolator Base [..,.,-,, 6.000 0.000 ; - A-16667 LCD Remote Annunc r-1(..:. 0.020 -,. 0.025' . . . '. 5824 Serial/Parallel Module I, 1- - 0.000 0.000' , ' 840, Power Expander t, 1-° 0.075 0.175 . RP.8"-i..060 ' Power Expander r - , . 0.000 -0.000 . : 58654: LED Annunciator (4G) 1 , 0.000 0.000 ! 5855,3 LED Annunciator (3G) t "'. .0.000 0.000 .-, - , 5886- LED Driver Module [ „ 0.000 0.000 , . 5883 Relay Module 1:___-- .: 0.000 0.000 . , . , • .. PGM,-1/Qa#12. Notification Appl Circuit 0.060 0.233 #14 Solid _ 2.52 120 , 10,6a , 2p.26, 0.69% p6m4,voqtz Notification Appl Circuit _ u.000 0.000 #12 Solid 1.59 ,,...,' fl:.(210. 20401,„ 0.00% VGA&I/0,.#..8., Notification Appl Circuit 0000 0.000 #12 Solid . 1`,59' , 0.00 : 20.40 0.00% PGivi,i10.#4, Notification Appl Circuit • 0.000 0.000 #12 Solid 1..59 , ...r 0700. :t 2040, , 0.00% ..,, 15- Qm '.'4/0. #5, Notification Appl Circuit 0.000 0.000 #12 Solid :4-.59 - 0,00 .1, _ 20-.40' , 0.00% flolvi-176 #6 Notification Appl Circuit 0.000 0.000 #12 Solid : 3736 . .. _ ,0.00 _,'20,40 ._ . _ . 0.00% Total Current (ArtipS) 0.283 0.908 Total' Alatm,,,.C.orrartt (amps), Standby Tie In HourST, 24 _0,083 Alarm Time In 160 ,(5:Mins) TotakStandby, AI:I; !Required L 6...7492 , ..„.,0'.:076 ..i . to-tal Alarrn,AH: k'equille-d ____. folar&s.mbino.d.A.ITRequirelf i ,6.1if . Command Shortcuts Multiply gly The Perating FactO-fi _ - Minimum, BatteryAMpKou,rs Required , 1.20t '.. OA . Configure Circuits 1 I Print Page - Gbbal Project Values: F - I y Project CENTER SQUARE Stand 1 , Y ( ua ID:t Pr FA7044 Alarm Mins: 5 Prepared By: ROBERT Derating Factor: 1.2 IFP -100 Calculations Date: 3/8/2007 Voltage Drop Warning Threshold % : 10 Panel ID: IFP -100 IDP Devices Model: IFP -100 Add. Fire Alarm Control Panel Max NAO Current: 3.0 Amps Location: (SPRINKLER ROOM J Volts: 24 VDC Max Panel Current: 5.0 Amps Ckt.# Circuit Name Qty Current Draw Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop & Type 1000 Ft. One -Way Ohms EOL IFP -100 IFP -100 Fire Panel 1 0.170 0.325 SLC -DEV Photo,mon,Heat,pull 49 0.018 0.018 IDP Beam Beam detector 0.000 0.000 IPD Duct Non Relay 0.000 0.000 1PD Duct With Relay 0.000 0.000 IDP IDP Acclimate ROR 0.000 0.000 IDP Monitor,Control Module 0.000 0.000 IDP Monitor -2, 0.000 0.000 IDP Monitor -10 .= 0.000 0.000 IDP Relay -6, 0.000 0.000 IDP Control -6 0.000 0.000 IDP Relay,Zone ,Zone -6 0.000 0.000 SLC -ACC SSB501BHT Sounder 0.000 0.000 SSB224RB Relay Base 0.000 0.000 . IDP RTS451 Key ., 0.000 0.000 IDP RA400Z 0.000 0.000 IDP -Iso Isolator Module 0.000 0.000 SSB224BI Isolator Base 0.000 0.000 RA -1000 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5499 Power Expander 1 0.075 0.175 RPS -1000 Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 PGM -I/O #1 Notification Appl Circuit 0.000 0.233 #14 Solid 2,52 120 0.60 20.26 0.69% PGM -I/O #2 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% FGM -I/O #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1,.59 0.00 20.40 0.00% PGM -I/O #5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20:40 0.00% PGM -I/O #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps), 0.283 0.776 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Requireet 6.792 _ 0.065 Total Alarm AH Required Total Combined AH Required 6.86 Command Shortcuts Multiply By The Derating Factor 1.20 , Minimum Battery AmpHours Required 8.23 Configure Circuits I [ Print Page 1 laSILENT KNIGHT Circuit Configuration , Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7043 Date: 3/8/2007 Ckt. Number: PGM -I/0 #1 Clot. Name: Notification Appl Circui Qty 1 PC2415 / 15 Panel ID: IFP -100 IDP Devices Device 1/0 Use Notification Appl Circuit 1» I Current Draw Each Current Draw Total andby Alarm Standby Alarm 0.000 0.202 1 SSM24-10 0.000 0.031 spare 0.000 0.000 0.000 0.000 0.000 0.202 0.031 spare 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.233 Ckt. Number: PGM -1/0 #2 Panel ID: IFP -100 IDP Devices Ckt. Name: Notification Appl Circuit I/O Use: Notification Appl Circuit Qty spare Device Current Draw Each Current Draw Total Standby Alarm 0.000 0.000 Standby Alarm 0.000 0.000 spare 0.000 0.000 spare 0.0:00 0.000 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 Ckt. Number: PGM -I/O #3 Ckt. "Name: Notification Appl Cir spare Totals 0.000 0.000 0.000 0.000 0.000 Panel ID: IFP -100 IDP Devices I/O Use:1 Notification Appl Circuit Current Draw Each Standby Alarm Standby Alarm 0.000 0.000 0.000 0.000 Current Draw Total spare 0.000 0.000 0.000 spare 0.000 spare 0.000 .0.00 Totals 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 SILENT 13 KN ENI rr Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7043 Date: 3/8/2007 Ckt. Number: PGM -I/0 #4 Panel ID: Ckt. Name: Notification Appl Circuit I/O Use: IFP -100 IDP Devices Notification Appl Circuit 1 • Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm - spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 7. 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: PGM -I/0 #5 Panel ID: Ckt. Name: Notification Appl Circuit l/0 Use: IFP -100 IDP Devices Notification Appl Circuit • Current Draw Each Current Draw Total Qty Device Standby Alarm Standby Alarm - spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. : Number: PGM -I/0 #6 Ckt. Name: Notification Appl Circuit Panel ID: IFP -100 IDP Devices I/O Use: Notification Appl Circuit Current Standby V w Each Current Draw Total Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000`' 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0004 PER DEVICE X 26 .0104 IDP -PHOTO SMOKE - .000025 PER DEVICE X1 .000025 TOTAL: .0066 .0104 + .000025 .01703 ROUNDED UP TO: .018 0 SLC MICRO AMP DRAW ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0055 PER DEVICE X 26 .143 IDP -PHOTO SMOKE - .0003 PER DEVICE X1 .0003 TOTAL: .0066 .143 + .0003 .1499 ROUNDED UP TO: .15 1 1.2 I SILENT KNIGHT 5499 Power Expander Calculations r Global Project Values. Project Name: Project ID:IFA7044 SOUTHCENTER SQUARE Prepared By: Date: ROBERT 3/8/2007 Standby Hours: Alarm Mins: Derating Factor. Voltage Drop Warning Threshold % : 24 5 10 Panel ID: Location: Model: Silent Knight 5499 Power Expander ." Max Circuit Current 3 Amps I" Volts: 24 VDC Max Panel Current: 9 Amps 5499(1) [SPRINKLER ROOM Ckt# Circuit Name Current Draw W ire AW G '" Ohms Per Length(ft) - Actual Volts @ %Drnp Standby, Alarm & Type 1000 Ft One -Way Ohms EOL 1 5499(1) Circuit 1 0.000 1.006 #14 Solid 2.52 300 1.51 18.88 7.46% 2 5499(1) Circuit 2 0.000 1.188 #14 Solid 2.52 320 1.61 18.48 9.39% 3 5499(1) Circuit 3 0.000 1.109 #14 Solid 2.52 250 1.26 19.00 6.85% 4 5499(1) Circuit 4 0.000 0.528 #14 Solid 2.52 300 1.51 19.60 3.91% Aux 5499(1) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 ` 0.00% 5499 5499 Power Expander_,,,_OE075 0.205 3.831 (Amps) Total Output Power Required Total Standby Current (Amps), 0.075 4.036 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) ; Total Standby AH Required . 1..800 " _ 0.336 Total Alarm AH Required a Total Combined AH Required 2.14 Wire resistances are based upon an ambient temperature perature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.56 ElSILENT K\ICI IT Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7044 Date: 3/8/2007 Ckt. Number. 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby i Alarm 3 PC2R 115 0.000 0.218 0.000 j 0.654 2 PC2R / 75 0000 0.176 0.000 0.352 0.000 Unused 0,00.0 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.006 Ckt_ Number: 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 PC2R / 185 0.000 0.297 0.000 1 1.188 3 Unused 0.,000 0.000 0.000 0.000 Unused 0,000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.188 Ckt. Number. 3 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 3 Max Circuit Current: 3 Amps Y Current Draw Each Current Draw Total Device, �.�� ..' Standby Alarm Standby Alarm 1 PC2R 115 0,000 0.218 0.000 0.218 3 PC2R / 185 0.000 0.297 0.000 0.891 Unused 0,000 0.000 0.000 _ 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.109 Ckt. Number: 4 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 4 Max Circuit Current: 3 Amps Qty, Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 PC2R / 75 . 0.000 0.176 0.000 _ 0.528 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.528 Ckt. Number: Aux Panel ID: 5499(1) Ckt. Name: 5499(1) Aux Power Out Max Circuit Current: 3_Amps Qty Device Current Draw Each : Current Draw Total Standby Alarm Standby ! Alarm Unused 4.000 0.000 0.000 ; 0.000 Unused 0000 0.000 0.000 ;' " 0.000 Unused 0.000 0.000 0.000 ` 0.000 Unused 0000 0.000 0.000 0.000 0.000 ' 0.000 Totals 0.000 0.000 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME VERIZON TI @ SOUTHCENTER SQUARE JOB NO. TI7165 BUILDING 'N' DATE 8/22/07 ADDRESS 17100 SOUTHCENTER PARKWAY BY J. DELVO TUKWILA, WA 98188 SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION: OFFICE HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 0.20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM CITY CONNECTION IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 17 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET SPRINKLER MANUFACTURER: TYCO MODEL: EC -14 TEMPERATURE: 155 ° F K -FACTOR: 14 ORIFICE SIZE: WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7,474 GPM ELEVATION OF TEST: 26' DATE OF TEST: 8/12/06 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER PARKWAY & MINKER BASE OF RISER DEMAND 461.31 GPM REQUIRED AT 125.41 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 711.31 GPM REQUIRED AT 131.08 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) 17100 SOUTHCENTER PARKWAY w CC 00 ILA, WA 98188 SYSTEM/AREA WATER SUPPLY DATA 0 Cn O H 0) C 0- tti SMITH FIRE SYSTEMS, INC. SYSTEM DEMAND @ BASE OF RISER SYSTEM DEMAND @ CITY CONNECTION N 0 rn OD 1 o' f . , "'i '"'f"I 00 Cfl cij 11' 10 co N r„ I i I,..: I I 148 .,...I ITI.i 0 :r „� L..i +. 1.1,1..1 I.�...i,. I �.j i.....1 I.C...i.. i i i I,-I.j:,1:_� o 00 COO OV N O ISd M ]Hf1SSald SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 711.3 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 301 65.40 65.00 302 65.12 65.00 303 65.11 65.00 304 65.01 65.00 305 65.00 65.00 306 65.39 65.00 307 70.28 65.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 207 TO 307 PRESSURE 21.82 21.64 21.63 21.56 21.56 21.82 25.20 148.32 PSI 461.31 GPM 250.00 GPM 711.31 GPM 131.08 PSI 0.00 PSI 26.09 FPS 08-22-2007 PAGE 1 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 205 305 1.049 L 29.00 0=120 PT 21.56 (305) Q 65.00 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1518 PF 41.46 PT 58.25 (205) 207 307 1.049 L 29.00 0=120 PT 25.20 (307) Q 70.28 F=T,E F 7.00 PE -4.77 DR T 36.00 1.3308 PF 47.91 PT 68.34 (207) 206 306 1.049 L 29.00 0=120 PT 21.82 (306) Q 65.39 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1647 PF 41.93 PT 58.98 (206) 204 304 1.049 L 29.00 0=120 PT 21.56 (304) Q 65.01 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1520 PF 41.47 PT 58.26 (204) 203 303 1.049 L 29.00 0=120 PT 21.63 (303) Q 65.11 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1555 PF 41.60 PT 58.46 (203) 202 302 1.049 L 29.00 0=120 PT 21.64 (302) Q 65.12 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1558 PF 41.61 PT 58.48 (202) 201 301 1.049 L 29.00 0=120 PT 21.82 (301) Q 65.40 F=T,E F 7.00 PE -4.77 DR T 36.00 1.1649 PF 41.94 PT 58.99 (201) 46 207 1.710 L 85.00 0=120 PT 68.34 (207) Q 12.63 F=T F 12.00 PE 0.00 BL T 97.00 0.0051 PF 0.49 36 46 1.710 L 1.88 0=120 PT 68.83 ( 46) Q 12.63 F=T F 12.00 PE 0.81 RN T 13.88 0.0051 PF 0.07 PT 69.71 ( 36) 26 207 Q 57.65 1.710 L 159.00 0=120 PT 68.34 (207) F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.0854 PF 17.68 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 26 1.710 L 1.88 C=120 PT 86.02 ( 26) Q 57.65 F=T F 12.00 PE 0.81 RN T 13.88 0.0854 PF 1.19 PT 88.02 ( 16) 47 206 1.710 L 67.00 C=120 PT 58.98 (206) Q 61.06 F=T F 12.00 PE 0.00 BL T 79.00 0.0950 PF 7.50 37 47 1.710 L 1.88 C=120 PT 66.48 ( 47) Q 61.06 F=T F 12.00 PE 0.81 RN T 13.88 0.0950 PF 1.32 PT 68.61 ( 37) 49 205 1.710 L 67.00 C=120 PT 58.25 (205) Q 60.66 F=T F 12.00 PE 0.00 BL T 79.00 0.0938 PF 7.41 39 49 1.710 L 1.88 C=120 PT 65.66 ( 49) Q 60.66 F=T F 12.00 PE 0.81 RN T 13.88 0.0938 PF 1.30 38 39 2.709 L 13.00 C=120 PT 67.77 ( 39) Q 60.66 F=0 F 0.00 PE 0.12 CM T 13.00 0.0100 PF 0.13 PT 68.02 ( 38) 204 205 Q 4.34 1.710 BL L 18.00 C=120 PT 58.25 (205) F=0 F 0.00 PE 0.00 T 18.00 0.0007 PF 0.01 29 204DQ 65.01 1.710 L 159.00 C=120 PT 58.26 (204) Q 69.35 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1202 PF 24.88 19 29 18 19 Q 69.35 Q 69.35 48 203 Q 60.79 1.710 RN 2.709 CM 1.710 BL L 1.88 C=120 PT 83.14 ( 29) F=T F 12.00 PE 0.81 T 13.88 0.1202 PF 1.67 L 13.00 C=120 PT 85.62 ( 19) F=0 F 0.00 PE 0.12 T 13.00 0.0128 PF 0.17 PT 85.91 ( 18) L 67.00 C=120 PT 58.46 (203) F=T F 12.00 PE 0.00 T 79.00 0.0942 PF 7.44 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 38 48 1.710 L 1.88 C=120 PT 65.90 ( 48) Q 60.79 F=T F 12.00 PE 0.81 RN T 13.88 0.0942 PF 1.31 37 38DQ 60.66 2.709 L 13.00 C=120 PT 68.02 ( 38) Q 121.45 F=0 F 0.00 PE 0.12 CM T 13.00 0.0361 PF 0.47 36 37DQ 61.06 2.709 L 13.00 C=120 PT 68.61 ( 37) Q 182.50 F=0 F 0.00 PE 0.12 CM T 13.00 0.0766 PF 1.00 35 36DQ 12.63 2.709 L 13.00 C=120 PT 69.73 ( 36) Q 195.13 F=0 F 0.00 PE 0.12 CM T 13.00 0.0867 PF 1.13 PT 70.98 ( 35) 202 203 1.710 L 18.00 C=120 PT 58.46 (203) Q 4.33 F=0 F 0.00 PE 0.00 BL T 18.00 0.0007 PF 0.01 28 202DQ 65.12 1.710 L 159.00 C=120 PT 58.47 (202) Q 69.45 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1205 PF 24.94 18 28 1.710 L 1.88 C=120 PT 83.41 ( 28) Q 69.45 F=T F 12.00 PE 0.81 RN T 13.88 0.1205 PF 1.67 17 18DQ 69.35 2.709 L 13.00 C=120 PT 85.89 ( 18) Q 138.80 F=0 F 0.00 PE 0.12 CM T 13.00 0.0462 PF 0.60 PT 86.61 ( 17) 201 206 1.710 L 18.00 C=120 PT 58.98 (206) Q 4.33 F=0 F 0.00 PE 0.00 BL T 18.00 0.0007 PF 0.01 27 201DQ 65.40 1.710 L 159.00 C=120 PT 58.99 (201) Q 69.73 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1214 PF 25.13 17 27 Q 69.73 1.710 RN L 1.88 C=120 PT 84.12 ( 27) F=T F 12.00 PE 0.81 T 13.88 0.1214 PF 1.69 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 17DQ 138.80 2.709 Q 208.53 CM 15 16DQ 57.65 2.709 Q 266.18 CM 34 35 2.709 Q 145.47 CM 33 34DQ -52.63 2.709 Q 92.84 CM 43 33 1.710 Q 92.84 RN 20 43 1.710 Q 92.84 BL L 13.00 C=120 PT 86.62 ( 17) F=0 F 0.00 PE -0.12 T 13.00 0.0980 PF 1.27 L 13.00 C=120 PT 88.01 ( 16) F=0 F 0.00 PE 0.12 T 13.00 0.1540 PF 2.00 PT 90.13 ( 15) L 13.50 C=120 PT 70.97 ( 35) F=0 F 0.00 PE 0.12 T 13.50 0.0504 PF 0.68 L 13.50 C=120 PT 71.77 ( 34) F=0 F 0.00 PE 0.12 T 13.50 0.0219 PF 0.30 L 1.88 C=120 PT 72.19 ( 33) F=T F 12.00 PE -0.81 T 13.88 0.2062 PF 2.86 L 60.00 C=120 PT 74.24 ( 43) F=0/T F 12.00 PE 0.00 T 72.00 0.2062 PF 14.85 PT 89.09 ( 20) 45 35 1.710 L 1.88 C=120 PT 70.97 ( 35) Q 49.66 F=T F 12.00 PE -0.81 RN T 13.88 0.0648 PF 0.90 25 45 1.710 L 220.00 C=120 PT 71.06 ( 45) Q 49.66 F=T,4EE,2E/T F 48.00 PE 0.00 BL T 268.00 0.0648 PF 17.37 15 25 1.710 L 1.88 C=120 PT 88.43 ( 25) Q 49.66 F=T F 12.00 PE 0.81 RN T 13.88 0.0648 PF 0.90 14 15DQ 266.18 2.709 L 13.50 C=120 PT 90.14 ( 15) Q 315.85 F=0 F 0.00 PE 0.12 CM T 13.50 0.2113 PF 2.85 PT 93.11 ( 14) 44 34 Q 52.63 1.710 RN L 1.88 C=120 PT 71.77 ( 34) F=T F 12.00 PE -0.81 T 13.88 0.0722 PF 1.00 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 24 44 1 710 L 220.00 C=120 PT 71.96 ( 44) Q 52.63 F=T,4EE,2E/T F 48.00 PE 0.00 BL T 268.00 0.0722 PF 19.35 14 24 1.710 L 1.88 C=120 PT 91.31 ( 24) Q 52.63 F=T F 12.00 PE 0.81 RN T 13.88 0.0722 PF 1.00 5 14DQ 315.85 2.709 L 9.50 C=120 PT 93.12 ( 14) Q 368.48 F=T F 20.00 PE 0.09 CM T 29.50 0.2810 PF 8.29 PT 101.50 ( 5) 23 20 1 710 L 160.00 C=120 PT 89.08 ( 20) Q 45.93 F=T,2EE,E F 24.00 PE 0.00 BL T 184.00 0.0561 PF 10.32 13 23 1.710 L 1.88 C=120 PT 99.40 ( 23) Q 45.93 F=T F 12.00 PE 0.81 RN T 13.88 0.0561 PF 0.78 PT 100.99 ( 13) 12 20 1.710 L 173.00 C=120 PT 89.08 ( 20) Q 46.90 F=T/E,T F 30.00 PE 0.12 BL T 203.00 0.0583 PF 11.83 13 12 2.709 L 13.50 C=120 PT 101.03 ( 12) Q 46.90 F=0 F 0.00 PE -0.12 CM T 13.50 0.0062 PF 0.08 5 13DQ 45.93 2.709 L 4.00 C=120 PT 100.99 ( 13) Q 92.84 F=0/T F 20.00 PE -0.03 CM T 24.00 0.0219 PF 0.53 4 5DQ 368.48 3.320 L 32.00 C=120 PT 101.49 ( 5) Q 461.31 F=2E F 22.00 PE 0.00 FM T 54.00 0.1582 PF 8.54 3 4 3.320 L 22.00 C=120 PT 110.03 ( 4) Q 461.31 F=BFY F 15.00 PE 9.53 FR T 37.00 0.1582 PF 5.85 2 3 6.155 L 20.00 C=140 PT 125.41 ( 3) Q 461.31 F=2E F 26.00 PE 2.17 UN T 46.00 0.0059 PF 0.27 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W1 08-22-2007 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 1 2 6.000 L 1.00 C=140 PT 127.85 ( 2) Q 461.31 F=DD1 F 0.00 PE 0.00 MA T 1.00 0.0067 PF 0.01 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.83 0 1 6.155 Q 461.31 UN L 20.00 C=140 PT 130.69 ( 1) F=T,GV F 47.00 PE 0.00 T 67.00 0.0059 PF 0.40 PT 131.09 ( 0) r IVI'-I FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME VERIZON TI @ SOUTHCENTER SQUARE JOB NO. TI7165 BUILDING 'N' DATE 12/4/07 ADDRESS 17100 SOUTHCENTER PARKWAY BY J. DELVO TUKWILA, WA 98188 SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION: OFFICE HAZARD CLASS PER NFPA 13 : 2007 SPECIFIC RULING: RULING MADE BY: OF DENSITY: 0.20 GPM OVER THE MOST HYDIkAULIALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM CITY CONNECTION IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET SPRINKLER MANUFACTURER: TYCO MODEL: EC -14 TEMPERATURE: 155 ° F K -FACTOR: 14 ORIFICE SIZE: TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 17 "C" FACTOR UNDERGROUND : 140 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7,474 GPM ELEVATION OF TEST: 26' DATE OF TEST: 8/12/06 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER PARKWAY & BUNKER BASE OF RISER DEMAND 574.40 GPM REQUIRED AT 127.56 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 824.40 GPM REQUIRED AT 133.61 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) a4 Q 1 } CL o (9N INlENR ■+■■■■■■■■■■■■■■■N ■ ■ ■ N■■■ ■ _.- p '- 0 UILl ommomupmra IIIIHII itim■■■I■.■ ■■■■p ■■■■I ■NM■■■�p■■■N■■■■N■ ■■n■i■N■■■N 1111: :IHI!! 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TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 824.4 GPM 147.80 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 301 51.32 51.00 14.00 13.44 302 51.00 51.00 14.00 13.27 303 51.11 51.00 14.00 13.33 304 55.84 51.00 14.00 15.91 305 55.73 51.00 14.00 15.84 306 51.18 51.00 14.00 13.36 307 51.26 51.00 14.00 13.40 308 51.11 51.00 14.00 13.33 309 52.05 51.00 14.00 13.82 310 51.86 51.00 14.00 13.72 311 51.95 51.00 14.00 13.77 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 5 TO 14 574.40 GPM 250.00 GPM 82.4 .4 0 GPM 133.61 PSI 0.00 PSI 25.51 FPS 8 { 12-04-2007 PAGE 1 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 202 302 1.049 Q 51.00 211 311 Q 51.95 210 310 Q 51.86 209 309 Q 52.05 208 308 Q 51.11 207 307 Q 51.26 206 306 Q 51.18 205 305 Q 55.73 204 304 Q 55.84 DR 1.049 DR L 29.00 C=120 PT 13.27 (302) F=T,E F 7.00 PE -4.77 T 36.00 0.7353 PF 26.47 PT 34.97 (202) F=T, E 29.00 C=120 PT 13.77 (311) 7.00 PE -4.77 36.00 0.7607 PF 27.39 PT 36.39 (211) 1.049 L 29.00 C=120 PT 13.72 (310) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7585 PF 27.31 PT 36.26 (210) 1.049 L 29.00 C=120 PT 13.82 (309) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7636 PF 27.49 PT 36.54 (209) 1.049 L 29.00 C=120 PT 13.33 (308) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7382 PF 26.58 PT 35.14 (208) 1.049 L 29.00 C=120 PT 13.40 (307) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7422 PF 26.72 PT 35.35 (207) 1.049 DR F=T, E F T 29.00 C=120 PT 13.36 (306) 7.00 PE -4.77 36.00 0.7401 PF 26.64 PT 35.23 (206) 1.049 L 29.00 C=120 PT 15.84 (305) F=T,E F 7.00 PE -4.77 DR T 36.00 0.8663 PF 31.19 PT 42.26 (205) 1.049 L 29.00 C=120 PT 15.91 (304) F=T,E F 7.00 PE -4.77 DR T 36.00 0.8697 PF 31.31 PT 42.45 (204) SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 203 303 Q 51.11 201 301 Q 51.32 1.049 L 29.00 C=120 PT 13.33 (303) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7383 PF 26.58 PT 35.14 (203) 1.049 L 29.00 C=120 PT 13.44 (301) F=T,E F 7.00 PE -4.77 DR T 36.00 0.7438 PF 26.78 PT 35.45 (201) 211 210 1.710 Q 18.42 BL 46 211DQ 51.95 1.710 Q 70.36 BL F=0 12.00 C=120 PT 36.26 (210) 0.00 PE 0.00 12.00 0.0103 PF 0.12 L 64.00 C=120 PT 36.38 (211) F=T F 12.00 PE 0.00 T 76.00 0.1235 PF 9.39 36 46 1.710 L 1.88 C=120 PT 45.77 ( 46) Q 70.36 F=T F 12.00 PE 0.81 RN T 13.88 0.1235 PF 1.71 PT 48.29 ( 36) 209 210 Q 33.44 1.710 BL L 9.00 C=120 PT 36.26 (210) F=0 F 0.00 PE 0.00 T 9.00 0.0312 PF 0.28 26 209DQ 52.05 1 710 L 159.00 C=120 PT 36.54 (209) Q 85.49 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1770 PF 36.64 16 26 1.710 L 1.88 C=120 PT 73.18 ( 26) Q 85.49 F=T F 12.00 PE 0.81 RN 13.88 0.1770 PF 2.46 PT 76.45 ( 16) 208 202 1.710 L 5.00 C=120 PT 34.98 (202) Q 33.88 F=0 F 0.00 PE 0.00 BL T 5.00 0.0319 PF 0.16 28 208DQ 51.11 1.710 L 154.00 C=120 PT 35.14 (208) Q 84.99 F=T,4EE/4E F 48.00 PE 0.00 BL T 202.00 0.1751 PF 35.37 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 18 28 1.710 L 1.88 C=120 PT 70.51 ( 28) Q 84.99 F=T F 12.00 PE 0.81 RN T 13.88 0.1751 PF 2.43 PT 73.75 ( 18) 207 206 1.710 Q 17.86 BL L 11.50 C=120 PT 35.24 (206) F=0 F 0.00 PE 0.00 T 11.50 0.0098 PF 0.11 47 207DQ 51.26 1.710 L 67.00 C=120 PT 35.35 (207) Q 69.11 F=T F 12.00 PE 0.00 BL T 79.00 0.1194 PF 9.43 37 47 1.710 Q 69.11 RN L 1.88 C=120 PT 44.78 ( 47) F=T F 12.00 PE 0.81 T 13.88 0.1194 PF 1.66 PT 47.25 ( 37) 49 205 1.710 L 67.00 C=120 PT 42.27 (205) Q 37.25 F=T F 12.00 PE 0.00 BL T 79.00 0.0381 PF 3.01 39 49 1.710 L 1.88 C=120 PT 45.28 ( 49) Q 37.25 F=T F 12.00 PE 0.81 RN T 13.88 0.0381 PF 0.53 38 39 2.709 L 13.00 C=120 PT 46.62 ( 39) Q 37.25 F=0 F 0.00 PE 0.12 CM T 13.00 0.0041 PF 0.05 PT 46.79 ( 38) 204 205 Q 18.48 1.710 BL L 18.00 C=120 PT 42.27 (205) F=0 F 0.00 PE 0.00 T 18.00 0.0104 PF 0.19 29 204DQ 55.84 1.710 L 159.00 C=120 PT 42.46 (204) Q 74.32 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1366 PF 28.28 19 29 18 19 Q 74.32 Q 74.32 1.710 RN 2.709 CM F=0 1.88 C=120 PT 70.74 ( 29) 12.00 PE 0.81 13.88 0.1366 PF 1.90 r{, L 13.00 C=120 PT 73.45 ( 19) F 0.00 PE 0.12 T 13.00 0.0145 PF 0.19 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 17 18DQ 84.99 2.709 Q 159.30 F=0 CM L 13.00 C=120 PT 73.76 ( 18) 0.00 PE 0.12 13.00 0.0596 PF 0.77 PT 74.65 ( 17) 203 202 1.710 L 18.00 C=120 PT 34.98 (202) Q 17.12 F=0 F 0.00 PE 0.00 BL T 18.00 0.0090 PF 0.16 48 203DQ 51.11 1.710 L 67.00 C=120 PT 35.14 (203) Q 68.23 F=T F 12.00 PE 0.00 BL T 79.00 0.1166 PF 9.21 38 48 1.710 L 1.88 C=120 PT 44.35 ( 48) Q 68.23 F=T F 12.00 PE 0.81 RN T 13.88 0.1166 PF 1.62 37 38DQ 37.25 2.709 L 13.00 C=120 PT 46.78 ( 38) Q 105.48 F=0 F 0.00 PE 0.12 CM T 13.00 0.0278 PF 0.36 36 37DQ 69.11 2.709 L 13.00 C=120 PT 47.26 ( 37) Q 174.60 F=0 F 0.00 PE 0.12 CM T 13.00 0.0706 PF 0.92 35 36DQ 70.36 2.709 L 13.00 C=120 PT 48.30 ( 36) Q 244.96 F=0 F 0.00 PE 0.12 CM T 13.00 0.1320 PF 1.72 PT 50.14 ( 35) 201 206 1.710 L 6.50 C=120 PT 35.24 (206) Q 33.32 F=0 F 0.00 PE 0.00 BL T 6.50 0.0310 PF 0.20 27 201DQ 51.32 1 710 L 159.00 C=120 PT 35.44 (201) Q 84.64 F=T,4EE/4E F 48.00 PE 0.00 BL T 207.00 0.1738 PF 35.98 17 27 1.710 L 1.88 C=120 PT 71.42 ( 27) Q 84.64 F=T F 12.00 PE 0.81 RN T 13.88 0.1738 PF 2.41 16 17DQ 159.30 2.709 L 13.00 C=120 PT 74.64 ( 17) Q 243.94 F=0 F 0.00 PE 0.12 CM T 13.00 0.1310 PF 1.70 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 15 16DQ 85.49 2.709 L 13.00 C=120 PT 76.46 ( 16) Q 329.44 F=0 F 0.00 PE 0.12 CM T 13.00 0.2284 PF 2.97 PT 79.55 ( 15) 34 35 2.709 L 13.50 C=120 PT 50.13 ( 35) Q 182.36 F=0 F 0.00 PE 0.12 CM T 13.50 0.0765 PF 1.03 33 34DQ -66.22 2.709 L 13.50 C=120 PT 51.28 ( 34) Q 116.14 F=0 F 0.00 PE 0.12 CM T 13.50 0.0332 PF 0.45 43 33 1.710 L 1.88 C=120 PT 51.85 ( 33) Q 116.14 F=T F 12.00 PE -0.81 RN T 13.88 0.3120 PF 4.33 20 43 1.710 L 60.00 C=120 PT 55.37 ( 43) Q 116.14 F=0/T F 12.00 PE 0.00 BL T 72.00 0.3120 PF 22.46 PT 77.83 ( 20) 45 35 1.710 L 1.88 C=120 PT 50.13 ( 35) Q 62.60 F=T F. 12.00 PE -0.81 RN T 13.88 0.0995 PF 1.38 25 45 1.710 L 220.00 C=120 PT 50.70 ( 45) Q 62.60 F=T,4EE,2E/T F 48.00 PE 0.00 BL T 268.00 0.0995 PF 26.67 15 25 1.710 L 1.88 C=120 PT 77.37 ( 25) Q 62.60 F=T F 12.00 PE 0.81 RN ¶ 13.88 0.0995 PF 1.38 14 15DQ 329.44 2.709 L 13.50 C=120 PT 79.56 ( 15) Q 392.04 F=0 F 0.00 PE 0.12 CM T 13.50 0.3152 PF 4.26 PT 83.94 ( 14) 44 34 1.710 L 1.88 C=120 PT 51.29 ( 34) Q 66.22 F=T F 12.00 PE -0.81 RN T 13.88 0.1103 PF 1.53 24 44 1.710 L 220.00 C=120 PT 52.01 ( 44) Q 66.22 F=T,4EE,2E/T F 48.00 PE 0.00 BL T 268.00 0.1103 PF 29.56 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 Location Flow in From To GPM 14 24 Q 66.22 Pipe Size IN 1.710 RN 5 14DQ 392.04 2.709 Q 458.26 23 20 13 23 Q 57.84 Q 57.84 12 20 Q 58.30 13 12 Q 58.30 CM 1.710 BL 1.710 RN 1.710 BL 2.709 CM 5 13DQ 57.84 2.709 Q 116.14 CM 4 5DQ 458.25 3.320 Q 574.40 FM 3 4 3.320 FR 2 3 6.155 Q 574.40 Q 574.40 UN 1 2 6.000 Q 574.40 Fittings Devices 12-04-2007 PAGE 7 Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 1.88 F=T F 12.00 T 13.88 C=120 PT PE 0.1103 PF L 9.50 C=120 F=T F 20.00 T 29.50 0.4207 L 160.00 F=T,2EE,E F 24.00 T 184.00 MA 6" WILKINS MODEL L 1.88 F=T F 12.00 'T 13.88 F=T/E,T F=0 F=0 /T F=2E F=BFY F=2E L 173.00 F 30.00 T 203.00 L 13.50 F 0.00 T 13.50 L 4.00 F 20.00 T 24.00 L 32.00 F 22.00 T 54.00 L 22.00 F 15.00 T 37.00 F T L F=DD1 F T 350DA DOUBLE 20.00 26.00 46.00 C=120 0.0859 C=120 0.0859 C=120 0.0872 C=120 0.0093 C=120 0.0332 C=120 0.2373 C=120 0.2373 C=140 0.0088 PT PE PF PT PT PE PF PT PE PF PT PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF 81.57 ( 24) 0.81 1.53 83.91 0.09 12.41 96.41 77.84 0.00 15.81 93.65 0.81 1.19 95.65 77.84 0.12 17.70 ( 14) ( 5) ( 20) ( 23) ( 13) ( 20) 95.66 ( 12) - 0.12 0.13 95.67 ( 13) - 0.03 0.80 96.44 0.00 12.81 ( 5) 109.25 ( 4) 9.53 8.78 127.56 ( 3) 2.17 0.40 1.00 C=140 PT 130.13 ( 2) 0.00 PE 0.00 1.00 0.0100 PF 0.01 DETECTOR ASSEMBLY 2.89 SUBMITTAL SERIAL NO:2244HY8 VERIZON TI; SFS JOB NO. TI7165 DENSITY: 0.20 / 1500 BUILDING N FILE: TI7165W2 12-04-2007 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 0 1 6.155 L 20.00 C=140 PT 133.03 ( 1) Q 574.40 F=T,GV F 47.00 PE 0.00 UN T 67.00 0.0088 PF 0.59 PT 133.62 ( 0) Global Project Values. Fa h t Project Name:, STARBUCKS TI Standby Hours: 24 r e n J Project ID: FA7129 Alarm Mins: 5 Prepared By: LEON Derating Factor: 1.2 IFP -100 Calculations Date: 8/10/2007 Voltage Drop Waming Threshold % : 10 Panel ID: IFP -100 IDP Devices Model: IFP -100 Add. Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: SPRINKLER ROOM Volts: 24 VDC Max Panel Current: 5.0 Amps Ckt.# Circuit Name Qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL IFP -100 IFP -100 Fire Panel t 1 0.170 0.325 SLC -DEV Photo,mon,Heat,pull 50 0.018 0.150 IDP Beam Beam detector 0.000 0.000 IPD Duct Non Relay 0.000 0.000 IPD Duct With Relay 0.000 0.000 IDP IDP Acclimate ROR • 0.000 0.000 IDP Monitor,Control Module 0.000 0.000 IDP Monitor -2, 0.000 0.000 IDP Monitor -10 0.000 0.000 IDP Relay -6, 0.000 0.000 IDP Control -6 0.000 0.000 IDP Relay,Zone ,Zone -6 0.000 0.000 SLC -ACC SSB501 BHT Sounder 0.000 0.000 SSB224RB Relay Base 0.000 0.000 ` • • IDP RTS451 Key 0.000 0.000 IDP RA400Z 0.000 0.000 IDP -Iso Isolator Module 0.000 0.000 SSB224BI Isolator Base 0.000 0.000 RA -1000 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5499 Power Expander 2 0.075 0.175 RPS -1000 Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 PGM -I/O #1 Notification Appl Circuit 0.000 0.233 #14 Solid 2.52 120 0.60 20.26 0.69% PGM -I/O #2 Notification Appl Circuit 0.000 0.887 #14 Solid 2.52 300 1.51 19.06 6.57% PGM -I/O #3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps)_ 0.283 1.795 Total Alarm Current (Amps] Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 6.792 0.150 Total Alarm AH Required Total Combined AH Required 6.94 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 8.33 1 Configure Circuits 1 Print Page (REVISED) SLC MICRO AMP DRA W ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0055 PER DEVICE X 26 .143 IDP -PHOTO SMOKE - .0003 PER DEVICE X2 .0006 TOTAL: .0066 .143 + .0006 .1502 ROUNDED TO: .15 c (REVISED) SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0004 PER DEVICE X 26 .0104 IDP -PHOTO SMOKE - .0003 PER DEVICE X2 .0006 TOTAL: .0066 .0104 + .0006 .0179 ROUNDED UP TO: .018 C SILENT KNIGHT 5499 Power Expander Calculations Global Project Values. Project Name: Project ID: Prepared By: Date: STARBUCKS TI FA7129 LEON PARKS 8/10/2007 Standby Hours: Alarm Mins:: Derating Factor: Voltage Drop Waming Threshold % 24 5 1.2 10 Panel ID: Location: Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps Volts: 24 VDC Max Panel Current: 9 Amps 5499(1) SUITE 108 Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 5499(1) Circuit 1 0.000 1.010 #14 Solid 2.52 240 1.21 19.18 5.99% 2 5499(1) Circuit 2 0.000 0.000 #14 Solid 2 52 160 0.81 20.40 0.00% 3 5499(1) Circuit 3 0.000 0.000 #14 Solid 2.52 170 0.86 20.40 0.00% 4 5499(1) Circuit 4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux 5499(1) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 1.010 (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 1.215 Total Alarm Current Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Alarm AH Required Total Standby AH Required 1.800 0.101 Total Combined AH Required 1.90 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.28 Panel ID: Location: Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps Volts; 24 VDC Max Panel Current: 9 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ o Standby Alarm & Type 1000 Ft. One -Way Ohms EOL /oDrop 1 5499(2) Circuit 1 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 2 5499(2) Circuit 2 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 3 5499(2) Circuit 3 0.000 0.000 #14 Solid 1.59 0.00 20.40 0.00% 4 5499(2) Circuit 4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux 5499(2) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 0.000 (Amps) Total Output Power Required Total Standby Current (Amps) 9.075 0.205 Total Alarm Current Amps! of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 0.083' Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.017 Total Alarm AH Required Total Combined AH Required 1.82 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.18 7 10 SILENT K TCTTT Circuit Configuration Project Information Project Name: STARBUCKS TI Prepared By: LEON PARKS Project ID: FA7129 Date: 8/10/2007 Ckt. Number: 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 SR/15 0.000 0.066 0.000 0.198 2 PC2RH 0.000 0.297 0.000 0.594 1 P2R/115 0.000 0.218 0.000 0.218 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.010 Ckt. Number 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm P2R/110 0.000 0.212 0.000 0.000 SR/110 0.000 0.202 0.000 0.000 SR/30 0.000 0.094 0.000 0.000 SR/15 0.000 0.066 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number 3 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 3 Max Circuit Current; 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm P2R/110 0.000 0.212 0.000 0.000 SR/110 0.000 0.202 0.000 0.000 SR/15 0.000 0.066 0.000 0.000 SR/30 0.000 0.094 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number. 4 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 - Global Project values. Fa ren h - I t Project Name: DRESS BARN S anc�v Hours: 24 1 Y Project ID: FA7128 alarm Mins: 5 Prepared By: LEON !)crating Factor: 1.2 IFP -100 Calculations Date: 8/10/2007 J Volrage Dpcp Warning Threshold %: 10 Panel ID: IFP -100 IDP Devices 1 Model: IFP -100 Add. Fire Aarm Control Panel Max NAC Current: 30 Amps Location: SPRINKLER ROOM Volts: 24 VDC Max Panel Current: 50 Amps Ckt.# Circuit Name Qty Current Draw Standb Alarm W re AWG Ohms Per Length(?) actual dolts @ %Drop & T lee 1000 Ft. One -i/o. Ohms EOL IFP -100 IFP -100 Fire Panel 1 0.170 0.325 \ p >t,t,./ , / /' f \ \ \ SLC -DEV Photo,mon,Heat,pull 53 0.020 0.152 1DP Beam Beam detector 0.000 0.000 IPD Duct Non Relay 0.000 0.000 IPD Duct With Relay 0.000 0.000 IDP IDP Acclimate ROR 0.000 0.000 IDP Monitor,Control Module 0.000 0.000 IDP Monitor -2, 0.000 0.000 IDP Monitor -10 0.000 0.000 IDP Relay -6, 0.000 0.000 IDP Control -6 0.000 0.000 IDP Relay,Zone ,Zone -6 0.000 0.000 SLC -ACC SSB501BHT Sounder 0.000 0.000 SSB224RB Relay Base 0.000 0.000 IDP RTS451 Key 0.000 0.000 IDP RA400Z 0.000 0.000 IDP -Iso Isolator Module 0.000 0.000 SSB224BI Isolator Base 0.000 0.000 RA -1000 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5499 Power Expander 2 0.075 0.175 RPS -1000 Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 PGM -I/O #1 Notification Appl Circuit 0.000 0.233 #14 Sold 2.52 120 3.60 20.26 0.69% PGM -I/O #2 Notification Appl Circuit 0.000 0.776 #14 Sold 2.52 450 2.27 18.54 8.63% PGM -1/0 #3 Notification Appl Circuit 0.000 0.000 #12 Sold 1.59 0.00 20.40 0.00% PGM -I/O #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.56 3.00 20.40 0.00% PGM -I/O #5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 3.00 20.40 0.00% PGM -1/0 #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.285 1.686 Total Alarm Current tAnps) Standby Time In Hours 24 0.083 Alarm Time In Minutr 60 (5 Mins) Total Standby AH Required 6.840 0.141 Total Alarm AH Requi-ed Total Combined AH Required 6.98 Command Shortcuts Multiply By The Derating Factor 1.20 8.38 ( Configure Circuits Print Page Minimum Battery AmpHours Required c C (REVISED) SLC MICRO AMP DRAW ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 26 .0078 IDP -MONITOR MOD. - .0055 PER DEVICE X 25 .1375 IDP -PHOTO SMOKE - .0065 PER DEVICE X2 .0013 TOTAL: .0075 .1375 + .013 .1583 ROUNDED TO: .158 (REVISED) SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 26 .0078 IDP -MONITOR MOD. - .0004 PER DEVICE X 25 .01 IDP -PHOTO SMOKE - .0003 PER DEVICE X2 .0006 TOTAL: .0078 .01 + .0006 .0184 ROUNDED UP TO: .02 SILENT KNIGHT 5499 Power Expander Calculations Global traject Values. Project Name: Project ID: Prepared By: Date: DRESS BARN TI LEON PARKS 8/9/2007 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Warning Threshold % : 24 5 1.2 10 Panel ID: Location: Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps Volts: 24 VDC Max Panel Current: 9 Amps 5499(1) STOCK ROOM Ckt.# Circuit Name Current Craw Wire AWG Ohms Per Length(ft) Actual `Jolts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 5499(1) Circuit 1 5499(1) Circuit 2 0.000 0.000 , 0.875 '1.060 #14 Solid #14 Solid 2.52 2.52 90 232 0.45 1.17 20.00 19.16 1.95% 6.08% 2 3 5499(1) Circuit 3 0.000 ' 0.000 #12 Solid 1.59 0.00 20.40 0.00% 4 5499(1) Circuit 4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux 5499(1) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 1.935 (Amps) Total Output Power Required Total Standby Current (Amps). 0.075 2.140 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 1 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 I 0.178 . Total Alarm AH Required Total Combined AH Required 1.3/3Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.37 Panel ID: Location: Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps Volts: 24 VDC Max Panel Current: 9 Amps 5499(2) Currert Draw Wire AWG Ohms Per Length(ft) Actual Volts @ D/0 Drop Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 5499(2) Circuit 1 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 2 5499(2) Circuit 2 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 3 5499(2) Circuit 3 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 4 5499(2) Circuit 4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux 5499(2) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 0.000 (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 0.205 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.017 Total Alarm AH Required Total Combined AH Required 1.2 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.13 SILENT KNICIIT Circuit Configuration Project Information Project Name: DRESS BARN TI Prepared By: LEON PARKS Project ID: 0 Date: 8/9/2007 Ckt. Number: 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 P2R/110 0.000 0.212 0.000 0.636 1 P2R/30 0.000 0.107 0.000 0.107 2 SR/15 0.000 0.066 0.000 0.132 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.875 Ckt. Number: 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 P2R/110 0.000 0.212 0.000 1.060 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.060 Ckt. Number: 3 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 C.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: 4 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standb_y Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME DSW SHOES TI JOB NO. TI7134 j'l (00 DATE 8/7/07 ADDRESS ,z200-80UTHCENTER PARKWAY / l -(O BY JUSTIN ISENBERGER TUKWILA, WA 98188 SYSTEM DESIGNATION: WET SYSTEM HAZARD DESCRIPTION: RETAIL HAZARD CLASS PER NFPA 13 : 2002 - ORDINARY HAZARD GROUP II SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 CITY CONNECTION IN -RACK SPRINKLER DEMAND -SYSTEM TYPE: _WET..... - "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: GPM GPM TOTALNUMBER-OFSPRINKLERSTHIS SYSTEM - "C" FACTOR UNDERGROUND : 140 VARIES SQUARE FEET F1 TEMPERATURE: 155 ° F 5.6K ORIFICE SIZE: 1/2" 179 - WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE AUGUST 12, 2006 CITY OF TUKWILLA SOUTHCENTER BLVD 8 MINKER BASE OF RISER DEMAND 538.12 GPM REQUIRED AT 110.94 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 788.12 GPM REQUIRED AT 107.36 PSI AT CONNECTION TO CITY (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 1 DSW SHOES TI .20/1500 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 788.1 GPM 147.97 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 22.32 17.85 5.60 15.88 102 22.51 14.82 5.60 16.15 103 22.08 18.23 5.60 15.55 104 21.97 14.82 5.60 15.39 105 20.68 14.82 5.60 13.64 106 19.01 16.20 5.60 11.52 107 18.93 16.20 5.60 11.43 108 28.00 14.82 5.60 25.00 109 26.77 14.82 5.60 22.86 110 26.07 14.82 5.60 21.67 111 24.41 16.20 5.60 19.00 112 24.58 16.20 5.60 19.26 113 25.51 23.63 5.60 20.76 114 23.96 23.63 5.60 18.31 115 22.95 22.95 5.60 16.80 116 21.37 19.36 5.60 14.56 117 20.58 14.82 5.60 13.51 118 20.75 19.50 5.60 13.73 119 24.89 22.95 5.60 19.76 120 21.23 19.36 5.60 14.38 121 19.54 14.82 5.60 12.17 122 20.51 19.50 5.60 13.42 123 19.20 14.82 5.60 11.76 124 20.29 19.50 5.60 13.13 SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 2 DSW SHOES TI .20/1500 TOTAL WATER REQUIRED FOR SYSTEM 538.12 GPM OUTSIDE HOSE STREAMS AT 0 250.00 GPM TOTAL WATER REQUIREMENT 788.12 GPM PRESSURE REQUIRED AT 0 107.36 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 4 TO 5 30.09 FPS SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 3 DSW SHOES TI .20/1500 Location From To 28 117 Flow in GPM Q 20.58 116 28DQ 20.75 Q 41.33 115 116DQ 21.37 Q 62.70 114 115DQ 22.95 Q 85.65 113 114DQ 23.96 Q 109.61 17 113DQ 25.51 Q 135.12 7 17 Q 135.12 31 124 Q Pipe Size IN 1.049 DR 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 NR Fittings Devices Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 37.33 C=120 PT 13.51 (117) F=E,T F 7.00 PE -5.20 T 44.33 0.1372 PF 6.08 L 3.67 C=120 PT 14.39 ( 28) F=0 F 0.00 PE 0.00 T 3.67 0.0461 PF 0.17 L F=2EE,E F T 10.42 C=120 PT 14.56 (116) 12.00 PE 0.00 22.42 0.0997 PF 2.24 L 8.50 C=120 PT 16.80 (115) F=0 F 0.00 PE 0.00 T 8.50 0.1776 PF 1.51 L 8.75 C=120 PT 18.31 (114) F=0 F 0.00 PE 0.00 T 8.75 0.2803 PF 2.45 L 85.25 C=120 PT 20.76 (113) F=T F 12.00 PE 0.00 T 97.25 0.4129 PF 40.15 L 1.67 C=120 PT 60.91 ( 17) F=T F 12.00 PE 0.72 T 13.67 0.4129 PF 5.64 PT 67.27 ( 7) 1.710 L 1.00 C=120 PT 13.13 (124) 20.29 F=0 F 0.00 PE 0.00 BN T 1.00 0.0124 PF 0.01 PT 13.14 ( 31) 31 123 Q 19.20 122 31DQ Q 20.29 39.49 30 122DQ 20.51 Q 60.01 30 121 Q 1.049 BN 1.710 BN 1.710 BN L 6.50 C=120 PT 11.76 (123) F=T F 5.00 PE 0.00 T 11.50 0.1207 PF 1.39 L 6.50 C=120 PT 13.15 ( 31) F=0 F 0.00 PE 0.00 T 6.50 0.0424 PF 0.28 L 2.00 C=120 PT 13.43 (122) F=0 F 0.00 PE 0.00 T 2.00 0.0920 PF 0.18 PT 13.61 ( 30) 1.049 L 6.50 C=120 PT 12.17 (121) 19.54 F=T F 5.00 PE 0.00 BN T 11.50 0.1246 PF 1.43 SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 4 DSW SHOES TI .20/1500 Location From To 120 30DQ Q Flow in GPM 60.01 79.54 119 120DQ 21.23 Q 100.78 18 119DQ 24.89 Q 125.67 Q 125.67 Q 125.67 6 7DQ 135.12 Q 260.79 8 18 7 8 29 118 Q 28 29 20.75 Q 20.75 27 112 Q 26 27 24.58 Q 24.58 26 111 Q 24.41 Pipe Size IN 1.710 BN 1.710 BN 1.710 BN 1.710 NR 2.703 NC 2.703 NC 1.049 DR 1.710 BN 1.049 DR 1.710 BN 1.049 DR Fittings Devices Equiv Friction Length Loss Ft PSI/Ft Pressure Summary PSI L 5.00 C=120 PT 13.60 ( 30) F=0 F 0.00 PE 0.00 T 5.00 0.1549 PF 0.77 L F=2EE,E F T 10.42 C=120 PT 14.37 (120) 12.00 PE 0.00 22.42 0.2400 PF 5.38 L 102.50 C=120 PT 19.75 (119) F=T F 12.00 PE 0.00 T 114.50 0.3610 PF 41.33 L 1.67 C=120 PT 61.08 ( 18) F=T F 12.00 PE 0.72 T 13.67 0.3610 PF 4.93 L 13.50 C=120 PT 66.73 ( 8) F=0 F 0.00 PE 0.00 T 13.50 0.0388 PF 0.52 L 6.50 C=120 PT 67.25 F=0 F 0.00 PE 0.00 T 6.50 0.1499 PF 0.97 PT 68.22 L 34.25 C=120 PT 13.73 F=E,T F 7.00 PE -5.20 T 41.25 0.1393 PF 5.75 L 8.67 C=120 PT 14.28 ( 29) F=0 F 0.00 PE 0.00 T 8.67 0.0129 PF 0.11 PT 14.39 ( 28) L 34.00 C=120 PT 19.26 (112) F=E F 2.00 PE -5.20 T 36.00 0.1905 PF 6.86 L 12.00 C=120 PT 20.92 ( 27) F=0 F 0.00 PE 0.00 T 12.00 0.0176 PF 0.21 PT 21.13 ( 26) L 34.00 C=120 PT 19.00 (111) F=T F 5.00 PE -5.20 T 39.00 0.1881 PF 7.34 SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 5 DSW SHOES TI .20/1500 Location From To 110 26DQ Q Flow in GPM 24.58 48.98 109 110DQ 26.07 Q 75.06 108 109DQ 26.77 Q 101.83 16 108DQ 28.00 Q 129.83 6 16 Q 129.83 5 6DQ 260.79 Q 390.62 25 107 24 25 Q 18.93 Q 18.93 24 106 Q 19.01 23 24DQ 18.93 Q 37.94 23 105 Q 20.68 Pipe Size IN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 NR 2.703. NC 1.049 DR 1.710 BN 1.049 DR 1.710 BN 1.049 DR Fittings Devices Equiv Friction Pressure Length Loss Summary Ft PSI/Ft PSI L 8.58 C=120 PT 21.14 ( 26) F=0 F 0.00 PE 0.00 T 8.58 0.0632 PF 0.54 L 8.50 C=120 PT 21.68 (110) F=0 F 0.00 PE 0.00 T 8.50 0.1391 PF 1.18 L 8.75 C=120 PT 22.86 (109) F=0 F 0.00 PE 0.00 T 8.75 0.2446 PF 2.14 L 85.25 C=120 PT 25.00 (108) F=T F 12.00 PE 0.00 T 97.25 0.3834 PF 37.29 L 1.67 C=120 PT 62.29 ( 16) F=T F 12.00 PE 0.72 T 13.67 0.3834 PF 5.24 L 7.00 C=120 PT 68.25 ( 6) F=0 F 0.00 PE 0.00 T 7.00 0.3164 PF 2.21 PT 70.46 ( 5) L 35.33 C=120 PT 11.43 (107) F=E,T F 7.00 PE -5.20 T 42.33 0.1176 PF 4.98 L 11.42 C=120 PT 11.21 ( 25) F=0 F 0.00 PE 0.00 T 11.42 0.0109 PF 0.12 PT 11.33 ( 24) L 35.33 C=120 PT 11.52 (106) F=E,T F 7.00 PE -5.20 T 42.33 0.1184 PF 5.01 L 4.17 C=120 PT 11.33 ( 24) F=0 F 0.00 PE 0.00 T 4.17 0.0394 PF 0.16 PT 11.49 ( 23) L 18.17 C=120 PT 13.64 (105) F=E,T F 7.00 PE -5.63 T 25.17 0.1385 PF 3.49 SUBMITTAL SERIAL NO:2244HY1 08-07-2007 PAGE 6 DSW SHOES TI .20/1500 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 23DQ 37.94 1.710 L 6.67 C=120 PT 11.50 ( 23) Q 58.62 F=0 F 0.00 PE 0.00 BN T 6.67 0.0881 PF 0.59 PT 12.09 ( 22) 22 104 1.049 L 15.00 C=120 PT 15.39 (104) Q 21.97 F=0 F 0.00 PE -5.63 BN T 15.00 0.1549 PF 2.32 21 22DQ 58.62 1.710 L 8.00 C=120 PT 12.08 ( 22) Q 80.60 F=0 F 0.00 PE 0.00 BN T 8.00 0.1587 PF 1.27 PT 13.35 ( 21) 21 103 1.049 L 15.00 C=120 PT 15.55 (103) Q 22.08 F=T,E F 7.00 PE -5.63 DR T 22.00 0.1563 PF 3.44 20 21D0 80.60 1.710 L 3.58 C=120 PT 13.36 ( 21) Q 102.68 F=0 F 0.00 PE 0.00 BN T 3.58 0.2484 PF 0.89 PT 14.25 ( 20) 20 102 1.049 L 16.00 C=120 PT 16.15 (102) Q 22.51 F=E,T F 7.00 PE -5.63 DR T 23.00 0.1619 PF 3.72 101 20DQ 102.68 1.710 L 4.58 C=120 PT 14.24 ( 20) Q 125.18 . F=0 F 0.00 PE 0.00 BN T 4.58 0.3584 PF 1.64 15 101DQ 22.32 1.710 L 85.25 C=120 PT 15.88 (101) Q 147.50 F=T F 12.00 PE 0.00 BN T 97.25 0.4856 PF 47.22 5 15 1.710 L 1.67 C=120 PT 63.10 ( 15) Q 147.50 F=T F 12.00 PE 0.72 NR T 13.67 0.4856 PF 6.64 4 5DQ 390.62 2.703 L 14.00 C=120 PT 70.46 ( 5) Q 538.12 F=0 F 0.00 PE 0.00 FM T 14.00 0.5724 PF 8.01 3 4 Q 538.12 3.314 L 24.00 C=120 PT 78.47 ( 4) F=BFY,2E F 37.00 PE 9.53 FR T 61.00 0.2122 PF 12.94 S SUBMITTAL SERIAL N0:2244HY1 08-07-2007 PAGE 7 DSW SHOES TI .20/1500 Location From To 2 3 Flow in GPM Q 538.12 Pipe Size IN 6.155 UN 6.000 Fittings Devices Equiv Length Ft Friction Loss PSI/Ft Pressure Summary PSI L 20.00 C=140 PT 100.94 ( 3) F=2E F 26.00 PE 2.17 T 46.00 0.0078 PF 0.36 1 2 L 1.00 C=140• PT 103.47 ( 2) Q 538.12 F=DD1 F 0.00 PE 0.00 MA T 1.00 0.0089 PF 0.01 6" 350ADABGVIC DOUBLE CHECK DETECTOR ASSEMBLY 3.35 0 1 Q 538.12 6.155 UN L F=T,GV F T 20.00 C=140 PT 106.83 ( 1) 47.00 PE 0.00 67.00 0.0078 PF 0.52 PT 107.35 ( 0 SILENT KNIGI-IT 5496 Power Expander Calculations - Global Project Values. Project Name: Project ID: Prepared By: Date: Old Spaghetti Factory Roy L. Cats 112/19/2008 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Waming Threshold % 60 5 1.2 10 Panel ID: Location: Model: Silent Knight 5496 Power Expander Max Circuit Current: 3 Amps Volts: 24 VDC Max Panel Current: 6 Amps (FCPS !Sprinkler Riser Room Current Draw' Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 Nac #1 0.000 1.080 #16 Solid 4.02 175 1.41 18.88 7.45% 2 Nac #2 0.000 1.080 #16 Solid 4.02 225 1.81 18.45 9.58% 3 Nac #3 0.000 0.629 #16 Solid 4.02 295 2.37 18.91 7.31% 4 Not Used 0.000 0.741 #16 Solid 4.02 0.00 20.40 0.00% Aux Not Used 0.000 0.000 #16 Solid _ 4.02 _ 0.00 20.40 0.00% Aux Power *1 # of NAC's Used ! 0.000 0.000 ..... 5496 5496 Power Expander 0.040 0.160 3.530 !Amps) Total Output Power Required Total Standby Current (Amps) 0.040 3.690 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 60 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 5.000 0.308 Total Alarm AH Required Total Combined AH Required 5.31 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 6.37 A vallue must De entered li you nawe selecreu anv output as Aux. Power. Panel ID: Location: I4 .. _ . . = . " • :• - - if ax CircuitCurrent: 3 Amps 24 VDC_ w _Max Pane I • Amps !NAC #M02 LSpri . e Volts: C- r -. + • * - Y rlre AWG Ohms Per Length(ft) Actual olts @ %Drop Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 Nac #1 0.000. 191 . ; . - . '.. _..___ _ _ 2.52 200 1.01 18.47 _ 9.46% 2 Nac 0.000 1.915 #14 Solid '= • - 00 1.01 18.47 9.46% 3 Nac #3 0.000 1.532 #16 Solid 2.52 200 ``- _01 18.86 7.57% 4 Nac #4 .... •• • • • ... _ _.._ .........4..4"2,52,,,,„,...„ 0.0 20.40 0.00% Aux Not Us ^ ` 0.000 0.000 #16 Solid 2.52 0.00 20.40 0.00% Aux Power *1 # o u -. ..... ..... __ _ 5496 5496 Power Expander 0.040 0.160 5.362 !(Amps) Tota - -ower Required Total Standby Current Am. s - - •.. - s Arn '4._ - of 72 degrees F. Because of no differential was made. • ime In Hours 60 0.083 Alarm Time In Minutes / 60 (5' In ' - Total Stan..y - - . . -. ...• .. • :. .. - - e aired Total Combined AH Required 5.46 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 6.55 A vanue must be entered if you nawe selected any output as Aux. Power. h\It.II1 Circuit Configuration Project Information Project Name: Old Spaghetti Factory Prepared By: Roy L. Cats Project ID: 0 Date: 12/19/2008 Ckt. Number: 1 Panel ID: FCPS Ckt. Name: Nac #1 Max Circuit Current 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 Gentex GCC24-115 Hom/Strobe 0.000 0.214 0.000 0.214 1 Gentex GCS24-30 Strobe 0.000 0.101 0.000 0.101 1 Gentex GCS24-115 Strobe 0.000 0.214 0.000 0.214 4 Gentex GCS24-30 Strobe 0.000 0.101 0.000 0.404 0.000 0.000 0.000 Totals 0.000 0.933 Ckt. Number. 2 Panel ID: FCPS Ckt. Name: Nac #2 Max Circuit Current 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 Gentex GCC24-115 Hom/Strobe 0.000 0.214 0.000 t070 1 Gentex GCS24-30 Strobe 0.000 0.101 0.000 0.101 Unused 0.000 0.000 0.000. 0.000 Unused 0.000 0.000 0.000 0.000 0.030 0.000 0.000 Totals 0.000 1.171 Ckt. Number: 3 Panel ID: FCPS Ckt. Name: Nac #3 Max Circuit Current 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 Gentex GCC24-30 Horn/Strobe 0.000 0.101 0.000 0.303 7 Gentex GCS24-30 Strobe 0.000 0.101 0.000 0.707 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.030 0.000 0.000 Totals 0.000 1.010 Ckt. Number. 4 Panel ID: FCPS Ckt. Name: Not Used Max Circuit Current 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.158 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.030 0.000 0.000 Totals 0.000 0.000 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME IDEAL IMAGE TUKWILA JOB NO.T111145 DATE 9/15/11 ADDRESS 17100 SOUTHCENTER PKWY BY J. DELVO TUKWILA, WA SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION: OFFICE HAZARD CLASS PER NFPA 13 : ORDINARY SPECIFIC RULING: RULING MADE BY: OF DENSITY: 0.15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM CITY MAIN IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 196 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 TEMPERATURE: K -FACTOR: 11.2 ORIFICE SIZE: 140 155 ° F 25 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: 26' (SAME AS SITE) 8/12/06 CITY OF TUKWILA SOUTHCENTER BLVD & MINKER BASE OF RISER DEMAND 514.90 GPM REQUIRED AT 91.2 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 764.90 GPM REQUIRED AT 98.1 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) a 0Q ZO 01111111111111 11111 IIIIIIIIIII11111111111111111111111111101111 11 N w W LL p Z ai O = O W rn O m Ec E-�l 1 C4aaOaoC3N C/) rn rn D r W W V J W D �? i z u) J w Y Z T N I- U W = Q wog ! J p � T Q O LL TT LO T r r T � W w w O Q Q W a z Z co cc 0 ca O 0 a n 0 111111111111110 J fl- 0 O r 1 0 N ilk" �Qz �uu■■G■G■G.G■G■■I■ nG■ 1■�ua■luUuu u■uu■uUu•► euU■I•■�GURGuI i■■■■■i■iGGGiii•uui UiIIlilliilliilllIIIIIlIIIIIIIIIIIIIIIIHIIIIIIIIIIIIIIii liiiiillibllilllililiiliillli IIIIIIIIIIIIIII IIIIIIINIININNIIIINIIIII INII..nh.III� IIIIIIIIIIINNIIIIIIIIIII =mum Ilii IIIIIIIiiii ill OI IIIc hIIIIIIIIh !liiilllllliliiiliililili 11111100011 1111111111111111111IlIi 11111ii111111IIIIIlII!III111111111111111111 LL IIIIIIIIIIIIIn 1Iii1II1I 111,su1 GIIIINIIIIIIIIIIIGIIIIII IIIIIIIIIII 1 1IIII/111III IIIIIIIIIII 111 11 IIHIII HN III1=INHiIIIH111111IIIIi1hI11I111III IHHIIUIIIIII Nil UI iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiint .,I!,UC•,I�I,.i,..;UIU.. �.•. �ll�lli�l IIS. III .s.a....as....G .GaGs.a...s....GG..6GGaGG�=G s...■s.asG......a......:..s..a....so.i -GG - -- --------- ISd NI 3 If1SS3ad SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SRC 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.1 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 764.9 98.1 Required pressure is 50.0 psi (34%-) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S1/1 10.0 S2/1 10.0 S3/1 10.0 S4/1 10.0 S5/1 9.0 S6/1 10.0 S7/1 9.0 S8/2 9.0 S9/1 10.0 S10/1 9.0 S11/1 9.0 S12/1 9.0 S13/1 9.0 S14/1 9.0 S15/1 9.0 1 22.0 2 22.0 3 22.0 4 22.0 5 22.0 6 22.0 7 22.0 8 22.0 9 22.0 10 22.0 11 22.0 12 22.0 13 22.0 14 22.0 15 22.0 20 20.0 21 20.0 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K= 5.60 K=11..20 K=11..20 K=13.20 K=11.20 K=11.20 K=11.20 K=11.20 764.9 GPM 250.0 GPM 0.0 GPM 514.9 GPM PRESSURE (PSI) 12.0 12.0 12.3 7.2 7.4 7.2 7.4 13.5 7.7 10.2 10.2 10.3 10.3 13.2 13.6 23.1 23.1 24.0 12.2 12.2 12.2 12.2 13.0 13.4 18.7 18.7 18.9 19.0 25.6 26.3 25.5 25.5 DISCHARGE (GPM) 38.7 38.8 39.3 30.0 30.4 30.0 30.4 20.6 31.1 35.8 35.8 35.9 36.0 40.8 41.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 22 20.0 25.5 23 20.0 25.8 24 20.0 26.4 25 20.0 26.9 26 20.0 27.1 27 22.5 23.5 31 20.0 44.1 32 20.0 44.3 33 20.0 45.5 34 20.0 47.9 35 20.0 51.8 36 20.0 57.0 37 20.0 78.6 38 20.0 78.9 39 0.5 91.2 40 0.0 92.6 41 0.0 - - - - 97.6 - - - SRC 0.0 SOURCE 98.1 514.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/15/2011 • H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -38.7 1.049 PL 13.00 PF 16.4 S1/1 10.0 11.2 12.0 38.7 14.4 120 FTG X PE -5.2 1 22.0 0.0 23.1 0.0 0.442 TL 37.00 PV Pipe: 2 -38.8 1.049 PL 13.00 PF 16.4 S2/1 10.0 11.2 12.0 38.8 14.4 120 FTG X PE -5.2 2 22.0 0.0 23.1 0.0 0.442 TL 37.00 PV Pipe: 3 -39.3 1.049 PL 13.00 PF 16.8 S3/1 10.0 11.2 12.3 39.3 14.6 120 FTG X PE -5.2 3 22.0 0.0 24.0 0.0 0.455 TL 37.00 PV Pipe: 4 -30.0 1.049 PL 13.00 PF 10.2 S4/1 10.0 11.2 7.2 30.0 11.2 120 FTG X PE -5.2 4 22.0 0.0 12.2 0.0 0.276 TL 37.00 PV Pipe: 5 -30.4 1.049 PL 13.00 PF 10.4 S5/1 9.0 11.2 7.4 30.4 11.3 120 FTG X PE -5.6 5 22.0 0.0 12.2 0.0 0.282 TL 37.00 PV Pipe: 6 -30.0 1.049 PL 13.00 PF 10.2 S6/1 10.0 11.2 7.2 30.0 11.1 120 FTG X PE -5.2 6 22.0 0.0 12.2 0.0 0.275 TL 37.00 PV Pipe: 7 -30.4 1.049 PL 13.00 PF 10.5 S7/1 9.0 11.2 7.4 30.4 11.3 120 FTG X PE -5.6 7 22.0 0.0 12.2 0.0 0.283 TL 37.00 PV Pipe: 8 -20.6 1.049 PL 13.00 PF 5.1 S8/2 9.0 5.6 13.5 20.6 7.6 120 FTG X PE -5.6 8 22.0 0.0 13.0 0.0 0.137 TL 37.00 PV Pipe: 9 -31.1 1.049 PL 13.00 PF 10.9 S9/1 10.0 11.2 7.7 31.1 11.5 120 FTG X PE -5.2 9 22.0 0.0 13.4 0.0 0.294 TL 37.00 PV Pipe: 10 -35.8 1.049 PL 13.00 PF 14.1 S10/1 9.0 11.2 10.2 35.8 13.3 120 FTG X PE -5.6 10 22.0 0.0 18.7 0.0 0.382 TL 37.00 PV Pipe: 11 -35.8 1.049 PL 13.00 PF 14.1 S11/1 9.0 11.2 10.2 35.8 13.3 120 FTG X PE -5.6 11 22.0 0.0 18.7 0.0 0.381 TL 37.00 PV Pipe: 12 -35.9 1.049 PL 13.00 PF 14.2 S12/1 9.0 11.2 10.3 35.9 13.3 120 FTG X PE -5.6 12 22.0 0.0 18.9 0.0 0.384 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -36.0 1.049 PL 13.00 PF 14.3 S13/1 9.0 11.2 10.3 36.0 13.4 120 FTG X PE -5.6 13 22.0 0.0 19.0 0.0 0.386 TL 37.00 PV Pipe: 14 -40.8 1.049 PL 13.00 PF 18.0 S14/1 9.0 11.2 13.2 40.8 15.1 120 FTG X PE -5.6 14 22.0 0.0 25.6 0.0 0.486 TL 37.00 PV Pipe: 15 -41.2 1.049 PL 13.00 PF 18.4 S15/1 9.0 11.2 13.6 41.2 15.3 120 FTG X PE -5.6 15 22.0 0.0 26.3 0.0 0.497 TL 37.00 PV Pipe: 16 -8.6 1.710 PL 10.00 PF 0.0 1 22.0 0.0 23.1 0.0 1.2 120 FTG ---- PE 0.0 2 22.0 0.0 23.1 0.0 0.003 TL 10.00 PV Pipe: 17 -47.4 1.710 PL 14.00 PF 0.8 2 22.0 0.0 23.1 0.0 6.6 120 FTG ---- PE 0.0 3 22.0 0.0 24.0 0.0 0.059 TL 14.00 PV Pipe: 18 32.6 1.710 PL 1.50 PF 0.0 4 22.0 0.0 12.2 0.0 4.6 120 FTG ---- PE 0.0 5 22.0 0.0 12.2 0.0 0.030 TL 1.50 PV Pipe: 19 2.2 1.710 PL 10.50 PF 0.0 5 22.0 0.0 12.2 0.0 0.3 120 FTG ---- PE 0.0 6 22.0 0.0 12.2 0.0 0.000 TL 10.50 PV Pipe: 20 -27.8 1.710 PL 3.00 PF 0.1 6 22.0 0.0 12.2 0.0 3.9 120 FTG ---- PE 0.0 7 22.0 0.0 12.2 0.0 0.022 TL 3.00 PV Pipe: 21 -58.3 1.710 PL 8.50 PF 0.7 7 22.0 0.0 12.2 0.0 8.1 120 FTG ---- PE 0.0 8 22.0 0.0 13.0 0.0 0.087 TL 8.50 PV Pipe: 22 -78.9 1.710 PL 2.50 PF 0.4 8 22.0 0.0 13.0 0.0 11.0 120 FTG ---- PE 0.0 9 22.0 0.0 13.4 0.0 0.152 TL 2.50 PV Pipe: 23 7.0 1.710 PL 13.50 PF 0.0 10 22.0 0.0 18.7 0.0 1.0 120 FTG ---- PE 0.0 11 22.0 0.0 18.7 0.0 0.002 TL 13.50 PV Pipe: 24 -28.8 1.710 PL 8.50 PF 0.2 11 22.0 0.0 18.7 0.0 4.0 120 FTG ---- PE 0.0 12 22.0 0.0 18.9 0.0 0.024 TL 8.50 PV Pipe: 25 -64.7 1.710 PL 1.00 PF 0.1 12 22.0 0.0 18.9 0.0 9.0 120 FTG ---- PE 0.0 13 22.0 0.0 19.0 0.0 0.106 TL 1.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -44.5 1.710 PL 13.50 PF 0.7 14 22.0 0.0 25.6 0.0 6.2 120 FTG ---- PE 0.0 15 22.0 0.0 26.3 0.0 0.053 TL 13.50 PV Pipe: 27 14.8 1.710 PL 106.00 PF 0.9 20 20.0 0.0 25.5 0.0 2.1 120 FTG 2ET PE -1.1 27 22.5 0.0 23.5 0.0 0.007 TL 125.50 PV Pipe: 28 15.3 1.710 PL 90.00 PF 0.9 21 20.0 0.0 25.5 0.0 2.1 120 FTG E2T PE -1.1 27 22.5 0.0 23.5 0.0 0.007 TL 118.50 PV Pipe: 29 30.1 1.710 PL 21.00 PF 0.6 27 22.5 0.0 23.5 0.0 4.2 120 FTG E PE 0.2 1 22.0 0.0 23.1 0.0 0.026 TL 24.50 PV Pipe: 30 62.6 1.710 PL 109.00 PF 12.4 22 20.0 0.0 25.5 0.0 8.7 120 FTG ET PE -0.9 4 22.0 0.0 12.2 0.0 0.100 TL 125.00 PV Pipe: 31 42.8 1.710 PL 111.00 PF 6.2 23 20.0 0.0 25.8 0.0 6.0 120 FTG ET PE -0.9 10 22.0 0.0 18.7 0.0 0.049 TL 127.00 PV Pipe: 32 -3.7 1.710 PL 111.00 PF 0.1 24 20.0 0.0 26.4 0.0 0.5 120 FTG ET PE -0.9 14 22.0 0.0 25.6 0.0 0.001 TL 127.00 PV Pipe: 33 -62.6 1.710 PL 209.00 PF 24.8 25 20.0 0.0 26.9 0.0 8.7 120 FTG E3T PE 0.0 35 20.0 0.0 51.8 0.0 0.099 TL 250.00 PV Pipe: 34 -69.2 1.710 PL 209.00 PF 29.9 26 20.0 0.0 27.1 0.0 9.7 120 FTG E3T PE 0.0 36 20.0 0.0 57.0 0.0 0.120 TL 250.00 PV Pipe: 35 -86.7 1.710 PL 74.00 PF 19.2 3 22.0 0.0 24.0 0.0 12.1 120 FTG 2T4F PE 0.9 31 20.0 0.0 44.1 0.0 0.182 TL 105.80 PV Pipe: 36 -109.9 1.710 PL 75.00 PF 30.1 9 22.0 0.0 13.4 0.0 15.4 120 FTG 2T4F PE 0.9 32 20.0 0.0 44.3 0.0 0.282 TL 106.80 PV Pipe: 37 -100.7 1.710 PL 75.00 PF 25.6 13 22.0 0.0 19.0 0.0 14.1 120 FTG 2T4F PE 0.9 33 20.0 0.0 45.5 0.0 0.240 TL 106.80 PV Pipe: 38 -85.7 1.710 PL 85.00 PF 20.8 15 22.0 0.0 26.3 0.0 12.0 120 FTG 2T4F PE 0.9 34 20.0 0.0 47.9 0.0 0.178 TL 116.80 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -14.8 2.703 PL 13.50 PF 0.0 20 20.0 0.0 25.5 0.0 0.8 120 FTG ---- PE 0.0 21 20.0 0.0 25.5 0.0 0.001 TL 13.50 PV Pipe: 40 -30.1 2.703 PL 14.00 PF 0.0 21 20.0 0.0 25.5 0.0 1.7 120 FTG ---- PE 0.0 22 20.0 0.0 25.5 0.0 0.003 TL 14.00 PV Pipe: 41 -92.7 2.703 PL 13.00 PF 0.3 22 20.0 0.0 25.5 0.0 5.2 120 FTG ---- PE 0.0 23 20.0 0.0 25.8 0.0 0.022 TL 13.00 PV Pipe: 42 -135.5 2.703 PL 13.00 PF 0.6 23 20.0 0.0 25.8 0.0 7.6 120 FTG ---- PE 0.0 24 20.0 0.0 26.4 0.0 0.045 TL 13.00 PV Pipe: 43 -131.8 2.703 PL 12.50 PF 0.5 24 20.0 0.0 26.4 0.0 7.4 120 FTG ---- PE 0.0 25 20.0 0.0 26.9 0.0 0.042 TL 12.50 PV Pipe: 44 -69.2 2.703 PL 13.00 PF 0.2 25 20.0 0.0 26.9 0.0 3.9 120 FTG ---- PE 0.0 26 20.0 0.0 27.1 0.0 0.013 TL 13.00 PV Pipe: 45 -86.7 2.703 PL 13.00 PF 0.3 31 20.0 0.0 44.1 0.0 4.8 120 FTG ---- PE 0.0 32 20.0 0.0 44.3 0.0 0.020 TL 13.00 PV Pipe: 46 -196.6 2.703 PL 13.00 PF 1.2 32 20.0 0.0 44.3 0.0 11.0 120 FTG ---- PE 0.0 33 20.0 0.0 45.5 0.0 0.089 TL 13.00 PV Pipe: 47 -297.3 2.703 PL 13.00 PF 2.5 33 20.0 0.0 45.5 0.0 16.6 120 FTG ---- PE 0.0 34 20.0 0.0 47.9 0.0 0.191 TL 13.00 PV Pipe: 48 -383.1 2.703 PL 12.50 PF 3.8 34 20.0 0.0 47.9 0.0 21.4 120 FTG ---- PE 0.0 35 20.0 0.0 51.8 0.0 0.305 TL 12.50 PV Pipe: 49 -445.7 2.703 PL 13.00 PF 5.2 35 20.0 0.0 51.8 0.0 24.9 120 FTG ---- PE 0.0 36 20.0 0.0 57.0 0.0 0.404 TL 13.00 PV Pipe: 50 -514.9 2.703 PL 41.00 PF 21.6 36 20.0 0.0 57.0 0.0 28.8 120 FTG ---- PE 0.0 37 20.0 0.0 78.6 0.0 0.527 TL 41.00 PV Pipe: 51 -514.9 3.314 PL 1.50 PF 0.3 37 20.0 0.0 78.6 0.0 19.2 120 FTG ---- PE 0.0 38 20.0 0.0 78.9 0.0 0.195 TL 1.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 -514.9 3.314 PL 19.50 PF 3.8 38 20.0 0.0 78.9 0.0 19.2 120 FTG ---- PE 8.4 39 0.5 0.0 91.2 0.0 0.195 TL 19.50 PV Pipe: 53 -514.9 6.160 PL 100.00 PF 1.2 39 0.5 0.0 91.2 0.0 5.5 140 FTG 5EG PE 0.2 40 0.0 0.0 92.6 0.0 0.007 TL 164.00 PV Pipe: 54 FIXED PRESSURE LOSS DEVICE 41 0.0 0.0 97.6 0.0 5.0 psi, 514.9 gpm 40 0.0 0.0 92.6 0.0 Pipe: 55 -514.9 6.160 PL 25.00 PF 0.5 41 0.0 0.0 97.6 0.0 5.5 140 FTG TG PE 0.0 SRC 0.0 SRCE 98.1 (N/A) 0.007 TL 69.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 28.8 ft/sec at pipe 50. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/15/2011 H:\HASS\TI11145 IDEAL IMAGE.SDF JOB TITLE: IDEAL IMAGE TUKWILA PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkV1v BfyVly GatV1v 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkV1v BfyVly GatVly AlmChk DPV1v f1eX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 24.00 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME HAND AND STONE @SOUTHCENTER SQ JOB NO.T114069 DATE 4/21/2014 ADDRESS 17100 SOUTHCENTER PARKWAY SUITE 136 BY NICK GRASSI SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: MASSAGE HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: 0.10GPM OVER 1500 SQ FT PER TUKWILA NO LIGHT HAZARD MIN .15GPM OVER 1500 SQ FT RULING MADE BY: OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM 250 GPM GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET ADDED AT: SOURCE TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 30 "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: "C" FACTOR UNDERGROUND : 140 256 SQUARE FEET J112 TEMPERATURE: 165 ° F 11.2 ORIFICE SIZE: 3/4 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: 26' SAME AS SITE DATE OF TEST: 8/12/2006 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD AND MINKER BASE OF RISER DEMAND 519.4 GPM REQUIRED AT 107.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 769.4 GPM REQUIRED AT 115.1 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON INE CERTIFICATE OF COM TENC FIRE PROTECTION SPRINKL R SYSTEMS Nicholas NeIIo Grassi 5968-1111-C Level 3 Smith Fire Systems, Inc. SMI HFS 360T • _. �1 ( CERTIFICATE OF COMPETENCY STAMP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SOURCE 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.1 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 769.4 115.1 Required pressure is 33.0 psi (22%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) S1 9.0 K=11.20 S2 9.5 K= 5.60 S3 9.5 K= 5.60 S4 9.0 K=11.20 S5 9.0 K=11.20 S6 9.5 K= 5.60 S7 9.0 K=11.20 S8 9.0 K=11.20 S9 9.0 K=11.20 S10 9.5 K=11.20 Sil 9.5 K=11.20 S12 9.5 K=11.20 S13 9.0 K=11.20 S14 9.5 K=11.20 S15 9.5 K=11.20 S16 9.5 K=11.20 B1 21.6 B2 21.6 B3 21.6 B4 21.6 B5 21.6 B6 21.6 B7 21.6 B8 21.6 B9 21.6 B10 21.6 B1l 21.6 B12 21.6 B13 21.6 B14 21.6 B15 21.6 PRESSURE (PSI) 10.7 25.2 25.1 8.3 7.7 17.3 7.4 7.4 7.2 9.6 9.6 9.5 9.2 11.0 10.8 10.8 37.7 36.8 36.7 25.6 25.4 23.9 23.6 23.6 23.8 31.8 30.4 30.1 30.1 35.4 34.6 769.4 GPM 250.0 GPM 0.0 GPM 519.4 GPM DISCHARGE (GPM) 36.7 28.1 28.1 32.3 31.0 23.3 30.5 30.5 30.0 34.7 34.7 34.6 34.0 37.2 36.9 36.8 AREA (FT^2) 200.0 130.0 130.0 200.0 200.0 130.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 DENSITY REQ. ACT. (GPM/FT^2) 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.150 0.184 0.216 0.216 0.161 0.155 0.179 0.153 0.153 0.150 0.173 0.174 0.173 0.170 0.186 0.184 0.184 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) B16 21.6 34.6 B17 21.6 35.6 12 21.6 82.8 13 21.6 68.4 14 21.6 61.1 15 21.6 55.6 16 21.6 51.0 17 21.6 48.2 18 21.6 47.2 19 21.6 46.9 22 19.7 83.6 23 19.7 69.2 24 19.7 59.4 25 19.7 54.5 26 19.7 46.1 27 19.7 39.3 28 19.7 41.4 29 19.7 42.8 54 21.6 37.3 55 21.6 37.2 56 21.6 36.7 57 21.6 36.3 58 21.6 36.2 59 21.6 36.2 60 21.6 36.2 64 19.7 40.6 65 19.7 39.9 66 19.7 37.6 67 19.7 35.2 68 19.7 36.0 69 19.7 36.9 70 19.7 36.8 TR1 19.7 95.4 BR1 0.5 107.5 BF1 -3.0 114.9 BF2 -3.0 109.9 - - - SOURCE -3.0 SOURCE 115.1 519.4 - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 519.4 6.160 PL 25.00 PF 0.2 SOURCE -3.0 SRCE 115.1 (N/A) 5.6 140 FTG ---- PE 0.0 BF1 -3.0 0.0 114.9 0.0 0.007 TL 25.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF1 -3.0 0.0 114.9 0.0 5.0 psi, 519.4.gpm BF2 -3.0 0.0 109.9 0.0 Pipe: 3 519.4 6.160 PL 120.00 PF 0.9 BF2 -3.0 0.0 109.9 0.0 5.6 140 FTG ---- PE -1.5 ,BR1 0.5 0.0 107.5 0.0 0.007 TL 120.00 PV Pipe: 4 519.4 3.314 PL 19.17 PF 3.8 BR1 0.5 0.0 107.5 0.0 19.3 120 FTG ---- PE -8.3 TR1 19.7 0.0 95.4 0.0 0.199 TL 19.17 PZ Pipe: 5 519.4 2.703 PL 16.33 PF 11.8 TR1 19.7 0.0 95.4 0.0 29.0 120 FTG B PE -0.8 12 21.6 0.0 82.8 0.0 0.536 TL 22.03 PV Pipe: 6 519.4 2.703 PL 13.50 PF 14.4 12 21.6 0.0 82.8 0.0 29.0 120 FTG 2E PE 0.0 13 21.6 0.0 68.4 0.0 0.536 TL 26.90 PV Pipe: 7 519.4 2.703 PL 13.50 PF 7.2 13 21.6 0.0 68.4 0.0 29.0 120 FTG ---- PE 0.0 14 21.6 0.0 61.1 0.0 0.536 TL 13.50 PV Pipe: 8 459.4 2.703 PL 13.00 PF 5.6 14 21.6 0.0 61.1 0.0 25.7 120 FTG ---- PE 0.0 15 21.6 0.0 55.6 0.0 0.427 TL 13.00 PV Pipe: 9 407.2 2.703 PL 13.50 PF 4.6 15 21.6 0.0 55.6 0.0 22.8 120 FTG ---- PE 0.0 16 21.6 0.0 51.0 0.0 0.342 TL 13.50 PV Pipe: 10 313.6 2.703 PL 13.00 PF 2.7 16 21.6 0.0 51.0 0.0 17.5 120 FTG ---- PE 0.0 17 21.6 0.0 48.2 0.0 0.211 TL 13.00 PV Pipe: 11 188.4 2.703 PL 13.00 PF 1.1 17 21.6 0.0 48.2 0.0 10.5 120 FTG ---- PE 0.0 18 21.6 0.0 47.2 0.0 0.082 TL 13.00 PV Pipe: 12 86.8 2.703 PL 13.00 PF 0.3 18 21.6 0.0 47.2 0.0 4.9 120 FTG ---- PE 0.0 19 21.6 0.0 46.9 0.0 0.020 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 60.0 2.703 PL 13.50 PF 0.1 54 21.6 0.0 37.3 0.0 3.4 120 FTG ---- PE 0.0 55 21.6 0.0 37.2 0.0 0.010 TL 13.50 PV Pipe: 14 112.2 2.703 PL 13.50 PF 0.4 55 21.6 0.0 37.2 0.0 6.3 120 FTG ---- PE 0.0 56 21.6 0.0 36.7 0.0 0.031 TL 13.50 PV Pipe: 15 112.9 2.703 PL 13.00 PF 0.4 56 21.6 0.0 36.7 0.0 6.3 120 FTG ---- PE 0.0 57 21.6 0.0 36.3 0.0 0.032 TL 13.00 PV Pipe: 16 60.5 2.703 PL 13.50 PF 0.1 57 21.6 0.0 36.3 0.0 3.4 120 FTG ---- PE 0.0 58 21.6 0.0 36.2 0.0 0.010 TL 13.50 PV Pipe: 17 24.1 2.703 PL 13.00 PF 0.0 58 21.6 0.0 36.2 0.0 1.3 120 FTG ---- PE 0.0 59 21.6 0.0 36.2 0.0 0.002 TL 13.00 PV Pipe: 18 12.1 2.703 PL 13.00 PF 0.0 59 21.6 0.0 36.2 0.0 0.7 120 FTG ---- PE 0.0 60 21.6 0.0 36.2 0.0 0.001 TL 13.00 PV Pipe: 25 0.0 1.710 PL 2.17 PF 0.0 12 21.6 0.0 82.8 0.0 0.0 120 FTG 2T PE 0.8 22 19.7 0.0 83.6 0.0 0.000 TL 27.17 PV Pipe: 26 0.0 1.710 PL 2.17 PF 0.0 13 21.6 0.0 68.4 0.0 0.0 120 FTG 2T PE 0.8 23 19.7 0.0 69.2 0.0 0.000 TL 27.17 PV Pipe: 27 14 21.6 24 19.7 Pipe: 15 25 60.0 1.710 PL 2.17 PF 2.5 0.0 61.1 0.0 8.4 120 FTG 2T PE 0.8 0.0 59.4 0.0 0.092 TL 27.17 PV 28 52.2 1.710 PL 2.17 PF 1.9 21.6 0.0 55.6 0.0 7.3 120 FTG 2T PE 0.8 19.7 0.0 54.5 0.0 0.071 TL 27.17 PV Pipe: 29 93.7 1.710 PL 2.17 PF 5.7 16 21.6 0.0 51.0 0.0 13.1 120 FTG 2T PE 0.8 26 19.7 0.0 46.1 0.0 0.210 TL 27.17 PV Pipe: 30 125.2 1.710 PL 2.17 PF 9.7 17 21.6 0.0 48.2 0.0 17.5 120 FTG 2T PE 0.8 27 19.7 0.0 39.3 0.0 0.358 TL 27.17 PV Pipe: 31 101.6 1.710 PL 2.17 PF 6.6 18 21.6 0.0 47.2 0.0 14.2 120 FTG 2T PE 0.8 28 19.7 0.0 41.4 0.0 0.244 TL 27.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 32 86.8 1.710 PL 2.17 PF 4.9 19 21.6 0.0 46.9 0.0 12.1 120 FTG 2T PE 0.8 29 19.7 0.0 42.8 0.0 0.182 TL 27.17 PV Pipe: 33 -60.0 1.710 PL 2.17 PF 2.5 54 21.6 0.0 37.3 0.0 8.4 120 FTG 2T PE 0.8 64 19.7 0.0 40.6 0.0 0.092 TL 27.17 PV Pipe: 34 -52.2 1.710 PL 2.17 PF 1.9 55 21.6 0.0 37.2 0.0 7.3 120 FTG 2T PE 0.8 65 19.7 0.0 39.9 0.0 0.071 TL 27.17 PV Pipe: 35 -0.7 1.710 PL 2.17 PF 0.0 56 21.6 0.0 36.7 0.0 0.1 120 FTG 2T PE 0.8 66 19.7 0.0 37.6 0.0 0.000 TL 27.17 PV Pipe: 36 52.5 1.710 PL 2.17 PF 1.9 57 21.6 0.0 36.3 0.0 7.3 120 FTG 2T PE 0.8 67 19.7 0.0 35.2 0.0 0.072 TL 27.17 PV Pipe: 37 36.4 1.710 PL 2.17 PF 1.0 58 21.6 0.0 36.2 0.0 5.1 120 FTG 2T PE 0.8 68 19.7 0.0 36.0 0.0 0.036 TL 27.17 PV Pipe: 38 11.9 1.710 PL 2.17 PF 0.1 59 21.6 0.0 36.2 0.0 1.7 120 FTG 2T PE 0.8 69 19.7 0.0 36.9 0.0 0.005 TL 27.17 PV Pipe: 39 12.1 1.710 PL 2.17 PF 0.1 60 21.6 0.0 36.2 0.0 1.7 120 FTG 2T PE 0.8 70 19.7 0.0 36.8 0.0 0.005 TL 27.17 PV Pipe: 40 60.0 1.710 PL 205.00 PF 18.8 24 19.7 0.0 59.4 0.0 8.4 120 FTG ---- PE 0.0 64 19.7 0.0 40.6 0.0 0.092 TL 205.00 PV Pipe: 41 52.2 1.710 PL 205.00 PF 14.6 25 19.7 0.0 54.5 0.0 7.3 120 FTG ---- PE 0.0 65 19.7 0.0 39.9 0.0 0.071 TL 205.00 PV Pipe: 42 93.7 1.710 PL 36.00 PF 7.5 26 19.7 0.0 46.1 0.0 13.1 120 FTG ---- PE -0.8 B1 21.6 0.0 37.7 0.0 0.210 TL 36.00 PV Pipe: 43 56.9 1.710 PL 10.50 PF 0.9 B1 21.6 0.0 37.7 0.0 8.0 120 FTG ---- PE 0.0 B2 21.6 0.0 36.8 0.0 0.083 TL 10.50 PV Pipe: 44 28.8 1.710 PL 4.50 PF 0.1 B2 21.6 0.0 36.8 0.0 4.0 120 FTG ---- PE 0.0 B3 21.6 0.0 36.7 0.0 0.024 TL 4.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 45 0.7 1.710 PL 151.17 PF 0.0 B3 21.6 0.0 36.7 0.0 0.1 120 FTG ---- PE 0.8 66 19.7 0.0 37.6 0.0 0.000 TL 151.17 PV Pipe: 46 125.2 1.710 PL 36.00 PF 12.9 27 19.7 0.0 39.3 0.0 17.5 120 FTG ---- PE -0.8 B4 21.6 0.0 25.6 0.0 0.358 TL 36.00 PV Pipe: 47 92.9 1.710 PL 1.00 PF 0.2 B4 21.6 0.0 25.6 0.0 13.0 120 FTG ---- PE 0.0 B5 21.6 0.0 25.4 0.0 0.206 TL 1.00 PV Pipe: 48 61.9 1.710 PL 7.75 PF 1.4 B5 21.6 0.0 25.4 0.0 8.6 120 FTG 2E PE 0.0 B6 21.6 0.0 23.9 0.0 0.097 TL 14.75 PV Pipe: 49 38.6 1.710 PL 7.50 PF 0.3 B6 21.6 0.0 23.9 0.0 5.4 120 FTG ---- PE 0.0 B7 21.6 0.0 23.6 0.0 0.041 TL 7.50 PV Pipe: 50 8.1 1.710 PL 2.50 PF 0.0 B7 21.6 0.0 23.6 0.0 1.1 120 FTG ---- PE 0.0 B8 21.6 0.0 23.6 0.0 0.002 TL 2.50 PV Pipe: 51 -22.5 1.710 PL 9.83 PF 0.1 B8 21.6 0.0 23.6 0.0 3.1 120 FTG ---- PE 0.0 B9 21.6 0.0 23.8 0.0 0.015 TL 9.83 PV Pipe: 52 -52.5 1.710 PL 140.83 PF 10.6 B9 21.6 0.0 23.8 0.0 7.3 120 FTG 2E PE 0.8 67 19.7 0.0 35.2 0.0 0.072 TL 147.83 PV Pipe: 53 101.6 1.710 PL 36.00 PF 8.8 28 19.7 0.0 41.4 0.0 14.2 120 FTG ---- PE -0.8 B10 21.6 0.0 31.8 0.0 0.244 TL 36.00 PV Pipe: 54 66.9 1.710 PL 12.00 PF 1.3 B10 21.6 0.0 31.8 0.0 9.3 120 FTG ---- PE 0.0 811 21.6 0.0 30.4 0.0 0.112 TL 12.00 PV Pipe: 55 32.2 1.710 PL 12.00 PF 0.3 B11 21.6 0.0 30.4 0.0 4.5 120 FTG ---- PE 0.0 B12 21.6 0.0 30.1 0.0 0.029 TL 12.00 PV Pipe: 56 -2.4 1.710 PL 4.50 PF 0.0 B12 21.6 0.0 30.1 0.0 0.3 120 FTG ---- PE 0.0 813 21.6 0.0 30.1 0.0 0.000 TL 4.50 PV Pipe: 57 -36.4 1.710 PL 140.83 PF 5.1 B13 21.6 0.0 30.1 0.0 5.1 120 FTG ---- PE 0.8 68 19.7 0.0 36.0 0.0 0.036 TL 140.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 58 86.8 1.710 PL 36.00 PF 6.6 29 19.7 0.0 42.8 0.0 12.1 120 FTG ---- PE -0.8 B14 21.6 0.0 35.4 0.0 0.182 TL 36.00 PV Pipe: 59 49.6 1.710 PL 12.00 PF 0.8 B14 21.6 0.0 35.4 0.0 6.9 120 FTG ---- PE 0.0 B15 21.6 0.0 34.6 0.0 0.065 TL 12.00 PV Pipe: 60 12.7 1.710 PL 12.00 PF 0.1 B15 21.6 0.0 34.6 0.0 1.8 120 FTG ---- PE 0.0 B16 21.6 0.0 34.6 0.0 0.005 TL 12.00 PV Pipe: 61 -24.1 1.710 PL 55.67 PF 1.0 B16 21.6 0.0 34.6 0.0 3.4 120 FTG E PE 0.0 B17 21.6 0.0 35.6 0.0 0.017 TL 59.17 PV Pipe: 62 -11.9 1.710 PL 89.58 PF 0.5 B17 21.6 0.0 35.6 0.0 1.7 120 FTG T PE 0.8 69 19.7 0.0 36.9 0.0 0.005 TL 102.08 PV Pipe: 63 -12.1 1.710 PL 93.17 PF 0.5 B17 21.6 0.0 35.6 0.0 1.7 120 FTG E PE 0.8 70 19.7 0.0 36.8 0.0 0.005 TL 96.67 PV Pipe: 64 -36.7 1.049 PL 72.00 PF 32.4 S1 9.0 11.2 10.7 36.7 13.6 120 FTG 2ET PE -5.4 B1 21.6 0.0 37.7 0.0 0.400 TL 81.00 PV Pipe: 65 -28.1 1.049 PL 60.00 PF 16.9 S2 9.5 5.6 25.2 28.1 10.4 120 FTG 2ET PE -5.2 B2 21.6 0.0 36.8 0.0 0.244 TL 69.00 PV Pipe: 66 -28.1 1.049 PL 60.00 PF 16.8 S3 9.5 5.6 25.1 28.1 10.4 120 FTG 2ET PE -5.2 B3 21.6 0.0 36.7 0.0 0.244 TL 69.00 PV Pipe: 67 -32.3 1.049 PL 63.00 PF 22.7 S4 9.0 11.2 8.3 32.3 12.0 120 FTG 2ET PE -5.4 B4 21.6 0.0 25.6 0.0 0.315 TL 72.00 PV Pipe: 68 -31.0 1.049 PL 70.00 PF 23.1 S5 9.0 11.2 7.7 31.0 11.5 120 FTG 2ET PE -5.4 B5 21.6 0.0 25.4 0.0 0.293 TL 79.00 PV Pipe: 69 -23.3 1.049 PL 60.00 PF 11.9 S6 9.5 5.6 17.3 23.3 8.6 120 FTG 2ET PE -5.2 B6 21.6 0.0 23.9 0.0 0.172 TL 69.00 PV Pipe: 70 -30.5 1.049 PL 67.00 PF 21.6 S7 9.0 11.2 7.4 30.5 11.3 120 FTG 2ET PE -5.4 B7 21.6 0.0 23.6 0.0 0.285 TL 76.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 71 -30.5 1.049 PL 67.00 PF 21.6 S8 9.0 11.2 7.4 30.5 11.3 120 FTG 2ET PE -5.4 B8 21.6 0.0 23.6 0.0 0.285 TL 76.00 PV Pipe: 72 -30.0 1.049 PL 71.00 PF 22.0 S9 9.0 11.2 7.2 30.0 11.1 120 FTG 2ET PE -5.4 B9 21.6 0.0 23.8 0.0 0.275 TL 80.00 PV Pipe: 73 -34.7 1.049 PL 67.00 PF 27.4 S10 9.5 11.2 9.6 34.7 12.9 120 FTG 2ET PE -5.2 B10 21.6 0.0 31.8 0.0 0.360 TL 76.00 PV Sll B11 Pipe: 74 -34.7 1.049 PL 63.00 PF 26.0 9.5 11.2 9.6 34.7 12.9 120 FTG 2ET PE -5.2 21.6 0.0 30.4 0.0 0.361 TL 72.00 PV Pipe: 75 -34.6 1.049 PL 63.00 PF 25.8 S12 9.5 11.2 9.5 34.6 12.8 120 FTG 2ET PE -5.2 B12 21.6 0.0 30.1 0.0 0.358 TL 72.00 PV Pipe: 76 -34.0 1.049 PL 67.00 PF 26.3 S13 9.0 11.2 9.2 34.0 12.6 120 FTG 2ET PE -5.4 B13 21.6 0.0 30.1 0.0 0.346 TL 76.00 PV Pipe: 77 -37.2 1.049 PL 63.00 PF 29.6 S14 9.5 11.2 11.0 37.2 13.8 120 FTG 2ET PE -5.2 B14 21.6 0.0 35.4 0.0 0.411 TL 72.00 PV Pipe: 78 -36.9 1.049 PL 63.00 PF 29.0 S15 9.5 11.2 10.8 36.9 13.7 120 FTG 2ET PE -5.2 B15 21.6 0.0 34.6 0.0 0.403 TL 72.00 PV Pipe: 79 -36.8 1.049 PL 63.00 PF 29.0 S16 9.5 11.2 10.8 36.8 13.7 120 FTG 2ET PE -5.2 B16 21.6 0.0 34.6 0.0 0.402 TL 72.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.125 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.0 ft/sec at pipe 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 147.67 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly BfyVly GatVly 6.160 12.00 40.00 10.00 43.00 16.00 4.00 PAGE: Y MATERIAL: SCH7 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G A D X Ell Tee 45 ChkVly BfyVly GatVly AlmChk DPV1v fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 0.00 1.710 3.50 12.50 1.70 12.10 8.00 1.00 4.10 4.10 0.00 2.703 6.70 21.70 3.40 23.30 5.70 2.00 11.00 11.00 0.00 3.314 7.30 25.40 3.80 24.90 10.50 2.00 23.40 23.40 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: WATER SUPPLY ANALYSIS E O r a E N04 rn sa N c a U U la N • rn sarn >,t) m Lo kr, u)N mr aro (1) u) CL u c) v � Q) a u U) c -H O -H H A. 'O a U 40) f1 4) Y, 4) (4 - o 0 >, -H i • U) V) ro co ry un > c N r� (2al %/r r N r-1 0 0 O 0 O 0 0 O O 0 0 O O O W C' N 0 00 W C' r -I r -I ri ,--I CD Ic4 0 W a+ a W M to p a W cCI 0 0 0 0 0 0 N r to 4) O —� a sr) — 3 O 0 0, aro +I X o 4) 0 ' a4 v U -r-1 T3 O 0 0 0 1 N N � � �� M �� 0 0 N �� �� � 0 0 ri SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 4/18/2014THCENTER SQUARE TI\DESIGN\HYDRAULIC CALCS\HANDANDSTONE.SDF JOB TITLE: WATER SUPPLY CURVE \\ R 1 \ E 1 \\ s 1 \ S 91+ \\ U 1 \ R I \ E 1 \\ 78+ \ ( I \\ P I \ S 1 \\ I 65+ \ I \ I \\ I \ 52+ \\ I \ I \\ 1 \ 39+ \ I \\ I \ I \\ 26+ LEGEND \ 1 \ 1 X = Required Water Supply It 20.0 psi @ 7474 gpm-> * I 115.10 psi @ 769.4 gpm " Flow Test Point 13+ II 1 0 = Available Water Supply " I 148.06 psi @ 769.4 gpm " 1 11 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) - Global Project Values. Fa h t Project Name: SOUTHCENTER SQUARE Standby Hours: 24 ren y Project ID: FA7044 Alarm Mins: 5 Prepared By: ROBERT Derating Factor: 1.2 IFP -100 Calculations Date: 3/8/2007 Voltage Drop Warning Threshold % : 10 Panel ID: IFP -100 IDP Devices Model: IFP -100 Add. Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: SPRINKLER ROOM Volts: 24 VDC Max Panel Current: 5.0 Amps Ckt.# Circuit Name �y Current Draw ry Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop & Type , 1000 Ft. One -Way Ohms EOL IFP -100 IFP -100 Fire Panel 1 0.170 0.325 SLC -DEV Photo,mon,Heat,pull ' 49 0.018 0.150 IDP Beam Beam detector 0.000 0.000 IPD Duct Non Relay 0.000 0.000 IPD Duct With Relay 0.000 0.000 IDP IDP Acclimate ROR 0.000 0.000 IDP Monitor,Control Module 0.000 0.000 IDP Monitor -2, 0.000 0.000 IDP Monitor -10 0.000 0.000 IDP Relay -6, 0.000 0.000 IDP Control -6 0.000 0.000 IDP Relay,Zone ,Zone -6 0.000 0.000 SLC -ACC SSB501BHT Sounder 0.000 0.000 SSB224RB Relay Base 0.000 0.000 IDP RTS451 Key 0.000 0.000 IDP RA400Z 0.000 0.000 IDP -Iso Isolator Module 0.000 0.000 SSB224BI Isolator Base 0.000 0.000 RA -1000 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5499 Power Expander 1 0.075 0.175 RPS -1000 Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 1 0.000 0.000 PGM -I/O #1 Notification Appl Circuit 0.000 0.233 #14 Solid 2.52 120 0.60 20.26 0.69% PGM -I/O #2 Notification Appl Circuit 0.000 0.887 #14 Solid 2.52 300 1.51 19.06 6.57% PGM -I/O #3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.283 1.795 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 6.792 0.150 Total Alarm AH Required Total Combined AH Required 6.94 Command Shortcuts Multiply By The Derating Factor 1.20 8.33 [ Configure Circuits 1 ( Print Page Minimum Battery AmpHours Required Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7044 Date: 3/8/2007 Ckt. Number PGN1-I/0 #1 Panel ID: Ckt. Name: Notification Appl Circuit I/O Use IFP -100 IDP Devices Notification Appl Circuit . 1 Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 PC2415 / 15 0.000 0.202 0.000 0.202 1 SSM24-10 0.000 0.031 0.000 0.031 1 spare 0.000 0.000 0.000 0.000 1 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.233 Ckt. Number: PGM -1/0 #2 Panel ID: Ckt. Name: Notification Appl Circuit U-0 Use: IFP -100 IDP Devices Notification Appl Circuit . I Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 PC2R 185 0.000 0.297 0.000 0.297 5 SR 15 0.000 0.066 0.000 0.330 1 PC2R 95 0.000 0.194 0.000 0.194 1 SCR 15 0.000 0.066 0.000 0.066 0.000 0.000 Totals 0.000 0.887 Ckt. Number PGM -1/0 #3 Panel ID: Ckt. Name: Notification Appl CircuitI/O Use: IFP -100 IDP Devices Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7044 Date: 3/8/2007 Ckt. Number: PGM -UO #4 Panel ID: Ckt. Name: Notification Appl Circuit I/€3 Use: IFP -100 IDP Devices Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0,000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number PGM -I/O #5 Panel ID: Ckt. Name: Notification Appl Circuit I/O Use: IFP -100 IDP Devices Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: PGM -I/O #6 Panel ID: Ckt. Name: Notification Appi Circuit I/O Use: IFP -100 IDP Devices Notification Appl Circuit v Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 i (EXISTING) SLC MICRO AMP DRAW ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0055 PER DEVICE X 26 .143 C IDP -PHOTO SMOKE - .0003 PER DEVICE X1 .0003 TOTAL: .0066 .143 + .0003 .1499 ROUNDED UP TO: .15 c � (EXISTING) SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 22 .0066 IDP -MONITOR MOD. - .0004 PER DEVICE X 26 .0104 IDP -PHOTO SMOKE - .0003 PER DEVICE X1 .0003 TOTAL: .0066 .0104 + .0003 .0173 ROUNDED UP TO: .018 c SILENT KNIGHT 5499 Power Expander Calculations Global F-oject Values: Proect Name; Prc ect ID Prepared By: Date: SOUTHCENTER SQUARE FA7044 ROBERT 3/8/2007 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Warning Threshold % 24 5 1.2 10 Panel ID: Location: Silent Knight 5499 Power Expander Max Circuit Current 3 Amps 24 VDC Max Panel Current: 9 Amps 5499(1) Model Volts SPRINKLER ROOM Ckt.# Circuit Name Current Draw wire AWG Ohms Per Lengthr< t) Actual Volts © '/Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 5499(1) Circuit 1 0.000 1.006 #14 Solid 2.52 300 1.51 18.88 7.46% 2 5499(1) Circuit 2 0.000 4'.188 #14 Solid 2.52 - 320 1.61 18.48- 9.39% 3 5499(1) Circuit 3 0.000 1 1.109 #14 Solid 2.52 250 1.26 19.00 6.85% 4 5499(1) Circuit 4 0.000 0.528 #14 Solid 2.52 300 1.51 19.60 3.91% Aux 5499(1) Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 C.205 3.831 (Amps) Tota Output Power Required Total Standby Current (Ampsl 0.075 4'.036 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 24 C.083 Alarm Time In Minutes / 60 (5 Mins) )_ Total Standby AH Required 1.800 0.336 "Total Alarm. AH Required Total Combined AH Required 2.14 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 120 Minimum Battery AmpHours Required 2.56 Su.I:NT KNIGHT Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7044 Date: 3/8/2007 Ckt. Number: 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 PC2R 115 0.000 0.218 0.000 0.654 .2 PC2R / 75 0.000 0.176 0.000 0.352 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.006 Ckt. Number: 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 PC2R / 185 0.000 0.297 0.000 1.188 3 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.188 Ckt. Number: 3 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 3 Max Circuit Current: 3 Amps Qty Device . Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 PC2R 115 0.000 0.218 0.000 0.218 3 PC2R / 185 0.000 0.297 0.000 0.891 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.109 Ckt. Number: 4 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 PC2R / 75 0.000 0.176 0.000 0.528 Unused 0:000 0.000 0.000 0.000 Unused 0-000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.528 Ckt. Number: Aux Panel ID: 5499(1) Ckt. Name: 5499(1) Aux Power Out Max Circuit Current: 3 Amps Current Draw Each Current Draw Total Qty Device Standby Alarm Standby Alarm Unused 0.000 0,000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 0 PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR OLD SPAGHETTI FACTORY TUKWILA FILE NUMBER: DATE: FEB 20, 2009 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 22 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 410.5 gpm TOTAL WATER REQUIRED (including hose): 660.5 gpm FLOW AND PRESSURE (@ BOR): 410.5 gpm @ 104.3 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION, INC. DESIGN/LAYOUT BY: CLINT CARR AUTHORITY HAVING JURISDICTION: WSRB - CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 150.0 20.0 7474.0 148.5 660.5 112.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 660.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 410.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 8.0 K= 5.60 9.0 16.8 102 8.5 K= 5.60 9.8 17.5 103 8.5 K= 5.60 8.8 16.6 104 8.5 K= 5.60 9.3 17.0 105 8.5 K= 5.60 9.1 16.9 106 8.5 K= 5.60 9.2 17.0 107 8.5 K= 5.60 10.0 17.7 108 8.5 K= 5.60 10.6 18.3 109 8.5 K= 5.60 11.7 19.1 110 8.5 K= 5.60 12.6 19.9 111 8.5 K= 5.60 9.5 17.2 112 8.0 K= 5.60 10.1 17.8 113 8.5 K= 5.60 10.0 17.7 114 8.5 K= 5.60 10.7 18.3 115 8.5 K= 5.60 11.0 18.6 116 8.5 K= 5.60 12.9 20.1 117 8.5 K= 5.60 10.1 17.8 118 8.5 K= 5.60 11.3 18.8 119 8.5 K= 5.60 11.7 19.1 120 8.5 K= 5.60 15.6 22.1 121 8.5 K= 5.60 16.9 23.0 122 8.5 K= 5.60 16.9 23.0 O 9.2 10.1 - - - A 9.2 9.3 B 9.2 9.5 C 9.2 9.7 D 9.2 9.9 E 9.2 10.3 F 9.2 11.0 G 9.2 10.2 H 9.2 10.6 I 9.2 11.4 J 9.2 11.7 K 9.2 11.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) L 9.2 12.5 M 9.2 17.5 N 9.2 17.6 10 9.2 12.5 11 9.2 12.6 12 9.2 12.6 13 9.2 13.0 14 9.2 13.1. 15 9.2 13.9 16 9.2 14.9 17 9.2 16.9 18 9.2 17.8 19 9.2 17.8 MZ 22.0 64.5 40 20.0 53.2 41 20.0 56.2 42 20.0 58.2 43 20.0 59.4 44 20.0 59.9 45 20.0 60.1 46 20.0 60.2 99 22.0 64.3 30 20.0 87.8 31 20.0 86.6 32 20.0 85.9 33 20.0 85.5 34 20.0 85.3 35 20.0 85.2 TOR 20.0 94.4 BOR 3.0 104.3 FLG 0.5 105.7 DD2 -4.0 107.7 DD1 -4.0 - - - - 113.7 - - CITY 0.0 SOURCE 112.0 410.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 410.5 8.390 PL 25.00 PF 0.1 CITY 0.0 SRCE 112.0 (N/A) 2.4 140 FTG TG PE 1.7 DD1 -4.0 0.0 113.7 0.0 0.001 TL 91.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DD1 -4.0 0.0 113.7 0.0 6.0 psi, 410.5 gpm DD2 -4.0 0.0 107.7 0.0 Pipe: 3 410.5 8.390 PL 29.00 PF 0.1 DD2 -4.0 0.0 107.7 0.0 2.4 140 FTG E PE -1.9 FLG 0.5 0.0 105.7 0.0 0.001 TL 60.00 PV Pipe: 4 410.5 3.320 PL 2.50 PF 0.3 FLG 0.5 0.0 105.7 0.0 15.2 120 FTG ---- PE -1.1 BOR 3.0 0.0 104.3 0.0 0.127 TL 2.50 PV Pipe: 5 410.5 3.320 PL 19.50 PF 2.5 BOR 3.0 0.0 104.3 0.0 15.2 120 FTG ---- PE -7.4 TOR 20.0 0.0 94.4 0.0 0.127 TL 19.50 PV Pipe: 6 410.5 3.320 PL 41.25 PF 6.7 TOR 20.0 0.0 94.4 0.0 15.2 120 FTG E PE 0.0 30 20.0 0.0 87.8 0.0 0.127 TL 52.25 PV Pipe: 7 336.2 3.320 PL 12.75 PF 1.1 30 20.0 0.0 87.8 0.0 12.5 120 FTG ---- PE 0.0 31 20.0 0.0 86.6 0.0 0.088 TL 12.75 PV Pipe: 8 266.6 3.320 PL 12.50 PF 0.7 31 20.0 0.0 86.6 0.0 9.9 120 FTG ---- PE 0.0 32 20.0 0.0 85.9 0.0 0.057 TL 12.50 PV Pipe: 9 200.4 3.320 PL 13.25 PF 0.4 32 20.0 0.0 85.9 0.0 7.4 120 FTG ---- PE 0.0 33 20.0 0.0 85.5 0.0 0.034 TL 13.25 PV Pipe: 10 136.3 3.320 PL 12.83 PF 0.2 33 20.0 0.0 85.5 0.0 5.1 120 FTG ---- PE 0.0 34 20.0 0.0 85.3 0.0 0.017 TL 12.83 PV Pipe: 11 73.2 3.320 PL 13.00 PF 0.1 34 20.0 0.0 85.3 0.0 2.7 120 FTG ---- PE 0.0 35 20.0 0.0 85.2 0.0 0.005 TL 13.00 PV Pipe: 12 -336.2 2.709 PL 12.75 PF 3.0 40 20.0 0.0 53.2 0.0 18.7 120 FTG ---- PE 0.0 41 20.0 0.0 56.2 0.0 0.237 TL 12.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -266.6 2.709 PL 12.50 PF 1.9 41 20.0 0.0 56.2 0.0 14.8 120 FTG ---- PE 0.0 42 20.0 0.0 58.2 0.0 0.154 TL 12.50 PV Pipe: 14 -200.4 2.709 PL 13.25 PF 1.2 42 20.0 0.0 58.2 0.0 11.2 120 FTG ---- PE 0.0 43 20.0 0.0 59.4 0.0 0.091 TL 13.25 PV Pipe: 15 -136.3 2.709 PL 12.83 PF 0.6 43 20.0 0.0 59.4 0.0 7.6 120 FTG ---- PE 0.0 44 20.0 0.0 59.9 0.0 0.045 TL 12.83 PV Pipe: 16 -73.2 2.709 PL 13.75 PF 0.2 44 20.0 0.0 59.9 0.0 4.1 120 FTG -- PE 0.0 45 20.0 0.0 60.1 0.0 0.014 TL 13.75 PV Pipe: 17 -33.9 2.709 PL 15.00 PF 0.1 45 20.0 0.0 60.1 0.0 1.9 120 FTG ---- PE 0.0 46 20.0 0.0 60.2 0.0 0.003 TL 15.00 PV Pipe: 18 74.3 1.710 PL 140.21 PF 22.4 30 20.0 0.0 87.8 0.0 10.4 120 FTG 2T PE -0.9 MZ 22.0 0.0 64.5 0.0 0.136 TL 164.21 PV Pipe: 19 74.3 1.710 PL 71.17 PF 12.2 MZ 22.0 0.0 64.5 0.0 10.4 120 FTG ET PE 0.9 40 20.0 0.0 53.2 0.0 0.136 TL 89.17 PV Pipe: 20 69.6 1.710 PL 209.33 PF 30.4 31 20.0 0.0 86.6 0.0 9.7 120 FTG E3T PE 0.0 41 20.0 0.0 56.2 0.0 0.121 TL 251.33 PV Pipe: 21 66.3 1.710 PL 209.33 PF 27.8 32 20.0 0.0 85.9 0.0 9.3 120 FTG E3T PE 0.0 42 20.0 0.0 58.2 0.0 0.110 TL 251.33 PV Pipe: 22 64.1 1.710 PL 209.33 PF 26.1 33 20.0 0.0 85.5 0.0 9.0 120 FTG E3T PE 0.0 43 20.0 0.0 59.4 0.0 0.104 TL 251.33 PV Pipe: 23 63.0 1.710 PL 209.33 PF 25.3 34 20.0 0.0 85.3 0.0 8.8 120 FTG E3T PE 0.0 44 20.0 0.0 59.9 0.0 0.101 TL 251.33 PV Pipe: 24 73.2 1.710 PL 120.33 PF 20.0 35 20.0 0.0 85.2 0.0 10.2 120 FTG E2T PE -0.9 99 22.0 0.0 64.3 0.0 0.133 TL 150.33 PV Pipe: 25 39.3 1.710 PL 91.00 PF 5.1 99 22.0 0.0 64.3 0.0 5.5 120 FTG E2T PE 0.9 45 20.0 0.0 60.1 0.0 0.042 TL 121.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 33.9 1.710 PL 109.00 PF 5.0 99 22.0 0.0 64.3 0.0 4.7 120 FTG 6ET PE 0.9 46 20.0 0.0 60.2 0.0 0.032 TL 157.00 PV Pipe: 27 410.5 2.709 PL 87.75 PF 40.1 40 20.0 0.0 53.2 0.0 22.8 120 FTG ET PE 4.7 18 9.2 0.0 17.8 0.0 0.343 TL 116.75 PV Pipe: 28 46.0 2.709 PL 2.50 PF 0.0 18 9.2 0.0 17.8 0.0 2.6 120 FTG ---- PE 0.0 19 9.2 0.0 17.8 0.0 0.006 TL 2.50 PV Pipe: 29 364.5 2.709 PL 3.50 PF 1.0 18 9.2 0.0 17.8 0.0 20.3 120 FTG ---- PE 0.0 17 9.2 0.0 16.9 0.0 0.275 TL 3.50 PV Pipe: 30 342.3 2.709 PL 8.00 PF 2.0 17 9.2 0.0 16.9 0.0 19.1 120 FTG ---- PE 0.0 16 9.2 0.0 14.9 0.0 0.245 TL 8.00 PV Pipe: 31 286.5 2.709 PL 6.00 PF 1.1 16 9.2 0.0 14.9 0.0 15.9 120 FTG ---- PE 0.0 15 9.2 0.0 13.9 0.0 0.176 TL 6.00 PV Pipe: 32 266.4 2.709 PL 4.88 PF 0.8 15 9.2 0.0 13.9 0.0 14.8 120 FTG ---- PE 0.0 14 9.2 0.0 13.1 0.0 0.154 TL 4.88 PV Pipe: 33 176.7 2.709 PL 1.13 PF 0.1 14 9.2 0.0 13.1 0.0 9.8 120 FTG ---- PE 0.0 13 9.2 0.0 13.0 0.0 0.072 TL 1.13 PV Pipe: 34 156.9 2.709 PL 7.25 PF 0.4 13 9.2 0.0 13.0 0.0 8.7 120 FTG ---- PE 0.0 12 9.2 0.0 12.6 0.0 0.058 TL 7.25 PV Pipe: 35 137.7 2.709 PL 0.75 PF 0.0 12 9.2 0.0 12.6 0.0 7.7 120 FTG ---- PE 0.0 11 9.2 0.0 12.6 0.0 0.046 TL 0.75 PV Pipe: 36 34.3 2.709 PL 8.00 PF 0.0 11 9.2 0.0 12.6 0.0 1.9 120 FTG ---- PE 0.0 10 9.2 0.0 12.5 0.0 0.003 TL 8.00 PV Pipe: 37 -34.3 1.049 PL 2.00 PF 2.5 0 9.2 0.0 10.1 0.0 12.7 120 FTG T PE 0.0 10 9.2 0.0 12.5 0.0 0.353 TL 7.00 PV Pipe: 38 -16.6 1.610 PL 6.63 PF 0.2 A 9.2 0.0 9.3 0.0 2.6 120 FTG 3E PE 0.0 B 9.2 0.0 9.5 0.0 0.011 TL 18.63 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -33.7 2.067 PL 6.54 PF 0.2 B 9.2 0.0 9.5 0.0 3.2 120 FTG T PE 0.0 C 9.2 0.0 9.7 0.0 0.013 TL 16.54 PV Pipe: 40 -50.5 2.067 PL 6.33 PF 0.2 C 9.2 0.0 9.7 0.0 4.8 120 FTG ---- PE 0.0 D 9.2 0.0 9.9 0.0 0.027 TL 6.33 PV Pipe: 41 -67.5 2.067 PL 8.00 PF 0.4 D 9.2 0.0 9.9 0.0 6.5 120 FTG ---- PE 0.0 E 9.2 0.0 10.3 0.0 0.045 TL 8.00 PV Pipe: 42 -85.2 2.067 PL 10.00 PF 0.7 9.2 0.0 10.3 0.0 8.1 120 FTG ---- PE 0.0 9.2 0.0 11.0 0.0 0.070 TL 10.00 PV Pipe: 43 -103.4 2.067 PL 6.00 PF 1.6 F 9.2 0.0 11.0 0.0 9.9 120 FTG T PE 0.0 11 9.2 0.0 12.6 0.0 0.100 TL 16.00 PV Pipe: 44 -35.0 1.380 PL 4.92 PF 0.5 G 9.2 0.0 10.2 0.0 7.5 120 FTG ---- PE 0.0 H 9.2 0.0 10.6 0.0 0.096 TL 4.92 PV Pipe: 45 -52.8 1.610 PL 8.00 PF 0.8 H 9.2 0.0 10.6 0.0 8.3 120 FTG ---- PE 0.0 T 9.2 0.0 11.4 0.0 0.097 TL 8.00 PV Pipe: 46 -71.1 2.067 PL 6.00 PF 0.3 I 9.2 0.0 11.4 0.0 6.8 120 FTG ---- PE 0.0 J 9.2 0.0 11.7 0.0 0.050 TL 6.00 PV Pipe: 47 -89.7 2.067 PL 8.00 PF 1.4 J 9.2 0.0 11.7 0.0 8.6 120 FTG T PE 0.0 14 9.2 0.0 13.1 0.0 0.077 TL 18.00 PV Pipe: 48 -36.7 1.380 PL 8.00 PF 0.8 K 9.2 0.0 11.7 0.0 7.9 120 FTG ---- PE 0.0 L 9.2 0.0 12.5 0.0 0.105 TL 8.00 PV Pipe: 49 -55.8 1.610 PL 14.00 PF 2.4 L 9.2 0.0 12.5 0.0 8.8 120 FTG T PE 0.0 16 9.2 0.0 14.9 0.0 0.108 TL 22.00 PV Pipe: 50 -23.0 2.067 PL 6.00 PF 0.0 M 9.2 0.0 17.5 0.0 2.2 120 FTG ---- PE 0.0 N 9.2 0.0 17.6 0.0 0.006 TL 6.00 PV Pipe: 51 -46.0 2.067 PL 2.00 PF 0.3 N 9.2 0.0 17.6 0.0 4.4 120 FTG T PE 0.0 19 9.2 0.0 17.8 0.0 0.022 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 52 16.8 1.049 PL 14.67 PF 1.6 O 9.2 0.0 10.1 0.0 6.2 120 FTG E PE 0.5 101 8.0 5.6 9.0 16.8 0.094 TL 16.67 PV Pipe: 53 17.5 1.049 PL 0.67 PF 0.6 O 9.2 0.0 10.1 0.0 6.5 120 FTG T PE 0.3 102 8.5 5.6 9.8 17.5 0.102 TL 5.67 PV Pipe: 54 16.6 1.049 PL 1.67 PF 0.8 A 9.2 0.0 9.3 0.0 6.2 120 FTG ET PE 0.3 103 8.5 5.6 8.8 16.6 0.092 TL 8.67 PV Pipe: 55 17.0 1.049 PL 0.67 PF 0.5 B 9.2 0.0 9.5 0.0 6.3 120 FTG T PE 0.3 104 8.5 5.6 9.3 17.0 0.097 TL 5.67 PV Pipe: 56 16.9 1.049 PL 3.04 PF 1.0 C 9.2 0.0 9.7 0.0 6.3 120 FTG ET PE 0.3 105 8.5 5.6 9.1 16.9 0.095 TL 10.04 PV Pipe: 57 17.0 1.049 PL 3.67 PF 1.0 D 9.2 0.0 9.9 0.0 6.3 120 FTG ET PE 0.3 106 8.5 5.6 9.2 17.0 0.096 TL 10.67 PV Pipe: 58 17.7 1.049 PL 0.67 PF 0.6 E 9.2 0.0 10.3 0.0 6.6 120 FTG T PE 0.3 107 8.5 5.6 10.0 17.7 0.104 TL 5.67 PV Pipe: 59 18.3 1.049 PL 0.67 PF 0.6 F 9.2 0.0 11.0 0.0 6.8 120 FTG T PE 0.3 108 8.5 5.6 10.6 18.3 0.110 TL 5.67 PV Pipe: 60 19.1 1.049 PL 3.00 PF 1.2 12 9.2 0.0 12.6 0.0 7.1 120 FTG ET PE 0.3 109 8.5 5.6 11.7 19.1 0.120 TL 10.00 PV Pipe: 61 19.9 1.049 PL 0.67 PF 0.7 13 9.2 0.0 13.0 0.0 7.4 120 FTG T PE 0.3 110 8.5 5.6 12.6 19.9 0.128 TL 5.67 PV Pipe: 62 17.2 1.049 PL 8.00 PF 1.0 G 9.2 0.0 10.2 0.0 6.4 120 FTG E PE 0.3 111 8.5 5.6 9.5 17.2 0.099 TL 10.00 PV Pipe: 63 17.8 1.049 PL 0.67 PF 0.6 G 9.2 0.0 10.2 0.0 6.6 120 FTG T PE 0.5 112 8.0 5.6 10.1 17.8 0.105 TL 5.67 PV Pipe: 64 17.7 1.049 PL 1.54 PF 0.9 H 9.2 0.0 10.6 0.0 6.6 120 FTG ET PE 0.3 113 8.5 5.6 10.0 17.7 0.104 TL 8.54 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 18.3 1.049 PL 1.80 PF 1.0 I 9.2 0.0 11.4 0.0 6.8 120 FTG ET PE 0.3 114 8.5 5.6 10.7 18.3 0.111 TL 8.80 PV Pipe: 66 18.6 1.049 PL 1.55 PF 1.0 J 9.2 0.0 11.7 0.0 6.9 120 FTG ET PE 0.3 115 8.5 5.6 11.0 18.6 0.114 TL 8.55 PV Pipe: 67 20.1 1.049 PL 2.67 PF 1.3 15 9.2 0.0 13.9 0.0 7.5 120 FTG ET PE 0.3 116 8.5 5.6 12.9 20.1 0.131 TL 9.67 PV Pipe: 68 17.8 1.049 PL 13.75 PF 1.9 K 9.2 0.0 11.7 0.0 6.6 120 FTG 2E PE 0.3 117 8.5 5.6 10.1 17.8 0.105 TL 17.75 PV Pipe: 69 18.8 1.049 PL 0.67 PF 0.7 K 9.2 0.0 11.7 0.0 7.0 120 FTG T PE 0.3 118 8.5 5.6 11.3 18.8 0.117 TL 5.67 PV Pipe: 70 19.1 1.049 PL 2.67 PF 1.2 L 9.2 0.0 12.5 0.0 7.1 120 FTG ET PE 0.3 119 8.5 5.6 11.7 19.1 0.120 TL 9.67 PV Pipe: 71 22.1 1.049 PL 2.67 PF 1.5 17 9.2 0.0 16.9 0.0 8.2 120 FTG ET PE 0.3 120 8.5 5.6 15.6 22.1 0.157 TL 9.67 PV Pipe: 72 23.0 1.049 PL 0.67 PF 1.0 M 9.2 0.0 17.5 0.0 8.5 120 FTG T PE 0.3 121 8.5 5.6 16.9 23.0 0.168 TL 5.67 PV Pipe: 73 23.0 1.049 PL 0.67 PF 1.0 N 9.2 0.0 17.6 0.0 8.5 120 FTG T PE 0.3 122 8.5 5.6 16.9 23.0 0.169 TL 5.67 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 38081321 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.111 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.8 ft/sec at pipe 27. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: F MATERIAL: Fire HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee Lt -E11 Chk-VA Bfy-Va Gate -v Al-Va 1.710 6.00 12.00 3.00 14.00 4.00 1.00 0.00 0.00 0.00 2.709 10.00 19.00 6.50 23.00 11.00 2.00 13.00 16.00 0.00 3.320 11.00 23.00 8.00 25.00 15.00 2.00 24.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: WATER SUPPLY ANALYSIS 160.0 1 140.0 G120.0 A U 2 •G100.0 E P R 80.0 E S S 60.0 U R E p s i 40.0 20.0 Static: 150.00 psi Resid: 20.00 psi Flow: 7474.0 gpm 0.0B -14.7 LEGEND 1 1 Available pressure 148.54 psi @ 660.5 gpm Required pressure 112.04 psi @ 660.5 gpm A. Source Supply Curve B. System Demand Curve 16024003200 4000 4800 5600 6400 7200 8000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/20/2009 T:\HASS\CLINTC\OLD SPAGHETTI FACTORY.SDF JOB TITLE: WATER SUPPLY CURVE 156+ *0 1 \ 143+ \\ \ \\ I \ 130+ 117+ Ix P104+ R 1 E 1 S 1 S 91+ U I R 1 E 1 \\ \\ \\ \\ \\ \\ \\ 78+ \ ( 1 \\ P I \ S I \\ I 65+ \ I \\ I \ 52+ \\ I \ \\ I \ 39+ \\ I \ \\ 26+ LEGEND t \ 1 X = Required Water Supply 20.0 psi @ 7474 gpm-> * 112.04 psi @ 660.5 gpm Flow Test Point 13+ I 0 = Available Water Supply 148.54 psi @ 660.5 gpm 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 1 of ToI-Brace Seismic Calculations Project G Address: Southcenter Square - N ,�. 0 � �C - at> arC O' J G 17200 Southcenter Pkwy G G Tukwila, WA NFPA 13 (2007) Gz° Job # TC6226 Percentage added for Fittings and Sprinklers Brace Information Tolco Brace Components Maximum Spacing 40.0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1131 lbs. (513 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 8 '- 0 " (2.5m) Bracing Material 1" Sch.40 Angle from Vertical 45° Mill. Least Rad. of Gyration 0.42"(11mm) Assembly Detail CO FIG. 825 UR Value 229TOL Maximum Horizontal Load 1906 lbs. (865Kg.) BAR JOIST SWAY BRACE WW1" ATTA CHM ENT I. • 4# t1 �41 TOL CO FIG 980 :La: UNIVERSAL SWAY En BRACE FITTING . TOLCO FIG. 1001 FAST CLAMP' Fastener Information elammrl Fastener Orientation NFPA Type E',► STEEL PIPE L`�G GRACE -41^,1�, 45° Min. From Vertical Detail #6246 Type Fig.825 Diameter N/A Length N/A Brace Identification on Plans EQ BRACE 2 Maximum Load 1425 lbs. (646Kq.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2 /2"(63mm) Schedule 7 Pipe 40 ft. (12.2m) 102 lbs. (47Kg.) 1 %"(38mm) Schedule 7 Pipe 640 ft. (195.1m) 973 lbs. (442Kg.) Percentage added for Fittings and Sprinklers 15 % 167 lbs. (76Kg.) Total Calculated Load of all pipe within Zone of Influence 11151bs.(506Kq.) {Tol-Brace Version 5.1.40} 2 of 2 Tol-Brace Seismic Calculations For Southcenter Square - N 17200 Southcenter Pkwy Job #TC6226 Brace Identification EQ BRACE 2 Brace Type (Per NFPA#13) NFPA Type E Spacing of Brace 40 Ft.(12m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 8.015Ft. (2m) Slenderness Ratio used for Load Calculation 229 True Angle of Brace for Calculation 45° Type of Fastener N/A In. Fig.825 Length of Fastener N/A In. Length of Fastener N/A Summary of Pipe within Zone of Influence 2% inch Sch. 7 11/2 inch Sch. 7 40 Feet (12m) 640 Feet (195m) Allowance for Heads and Fittings 0.15% Conclusions TOLCO a brand of NIBCO Total Calculated Load of Pipe in Zone of Influence 1115 Ibs.(506Kg.) Material Capacity 1906.11801151816 Ibs.(865Kg.) Fastener Capacity 1425 Ibs.(646Kg.) Fig.1001 Clamp 1131 Ibs.(513Kg.) Fig.980 Universal Swivel 1955 Ibs.(887Kg.) Structural Member: Top Chord of Bar Joist* Calculations prepared by Justin Isenberger *The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at wmv.tolco.com 1 Ot ToI-Brace Seismic Calculations Project Southcenter Square - N GII Address. in T co., a band of NO' BC G 17200 Southcenter Pkwy G G Tukwila, WA NFPA 13 (2007) G Job # TC6226 Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fig.4L Clamp 1425 lbs. (646 Kg.) Fig.980 Universal Swivel 1955 lbs. (887 Kg.) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Length of Brace 7 '- 0 " (2.2m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail » ran IMOD FM Md UNOIM#L thfetAY BROM !Finite TY F' > Al F CLAMP FM* L/R Value 200 Maximum Horizontal Load 2499 lbs. (1134Kg.) t '**�*{*te r .,. „sr sleet 'of " liATVRAIL. BRACE Fastener Information Fastener Orientation NFPA Type E TINY MACS* 45° Min. From r,. Vertical Detail #7246 Type Fig.825 Diameter N/A Length N/A Brace Identification on Plans EQ BRACE 3 Maximum Load 1425 lbs. (646Ka.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 2 6"(63mm) Schedule 7 Pipe 80 ft. (24.4m) 204 lbs. (93Kg.) Percentage added for Fittings and Sprinklers 15 % 35 lbs. (16Kq.) Total Calculated Load of all pipe within Zone of Influence 235 lbs.(107Kq.) {Tol-Brace Version 5.1.40} 2 of 2 ToI-Brace Seismic Calculations For Southcenter Square - N 17200 Southcenter Pkwy Job #TC6226 Brace Identification Brace Type (Per NFPA#13) Spacing of Brace Orientation of Brace Bracing Material Length of Brace Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Length of Fastener EQ BRACE 3 NFPA Type E 80 Ft.(24m) Longitudinal 1" Sch.40 7Ft. (2m) 200 45° N/A In. Fig.825 N/A In. N/A Summary of Pipe within Zone of Influence 2% inch Sch. 7 Allowance for Heads and Fittings Conclusions Total Calculated Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig.4L Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by Justin Isenberger 80 Feet (24m) 0.15% TDLCO a brand of NIBC:[' 235 Ibs.(107Kg.) 24 98.96 83660506 I bs. (1134 Kg . ) 1425 Ibs.(646Kg.) 1425 Ibs.(646Kg.) 1955 Ibs.(887Kg.) Top Chord of Bar Joist* `The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 5.1 visit us at www.toico.com SMITH FIRE SYSTEMS, INC. 1106 54th Avenue East • Tacoma, Washington 98424 (253) 926-1880 • FAX (253) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME SOUTH CENTER SQUARE JOB NO. TC6226 BUILDING N DATE 2/15/07 ADDRESS 17200 SOUTHCENTER PARKWAY BY JUSTIN ISENBERGER TUKWILA, WA 98188 SYSTEM DESIGNATION: WET SYSTEM HAZARD DESCRIPTION: RETAIL SHELL HAZARD CLASS PER NFPA 13 : X994 - ORDINARY HAZARD GROUP II SPECIFIC RULING: 0-0°7 RULING MADE BY: DENSITY: .20 OF GPM OVER THE MOST HYDRAULICALLY REMOTE 1500 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: INSIDE HOSE 0 GPM OUTSIDE HOSE IN -RACK SPRINKLER DEMAND SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: SPRINKLER MANUFACTURER: RELIABLE MODEL: K -FACTOR: 250 GPM GPM ADDED AT: CITY CONNECTION TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 VARIES SQUARE FEET F1 TEMPERATURE: 155 ° F 5.6K ORIFICE SIZE: 1/2" 14/437 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: DATE OF TEST: DATA PROVIDED BY: LOCATION OF TEST: SAME AS SITE AUGUST 12, 2006 CITY OF TUKWILLA SOUTHCENTER BLVD & MINKER BASE OF RISER DEMAND 384.46 GPM REQUIRED AT 109.74 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 634.46 GPM REQUIRED AT 115.62 PSI AT CONNECTION TO CITY (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) ((1)I v NI N■1 j �� !�■■ N !lllgllm ■ ■m■. • 1111 111! _ !�1 !!1 ' I ,� , : f ■ ■■■■■■■.■■ ■ Minimhm 1101100 m q■■• . ■ �.. _' ■ 111 'Ai III mum ■-....._ .- ■q■■.N N■ ■ ■ ■■■■■■ q ■ q■■. ■ mum. r.- - 1- If III I!IUIii ! ill�iIII I � ■n■ ■n u■■n■ u■■■■ ■■n n■■■�u�■i !••••.••••i C •• m: i:1 !'ui•■•■ i�=iln::li •:•!••■!_:... ••••••i■.ui■! ■..■■■■■■■■ I ■■ g ■■■.v .■ ■.. ■ ■ ■■■ ■n.■ ...:a::::::•••• PU• =.::1i!lL:�::�..:=:E::::: 6:::::..:s:::11E � 11 ��10i1II1NIi11flijI HH i IMP1N1I!OM -L-� �� � _ 1 •lu•• .....!l._l_•_lllum!!!!!!!!!i!_!!!!!!!!!!n !!!!!!i!!!mmEm!!!!! �_�s�iil11��1la ; Al! IYH!li ■■■■■■sus■ ■■s:: ■eam=x■ ■■■■■■■�■m�aan■:P-.■■■■■■s.LI■wn■Q■s■s sem■ l IN S uhrig !3s inotnummm9Tion ®mm@ un@al9 1lif 11'implu111111 m u _ `:. l IllImmommo �� osu me�somm m■°stslmi1 is . !. .1 ISd NI 31:1f1SS3Eld SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 1 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 634.5 GPM 148.64 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 102 42.26 21.66 5.60 56.95 105 28.97 21.66 5.60 26.76 106 26.47 23.04 5.60 22.34 107 26.52 23.04 5.60 22.43 108 26.78 23.04 5.60 22.87 109 27.40 24.89 5.60 23.94 110 28.57 24.89 5.60 26.03 112 25.30 25.30 5.60 20.41 113 25.19 24.89 5.60 20.23 114 25.07 24.89 5.60 20.04 115 25.07 23.04 5.60 20.04 116 25.15 24.89 5.60 20.17 117 25.49 24.89 5.60 20.72 118 26.23 24.89 5.60 21.93 TOTAL WATER REQUIRED FOR SYSTEM OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 5 TO 14 384.46 GPM 250.00 GPM 634.46 GPM 115.63 PSI 0.00 PSI 21.50 FPS SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 2 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 51 112 1.380 L 7.50 C=120 PT 20.41 (112) Q 25.30 F=T F 6.00 PE 0.00 BN T 13.50 0.0529 PF 0.71 PT 21.12 ( 51) 5 14 2.703 L 9.50 C=120 PT 80.70 ( 14) Q 384.46 F=T F 20.00 PE 0.09 NC T 29.50 0.3073 PF 9.07 PT 89.86 ( 5) 107 106 1.710 L 8.33 C=120 PT 22.34 (106) Q 18.37 F=0 F 0.00 PE 0.00 BL T 8.33 0.0103 PF 0.09 108 107DQ 26.52 1.710 L 8.33 C=120 PT 22.43 (107) Q 44.89 F=0 F 0.00 PE 0.00 BL T 8.33 0.0537 PF 0.45 109 108DQ 26.78 1.710 L 8.33 C=120 PT 22.88 (108) Q 71.67 F=0 F 0.00 PE 0.00 BL T 8.33 0.1277 PF 1.06 110 109DQ 27.40 1.710 L 9.00 C=120 PT 23.94 (109) Q 99.07 F=0 F 0.00 PE 0.00 BL T 9.00 0.2325 PF 2.09 111 110DQ 28.57 1.710 L 9.00 C=120 PT 26.03 (110) Q 127.64 F=0 F 0.00 PE 0.00 BL T 9.00 0.3716 PF 3.34 69 111 1.710 L 46.01 C=120 PT 29.37 (111) Q 127.64 F=0/E F 6.00 PE 0.00 BL T 52.01 0.3716 PF 19.33 59 69 1.710 L 1.66 C=120 PT 48.70 ( 69) Q 127.64 F=T F 12.00 PE 0.72 RN T 13.66 0.3716 PF 5.08 PT 54.50 ( 59) 50 106 1.710 L 1.83 C=120 PT 22.34 (106) Q 8.10 F=T F 12.00 PE 0.00 BL T 13.83 0.0023 PF 0.03 105 50DQ 77.61 1.710 L 6.67 C=120 PT 22.37 ( 50) Q 85.71 F=0/E,T F 18.00 PE 0.00 BL T 24.67 0.1779 PF 4.39 SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 3 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 104 105DQ 28.97 1.710 L 8.33 C=120 PT 26.76 (105) Q 114.68 F=0 F 0.00 PE 0.00 BL T 8.33 0.3048 PF 2.54 29 104 1 710 L 100.00 C=120 PT 29.30 (104) Q 114.68 F=T,2EE,E F 24.00 PE 0.00 BL T 124.00 0.3048 PF 37.80 19 29 1.710 L 1.66 C=120 PT 67.10 ( 29) Q 114.68 F=T F 12.00 PE 0.72 RN T 13.66 0.3048 PF 4.16 18 19 2.703 L 13.00 C=120 PT 71.98 ( 19) Q 114.68 F=0 F 0.00 PE 0.12 CM T 13.00 0.0328 PF 0.43 PT 72.53 ( 18) 116 115 1.710 L 8.33 C=120 PT 20.04 (115) Q 23.02 F=0 F 0.00 PE 0.00 BL T 8.33 0.0156 PF 0.13 117 116DQ 25.15 1.710 L 9.00 C=120 PT 20.17 (116) Q 48.17 F=0 F 0.00 PE 0.00 BL T 9.00 0.0613 PF 0.55 118 117DQ 25.49 1.710 L 9.00 C=120 PT 20.72 (117) Q 73.66 F=0 F 0.00 PE 0.00 BL T 9.00 0.1344 PF 1.21 119 118DQ 26.23 1.710 L 9.00 C=120 PT 21.93 (118) Q 99.89 F=0 F 0.00 PE 0.00 BL T 9.00 0.2361 PF 2.12 70 119 1.380 L 35.83 C=120 PT 24.05 (119) Q 99.89 F=0/E F 3.00 PE 0.00 BL T 38.83 0.6707 PF 26.04 60 70 1.710 L 1.66 C=120 PT 50.09 ( 70) Q 99.89 F=T F 12.00 PE 0.72 RN T 13.66 0.2361 PF 3.23 59 60 2.703 L 13.00 C=120 PT 54.04 ( 60) Q 99.89 F=0 F 0.00 PE 0.12 CM T 13.00 0.0254 PF 0.33 58 59DQ 127.64 2.703 L 13.00 C=120 PT 54.49 ( 59) Q 227.53 F=0 F 0.00 PE 0.12 CM T 13.00 0.1164 PF 1.51 SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 4 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 68 58DQ -206.41 1.710 L 1.66 C=120 PT 56.12 ( 58) Q 21.12 F=T F 12.00 PE -0.72 RN T 13.66 0.0133 PF 0.18 103 68 1.710 L 87.84 C=120 PT 55.58 ( 68) Q 21.12 F=0/E F 6.00 PE 0.00 BL T 93.84 0.0133 PF 1.25 102 103 1.710 L 8.33 C=120 PT 56.83 (103) Q 21.12 F=0 F 0.00 PE 0.00 BL T 8.33 0.0133 PF 0.11 101 102DQ 42.26 1.710 L 8.33 C=120 PT 56.94 (102) Q 63.37 F=0 F 0.00 PE 0.00 BL T 8.33 0.1017 PF 0.85 28 101 1 710 L 100.00 C=120 PT 57.79 (101) Q 63.37 F=T,2EE,E F 24.00 PE 0.00 BL T 124.00 0.1017 PF 12.61 18 28 1.710 L 1.66 C=120 PT 70.40 ( 28) Q 63.37 F=T F 12.00 PE 0.72 RN T 13.66 0.1017 PF 1.39 17 18DQ 114.68 2.703 L 13.00 C=120 PT 72.51 ( 18) Q 178.05 F=0 F 0.00 PE 0.12 CM T 13.00 0.0740 PF 0.96 PT 73.59 ( 17) 114 115 1.710 L 8.33 C=120 PT 20.04 (115) Q 2.05 F=0 F 0.00 PE 0.00 BL T 8.33 0.0002 PF 0.00 113 114DQ 25.07 1.710 L 9.00 C=120 PT 20.04 (114) Q 27.12 F=0 F 0.00 PE 0.00 BL T 9.00 0.0212 PF 0.19 51 113DQ 25.19 1.710 L 6.50 C=120 PT 20.23 (113) Q 52.31 F=E F 6.00 PE 0.00 BL T 12.50 0.0713 PF 0.89 50 51DQ 25.30 1.710 L 8.42 C=120 PT 21.12 ( 51) Q 77.61 F=0 F 0.00 PE 0.00 CM T 8.42 0.1480 PF 1.25 PT 22.37 ( 50) 57 58 2.703 Q 206.41 CM L 13.00 C=120 PT 56.12 ( 58) F=0 F 0.00 PE 0.12 T 13.00 0.0972 PF 1.26 SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 5 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 56 57DQ -48.26 2.703 L 13.00 C=120 PT 57.50 ( 57) Q 158.15 F=0 F 0.00 PE 0.12 CM T 13.00 0.0594 PF 0.77 55 56DQ -49.43 2.703 L 13.00 C=120 PT 58.39 ( 56) Q 108.72 F=0 F 0.00 PE 0.12 CM T 13.00 0.0297 PF 0.39 54 55DQ -52.18 2.703 L 13.50 C=120 PT 58.90 ( 55) Q 56.54 F=0 F 0.00 PE 0.12 CM T 13.50 0.0089 PF 0.12 64 54 1.710 L 1.66 C=120 PT 59.14 ( 54) Q 56.54 F=T F 12.00 PE -0.72 RN T 13.66 0.0824 PF 1.13 24 64 1.710 L 204.50 C=120 PT 59.55 ( 64) Q 56.54 F=T,2EE,E/E F 30.00 PE 0.00 BL T 234.50 0.0824 PF 19.32 14 24 1.710 L 1.66 C=120 PT 78.87 ( 24) Q 56.54 F=T F 12.00 PE 0.72 RN T 13.66 0.0824 PF 1.13 PT 80.72 ( 14) 67 57 1.710 L 1.66 C=120 PT 57.50 ( 57) Q 48.26 F=T F 12.00 PE -0.72 RN T 13.66 0.0615 PF 0.84 27 67 1.710 L 204.50 C=120 PT 57.62 ( 67) Q 48.26 F=T,2EE,E/E F 30.00 PE 0.00 BL T 234.50 0.0615 PF 14.42 17 27 1.710 L 1.66 C=120 PT 72.04 ( 27) Q 48.26 F=T F 12.00 PE 0.72 RN T 13.66 0.0615 PF 0.84 16 17DQ 178.05 2.703 L 13.00 C=120 PT 73.60 ( 17) Q 226.32 F=0 F 0.00 PE 0.12 CM T 13.00 0.1153 PF 1.50 PT 75.22 ( 16) 66 56 1.710 L 1.66 C=120 PT 58.39 ( 56) Q 49.43 F=T F 12.00 PE -0.72 RN T 13.66 0.0642 PF 0.88 26 66 1 710 L 204.50 C=120 PT 58.55 ( 66) Q 49.43 F=T,2EE,E/E F 30.00 PE 0.00 BL T 234.50 0.0642 PF 15.05 SUBMITTAL SERIAL NO:2244HY1 02-20-2007 PAGE 6 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 16 26 1.710 L 1.66 C=120 PT 73.60 ( 26) Q 49.43 F=T F 12.00 PE 0.72 RN T 13.66 0.0642 PF 0.88 15 16DQ 226.32 2.703 L 13.00 C=120 PT 75.20 ( 16) Q 275.75 F=0 F 0.00 PE 0.12 CM T 13.00 0.1662 PF 2.16 PT 77.48 ( 15) 65 55 1.710 L 1.66 C=120 PT 58.90 ( 55) Q 52.18 F=T F 12.00 PE -0.72 RN T 13.66 0.0710 PF 0.97 25 65 1.710 L 204.50 C=120 PT 59.15 ( 65) Q 52.18 F=T,2EE,E/E F 30.00 PE 0.00 BL T 234.50 0.0710 PF 16.65 15 25 1.710 L 1.66 C=120 PT 75.80 ( 25) Q 52.18 F=T F 12.00 PE 0.72 RN T 13.66 0.0710 PF 0.97 14 15DQ 275.75 2.703 L 13.50 C=120 PT 77.49 ( 15) Q 327.93 F=0 F 0.00 PE 0.12 CM T 13.50 0.2290 PF 3.09 PT 80.70 ( 14) 4 5 3.314 L 32.00 C=120 PT 89.85 ( 5) Q 384.46 F=2E F 22.00 PE 0.00 FM T 54.00 0.1139 PF 6.15 3 4 3.314 L 22.00 C=120 PT 96.00 ( 4) Q 384.46 F=BFY F 15.00 PE 9.53 FR T 37.00 0.1139 PF 4.21 2 3 6.155 L 20.00 C=140 PT 109.74 ( 3) Q 384.46 F=2E F 26.00 PE 2.17 UN T 46.00 0.0042 PF 0.19 1 2 6.000 L 1.00 C=140 PT 112.10 ( 2) Q 384.46 F=DD1 F 0.00 PE 0.00 MA T 1.00 0.0048 PF 0.00 6" 350ADABGVIC DOUBLE CHECK DETECTOR ASSEMBLY 3.23 0 1 6.155 Q 384.46 UN L 20.00 C=140 PT 115.34 ( 1) F=T,GV F 47.00 PE 0.00 T 67.00 0.0042 PF 0.28 PT 115.62 ( 0) ''VELOCITY REPORT 02-20-2007 PAGE 1 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS 51 112 25.30 7.50 6.0 1.380 BN 5 14 384.46 9.50 20.0 2.703 NC 107 106 18.37 8.33 108 107 44.89 8.33 109 108 71.67 8.33 110 109 99.07 9.00 111 110 127.64 9.00 69 111 127.64 46.01 59 69 127.64 1.66 50 106 8.10 1.83 105 50 85.71 6.67 104 105 114.68 8.33 29 104 114.68 100.00 19 29 114.68 1.66 18 19 114.68 13.00 116 115 23.02 8.33 117 116 48.17 9.00 118 117 73.66 9.00 119 118 99.89 9.00 70 119 99.89 35.83 60 70 99.89 1.66 59 60 99.89 13.00 58 59 227.53 13.00 68 58 21.12 1.66 103 68 21.12 87.84 102 103 21.12 8.33 101 102 63.37 8.33 28 101 63.37 100.00 18 28 63.37 1.66 17 18 178.05 13.00 113 114 27.12 9.00 51 113 52.31 6.50 50 51 77.61 8.42 0.0 0.0 0.0 0.0 0.0 6.0 12.0 12.0 18.0 0.0 24.0 12.0 0.0 0.0 0.0 0.0 0.0 3.0 12.0 0.0 0.0 12.0 6.0 0.0 0.0 24.0 12.0 0.0 0.0 6.0 0.0 57 58 206.41 13.00 0.0 56 57 158.15 13.00 0.0 55 56 108.72 13.00 0.0 54 55 56.54 13.50 0.0 64 54 56.54 1.66 12.0 24 64 56.54 204.50 30.0 14 24 56.54 1.66 12.0 67 57 48.26 1.66 12.0 27 67 48.26 204.50 30.0 17 27 48.26 1.66 12.0 16 17 226.32 13.00 0.0 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 RN 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 RN 2.703 CM 1.710 1.710 1.710 1.710 1.380 1.710 2.703 2.703 1.710 1.710 1.710 1.710 1.710 1.710 2.703 1.710 1.710 1.710 BL BL BL BL BL RN CM CM RN BL BL BL BL RN CM BL BL CM 2.703 CM 2.703 CM 2.703 CM 2.703 CM 1.710 RN 1.710 BL 1.710 RN 1.710 RN 1.710 BL 1.710 RN 2.703 CM PRESSURES VEL 0.053 0.00 21.12 20.41 5.43 0.307 0.09 89.86 80.70 21.50 0.010 0.054 0.128 0.233 0.372 0.372 0.372 0.002 0.178 0.305 0.305 0.305 0.033 0.016 0.061 0.134 0.236 0.671 0.236 0.025 0.116 0.013 0.013 0.013 0.102 0.102 0.102 0.074 0.021 0.071 0.148 0.00 0.00 0.00 0.00 0.00 0.00 0.72 0.00 0.00 0.00 0.00 0.72 0.12 0.00 0.00 0.00 0.00 0.00 0.72 0.12 0.12 -0.72 0.00 0.00 0.00 0.00 0.72 0.12 0.00 0.00 0.00 0.097 0.12 0.059 0.12 0.030 0.12 0.009 0.12 0.082 -0.72 0.082 0.00 0.082 0.72 0.062 -0.72 0.062 0.00 0.062 0.72 0.115 0.12 22.43 22.88 23.94 26.03 29.37 48.70 54.50 22.37 26.76 29.30 67.10 71.98 72.53 20.17 20.72 21.93 24.05 50.09 54.04 54.49 56.12 55.58 56.83 56.94 57.79 70.40 72.51 73.59 20.23 21.12 22.37 57.50 58.39 58.90 59.14 59.55 78.87 80.72 57.62 72.04 73.60 75.22 22.34 2.57 22.43 6.27 22.88 10.01 23.94 13.84 26.03 17.83 29.37 17.83 48.70 17.83 22.34 1.13 22.37 11.97 26.76 16.02 29.30 16.02 67.10 16.02 71.98 6.41 20.04 20.17 20.72 21.93 24.05 50.09 54.04 54.49 56.12 55.58 56.83 56.94 57.79 70.40 72.51 20.04 20.23 21.12 3.22 6.73 10.29 13.95 21.43 13.95 5.58 12.72 2.95 2.95 2.95 8.85 8.85 8.85 9.96 3.79 7.31 10.84 56.12 11.54 57.50 8.84 58.39 6.08 58.90 3.16 59.14 7.90 59.55 7.90 78.87 7.90 57.50 6.74 57.62 6.74 72.04 6.74 73.60 12.65 VELOCITY REPORT 02-20-2007 PAGE 2 SOUTHCENTER SQUARE .20/1500 MOST DEMANDING AREA FROM TO FLOW LENGTH FITTING DIAM TYPE 66 56 26 66 16 26 15 16 49.43 49.43 49.43 275.75 1.66 12.0 204.50 30.0 1.66 12.0 13.00 0.0 65 55 25 65 15 25 14 15 52.18 52.18 52.18 327.93 1.66 204.50 1.66 13.50 12.0 30.0 12.0 0.0 1.710 RN 1.710 BL 1.710 RN 2.703 CM 1.710 RN 1.710 BL 1.710 RN 2.703 CM PSI/Ft S -LOSS PRESSURES VEL 0.064 -0.72 58.55 0.064 0.00 73.60 0.064 0.72 75.20 0.166 0.12 77.48 0.071 -0.72 59.15 0.071 0.00 75.80 0.071 0.72 77.49 0.229 0.12 80.70 58.39 6.91 58.55 6.91 73.60 6.91 75.20 15.42 58.90 7.29 59.15 7.29 75.80 7.29 77.49 18.33 4 5 384.46 32.00 22.0 3.314 FM 0.114 0.00 96.00 89.85 14.30 3 4 384.46 22.00 15.0 3.314 FR 0.114 9.53 109.74 96.00 14.30 2 3 384.46 20.00 26.0 6.155 UN 0.004 2.17 112.10 109.74 4.15 1 2 384.46 1.00 0.0 6.000 MA 0.005 0.00 112.10 112.10 6" 350ADABGVIC DOUBLE CHECK DETECTOR ASSEMBLY 3.23 4.36 0 1 384.46 20.00 47.0 6.155 UN 0.004 0.00 115.62 115.34 4.15 VELOCITY REPORT 02-20-2007 PAGE 1 SOUTHCENTER SQUARE .20/1500 EAST OF DEMANDING AREA I h is &reok I s lass besnosrktfl FROM TO FLOW LENGTH FITTING DIAM TYPE 'SI/Ft S -LOSS PRESSURES VEL 5 14 382.94 9.50 20.0 2.703 NC 0.305 0.09 108 107 19.67 8.33 109 108 46.55 8.33 110 109 73.71 9.00 111 110 101.56 9.00 69 111 130.61 46.01 59 69 130.61 1.66 50 106 33.99 1.83 114 115 24.76 8.33 113 114 49.74 9.00 51 113 75.09 6.50 50 51 75.09 8.42 105 50 109.07 6.67 104 105 109.07 8.33 29 104 109.07 100.00 19 29 109.07 1.66 18 19 109.07 13.00 117 116 25.02 9.00 118 117 50.02 9.00 119 118 75.38 9.00 70 119 101.51 35.83 60 70 101.51 1.66 59 60 101.51 13.00 58 59 232.12 13.00 68 58 21.71 1.66 103 68 21.71 87.84 102 103 63.46 8.33 101 102 63.46 8.33 28 101 63.46 100.00 18 28 63.46 1.66 17 18 172.53 13.00 0.0 0.0 0.0 0.0 6.0 12.0 12.0 0.0 0.0 6.0 0.0 18.0 0.0 24.0 12.0 0.0 0.0 0.0 0.0 3.0 12.0 0.0 0.0 12.0 6.0 0.0 0.0 24.0 12.0 0.0 57 58 210.41 13.00 0.0 56 57 160.94 13.00 0.0 55 56 110.45 13.00 0.0 54 55 57.34 13.50 0.0 64 54 57.34 1.66 12.0 24 64 57.34 204.50 30.0 14 24 57.34 1.66 12.0 67 57 49.47 1.66 12.0 27 67 49.47 204.50 30.0 17 27 49.47 1.66 12.0 16 17 222.00 13.00 0.0 66 56 50.49 1.66 12.0 26 66 50.49 204.50 30.0 16 26 50.49 1.66 12.0 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 RN 1.710 BL 1.710 1.710 1.710 1.710 1.710 1.710 1.710 1.710 2.703 1.710 1.710 1.710 1.380 1.710 2.703 2.703 1.710 1.710 1.710 1.710 1.710 1.710 2.703 BL BL BL CM BL BL BL RN CM BL BL BL BL RN CM CM RN BL BL BL BL RN CM 2.703 CM 2.703 CM 2.703 CM 2.703 CM 1.710 RN 1.710 BL 1.710 RN 1.710 RN 1.710 BL 1.710 RN 2.703 CM 1.710 RN 1.710 BL 1.710 RN 0.012 0.058 0.134 0.243 0.388 0.388 0.032 0.018 0.065 0.139 0.139 0.278 0.278 0.278 0.278 0.030 0.018 0.066 0.140 0.691 0.243 0.026 0.121 0.014 0.014 0.102 0.102 0.102 0.102 0.070 0.101 0.061 0.031 0.009 0.084 0.084 0.084 0.00 0.00 0.00 0.00 0.00 0.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.72 0.12 0.00 0.00 0.00 0.00 0.72 0.12 0.12 -0.72 0.00 0.00 0.00 0.00 0.72 0.12 0.12 0.12 0.12 0.12 -0.72 0.00 0.72 0.064 -0.72 0.064 0.00 0.064 0.72 0.111 0.12 89.12 23.04 23.52 24.73 26.92 47.08 53.10 23.39 19.90 20.48 22.22 23.39 30.24 32.55 67.00 71.51 72.02 19.91 20.50 21.76 48.59 52.63 53.09 54.78 54.25 55.56 56.41 57.26 69.91 72.02 73.05 56.22 57.14 57.66 57.90 58.33 78.15 80.02 56.38 71.46 73.06 74.63 0.067 -0.72 57.32 0.067 0.00 72.98 0.067 0.72 74.61 80.03 21.41 22.94 2.75 23.04 6.50 23.52 10.30 24.73 14.19 26.92 18.25 47.08 18.25 22.95 4.75 19.75 19.90 20.48 22.22 23.39 30.24 32.55 67.00 71.51 19.75 19.91 20.50 21.76 48.59 52.63 53.09 54.78 54.25 55.56 56.41 57.26 69.91 72.02 3.46 6.95 10.49 10.49 15.24 15.24 15.24 15.24 6.10 3.50 6.99 10.53 21.77 14.18 5.68 12.98 3.03 3.03 8.87 8.87 8.87 8.87 9.65 54.79 11.76 56.22 9.00 57.14 6.18 57.66 3.21 57.90 8.01 58.33 8.01 78.15 8.01 56.22 6.91 56.38 6.91 71.46 6.91 73.06 12.41 57.13 7.05 57.32 7.05 72.98 7.05 VELOCITY REPORT 02-20-2007 PAGE 2 SOUTHCENTER SQUARE .20/1500 EAST OF DEMANDING AREA -Th t s Areq Is Less i)emod inc.( FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/F,. S -LOSS PRESSURES VEL 15 16 272.49 13.00 0.0 2.703 CM 0.162 0.12 76.84 74.61 15.24 65 55 25 65 15 25 14 15 53.11 1.66 12.0 53.11 204.50 30.0 53.11 1.66 12.0 325.60 13.50 0.0 1.710 RN 1.710 BL 1.710 RN 2.703 CM 0.073 -0.72 57.92 0.073 0.00 75.13 0.073 0.72 76.85 0.226 0.12 80.02 57.64 7.42 57.92 7.42 75.13 7.42 76.85 18.20 4 5 382.94 32.00 22.0 3.314 FM 0.113 0.00 95.22 89.11 14.24 3 4 382.94 22.00 15.0 3.314 FR 0.113 9.53 108.93 95.22 14.24 2 3 382.94 20.00 26.0 6.155 UN 0.004 2.17 111.29 108.93 4.13 1 2 382.94 1.00 0.0 6.000 MA 0.005 0.00 111.29 111.29 6" 350ADABGVIC DOUBLE CHECK DETECTOR ASSEMBLY 3.26 4.35 0 1 382.94 20.00 47.0 6.155 UN 0.004 0.00 114.83 114.55 4.13 VELOCITY REPORT 02-20-2007 PAGE 1 SOUTHCENTER SQUARE .20/1500 WEST OF DEMANDING AREA -Th Avrec\ I4, Less 0.2.TVIWC\ WIcT" FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES VEL 51 112 25.30 7.50 6.0 1.380 BN 0.053 0.00 21.12 20.41 5.43 5 14 396.01 9.50 20.0 2.703 NC 113 114 13.44 9.00 51 113 38.86 6.50 50 51 64.16 8.42 107 106 32.21 8.33 108 107 58.63 8.33 109 108 85.48 8.33 110 109 113.18 9.00 111 110 113.18 9.00 69 111 113.18 46.01 59 69 113.18 1.66 105 50 58.23 6.67 104 105 85.75 8.33 29 104 114.10 100.00 19 29 114.10 1.66 18 19 114.10 13.00 0.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 6.0 12.0 18.0 0.0 24.0 12.0 0.0 103 102 8.92 8.33 0.0 68 103 8.92 87.84 6.0 58 68 8.92 1.66 12.0 101 102 30.82 8.33 0.0 28 101 70.66 100.00 24.0 18 28 70.66 1.66 12.0 17 18 184.76 13.00 0.0 115 114 11.96 8.33 0.0 116 115 37.37 8.33 0.0 117 116 62.98 9.00 0.0 118 117 89.14 9.00 0.0 119 118 89.14 9.00 0.0 70 119 89.14 35.83 3.0 60 70 89.14 1.66 12.0 59 60 89.14 13.00 0.0 58 59 202.32 13.00 0.0 57 58 211.25 13.00 0.0 56 57 161.93 13.00 0.0 55 56 111.37 13.00 0.0 54 55 57.94 13.50 0.0 64 54 57.94 1.66 12.0 24 64 57.94 204.50 30.0 14 24 57.94 1.66 12.0 67 57 49.32 1.66 12.0 27 67 49.32 204.50 30.0 17 27 49.32 1.66 12.0 1.710 1.710 1.710 1.710 1.710 1.710 1.710 1.710 1.710 1.710 BL BL CM BL BL BL BL BL BL RN 1.710 BL 1.710 BL 1.710 BL 1.710 RN 2.703 CM 1.710 BL 1.710 BL 1.710 RN 1.710 BL 1.710 BL 1.710 RN 2.703 CM 1.710 1.710 1.710 1.710 1.710 1.380 1.710 2.703 2.703 2.703 2.703 2.703 2.703 1.710 1.710 1.710 BL BL BL BL BL BL RN CM CM CM CM CM CM RN BL RN 1.710 RN 1.710 BL 1.710 RN 0.325 0.09 86.78 77.11 22.14 0.006 0.041 0.104 0.029 0.088 0.177 0.298 0.298 0.298 0.298 0.087 0.178 0.302 0.302 0.032 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.72 0.00 0.00 0.00 0.72 0.12 0.003 0.00 0.003 0.00 0.003 0.72 0.027 0.124 0.124 0.079 0.005 0.038 0.101 0.191 0.191 0.543 0.191 0.021 0.094 0.101 0.062 0.031 0.009 0.086 0.086 0.086 0.00 0.00 0.72 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.72 0.12 0.12 0.12 0.12 0.12 0.12 -0.72 0.00 0.72 0.064 -0.72 0.064 0.00 0.064 0.72 20.61 21.13 22.01 22.27 23.00 24.47 27.15 29.83 45.30 50.08 24.15 25.63 63.07 67.91 68.45 50.40 50.65 51.41 50.60 66.03 68.45 69.60 20.60 20.92 21.83 23.55 25.27 46.37 49.70 50.09 51.43 52.87 53.80 54.32 54.57 55.03 75.24 77.14 53.00 68.01 69.60 20.56 20.61 21.13 22.03 22.27 23.00 24.47 27.15 29.83 45.30 1.88 5.43 8.96 4.50 8.19 11.94 15.81 15.81 15.81 15.81 22.00 8.13 24.15 11.98 25.63 15.94 63.07 15.94 67.91 6.38 50.38 1.25 50.40 1.25 50.65 1.25 50.38 4.31 50.60 9.87 66.03 9.87 68.45 10.33 20.56 20.60 20.92 21.83 23.55 25.27 46.37 49.70 50.09 51.43 52.87 53.80 54.32 54.57 55.03 75.24 1.67 5.22 8.80 12.45 12.45 19.12 12.45 4.98 11.31 11.81 9.05 6.23 3.24 8.09 8.09 8.09 52.85 6.89 53.00 6.89 68.01 6.89 VELOCITY REPORT 02-20-2007 PAGE 2 SOUTHCENTER SQUARE .20/1500 WEST OF DEMANDING AREA -TN3 hrea \s less idly FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S-LOSS PRESSURES VEL 16 17 234.07 13.00 0.0 2.703 CM 0.123 0.12 71.32 69.60 13.09 66 56 26 66 16 26 15 16 50.56 50.56 50.56 284.63 1.66 204.50 1.66 13.00 65 55 53.43 25 65 53.43 15 25 53.43 14 15 338.06 1.66 204.50 1.66 13.50 12.0 30.0 12.0 0.0 12.0 30.0 12.0 0.0 1.710 RN 1.710 BL 1.710 RN 2.703 CM 1.710 RN 1.710 BL 1.710 RN 2.703 CM 0.067 -0.72 53.97 0.067 0.00 69.68 0.067 0.72 71.32 0.176 0.12 73.73 0.074 -0.72 54.58 0.074 0.00 71.98 0.074 0.72 73.71 0.242 0.12 77.10 53.77 7.06 53.97 7.06 69.68 7.06 71.32 15.91 54.29 7.46 54.58 7.46 71.98 7.46 73.71 18.90 4 5 396.01 32.00 22.0 3.314 FM 0.120 0.00 93.27 86.77 14.73 3 4 396.01 22.00 15.0 3.314 FR 0.120 9.53 107.25 93.27 14.73 2 3 396.01 20.00 26.0 6.155 UN 0.004 2.17 109.62 107.25 4.27 1 2 396.01 1.00 0.0 6.000 MA 0.005 0.00 109.62 109.62 6" 350ADABGVIC DOUBLE CHECK DETECTOR ASSEMBLY 3.06 4.49 0 1 396.01 20.00 47.0 6.155 UN 0.004 0.00 112.97 112.68 4.27 SMITH FIRE SYSTEMS, INC. JOB NO. TC6226 SOUTHCENTER SQUARE BLDG. N SYSTEM # 1 WET AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .20 GPM / 1500 SQ. FT. 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co OD ISd NI 31:If1SSMId .11 A O nx 0 z w 2 J 0 VELOCITY REPORT 02-20-2007 PAGE 1 SOUTH CENTER SQUARE .2/1500 SQ FT AUXILLARY CALCULATIONS FROM TO FLOW LENGTH FITTING DIAM TYPE 114 115 113 114 112 113 111 112 47 111 22.10 44.29 66.79 89.94 114.19 8.50 8.50 8.50 8.50 1.29 109 110 108 109 107 108 106 107 46 106 22.21 44.51 67.12 90.39 114.76 8.50 8.50 8.50 8.50 1.29 104 105 45 104 0.0 0.0 0.0 0.0 12.0 0.0 0.0 0.0 0.0 12.0 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 1.710 BN 27.67 8.50 0.0 1.710 BN 55.44 1.29 12.0 1.710 BN 103 47 27 103 17 27 23.04 32.00 12.0 50.16 212.00 48.0 50.16 1.88 12.0 102 46 26 102 16 26 25.49 8.00 12.0 52.56 212.00 36.0 52.56 1.88 12.0 101 45 25 101 15 25 21.88 8.00 12.0 50.40 212.00 36.0 50.40 1.88 12.0 37 38 39 49 29 19 18 47 37 38 39 49 29 19 91.15 83.13 41.47 41.47 41.47 41.47 41.47 1.88 13.00 13.00 1.88 244.00 1.88 13.00 36 46 35 36 12.0 0.0 0.0 12.0 60.0 12.0 0.0 1.710 BL 1.710 BL 1.710 RN 1.710 BL 1.710 BL 1.710 RN 1.710 BL 1.710 BL 1.710 RN 1.710 RN 2.703 CM 2.703 CM 1.710 RN 1.710 BL 1.710 RN 2.703 CM 89.27 1.88 12.0 1.710 RN 97.29 13.00 0.0 2.703 CM 35 34 33 43 20 45 35 34 33 43 33.56 130.85 82.26 82.26 82.26 1.88 13.50 13.50 1.88 60.00 48 28 18 17 16 15 38 48 28 18 17 16 41.66 41.66 41.66 83.13 133.29 185.85 12.0 0.0 0.0 12.0 12.0 1.88 • 12.0 244.00 60.0 1.88 12.0 13.00 0.0 13.00 0.0 13.00 0.0 1.710 RN 2.703 CM 2.703 CM 1.710 RN 1.710 BL 1.710 RN 1.710 BL 1.710 RN 2.703 CM 2.703 CM 2.703 CM PSI/Ft S -LOSS PRESSURES VEL 0.014 0.052 0.112 0.194 0.302 0.015 0.053 0.113 0.196 0.305 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.69 16.14 17.09 18.74 22.76 15.85 16.30 17.26 18.93 22.99 15.57 3.09 15.69 6.19 16.14 9.33 17.09 12.56 18.74 15.95 15.73 3.10 15.85 6.22 16.30 9.38 17.26 12.63 18.93 16.03 0.022 0.00 24.60 24.41 3.86 0.079 0.00 25.66 24.60 7.74 0.016 0.00 0.066 0.00 0.066 0.81 0.019 0.00 0.072 0.00 0.072 0.81 0.014 0.00 0.067 0.00 0.067 0.81 0.199 0.81 0.018 -0.12 0.005 -0.12 0.046 -0.81 0.046 0.00 0.046 0.81 0.005 0.12 23.46 40.62 42.35 23.37 41.23 43.04 25.93 42.45 44.18 26.35 26.47 26.41 26.24 40.35 41.80 41.98 22.77 3.22 23.46 7.01 40.62 7.01 22.99 3.56 23.37 7.34 41.23 7.34 25.65 3.06 25.93 7.04 42.45 7.04 22.77 12.73 26.35 4.65 26.47 2.32 26.41 5.79 26.24 5.79 40.35 5.79 41.80 2.32 0.192 0.81 26.46 22.99 12.47 0.024 0.12 26.89 26.46 5.44 0.031 0.81 0.042 0.12 0.018 0.12 0.165 -0.81 0.165 0.00 0.047 0.047 0.047 0.018 0.043 0.080 -0.81 0.00 0.81 0.12 0.12 0.12 26.90 27.58 27.94 29.42 41.29 26.31 40.54 42.00 42.36 43.04 44.20 25.65 4.69 26.90 7.32 27.58 4.60 27.94 11.49 29.42 11.49 26.47 5.82 26.31 5.82 40.54 5.82 42.00 4.65 42.36 7.45 43.04 10.39 VELOCITY REPORT 02-20-2007 PAGE 2 SOUTH CENTER SQUARE .2/1500 SQ FT AUXILLARY CALCULATIONS FROM TO FLOW LENGTH FITTING DIAM TYPE 14 15 236.25 13.50 0.0 2.703 CM 44 34 48.59 1.88 12.0 24 44 48.59 220.00 48.0 14 24 48.59 1.88 12.0 5 14 284.84 9.50 20.0 23 20 40.50 160.00 24.0 13 23 40.50 1.88 12.0 12 20 41.76 173.00 30.0 13 12 41.76 13.50 0.0 5 13 82.26 4.00 20.0 4 5 367.10 32.00 22.0 3 4 367.10 22.00 15.0 2 3 367.10 20.00 26.0 1 2 367.10 1.00 0.0 6" 350ADABGVIC 0 1 367.10 20.00 47.0 1.710 RN 1.710 BL 1.710 RN 2.703 CM 1.710 BL 1.710 RN 1.710 BL 2.703 CM 2.703 CM 3.314 FM 3.314 FR 6.155 UN PSI/Ft S -LOSS PRESSURES VEL 0.125 0.12 46.00 44.20 13.21 0.062 0.062 0.062 0.176 -0.81 0.00 0.81 0.09 27.64 44.31 45.98 51.27 27.59 6.79 27.64 6.79 44.31 6.79 45.98 15.93 0.044 0.00 49.46 41.29 5.66 0.044 0.81 50.89 49.46 5.66 0.047 0.12 0.005 -0.12 0.018 -0.03 0.105 0.00 0.105 9.53 0.004 2.17 50.95 41.29 50.90 50.95 51.29 50.90 56.94 51.29 70.34 56.94 72 69 70 34 5.83 2.33 4.60 13.65 13.65 3.96 6.000 MA 0.004 0.00 72.69 72.69 DOUBLE CHECK DETECTOR ASSEMBLY 3.49 4.17 6.155 UN 0.004 0.00 76.44 76.18 3.96 0 4 ta t'' NF l7 U lie Z W Z O04 W UN Z PrO RI 4W o W SQQ�}a .mw o m .7 y1 ...> U 7 cu. - .0 �rrr777�Y N O cOJ QO¢ 1-- NS L W p Ol Nw Sa,4 SIJ m p. wJZ 4xi on LY 1d y NNW ,,ias1W aX 'OX a Z, 'S"Z Fi w''1.2 Q W u t. 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' ,' il>a at "i'' 0" eLv>+i - /6/0 ` 3 TY Oe (S 4C4C 4id0 /✓ gat) COKJetzt 79f0a el -14 - !�G 4 044-3 Gay. 5 !/1'i 0 a c„). P 0 Alr (23 - icy P 'nzLc,c's i- ow 8.-c-)40,4H.p5r 4-7--ro nd • JO' t?`" ,t? A COVarrvI-C t L 4-c'%_ Cid- ,e -r Ara.. S T•ro iir/ Ori 04t f ,../ P,aTh' o, ►�-� 5 5 u C/J It " cG.o ss w& % &Lcf Ak6 c,„,;'-/ry_- ivoz.Z -b'ga -)M fi A'- uCoy 4044-A cal ;got; /�'oZz (';E'� () CLS f, roil .> ya "ash 41 Ale; o/c" i (b ', y`/ J�ozy LJ 0 C -i's 1 60aG- 79f/?ii 6,p . i bty31Grt ri4 P/12 cr (i) SA,A = 0b '-#-/ a/'- ' %l 1�j+R ,� � 4 4-604%-�+• c�� '3 /' "- ray 1 r7/ o c? 46 14 g e_AiT -A _ �'.e rl Y Zvi t+ - 4c . i !(}14, C'41 19 i u -As _, -94e/.,8 c 4sa 0704- “.'/- y- 7 G__ o nett-to-Aerie/2 kgs- c44(itr go4,11,..47)1507 crbf4', 1:y1Pe 6cift/ff%`2d !.) P o - aw> ' ,a6,3J> psi► .d'o SZ 0� 1 -415 -t -a i/- 96 b/- s c{ o264.- 4,Sb' yds- 39 i- //iL co Ti d 2 rbc-ZGe ; rrvaz txrc_ I - oMP Gc /S6' D _ �r • /.C.t. a- L. U i ete*.te - /C (L 11 /4/4" 0.1 (3J - Da m i8 rj le I e ii011,4,ft4 TY1-r sly,?tc 5 ,/ +oc?y `''. (/1 L/-B/,rtwcrt- /2/} v Atec4d•0 0#04.0,4i es PAID Tukwila Fire • ACCEPTED L3 Without Comments Li As Noted in Red 13 Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current aty 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, defeiens or revisions to these drawings after 1 this date waiI l void this acceptance and wilt require a i. resubmittaf Of revised 4wiilgs for subsequent approval Final acceptance is subject to field test and inspection by The Tukwila Fre Prevention Bureau. Date: `I'I4-c'9 Ey: AlivNs I ( 1 I W1LA FIRE DEPARTM1216, Please call: 575-4407 and give this job No. oq-H- and exact address for shut• Iawn or restoration approval. FILE C 'Y r 2 FINISHED FLOOR -� z 2 LENS EXISTING RISER SIDEWALL r1 OPERATABLE AREA FINISHED FLOOR �\ SIDEWALL SPACING DETAILS N.T.S. TO CENTRAL STATI O N REMOTE ANNUNCIATOR MCDia. fA-tor; P FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC S (DEDICATED CKT.) Farenhyt I FP-- 100 qp4 DUAL DIALER SILENT KNIGHT NAC -1 #16/2 NAC -2 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017. 110cd ® m m®®® m m a a a a a a a 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 a a a a a a a a a a a a a a a 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 BELL EOL .202ma .031 ma M 15cd kTh- 1 BATTERY BATTERY 12V-12AH t2Vh12AH FIRE ALARM SIGNAL EXPANDER INSILENT KNI ;Hr MODEL 5490 NAC -1 #14/2 95cd .066ma 115cd NAC -2 � l 1 L_. rm M M 15cd .194ma 115cd .218ma 185cd NAC -3 15cd .066ma 115cd .218ma 185cd .297ma 115cd NAC -4 15cd .066ma .218ma 15cd .066ma 75cd 75cd EOL .176ma .176ma 185cd 95cd .297ma 185cd .218ma 75cd #14/2 120 VAC r 1 (DEDICATED CIR.) .297ma 185cd .297ma 75cd EOL .176ma .176ma .297ma .194ma 185cd EOL .297ma 120 VAC c (DED;CATED CKT.) 15cd 185cd EOL .066ma .066ma .297ma r 1-33:051 33:050 33:049 33:048 IF-C� C fm- J L_ J FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WARNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT FSE 0 CEILING MOUNTED HORN -STROBE 4 PC2R SYSTEM SENSOR STROBE 2 SR SYSTEM SENSOR X MANUAL PULL STATION 1 IDP -PULL SILENT KNIGHT F FIRE ALARM LEGEND N.T.S. 0'-4" MIN. CEILING t ACCEPTABLE HERE NEVER HERE TOP OF DETECTOR ACCEPTABLE HERE NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. L_ FIRE ALARM SIGNAL EXPANDER 112 rsn MODEL 5499 NAC -1 15cd NAC -2 15cd .066ma NAC -3 15cd .066ma 185cd .066ma 75cd .265ma .176ma 185cd EOL CIRCUIT 1 .265ma 15cd 15cd 15cd 15cd 15cd 15cd 15cd 15cd 3x xt xt zt lx xt C .066ma .066ma .066ma .066ma .066ma .066ma .066ma .066ma .066ma .066ma .176ma 15cd 15cd 75cd ® ® EOL CIRCUIT 2 NAC -4 115cd 15cd 15cd 110cd 0 .218ma .066ma .066ma .202ma .176ma 75cd 15cd BATTERY 12V-7AH BATTERY 12V-7AH #14/2 L J 15cd .066ma FIRE ALARM RISER 75cd .066ma N.T.S. 30cd .176ma .107ma 30cd 110cd .107ma .212ma T J z 2 0 SIDEWALL D SII EN'T' KNICH' Giobd[Pro ject Values: Project Name: Project ID: Prepared By Dater IPANDA EMPRESS IFA7172 1LEON PARKS 112/5/2007 ndby Hours: 24 Alarm Mins:., Derating Factor: 1.2 Voltage Drop Warning' Threshold %. 10 Configure 5499(s): 11111111131111111 Print 5499 Detail Print Circuits Detail Edit Deuce Database 5499 (1) Panel ID: 15499(1) Location: SUITE 108 Ckt. Circuit Name'. 5499(1) Circuit 1 cfg. 5499(1) Circuit 2 cfg. 5499(1) Circuit 3 cfg. 5499(1) Circuit 4 cfg. 5499(1) Aux Power Out cfg.' 5499 Power Expander Model: Silent Kni Volts: 24 VDC" Current Dr Standby Draw Wire AW • G 0.000 0.000 0.000 0.000 0.000 0.075 Max Circuit Current: 3 Amps Max Panel Current: 9 Amps: " Ohms Per Length(ft) Actual Volts @ Alarm' &Type. 1000 Ft. One -Way Ohms EOL 0.852 #14 Solid 2.52 0.818 #14 Solid 2j 2.52 0.728 #14Solid .. 2.52 0.734 #14 Solid -1 2.52 0.000 #12 Sorid 1.59 0.205 3.132 240 130 170 132 1.21 0.66 0,86 0.67 0.00 19.37 19.86 19.78 19.91 20.40 %Drop 5.05% 2.63% 3.06% 2.39% 0.00% (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 3.337 Total Alarm Curren (Amps) ridby Time In Hours 24 0.083 Alarm Time In Minutes 160 (5 Mins) Total Standby AH Required 1.800 0.278 Total Alarm AH Required Total Combined AH Required 2.08 Multiply By The Derating Factor 1,20 Minimum Battery AmpHours Required 2.49' A Top A Wire resistances are based upon an ambient terrperature of 72 degrees F. Because of the ninlrl'el difference between solid and stranded wire no differential was rade. Project Information Project Name: PANDA EXPRESS Prepared By: LEON PARKS Project ID: FA7172 Date: 12/5/2007 Ckt, Number. 1 Ckt. Name: 5499(1) Circuit 1 Qty Deice Panel ID: 5499(1) Max Circuit Current: Current Draw Each • Standby Alarm Current Draw Total Standby Alarm 3 SR/15 0,000 0.066 0.000 0,198 2 PC2R/115 . 0.000 • 0.218 0.000 0.436 1 P2R/115 0.000 0.218' s 0.000 0.218 Unused 7 0.000 0.000 0.000 0.000 0000 0.oi < Retum To Power Supply Config Edit Deice Database Ckt. Number 2 Ckt. Name: 5499(1) Circuit 2 Qty Totals Panel ID: 5499(1) Max Circuit Current• 0.000 0.852 Current Draw Each Standby " Alarm Amps urrent'.Draw Total tandby" Alarm 10 SR/15 0:000' 0.660 1 SR/75 0.158: 0.000 0.158 SR/30 0 000 0.094. 0.000 0.000' SR/15 7 O. 0.066 0.000 0.000 0.000 0.000 < Retum To Power Supply Config Edit Deice Database Ckt. Number. 3 Ckt. Name: 5499(1) Circuit 3 Qty Del+tce Totals Panel ID: 5499(1) Max Circuit Current 3 Amps 0.000 0.818 Current Draw Each Standby Alarm Current Draw Total Standby Alarm 2 SR/15 0.000 0.000 0.132 1 SR/110 000 0.202 0.000 0.202 1 P2R/75 . .000 0.176 0.000 0.176 1 PC2R/115 . 0.000 0.218 0.0C 0.218 0.000 0.000 < Retum To Power Supply Config Edit Deice Database Totals 0.000 0.728 Ckt. Number: 4 Ckt, Name: 5499(1) Circuit 4 Qty Deice' Panel ID: 5499(1) Max Circuit Current: Current Draw Each Standby Alarm 3;Ampsi Current Draw Total Standby;"'Alarm• 2 SR/15 0.000 .066 0.000 0.132 2 PC2R/30 . 0.000 0.107; 0.000 0.214 1 PC2R/75 . 0.000 0.176 0.000 0,176 1 PC2R/110 0.000 0.212 0.000 0.212 I 0.000 0, 000 < Retum To Power Supply Config 1 Edit Deice Database Totals FIRE ALARM CALC 0.000 0.734 N.T.S. SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLENISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THEN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR CONGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. 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 SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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. 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 TIED TO GROUND ONLY AT THE FACP. CCEPTE -Vyithout Comments • As Noted In Red O Per The Attached Lefter These plans have been reviewed by The Tukwila Fire PreventiOn Bureau for conformance with current city standards. Acceptance is '6' ubjec,1 to errors and omissions which do not authorize violations of adopted standards and orziinances. Th,e responsibility for the adequacy of design totally Yith the designer. Additions, deletions or rvisions to these drawings atter this date void this..acceptanee ?.tici 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. NOTECE A coompieted, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testng of any Fire Alarm and tection Systems. Failure of test will result in a Re-inspeotion Fee and termination of the testing. FILE nd give this job UAL ORT Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to sthedule your inspections a minimum of 43 hours in advance of the date you want an PAni affil ,.1.1i-kwila Fire PARCEL# 2623049117 REVISIONS DESCRIPTION LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH 0 CC 03 I- 0 30 cs 0012 0 p_10 PROJECT MANAGER : KYLE HERBEL 0 co 0 0 (9 0 Li- Ill 0 LLI a. EL - -J vt FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 cc cc 1.11 CD a; -9 c2 8 DESIGNER: LEON PARKS DATE: 12/5/07 AHJ TUKWILA FA7172 FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WARNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT FSE cC CEILING MOUNTED HORN -STROBE 4 PC2R SYSTEM SENSOR STROBE 2 SR SYSTEM SENSOR X MANUAL PULL STATION 1 IDP -PULL SILENT KNIGHT I 1 FIRE ALARM LEGEND N.T.S. 110cd DINING EOL ieo NAC -2 CKT-4 N FIRE ALARM PLAN 0 8 16 SCALE 1/8"=1'-0" FLAG NOTES: EXISTING DEVICE SITE PLAN N.T.S. (1) PARCEL# 2623049117 REVISIONS DESCRIPTION m 0 z LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH U z z 0 U0 CC MJ V , W z�ct 03 CI voo 0°z Ow 001-- m OcmN a. PROJECT MANAGER : KYLE HERBEL N 70 o N COCJ CO N N 00 LO UJ w 0IL Ili 0LI- ▪ LU 0_ 1- w 0) C..5 J J 0 1-7 Z CCOO W .1- M CD (12 Q • CA N = 0) M¢�0 I-4az Cf) CD 0 w Wr 1 I- z 0 CD Ltk FAX: ( 253) 926 - 2350 a a 0 Iz DESIGNER: LEON PARKS DATE: 12/5/07 AHJ TUKWILA JOB # FA7172 SHEET # FA 2 OF 2 1 I 1T5 DININGROOM N i A 17-0 - - 1 TCTAPE Y" - j (.7 I t � � )/GREETING i / GWB� 0'-6' Fid m AF.F. = s KRCHEN ACT 1047 AF.F. 10 MEN'S ROOM I� GWB 7-4' I -I AF.F. T- s }= u WOMEN'S ROOM GWB 7-4' AF.F. WALKIN COOLER WORK ROOM ACT 10'-0' //i --NEW STRAP ON / EXISTING BRANCH UNE /-NEW 1(0-3) UNO / 8 NEW 1' 9011 f _ NEW 1' 901L 1' PE:11LAN NEW INSTITUTIONAL FLEX DROP LENGTH PER PLAN NEW SSP SPRINKLER FLEX DROP DETAIL '50' HANGER LEGEND SPRINKLER PLAN 0 4 8 SCALE 1/4'-'1,0" FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH UNES ARE INSTALLED AT APPROXIMATELY 27-0' AFF. 2. ALL HANGERS ARE TO BE TYPE 'CP UNO. 3. SEND 20' OF BULK 3/8' ATR FOR CTS HANGER RODS 4. NEW SPRINKLERS IN ACT CEIUNGS IN THE DINNING AREA ARE TO BE CENTERED IN THE 2x2 DIMENSION OF THE CEIUNG TILES. NEW 1' ARMOVER PER PLAN NEW STRAP ON EXISTING BRANCH UNE 1 1 DROP PER PLAN INSTALL DRY SSP INTO A 1' TEE W/ A PLUG -- NEW DRY SSP SPRINIQER W/ 2PC CANOPY A=18' DRY SSP DETAIL SPRINKLER LEGEND METAL DECK (2)1'x1/4'1 TEK SCREW TOLCO FIG. 78 3/8' CEIUNG PLATE 3/6' ATR ^HANGER RING HANGER DETAIL 'CP' ABBREVIATIONS SYMBOL LEGEND ACCEPTED O Without Comments 1Ur As Noted In Red 0 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 {,tanciaras and orclnances. The responsibility for the adequacy of d : ign rests totally with the designer. Ili cil , IMI +ions or revisions to these drawings atter ;; da7 %,,. ' ‘jr.-;Ci this acceptance sand will require a :..submnittai c: Io Tired drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. [Date: I -0-7By: Ali'-x� � -- l7Lydr re VL; re k M FIKWILA FIRE DEPARTMEN% Please call: 575.4407 - and give this job No. 67-S-7Li and exact address for shut. QOWn or r4storation apnrov 4 REVISIONS SEE HANGER DETAIL 'CP' SYM MANUFACTURER S.I.N. TYPE MODELrims, I �,:,f°" EXISTING UNCHANGED SSU 12' 155° NEW 4, e RELIABLE RELIABLE R5714 DRY SSP F3QR CHR CHR F3 12 288 2 03815 REC SSP F1 FR CHR CHR F1 12' 1/T 155 24 TOTAL NEW THIS SHELT 28 ATF BIH BCD BOP B OT CTS FO IFOYI OFOW NAS UNO ABO1E RNSHED ROOK 807108 OF BEAN B OTTOM OF DEO( BOTTOM OF JOIST 001108 OF PIRG B OTTOM OF 11500 CUE TO SUR FEW CODER INSIDE FACE OF WALL ORSCE FACE OF WALL NO AUTO. SPONGERS UNLESS NOT® OOERW E CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH GENERAL NOTES 1. AIL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WATER/PPE uPAcnr IN 061.1. 19 1 40 0.133 1.049 THREADED. COT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED. PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END (FOR NET WELDING) 2.448 0.125 2 EDDYFLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.458 0.202 212 EDDY FLAW 0.083 2.729 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END (FOR BUTTWELLNNG) 8.528 0.458 4 EDDY FLOW 0.101 4.318 ROLL GROOVED. PLAIN ENO (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 17.300 1.144 8 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1.849 B 10 0.188 8.249 ROLL GROOVED. PLAIN END (FOR BUR WELDING) 40.080 2.78 '• WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW PANDA EXPRESS T.I. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH LINES WITH STRAP TEES WILL BE INSTALLED BELOW THE NEW CEILINGS. DRY SSP SPRINKLERS WILL BE INSTALLED IN THE WALKIN COOLER AND FREEZER. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. 2. NEW SPRINKLERS INSTALLED IN ACT CEILING TILES WILL BE CENTERED IN THE 2x2 PORTION OF THE TILES. EXCLUSIONS: 1. PAINTING OF PIPE. 2. ADDITIONAL UPRIGHT SPRINKLERS FOR FULL HEIGHT WALLS BEYOND WHAT IS INDICATED ON THIS PLAN. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 6. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED - UNO) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RESTAURANT AREAS: ORDINARY HAZARD II DENSITY IS .20 GPM / 900 SQ. FT. THE NEW DESIGN CRITERIA ARE LESS DEMANDING THAN THE EXISTING SHELL DESIGN CRITERIA THEREFORE NO __...- NEW HYDnAI JLIC CALCSILATInNS ARF- NECESSARY.. _ NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptanc Testing of any Fire Alarm and Detection Systems. Failure of test will result. iiia Re -inspection Fee and termination of the testing, r °N l(!Yr ri5 "` 1 * 7 H' Be,: Mase of incrsed demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. BOOCO CONSTRUCTION CO. 2725 NE COLUMBIA BLVD. PORTLAND, OR 97211 PROJECT MANAGER : KYLE HERBEL PHONE : 503-262-6570 FAX : 503-262-6651 SUPERINTENDENT: PHONE: FAX: PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE S NEW STRAP TEE PAID CSC 1 1 2007 0 0 0 Tukwila Fire //"`/ CENTER OF TILE r EXISTING RISER / LOCATION �- PANDA EXPRESS ' AREA OF WORK KEY FLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS13607 Bus: ( 263) 826.1880 FAX: ( 253) 926 - 2350 PANDA EXPRESS T.I. @ SOUTH CENTER 17100 SOUTH CENTER PARKWAY TUKWILA, WA DESIGNER JOHN R. DATE I SHEET JOB N0. 12/07/07 I 1 OF 1 T)7252 // / `NEW STRAP ON EXISTING BRANCH UNE j- NEW 1(0-3) UNO & NEW 1.901 1' DROP PER PLAN NEW 1.901 NEW INSTITUTIONAL FLEX DROP LENGTH PER PLAN NEW SSP SPRINKLER - FLEX DROP DETAIL '50' SPRINKLER PLAN 4 8 SCALE 114'=1'-O FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH UNES ARE INSTALLED AT APPROXIMATELY 22-0" AFF. 2. ALL HANGERS ARE TO BE TYPE CP UNO. 3. SEND 20' OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. NEW SPRINKLERS IN ACT CEILINGS IN THE DINNING AREA ARE TO BE CENTERED IN THE 2,2 DIMENSION OF THE CEILING TILES. 6. ALL DROPS ARE TO 8E PER FLEX DROP DETAIL .50 UNO. INSTTEUTONAL FLEX DROP LENGTH 13 TO BE 48' UNO. NEW 1' ARMOVER PER PLAN NEW STRAP ON EXISTING BRANCH UNE - 1 DROP PER PLAN - INSTALL DRY SSP IMT) A ?TEE W/ A PWG - NEW DRY SSP SPRINKLER A=18' DRY SSP DETAIL (2) 1' x 1/4' J TEK SCREW METAL DECK TOLCO FIG. 78 3/0' CEILING PLATE 3/8' ATR --HANGER RING HANGER DETAIL 'CP' Without Comments [] As Noted In Red [fin The Attached Letter !nese plans have bee Prevention Bureau for co, standards. Acceptance, is omissions which do not a utho stanaaras and oralnances. adequacy of design rests Additions, deletions or i this date will void this resubmittal of revis eviewed by t'orman Final acceptenc The Tukwila F tally w inions to t ceptance and drawings for sub e Tukwila Fire ith current city to errors and violations of adopted sponsibilky for the the designer. se drawings atter i!i require a uent approval. s subject to field test and i Prevention Bureau. tion by Date: By: FI a� 1 tUKWILA FIRE DEPARTM1 Please call: 575-440Z and give this job No._ .A. ,1 xact address for shute Jvvv:+ _$r rgst)r.7tion 8porrwmt GENERAL NOTES 1. ALL STEEL PIPE TO 8E AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SCHEDULE WALL THICKNESS INTERNAL. DIAMETER END PREP TYPES ALLOWED wnxr aOF WATEN/P E ...orsIZE IN 0.0141 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROOVED. PLAIN END, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END 009 GIRT WELDING) 1.817 0.097 112 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.456 0.202 212 EDDY FLOW 0.003 2.729 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 6.528 0.458 4 EDDY FLOW 0.101 4.318 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9.927 0.773 6 10 0.134 6.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 10 0.134 8.357 TOLL GROOVED, PLAIN END (FOR SUIT WELDING) 23.030 1,649 8 10 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WFLDNG) 40.080 2.78 "" WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW PANDA EXPRESS T.I. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH LINES WITH STRAP TEES WILL BE INSTALLED BELOW THE NEW CEILINGS. DRY SSP SPRINKLERS WILL BE INSTALLED IN THE WALKIN COOLER AND FREEZER. CLARIFICATIONS: 1, ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. 2. NEW SPRINKLERS INSTALLED IN ACT CEILING TILES WILL BE CENTERED IN THE 2x2 PORTION OF THE TILES. EXCLUSIONS: 1. PAINTING OF PIPE. 2. ADDITIONAL UPRIGHT SPRINKLERS FOR FULL HEIGHT WALLS BEYOND WHAT IS INDICATED ON THIS PLAN. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 6. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED - UNO) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RESTAURANT AREAS: ORDINARY HAZARD II DENSITY IS .20 GPM / 900 SQ. FT. THE NEW DESIGN CRITERIA ARE LESS DEMANDING THAN THE EXISTING SHELL DESIGN CRITERIA THEREFORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE S NEW STRAPTEE AS BUILT HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CP SEE HANGER DETAIL 'CP' SYM MANUFACTURER S.I.N. TYPE MODEL ORME Sac Iker Owtmv EXISTING UNCHANGED SSU 12 165° NEW RELIABLE 135714 DRY SSP F3OR CHR CHR F3 1/2 1' 286 2 • RELIABLE 83615 REC SSP F(FR CHR CHR F1 1/2 1/2 155 24 TOTAL NEW THIS SHEET 28 NF BCP 800 BCU BOP SOT FO 00,11 OFON NAS UNO ABOVE FINISHED FLOM BORON OF BEAM BOTTOM OF DECK BORON OF JOIST BORON OF PIILTI 80RDM aF TRUSS CUT R) 9UO FEN ODER INSIDE FACE OF WNL COMM FACE OF WNL NO AUTO. SKOP:LEAS MESS NOTED 0860815E 12 80D CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION 1/21/08 JR AS BUILT CHANGES CONTRACT WITH BOOCO CONSTRUCTION CO. 2725 NE COLUMBIA BLVD. PORTLAND, OR 97211 PROJECT MANAGER : KYLE HERBEL PHONE : 503-262-6570 FAX :503-262-6651 SUPERINTENDENT: JAMES HENSLEY PHONE : 503-347-0198 FAX: CERTIFICATE OF COMPETENCY STAMP N PANDA EXPRESS AREA OF WORK EXISTING 1115E13 LOCATION KEY RAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 6415 AVE EAST TACOMA, WA 88424 CONTR. REG. NO. SMITHFS1380T Bus: ( 253) 928.1880 FAX: ( 253) 928.2350 PANDA EXPRESS T.I. @ SOUTH CENTER SQUARE 17100 SOUTH CENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. JOHN R. 12/07/07 1 OF 1 T17252 /L./ N.A.S. NONCOMBUSTIBLE CANOPY .1.5 .1.5 ,CR) 1.51) 10-6' CLO. HT. fD \A.0 T. k I 0 O 12-7' CLG. HT. GYP. 80. 0 O • Py 7-1 5CP m 3-10 B. iCP� 0 !6 0 J 8.5C 5 0 P.C.T. 11 7 6- 0 0 B'-0' CLG. HT. GYP. BD. &1t MO" q CI,G. HT. A.C.T. 0 1-4s IJ • I 0 1 (11.5 .4 1-10 1-3'1 5 1.5 1.5 0-8 .5CP 8.5C /:1.5 9.• 8.5CP '\N - I • �1 N'1,53 rid /o- I NC LV I 1.5 8.5CP 9 1.5 ,6y .5CP 6-10 p y^LG. HT AIC.T. Q •I 8-0' CLG. HT. GYP. BD. /4 CLO. HT. I �. GYP. BD. 509 IS 1.5, ' 0-7 .1.5 48 P GG. HT. 3YP. BD. 200" 5CP -;•-•I7 850 0-9 1 380 620 13K 100' '\ CLG. Hi. A.C.T. FREEZER N 8.5CP .1.5 3-0 a 8.5CP COOLER .5 0l .1.5 0 O ._._!e.9CP'..... 5-2 SOUTHCENTER PKWY `NC SPRINKLER PLAN JAMBA JUICE I~ AREA OF WORK HANGER LEGEND 1.) 0 4 SCALE 1/4'=1'40' FITTER / LISTER NOTES 1. ALL BRANCHLINES TO BE 10 BOD U.N.O. 2. S = DENOTES 1.5' x 1" STRAP U.N.O. 3. ALL FLEX DROPS TO BE PER DETAIL 'A' U.N.O. 4. ALL DROPS TO BE INSTITUTIONAL 48' FLEX DROPS U.N.O. 5. ALL SPRINKLERS AT A.C.T. CEILINGS, TO BE CENTER OF TILE U.N.O. 6. SEND (40) 1"TEK SCREWS -STEEL FOR FLEX DROPS AT HARD LIDS. 7. SEND (10) 1/2' PLUGS TO REPLACE EXISTING OVERHEAD UPRIGHT SPRINKLERS. NORTH STREET RISER -►• SOUTHCENTER SQUARE BUILDING 'N' � L i--17 Ji LL 1 oI_l '7L L r- Q_E)IN KEY PLAN SYM 0 0 15 30 45 60 75 SCALE 1' = 30' MANUFACTURER RELIABLE S.I.N. fl3615 SPRINKLER LEGEND TYPE MODEL RECD. SSP FIFA CHR CHR JI- 5.6K 12' 155° 20 RELIABLE R3615 RECD. SSP F1FR CHR CHR 5.6K 1/2' 200° RELIABLE A=18" R5714 DRY SSP F3011 CHR CHR 5.6K 1' 286° 2 TOTAL THIS SHEET 23 ABBREVIATIONS AFF BOB BOO B OP Dar FO IF02 OFOW NAB IMO AL1OVE FINISHED RDOR BOTTOM OF BEAM B OTTOM OF DECK BOTTOM OF J00T BOTTOM OF 1111112.1 BOTTOM OF TRUSS CUT TO SUIT RELO ORDER INEIOE FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. SPPoNNIER8 U NLESS NOTED OIrE1M13E BOD SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NEW 1.5' BRANCHUNE� FLEX DROP DETAIL 'A' NEW STRAP TEE - EXISTING BRANCHUNE FLEX DROP 1' (0-3) U.N.O. " -1' ELBOW •141I 1 ii -1' PER PLAN UNO f1' COUPUNG FLEX DROP DETAIL 'B' DROP (PER PLAN) 1' PLUG 1' K 1.O 1' THREADED TEE ,/-• TYCO NCO MODEL DSB-1 DRY SPRINKLER BOOT SEALANT ADHESIVE FREEZER/COOLER UD 18' DRY PENDENT -/ OPEN CELL POLYETHYLENE FOAM BACKEROD DETAIL 'C' TOP CHORD OF BAR JOIST 8' RETAINER STRAP GRINNELL RG 82 3/8' BEAM CLAMP 3/8' ATR HANGER RING MIs HANGER 'TB' IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. FILE COPY REVISIONS REASON FOR REVISION GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE W� THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED W� OF IFFE CAPACITY NDNLnL® 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 0011. 0000WD, POU0HE0, PLAIN END (FOR BUTT 1.113D140) 1.817 0.097 1 12 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT 2080140) 2.448 0.125 2 SUPER-FLO 0.074 2227 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WH.ONO) 3.458 0.202 212 SUPER-FLO 0.074 2.727 ROLL GROOVED, PAIN END (FOR BUTT WT3DNG) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, RAIN END (FOR BUR WELDING ) 6.526 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, RAIN ENO (FOR BUR WT30NG) 9.927 0.773 5 10 0.134 6.295 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 17.300 1.144 8 FF 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUR WELDING ) 23.030 1.649 • 8 AA 0.188 8.249 ROLL GROOVED, RAIN END (FOR BUR WHOM)) 40.080 2.70 AA WALL THICKNESS PER NEPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA PER NFPA # 13 (2002 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: ORDINARY HAZARD GROUP II .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: ORDINARY HAZARD GROUP I .15 GPM OVER 1500 SQ. FT. NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND tUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. b7-3 =L)D and exact address for shut .icwn or restoration approval. / METAL DECK 1 1 (4) #1003/4' / TEK SCREW / \- AFCON FIG.610 3/8' CEILING PLATE -- 3/8' ATR HANGER RING HANGER 'CP' CONTRACT WITH 1 EXISTING PIPING NEW PIPING 111 0 111 o' 0 zwmParoftemiNIIIMEMM,NIMMOIMMIBIBMINMOMMNMORBINWINMMOIXIMIMMEMInalliMMT. ACCEPTED o Without 'As Noted In Iced p Per The Attached These plans have been reviewed by The Tukwila Filo Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and Iomissions which do not authorize violations of adopted stanaaras and ordinances. The respousibiltty for the 1 adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this,acceptance and wI I require a 1 resubmittal of revised drawings forcub equentapproval. Final acct--ptance is subject to fled test and In n by Tukwila Fire Prevention Bureau. Date: /0 - y - O 7 By: AJV1A S1 / -Ey-khA sprrnic'c pw vho- -k qIl' Covite4 apate5. - (0%-r\ y '"'} `` ti FPA 13 Oi sfr,.c.4;o h Tho,. le6 WILCOX CONSTRUCTION 234 5TH AVENUE SOUTH EDMONDS, WA 98020 PROJECT MANAGER : RALPH MILLESON PHONE : (425) 774-4185 FAX : (425) 774-4187 SUPERINTENDENT : TERRY ROLUNS PHONE : (206) 817-0343 FAX:TBD CERTIFICATE OF COM'ETENCYSTAAP KEY PLAN 5F5 "AID OCT 18 2007 Tukwila Fie 25 - apo 7k9 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. N0. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 928 - 2350 JAMBA JUICE T.I. SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY., SUITE 104 TUKWILA, WA 98188 DESIGNER M. MILLER DATE 10/19/07 SHEET 1 OF 1 JOB NO 117217 /7/ v' 5 /0-e- 7 4/20 o ,„.: ,oIiso+ r 1 0 O 0 {, Vic FLEX DROP DETAIL 'SO' SPRINKLER PLAN FITTER / LISTER NOTES DRY SSP DETAIL HANGER DETAIL' CP' GENERAL NOTES NEIL ME win. • Ns OP PETRA SNP 0 SCOPE OF WORK SMITH F XRE SYSTEMS ,SFS, WILL MODIFY THE EMS,. WET PPE SPRINKLER SYSTEM TO ACCOMMODATE TNE NEW PANOA EXPRESS T I NEW SSP SPRINKLERS TIED INTO ROOF CLARIFICATIONS:S 2 NEW SPRINKLERS INSTALLED IN ACT CEILING TILES WILL BE CENTERED IN THE 2. PORT.. TNE TILES EXCLUSIONS: 2 ADDITIONAL„�E INDICATED ON PLAN ERN.., RIGNT SPRINKLERS FOR FULL H LLS BEYOND WHAT REPLACEMENTOF PAINTED 0AMAOEDORCOAROPEDSPR...ERS , ELECYwIC.L011•410.1 .ow.o,ANYKNO _ REPRO. OR MOOPPATIONS TO IME EXISTING SYSTEM BEYOND SCOPE DESCRIBED ABOVE. LAI RoaPa.uuS":5=`caY.o E Ea AET,e.o E.o ❑ 0 STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE e NOING ;:En I;:REuLO:wu NMODupOCERTIFIATIN.REaUPEO UNP, 10 WORK ON OVERTIME OR AFTER NOURS DESIGN CRITERIA: 0 PER NIP, 1]100, EDITION AND THE cm( Or TP ,LA EXLSTWO RETAIL DENSITY 15 20 GPM , MOD SO FT eao.,.a.»,,.=Sm20oPN,500EOP, CD E.N.o,.:LECLA ,„,,.oN,EB, . LC) z ❑ U PIPING / FITTING LEGEND AS BUILT T LEGEND BOOCO CONSTRUCTION CO. 2725 NE COLUMBIA BLVD PORTLAND, OR 97211 SUPERINTENDENT JAMES NENSLEY isik_ I l PANDA EXPRESS T.I. @ SOUTH CENTER SQUARE t SOUiA CENTER PARKWAY TUKMA. WA II II II II II II NORTH STREET �-_ FDC (BY OTHERS) iv�� -`-�� p4h����/�/I/ !- ei = 4 .4" ELECTRIC BELL (BY OTHERS) )6 DDCVA (BY OTHERS) ❑❑❑❑ Oil III ❑❑❑ SOUTHCENTER SQUARE BUILDING CONSTRUCTION: V -B OCCUPANCY: PARCEL #: TOTAL AREA: ELEVATION: M 2623049081 43,974 SQ. FT. o�hJs bL» L*,si ( dc II 1 WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST: DATA SUPPLIED BY ELEV. OF FLOW TEST: HANGER LEGEND 150 PSI 20 PSI 7474 GPM SOUTHCENTER BLVD AND MINKER AUGUST 12, 2006 CITY OF TUKWILLA 26'-0" (SAME AS SITE) TYPICAL ROOF CONSTRUCTION MEMBRANE ROOFING GLASS FIBERED SURFACEED RIGID INSULATION (R-30 MIN.) STEEL ROOF DECK & STEEL ROOF JOISTS PER STRUCTURAL PLAN NAS NONCOMBUSTIBLEE VOID SPACE SITE PLAN 0 15 30 45 60 75 SCALE 1' = 30' EDN zs-0 ho,)Y1\h,`"o;,.rliL:D' � T` P o � 23'-51 OI 22'•5' 12 � \TO'PLA21'-103/4/ 34,:C.3,141,'.72; aGVeoffeClofV;noo� bul�.s . Y,I ___ ___ . .,:o":s �,, to co -\o', ® �"�W�.�'.�totOd+z \I�`►���`I� ��►����/ I��L`II►�/ COlI.1 n. r7. , ( a -G' �TOV. � y kV; 1r l2 C,UCs�lO °gnat Injury o ;.,{ nc1n:� - :;arae PA b `h 2nd aGf l� and say uP Gale o Eos foo of yiIn loss, " d:ll - d as r, °�''l i?pct a possw'E �, „ch may les ' C NO (21�y� that f132o�Ot nen. Wks rccayn . mi eti SITE PLAN SYMBOLS 23,9 3/4' 4 N W ,;qt 10 u : C.vlii ,,•as.t = n G y, to CONCRETE SLAB ON GRADE PICAL CONCRETE TILT -UP WALL N. EXISTING UNDERGROUND NEW UNDERGROUND PROPERTY LINE STREET CENTERLINE NEW FIRE HYDRANT NEW E ARTMENT CONNECTION NEW VALVE W/ ROADWAY BOX EXISTING VALVE W/ ROADWAY BOX NEW YARD POST INDICATOR 2T-0' 7.0 PLATE AV T.O PLATE NONCOMBUSTIBLE CANOPY NAS. SYM C--7 BUILDING SECTION MANUFACTURER FACING EAST 0 6 18 S.I.N. SCALE 1/6'=1'-0" TYPE SPRINKLER LEGEND MODEL TOTAL THIS SHEET 59 T.0 SLAB (F.F ABBREVIATIONS AFF BOB BOD BOP BOT CTS PO IPOW O OW D0 ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOST BORON OF RIM BOTTOM OF TRUSS Off TO SUR FELD 9OE8 INSIDE FACE OF WNL 01156E FACE OF WALL N0 AUTO. EFRMNLERS (MESS NOTED OTHERWISE BOD 8 51 6 h) M410-4111 1-C4 " cltgreintc rodn ck MCP* 9�. SFS START POINT ELECTRIC BELL BY OTHERS 2'-1.25" 47 FLANGE LOCATION PLAN 400 2 4 18'-10.5" AFF 61(3" CONCENTRIC REDUCER W/ FLC'. COUPUNG SCALE 12•=1'-O" 1'-7.25" .3 2.1 RED 113) RED RED 6. VIC FLG. ADAPTOR SFS START PONT - E ��Ir,�a P•o��4->0�, a Codi 5-rcrs ayl4 vnde- oSbd* -,b-. 9"`q +4ti4 SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING RISER DETAIL GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WWEIGHTDF / PPE S"' IN 0.0. 1 40 0.133 1.049 1HREADED, CUT GROOVED, ROLL GROOVED. PLAN END, POLISHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED. POLISHED, PLAIN END (FOR BUR WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FOR BUT WELONG) 3.456 0.202 21/2 EDDY FLAW 0.083 2.729 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED. PLAIN END (FOR BLOT WOOING) 6.526 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR &ITT WELDING) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED. PLAIN ENO (FOR BUR WELDING) 23.030 1.649 8 10 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 40.080 2.78 ** WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL PROVIDE (1) WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE HEATED AREAS OF THE SHELL RETAIL SPACE. ALL WORK TO BE PER NFPA 13 (200)) AND THE CITY OF TUKWILA. SFS WILL START DOWNSTREAM OF A 6' FLANGE, LOCATED INSIDE THE RISER ROOM, BY OTHERS. CLARIFICATIONS -- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM 40° F. BY OTHERS, TO PREVENT FREEZING. EXCLUSIONS -- ELECTRICAL WIRING OF ANY KIND. -- PAINTING OR LABELING OF SPRINKLER PIPE. - ALL UNDERGROUND WORK. - PROTECTION UNDER THE NONCOMBUSTIBLE CANOPIES. DESIGN CRITERIA PER NFPA 13 (2662); & TUKWILA &o*" RETAIL: ORDINARY HAZARD II DENSITY: 0.20 GPM/SQ. FT. OVER 1500 SQ. FT. • FD t -}c, .ce 4; rd i 44. s)ke 0.c S1S4 Co%%I ol3 clu.,k o hd Ake., wows. • Prov, Ole r{ r'e1;e valve' P -et, 1vFeA /3 Sec. 7./.a.t FACING EAST 0 2 4 SCALE 12"=T-0' NOTES: 1. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING PASSING THRU CONCRETE FLOORS. 2. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE. 3. SPRINKLER RISER ROOM TO BE MAINTAINED ATA MINIMUM OF 40° F BY OTHERS. RISER EQUIPMENT ore. 1 SIZE 3" DESCRIPTION BUTTERFLY VALVE 1 3" WATERFLOW INDICATOR 1 .1/4" WATER PRESSURE GAUGE 1 1 1/4" TEST AND MAIN DRAIN ❑5 1 12 HEAD SPARE HEAD CABINET MANUFACTURER KENNEDY POTTER ELECTRIC ASHCROFT AGF RELIABLE All CoK-tivI vulVts -}n I svpervis� SPARE SPRINKLERS MANUFACTURER TYPE MODEL, :, ONaa .,¢'� w,ro ° RELIABLE SSU F1 BRZ 6.6K 1/2 155' 12 SPARE WRENCHES MANUFACTURER MODEL QUANTITY RELIABLE D 1 CONTRACT WITH MODEL 01G WET AREA DESCRIPTION REATAIL SHELL TOTAL: SYSTEM NO. 1 AREA SQ. FOOTAGE 43,974 43,974 NUMBER OF SPRINKLERS 437 437 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 384.46 GPM AT 109.74 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 634.46 GPM AT 115.62 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) ACC 0 Without Comments g As Noted In Red VSR-F Per The Attached Letter 1005P X These plans have be ,gin reviewed by The Tukwila Fire 1011T Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and A-4 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 thie,acceptance and will require a resubmittal of revised drawings for subsequent approval. 1.Flnet acceptance is subject to field test and Inspection by The Tukwila Fireyrevention Bureau. -3 3-07 By; / WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT: PHONE: FAX : ■ Nel Geo CERTIFICATE OF COMPETENCY STAMP "EY RAN TUKWILA FIRE DEPARTMENT Please calls 575.4402 and give this Job No. 0 -7'S-O(eS and exa ddress for shun Gown of restoration aDDrou�t; PAID MAR -2 2007 ,rJ O% Tukwila Fire SITE PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926-1880 FAX: ( 253) 926- 2350 SOUTHCENTER SQUARE BUILDING 'N' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JUSTIN I, 2/15/07 1 OF 3 TC6226 37-6.25' 37-6.25' 37-6.25' 2T-0. 27-0' 46'-9' O 48'-9' 43'-9' N.A.S. NONCOMBUSTIBLE CANOPY NAS. NONCOMBUSTIBLE CANOPY 1.5 1.5 2.10..5 8 S1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 8-9 4.1.5 3-4.5 7-8 7-6 5-7.5 0 1.5 1.5 8-6 8-9 1.5 1.5 1.5 1.5 1-4.5 2-2 N.A.S.'1NONCOM BUSTIB LE 'VOIDSPACE 1.5 1.5 1 5 1.5 1.5 1... • • • 7-0 1 1-7 8 8 7-8 6-4 2-5 8-3 N.A.S. NONCOMBUSTIBLE VOIDSPACE I 1A 1.5 1.5 8-3 7-10' 19-5.5' 'l OFF FACE OF CONCRETE WALL NA.S. NONCOMBUSTIBLE VOIDSPACE 2 3-2 1.5 1.5 1.5 , 1.5 8 8 8- 1 • 3-9 14.10 1-6 7-0 2 ;1 100 1.5 8-6 2-8 6-3 2-3 8-9 8-6 1.5 1.5 1.5 1.5 • • 4-5 4.0 1 7-8 8-8 1.5 1.5 1.5 • 3.8 -7 8-3 .5 1.5 1.5, /0 1-2.5 6-6 8-6 N 4-9.5 w' 360 59 94 /5 1.5 11C 7-11 0-7 o WHITE �1) m -ii C, 2878 1.5 1.5 /0 11 7-2.5 2-0 1. 6-6 1.5 B-6 1.5 1.5 1.5 1.5 0/ 0 11 0 7.0 2-0 6-4.1 8-0 36G 59 9K 1.5 0S IN 7.0 2-6 2 1.5 1.5 Ill 0 / .5 2.10.5 6-6 360 SN 91 1.5 0-9 323 49 11K s11 1s 0 1.5 / 0 1.$ 0 1.5/ 1115OIDH HCH 0 4-1.5 3-4.5 7-67-6 5-7.5 1-4.5 (1-3.5) (1-10) �1 3:014,, '.1, ❑ L, 0 1.6 5 1.5 1 5 1.5 4-101-11.5 7-6 7-4 70 (1-35) • (1-10) 1.5 1.5 1.5 1.5 1.5 1.5 - 1.5 ' 1.5 1.5 ON / O /0 110 / 01 1 /0 II / 8-8 8-6 7-2 1-4 8-6 1-3.5 7-2.5 1 1-0.5 7-5.5 0 1.5 0/ 1.5 01.6 11 1.6 8-6 1 7-0 1-0.5 0 F.-,' Y 1.5 /0 7-5.5 8-0 1.5 1.5 - 1.5 1.5 1.5 1.5 ON / O /O , 110 / 01 1 8-6 8-6 7-2 1-4 8-6 1-3.5 7-2.5 1-0.5 .5 X011 1.5 1.5 1.5 1.5 1.5 011 /0 7-0 1-0.5 7-5.5 8-0 1.6 7-0 1.5 7-0 1.5 0011-41 (1-6.5) (1-11) 5 o 1.5I" 1.5 O IDH-HOI 0 (1-6.5) (1-11) 1.5 1.5 1.5 8-6 o) 1.5 8-9 0 / 1.5 8-6 1.5 (.5 1.5 /0 11' 0 8-9 4-11 3-7 .4G 79 134 js 0 1.5 0/1.5 11 1.5 /0 8-8 7-8 4-3 4-5 1.5 8-3 1 1.5 8-3 0 1.5 1.5 1.5 1.5 ' 1.5 1.5 1.5 • _ 8.3 -11 5-9 8-6 $-6 1-6 • BLIE �1) 15 16 1.5 1.5 1.5 1.5 O / 0 N 01.5111 1.5 3-1 5-2 446 7N 13K 8-8 8-6 1 1-8 1.5 7-0 : 8-6 4, i 6-10A j O 7-0 1 8-6 2" 0 / S1 1.5 0-8 1.5 26K 300/170 1.5 0-7 1.5 8-9 1 0-7 NO2 1.5 c, 1.5 0-B 0-7 1.5 S1 1.5 446 7N 113K 1 � m � 1 Nh 1.5 1.5 1.5 1.5 1.6 1.6 1.5 1.5 1.5 / 1.5 t.5 0-8.5 1.5 11/110 / 0 0 4-10 1-11.5 7-8 7-6 NO1 1.5 v 1.5 1.5 1.5 1.5 1.5 1.5 1.5 8-8 8-6 7-2 1 1-4 8-8 1-3.5 360 59 13K 1.5 1.5 5 1.5 1.5 0-8.5 1.5 8-8 1 8-9 1 4-10 1-11.5 7-8 326 49 13K 1.5 1.5 1.5 1 1.5 1.5 1.5 '" 1.5 1.5 .5 • • •_ '• 8-6 7-2 1 1-4 8-8 1-3.5 7-2.5 1-0.5 5.5 1 28TB 5 1.5 0-8.5 1.5 326 40 1.5 8-6 1.5 1.5 ' 1.5 , 1.5 8-0 1.3. 7-2.5 1-0.5 7-5.58-8 1.5 1.5 DH -H01 0 7-0 1-0.5 7-5.5 8-0 7-0 (1-8.5) (1-11) 4-10 1-11.5 7-8 Ft F. ELEV. 26.5 15 0-8.5 1.5 7-6 15 70 1.5 0I0H--H (1-3.5) 1.5 C • 1.5 1.5 1.5 1.5 1.5 8-6 1.5 1 5 1.5 i / 010(1-H 7 0 (1-3.5) I 1.5 1.5 1.5 / OIDH-'-Hal0 7 0 (1-3.5) (1-10) C • (1-10) 8-8 • ;4 • • 1.5 8-9 • 8-6 I 7-8 4-3 4.5 8-3 8-3 3-1 5-2 8-8 8-6 ' 1-8 1 6-10 1.6 3-10.5 3-1.5 1.5 11.5 1.5 • 4-11 3-7 8-6 1.5 1.5 1.5 1.5 8-9 • 4-11 3-7 446 7N 13K • • • 1.5 • 1.5 1.5 7-8 4-3 4-5 .5 • 1.5 1.5 • 1.5 • 1.5 8-3 8-3 1.5 1.5 • • 8-8 7-8 4-3 4.5 8-3 5: 1.5 1.5 1.5 1.515 .5 1.5 / O, 0/ 01 ! C11 0 / O 8-6 8-6 6-6 0-8'3 1 2-0 7-0 U 1.5 1.5 3- • 1.5 • 1.5 1 1.5 • BLUE(2) 8.9 0-7 2534 ��7�, ' 1339/ -V r \ J •` �o RED 11 1.5 1.5 1.5 1.5 1.5 1�5 1.5 1.6 D*--ACII 0 / 11 0/ 10 LEC. NO3 ,RED, ® 6 1 7-0 7-0 7-10 (0-10.5) (2-1) 410 3-3 8-8 1.5 1.5 1.5 1.5 • 1.5 •o 8-8 8-8 1-8 6.10 1.6 3-10.5 3-1.5 7-0 51 a 11/9' 1.5, 1.5 1.5 1.5 8-3 3-1 446 75 1 5 • • a•e 1.5 1.5 1.5 1.5 1."B 1.5 7-8 0/ 7-7 1.111 111 6 d 0 8-3 0 1.5 1 1.5 1.5 1,5 0 /0 11/110 5 1. 0 75 7 0 (1-3.5)) (1-10) 8-8 1.5 0/ 1.5 a 11 CII 0 /1.6 N. 8-6 6-8 0-8,3 1 2-0 7-0 AUXILLARY AREA: DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 367.10 GPM AT 70.34 PSI ( INCWDING 0 GPM FOR INSIDE HOSE STREAMS) 1.5 1.5 1.5 1.5 0-8.5 5 0-10 N.A.S. NONCOMBUSTIBLE CANOPY N.A.S. NONCOMBUSTIBLE CANOPY A.A.S. NONCOMBUSTIBLE CANOPY HANGER LEGEND OFF FACE OF CONCRETE WALL N.A.S. NONCOMBUSTIBLE CANOPY WALL LEGEND NEW PARTIAL HEIGHT RATED WALL NEW FULL HEIGHT RATED CONC. WALL SPRINKLER LEGEND ABBREVIATIONS N.A.S. NONCOMBUSTIBLE CANOPY SPRINKLER PLAN SYMBOL LEGEND REVISIONS 1,5 7-8 0' 100 11 0 0 7-7 N.A.S. NONCOMBUSTIBLE CANOPY ,1.5 16-9 11.5 1.5 TB WB WB2 TOP BEAM CLAMP SEE DETAIL SHEET 3 WALL BRACKET SEE DETAIL SHEET 3 SYM 0 • MANUFACTURER RELIABLE RELIABLE TYPE SSU SSP MODEL MEN BRZ CHROME CHROME 5.61< RUM 155. 309 WALL BRACKET SEE DETAIL SHEET 3 TOTAL THIS SHEEr 311 AFF BCO 601 BOP BOT CTS FO OFON NAS UNO BCTOM OF 6E6.1 BOTTOM OF DEO( BOTTOM OF JOST BOTION OF MIN BOTTOM OF 111LISS CUT TO SUR INSCE FACE CF OUTSCE FACE OF WALL NO AUFO. SPRINKLERS UNLESS NOTED ODERW1SE BOD 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT : PHONE : 1 5I 0 1.5 • 8-6 • tel- 9 • 7-0 N.A.S. NONCOMBUSTIBLE CANOPY FITTER/LISTER NOTES • • • 1.5 7-0 1.5 7-0 • • 14 o oz 1.5 7-0 • 1.5 1.5 1.5 • 0 1. ALL MAIN HANGERS TO BE 34TB U.N.O. 2. ALL BRANCH LINES TO BE 10BOD U.N.O. 3. ALL BRANCH LINE HANGERS TO BE 9TB U.N.O. CLEARANCE FOR HVAC ROOF PENETRATIONS . CERTIFICATE OF COMPETENCY STAMP N.A.S. NONCOMBUSTIBLE CANOPY 1 P. 11T1 1 Nom mns 1 NAS. NONC( 1 1 0 CC CC 0 0 o BUILDING 'N' - WEST KEY FLAN ir SMITH FIRE SYSTEMS, INC. ASIF 1106 54111 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T SOUTHCENTER SQUARE BUILDING 'N' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JUSTIN I. 2/15/07 2 OF 3 TB 43'-9" 43'-7.85' 43'-9" 45'-2.38" I 1 1 1 1 1 0 0 0 OFF FACE OF CONCRETE WALL 1'-6" 1.5 - 1.& 1.5 _ 1.5 _ 1.5 1.5 1.5 8-3 4.01 4 8-4 8-41 3-0 5-4 8-4 8-4 2-0 6-4 1.5 1.5 ;1.5 1.5 8-4 7-4 1-0 18-4 9-0 5-8 3-4 9-0 8-4 3-4 1.5 -1 1.5 - 1.5 1 5-0 8-4 oORANGE 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 8-4 2-6 W82 1.5 1.5 z TO 8-4 3-0 5-4 8-4 6-4 8-4 7-4 8-4 5-8 3-4 9-0 3-4 5-0 8-34-0: 4-4 8-4 446 /6 I .11( 1.51 1.5 1.5 8-4 3-0 1.5 1.5 1.5 1.5 NO1 W82 1.5 1.5 1 1.5 ,8-4 446 7N 13K 8-4 2-0 5-4 8-4 1.5 1 1.5 04011 440' 1.5 8-4 F.F. LEV. 26.5 1.5 1.5 . 1.5 1.5 / 0 11 0' B-3 4-01 4-4 8-4 1 0 ,^ I 1.6 1.5 11.5 /0 11 6-2 2-1 '8-4 1.51 0 1.5 I� 1.5 8-4' 3-0 5-4 75 0 11 3-0 5-4 1446, 0� 0 1.5 11 1.5 / 8-4 5-3 3-1 7-3 I I 1.5 1.5 7N 136 1.5 '0 1.5 05111.f 1.5 0 8.4 8.4 2.0 6.4 8-4 8-4 1.5 8-4 /0 1.5 7-4 1.5 110 1-0 1.5 1.5 1.5 9-0 1.5 ;9.4 1.5 ' 1.5 1.5 ' 1.5 110 / 1-0 IB -4 1.5 9-0 1.5 /0 1.5 1.5 11 0/ 5-8 3-4 1.5 1.5 011 0 / 6-8 3-4 1.5 9-0 1.5 1.5 8-4 4 5-0 LIG 7N 13K 01.6 3-4 ,1 1.5 1.5 5-0 0/ 8-4 1.5 8-4 2-6 1 8" AFF WB ORANGE L2) In Ply 1.5 1.5 8-4 2-6 I $oI 800 ORANGE O 1.5 110' 1-1 8-4 1.5 0 1.5 i1 1.5 0/ 1.5 8-4 3-3 5-1 8-4 446 7N 11K / 0 11 8-4 2-6 4COMBUSTIBLE CANOPY NAS. NONCOMBUSTIBLE CANOPY TOP BEAM SEE DETAIL THIS SHEET WALL LEGEND NEW PARTIAL HEIGHT RATED WALL NEW FULL HEIGHT RATED CONC. WALL HANGER LEGEND S WB WB2 SAMMY XP20 SEE DETAIL THIS SHEET 0/ 1.5 '0 1.5 / 1.5 10 ,.5 9-0 7-3 1-1 18-4 SYM 0 8-4 1.5 1.5 0/ 5-1 8-4 / 0 8-4 2-6 N.A.S. NONCOMBUSTIBLE CANOPY N.A.S. NONCOMBUSTIBLE CANOPY HYDRAULICALLY MOST DEMANDING AREA DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 384.46 GPM AT 109.74 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) SOUTHC3 SPRINKLER PLAN MANUFACTURER RELIABLE D 8 1E SCALE 1/8"=1'-0" S.I.N. R1725 SPRINKLER LEGEND TYPE MODEL,:,� W,m, SSU F1 BRZ -- 1 INTIO 5.6K 1/2 155° 12 WALL BRACKET SEE DETAIL THIS SHEET WALL BRACKET SEE DETAIL THIS SHEET TOTAL THIS SHEET 126 N.A.S. NONCOMBUSTIBLE CANOPY L 1'$" OFF FACE OF CONCRETE WALL FITTER/LISTER NOTES 1. ALL MAINS TO BE 36BOD U.N.O. 2. ALL MAIN HANGERS TO BE 34TB U.N.O. 3. ALL BRANCH LINES TO BE 10BOD U.N.O. 4. ALL BRANCH LINE HANGERS TO BE 9TB U.N.O. 5. NORTH OF GRIDLINES C & D REQUIRE A MINIMUM 6' CLEARANCE FOR HVAC ROOF PENETRATIONS ABBREVIATIONS AFF BOB BOO 80.1 BOP 80T 00 IFON OFON NAS UNO ABOVE 84084 0 FLAC6 BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF MST BOTTOM OF PLATON BOTTOM OF MUSS cur To surf FELD OFICEN INSOE FATE OF WALL O815DE FACE OF WALL NO AUTO. 8TYNi4LB8 UNLESS NOTED OOERH(E SYMBOL LEGEND CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING BEAM DETAIL CONCRETE WALL (2) TOLCO FIG.980 / SWIVEL END 1/2" x 3 3/4" HILTI KWIK BOLT ( 212" MIN. EMBED ) (2 )1" (3-0) SCH 40 BRACE PIPE ( 2) TOLCO FIG.1001 (2) 1" MIN EXCESS PIPE EQ BRACE 11111 TOP CHORD OF BAR JOIST TOLCO FIG. 825 BAR JOIST ATTACHMENTN/4 TOLCO FIG.980 SWIVEL END 45° FROM VERTICAL 1(8-0)SCH 40 BRACE PIPE TOLCO FIG. 1001 2° MIN. EXCESS PIPE THROUGH CLAMP EQ BRACE "2" TOP CHORD OF BAR JOIST TOLCO FIG. 825 BAR JOIST ATTACHMENT 111( 5-0 ) SCH 40 BRACE PIPE 45° FROM VERTICAL TOLCO F1G.4L PIPE CLAMP EQ BRACE "3" CONCRETE WALL 12" x 3 3/4'1-11111 KWIK BOLT / (212' MIN. EMBED) (/ TOLCO FIG.980 SWIVEL END - 1' ( 2-0) SCH 40 BRACE PIPE J 45° - 59° FROM VERTICAL TOLCO FIG. 41 PIPE CLAMP EQ BRACE "4" CONTRACT WITH TOP CHORD OF BAR JOIST 8' RETAINER STRAP GRINNELL FIG 92 3/8" BEAM CLAMP 3/8" ATR HANGER RING TOP CHORD OF BAR JOIST B' RETAINER STRAP HANGER "TB" HANG MAIN 3" OFF CENTER OF BAR JOIST 013" GRINNELL FIG. 92 3/8' BEAM CLAMP -- 3/8" ATR METAL DECK /- SAMMY X-PRESS XP20 ---- 3/8" ATR HANGER RING HANGER "S" WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA98006 PROJECT MANAGER: MIKE WEFLEN PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT: PHONE: FAX: C084IF1CATE OF COMPETENCY STAMP ( 2 ) 3/8' x 3' KWIK BOLT ( 2 1/2" MIN. EMBED) HANGER RING 3/8" STRUT NUT --3/8'NUTW/2" SQUARE WASHER 3/8'x4' ATR HANGER RING HANGER "WB" (2)3/8'x3"KWIK BOLT ( 212" MIN EMBED ) 3/5" NUT W/2' SQUARE WASHER 3/8' 04' ATR HANGER RING HANGER LIWB211 ■ z 0 F- • BUILDING 'N' -EAST KEY PIAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928.1880 FAX: ( 253) 828- 2350 SOUTHCENTER SQUARE BUILDING 'N' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JUSTIN I. 2/15/07 3 OF 3 TC8226 110'-2" LAIR RCM 0 REMOTE AREA ORDINARY HAZARD HYDRAULICALLY CALCULATED TO PROVIDE A DENSITY OF .15 GPM/1500 SQ. FT. FLOW AT NODE BOR: 410.5 GPM @ 104.3 PSI FILE: OLD SPAGHETTI FACTORY.SDF JAN. CLOSET 11111111.11.01111 1PZO 10099] \ P 21/ --41 r L 18 )71 2'/ 10-7'h -71 0-6 COOLER 1 0-7 3-n -6 21 2-'h -b F- 3- 19 2-6 21 8-0 IkT- 2f 3-41h Ih PREP 1-6 N 0 CV I CO 1 - 'ACT - - ih ❑ E1W Cif P#0!{- 7-3J 2h 0-9 1'/ • 1'h • 8-0 O 0 1'h 8-0 11 -2 11/. h 0 F 0 0 N 121 / FREE 13'h ER COOKLINE 11161 0-101 SCULLE H -17I 111 8'-6" 11/ 011V7-----7 2-0 2Q I -31 20 11 to of E 0 0 4-a,h_ :- DESSERTS 1 % _ -1- 5-71 1.n-31 / -0 / SERVER 11141 / 0 18'-6" 1 Fr - N �I 0-10h 8'-6" N • •:?1 J ;;ii cAi' e WEST DINING 0-9 7 (5'-01" T � 0 131 1 6-0 t O 0 o� 106 ELEVATOR 71. ah(4) 1 0-9 N1RTH D DINING 4-0 0 .] rn 1'/ II, 3-0'I II it MI14='8 II it ll I II • II II II I _JI li_ 1'L_ II II li n it !1 111+ Q1 CENTER 1DINING SOUTH 1DINING =51 76-4' L1-71 HAUL--WA-Y-1'h rung 0 b II \CLOSE 8- 0-6 '22-0`-'2-0 -1! - c STAIR 1 / _0-6_- 0-6 - -.1;1;1, IonI- - EAST DINING -11i4 0-6 11/2 0-61 11/2/ 11h •'4/2 7-4 8-0 ® .5;I BAR SEATING °- ak_ Q-- b LJ. 11h 8-0 LTri 0 • 11/2 9-2 17. • 11/ 0- 9 n E 2 9-6 9-6 1 11h ® 1-1' -- I 1' (-1 TOLCO FIG. 25 SURGE RESTRAINER TYPE 1 - FOR 1" AND 1-1/4" PIPE AND HANGER TYPE 2 - FOR 1-1/2" AND 2" PIPE AND HANGER TOLCO FIG. 25 IS DESIGNED TO BE USED ONLY WITH TOLCO BAND HANGERS FIG. 200 AND 2NFPA TO RESTRAIN THE UPWARD MOVEMENT OF PIPE AS IT OCCURS DURING SPRINKLER HEAD ACTIVATION OR SEISMIC ACTIVITY OFIGURE 25 SURGE RESTRAINER FOR STEEL OR CPVC PLASTIC PIPE IDA D.1 TYPICAL BANQUET DIING CEILING HEIGHTS. U.N.O, TYPICAL BAR / BAR SEATING CELNG HEIGHTS. UM 115' 5 E4'-111 r_, LOBBY /7-71 WAITING 0-61 0 TYPICAL LOBBY / WAH@+16 CEILING HEIGHTS. U.N.0, (15' 5"1 1f2 9-6 11/ / 9-6 11h/ 1 1®;h 1 UNDER MEZZANINE FIRE SPRINKLER PLAN a SCALE: 1 /8" =1'-0" 0 0 L N r ,o, v., ❑ ccis: 00 I! l I ❑ 99 43 1 H EXISTING OVERHEAD PIPING CD. cA) WATER GUAGE 2" MAIN DRAIN WITH PRESSURE RELIEF 3" BUTTERFLY VALVE WITH TAMPER SWITCH FIG. 69R /- RETAINING STRAP LOCKING THREAD CONNECTION NO LOCK NUT REO'D VIEW A -A FIG. 100 ALL THREAD ROD FIG. 200 ADJUSTABLE RING HANGER 0 BOTTOM BEAM CLAMP, ROD, AND RING 10 L THREADED CONCRETE ANCHOR FIG. 100 ALL THREAD ROD AG. 200 ADJUSTABLE RING HANGER CDSELF DRILLING ANCHOR, ROD AND RING BAR JOIST SWAY BRACE ATTACHMENT TOLCO SWAY BRACE ATTACHMENT PER NFPA /13 TOLCO FiGuRE 825 BAR JOST SWAY BRACE ATTACHMENT TOLCO SWAY BRACE / ATTACHMENT BRACE ATTACHMENTS MUST BE (1) FIGURE 825 BAR JOIST SWAY BRACE ATTACHMENT FIG. 909 SWIVEL SWAY BRACE FITTING 101. FIG. 1000 SWAY BRACE ATTACHMENT LATERAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT FIG. 4A PIPE CLAMP FOR SWAY BRACE 0 LONGITUDINAL EARTHQUAKE BRACE NON -THREADED BRACE PIPE • 21/2 0 ONiSEX STAIR 2201 OpEN TO 8x3 CONCENTRIC REDU,CER EXISTING 8" UNDERGROUND (A) EXISTING RISER DETAIL UPPER FIRE SPRINKLER PLAN /IN 41 SCOPE OF WORK EXTEND FIRE SPRINKLER SYSTEM TO PROTECT NEW TENANT. GENERAL NOTES 1. = EXISTING UPRIGHT IN SHELL CONDITION TO REMAIN. 2. DASHED EXISTING FIRE SPRINKLER PIPING (SIZES NOTED). 3. SEE DETAILS FOR TYPICAL HANGERS. 4. ALL PIPING UNDER NEW MEZZANINE TO BE ELEVATED TO 9'-2" AFF. 5. SEE DETAILS FOR SEISMIC BRACING. FLOW TEST STATIC RESIDUAL FLOW SOURCE LOCATION 1 50 20 7474 SMITH FIRE RISER HYDRAULIC PLACARD Er As Noted in Red Er Per The Attached Letter These plans have been re,1,4ewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Accepnnce is subject to errors and omissions:which cto not authorize violations of adOpted standards and ordinances. The responsibility for the adequacy.of design rests totally with the designer. Additions, deledons 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. F LE COPY Wdd stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. um 4t• • • • • VICINITY AP irl) ERACE PIPE HANGER LEGEND A "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND PIPE -0 -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE 4.41 1.1 16 8 16 2 SPRAY 1/2' 17 32 SPRAY DRY TYPE • STATE CERTIFICATION TEMP RATING ,!°) n_MIE 1/2" Mm ZO WM 1" 1/2" APPROVAL REQUIRED WSRB CITY OF TUKWILA SPRINKLER HEADS USED SYM MANUF MODEL RELIABLE 41 RELIABLE FIER *0 RELIABLE FIFR TYPE THREAD SIZE ORIFICE SIZE HEAD ESCUTCH FINISH FINISH TEMP CHROME CHROME HSW 0.R. SSP BRUCE N/A NJA El 111 OMNI 104 TOTAL 117 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR DA APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, -200'2 -EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, -2002-EDITION. 5. PIPING SHALL BE IN ACCORCite NFPA PAMPHLET NO. 13, -200Z7LDITION 'A 0942 6. JOINING OF PIPE AND FUINGS. THREADED & WELDED, SHALL BE IN ALA..uRDANCE WITH NFPA PAMPHLET NO. 13, -2002-EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED By OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA . DESIGN PER NFPA 13 (2007 EDITION). Please call: 575-4407 and give this job and exact address for shut, riown or restwation approval; PIPE NOTES . ALL THREADED PIPING TO BE SCH-40. . ALL GROOVED PIPING TO BE FIRE FLOW. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: PAID Tukwila Fire PROJECT NAME: OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE 17100 SOUTHCENTER PARKWAY TUKWILA, WA ARLAND SANDBORN ATItIOT FIRE OR, 2707.70TH AVENUE EAST TACOMA, WA 98424 WWW.PATRIOTFIRE.COM clintc@potriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 DESIGNER CLINT CARR SHEET DATE 2-11-2009 JOB NO. 12-11841 1 OF 1 FP -1 r REMOTE ANNUNCIATOR MODEL RA -1000 li_ ::-:--,,,-] P EXISTING RISER VOLTAGE DROP NAC# VDC % 16/2 FPLP INITIATING CIRCUIT WIRING @EOL DROP 1 20.26 .69% 2 19.06 6.57% 3 - - 4 - - FACP #16/4 L® Farenhyt IFP -100 Qp TO CENTRAL PHONE LINE #1 DUAL STATION MAE PHONE LINE #2 - DIALER 120 VAC S (DEDICATED CIR.) ®SILENT KNIGHT SLC 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 NAC -1 #16/2 NAC -2 El El El CI El El 113 CEI El CI El El 1111 131 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 CILIC1013111110111310000121 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 DOM 110cd BELL EOL .202ma .031 ma BATTERY I BATTERY 12V-12AH 12V-12/1 #14/2 L 120 VAC 5 (DEDICATED CKT.) EXISTING RISER VOLTAGE DROP FSE# VDC % 16/2 FPLP INITIATING CIRCUIT WIRING @EOL DROP 1 18.88 7.46% 2 18.48 9.39% 3 19.00 6.85% 4 19.60 3.91% FRE ALARM SIGNAL EXPANDER ®SILENT KNIOHT Qab MODEL 5499 NAC -1 1 1 NAC -2 1NAC-3 NAC -4 1:f rrr. h rh. �r BATTERY 1 BATTERY 12V-7AH 12V-7AH #14/2 15cd .066ma M M M 95cd 15cd 15cd 15cd 15cd 15cd 185cd El EOL NEW CIRCUIT .194ma .066ma .066ma .066ma .066ma .066ma .297ma 115cd 115cd 115cd 75cd 75cd EOL .218ma .218ma .218ma .176ma .176ma 185cd 185cd 185cd 185cd EOL .297ma .297ma .297ma .297ma 115cd 185cd 185cd 185cd EOL .218ma .297ma .297ma .297ma 75cd 75cd EOL .176ma .176ma EXISTING RISER DIAGRAM M 33:049 33:048 CI 0 1 FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG-16-THHW FOR DIRECT BURY/WET LOCATION KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL Operable . I 1111]4i1- WALL TOP @ 66" 1 FACP J Mr ANNUNCIATOR .4-Sidewall 1.1 (374 min 1.37 (474 maximum m R.) mum WALL TOP @ 66" I ANN I TRANSMITTER FIELD VERIFY I TRAN 1 SUBSCRIBER TERMINAL UNIT FIELD VERIFY 1 STU 1 1J HORN I WALL @ 80"-96" DC MINI -HORN WALL @ 80"-96" HORN -STROBE WALL @ 80"-96" CEI BELL OUTSIDE WALL @ 10' CEA BELL -STROBE WEATHER PROOF ON WALL @ 10' CHIME FIELD VERIFY c O SPEAKER WALL @ 90" STROBE 5 SR SYSTEM SENSOR- .. WALL @ 80"-96" p JUNCTION BOX FIELD VERIFY DOOR HOLDER FIELD VERIFY UM DOOR STRIKE FIELD VERIFY MI F MANUAL PULL STATION WALL @ 48" O SMOKE DETECTOR ABOVE CEILING ABOVE CEILING OR IN DUCT SMOKE DETECTOR CEILING - 3' FROM AIR DEFUSER • SMOKE DETECTOR BELOW FLOOR BELOW FLOOR 135° RATE OF RISE HEAT DETECTOR CEILING O 200° RATE OF RISE HEAT DETECTOR CEILING 135° FIXED TEMP HEAT DETECTOR CEILING 2000 200° FIXED TEMP HEAT DETECTOR CEILING WF WATERFLOW SWITCH RISER PIPE Ps PRESSURE SWITCH RISER PIPE TS TAMPER SWITCH GATE VALVE JB JUNCTION BOX ALONGSIDE DEVICE FIELD VERIFY FIRE SIGNAL EXPANDER WALL TOP @ 66" ® M MONITOR MODULE FIELD VERIFY CEILING MOUNTED HORN/STROBE 2 PC2R SYSTEM SENSOR CEILING a CEILING MOUNTED STROBE 1 SCR SYSTEM SENSOR CEILING Crestwevu'` Park',"1.4 31,64B17-.61.= === l S=137 -tel a;, SeaTac :\ vOtlT 7:17"..:7:7 h:T=7.7..7)?6.....zst7:4).7. \\.\.::„: _ C ,6 _; ;r :cbI . C6:-;le::,:'i•-: 1 e _I ;S717911-5:4\'\ - 5= 7 11_ ' ';t�, \ 1i I -181st-SY J t`1ti; ^it ice 1 " 1 '- rn v ;‘,.52., ea y O \ttiric 1¢ Valleytkdg'ePark \ \ /r Microsoft .Corp: to and/or su pliers1lAll rig Bow Lake park Copyright:02005 s eserved. // rf t Wila 9- l4 l l- Southcenter.: Malt'___: - 17250 Southcenter Pkwy, se,,, 17250 Southcenter Pkwy Seattle, WA 98188 tt 1`t�4 111 It 1 \1 gale-Park:Dr::. . 0.0)( !l it I), I l� aker::8lud-... :Treck:::Dr'_: Midland:.::Dr �Triland-0r -_-.! 11817 General NoleS N,F,P,A, 72-2002 difion Aa-ec, n,6,3,1,,,heaf-Sensing fire defectors Shall be located on the ceiling not lessthan 1OOmm (4 in,) from the sidewall or on the 5idewall5 between 1OOmm and 300mm (4in, and 12in,) from the ceiling, See figure ,n,6,3,/ Aa--Sec n,7,3,2,1,,,5moke defectors Shall be located on the ceiling not lessthan 1OOmm (4 in,) from a sidewall to /he neat edge or, if on a 5idewall, between 100mm and 300mm (4in, and 12in,) down from /he ceiling to /he top of the detector, See figure x,5,73,2,1 Aa-sec, A,n,7,41/ Defectors Should/not be located in a direct airflow or closer than Irl (3 ft,) from an air Supply dI[fuer or,refum air opening, Supply or return sources larger than those comMonly found in residential and small commercial e5tablihment5 can require greater cleaarance to smoke detector, Similarly, Smoke detectors should be located farther away from high velocity air Supplies, 4 -ec, n,12,4 The operable pari of each manual fire alarm box Shall be A° not less than 1,1m ( 2 f/,) and no/ more than 137x9 (4 14 ft,) above A floor level, See figure x,5,12,4 5 -sec, 7,5,4 /Vali mounted appliances Shall be mounted Such that the en/ire lens i5 not less than 2m (80 in) and not greater than 2,4m (9in,) above the finished floor, See figure x,75,4 6 'Sec, 4,4,1,4,1 Dedicated branch circuit, A dedicated branch circuit of one of the following Shall Supply primary power; (1) Commercial /1117/ and power, . (2) An engine -driven generator or equivalent in accordance with 4,4,1,9,2, where a person Specifically /rained in i/5 operation on duly al all times, (3) An engine -driven generator or equivalent arranged for cogeneration wilh commercial lith/ and power in accordance with 4,4,1,9,2, where a person Specifically /rained in its operation on duly al all /imes, Ceiling r/////// 100 mm (4 in.) T• Acceptable here Note: Measurements shown are to the closest edge of the detector. ///e Never here / / Top of detector / acceptable here / x,5,7,32,1 / 1t0 mm (4n in.) minimum 300 mm (12 In.) maximum / / Sidewall Sidewall / / / 2m (80 in.) / minimum / 2.4 m (96 in.) maximum / Lens Finished floor /////////////1 XUKWILA FIRE DEPARTMENN7 Please calla 575.4402 and give this job and exact address for shut. down or restoration approval. FILE l 0 CCEPTE Without Comment's As Noted in Red Per The Attached Letter These plans have been reviewed by The TuhlJHa Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors anti omissions which do not authorize violations of adopted stanaaras and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these draw ngs atter this date will void thie,acceptance and will require a resubmittal of revised drawings for subsequer t approval Final acceptance is subject to field test and inspection b! The Tukwila Fire Prevention Bureau. Date: 77/ 7 / 7 By. 41AI Si ( R•tl $k4j0v1S rttyl PeN act r elCi k SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE EXISTING FACP, AND RELOCATE EXISTING DEVICES, FOR THE PURPOSE OF TENANT IMPROVEMENT. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH RAYBECK INC. 7423 COSGRAY RD. DUBLIN OH, 43016 PROJECT MANAGER : JEFF WAGNER PHONE : 1-614 334-3381 FAX : 1-417-882-4603 SUPERINTENDENT: PHONE: FAX : 170 CERTIFICATE OF COMPETANCY STAMP 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 Re -inspection Fee and termination of the i JUL 17 2007 J Zs�(g z t ,/� Dila Fire sr As, SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 DSW SHOES SOUTHCENTER SQUARE BLDG. N 1-725-0-SOUTHCENTER PKWY jy TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 7/16/07 1 OF 2 FA7117 Operable . I 1111]4i1- Mr part m fl.) r 12,4 Finished floor .4-Sidewall 1.1 (374 min 1.37 (474 maximum m R.) mum ////////////// Sidewall / / / 2m (80 in.) / minimum / 2.4 m (96 in.) maximum / Lens Finished floor /////////////1 XUKWILA FIRE DEPARTMENN7 Please calla 575.4402 and give this job and exact address for shut. down or restoration approval. FILE l 0 CCEPTE Without Comment's As Noted in Red Per The Attached Letter These plans have been reviewed by The TuhlJHa Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors anti omissions which do not authorize violations of adopted stanaaras and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these draw ngs atter this date will void thie,acceptance and will require a resubmittal of revised drawings for subsequer t approval Final acceptance is subject to field test and inspection b! The Tukwila Fire Prevention Bureau. Date: 77/ 7 / 7 By. 41AI Si ( R•tl $k4j0v1S rttyl PeN act r elCi k SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE EXISTING FACP, AND RELOCATE EXISTING DEVICES, FOR THE PURPOSE OF TENANT IMPROVEMENT. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH RAYBECK INC. 7423 COSGRAY RD. DUBLIN OH, 43016 PROJECT MANAGER : JEFF WAGNER PHONE : 1-614 334-3381 FAX : 1-417-882-4603 SUPERINTENDENT: PHONE: FAX : 170 CERTIFICATE OF COMPETANCY STAMP 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 Re -inspection Fee and termination of the i JUL 17 2007 J Zs�(g z t ,/� Dila Fire sr As, SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 DSW SHOES SOUTHCENTER SQUARE BLDG. N 1-725-0-SOUTHCENTER PKWY jy TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 7/16/07 1 OF 2 FA7117 H O 0 O O TO FSE CKT#3 TO CLEARANCE AREA 15cd OFFICE xx x �Xxx xxx 4.„„. • X O O AST AST AST C MIR O O O O EOL 185cd O O u' O O O O �J 0 O 0 O O L X O u AST O DSW SHOES 1 /8"= 1 '-0" 0 0 0 0 0 1 I FLAG NOTES: EXISTING DEVICE TO REMAIN UNCHANGED. EXISTING DEVICE TO BE RELOCATED TO POSITION SHOWN. SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE EXISTING FACP, AND RELOCATE EXISTING DEVICES, FOR THE PURPOSE OF TENANT IMPROVEMENT. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH RAYBECK INC. 7423 COSGRAY RD. DUBLIN OH, 43016 PROJECT MANAGER : JEFF WAGNER PHONE : 1-614 334-3381 FAX : 1-417-882-4603 SUPERINTENDENT : PHONE : FAX : CERTIFICATE OF COMPETANCY STAMP iff 5. Asm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 DSW SHOES SOUTHCENTER SQUARE BLDG. N 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 7/16/07 2 OF 2 FA7117 f o r � 0 J 0 0 �J 0 O 0 O O L X O u AST O DSW SHOES 1 /8"= 1 '-0" 0 0 0 0 0 1 I FLAG NOTES: EXISTING DEVICE TO REMAIN UNCHANGED. EXISTING DEVICE TO BE RELOCATED TO POSITION SHOWN. SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE EXISTING FACP, AND RELOCATE EXISTING DEVICES, FOR THE PURPOSE OF TENANT IMPROVEMENT. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH RAYBECK INC. 7423 COSGRAY RD. DUBLIN OH, 43016 PROJECT MANAGER : JEFF WAGNER PHONE : 1-614 334-3381 FAX : 1-417-882-4603 SUPERINTENDENT : PHONE : FAX : CERTIFICATE OF COMPETANCY STAMP iff 5. Asm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 DSW SHOES SOUTHCENTER SQUARE BLDG. N 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 7/16/07 2 OF 2 FA7117 1.5 1.5 IX ; 1 • ��I. 1 I o: .I ,,E4 ORALE 1 S• •x1#•' 21111.4.,•-•'SWS2•2#.10,#.#34c•- 109 `f' ' #TA2.3 T®�►� !IiieiiTEI - I CO PLES 1� I TR ENT 1 . 9'-y tz111 OE -- C.1311- ;:11D11 1.5 - N31� 1.5 - C--IF�II 011011 2#4•��I90S�dt PIPE SIZE SCHEDULE dYR21M111441 INTERNAL DIAMETER END PREP TYPES ALLOWED .11 a WAt611PEE • 1 iI 0.133 1.049 1HREADED, CUT GROOVED. ROLL GROOM, PLNN Elm, FOUSHED a 0.044 •• WALL THICKNESS ROOM #70 104 1 1 Il 4/41,11F/AMI gm 11 --- AI; 11 15 0 1.5 0 • A=L O' ,.. , 0 ' I.e 11111M11 /LSI/AMIM//Iq ACIAL UFOOM #, w AM I i. ._ ANIIIM_ i 1 90/90 A P AI m.1 tam. 1 aMngnc` MO PM ifer•v•MPSI KW IP.1 COM r•TOSOMT•T•D P. GE 1 1.5 1.5 0 1.5 1.5 E� ON;; 100 1.5 1.5 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /y-S-oq 3 and exact address for shut- down or restoration approval. PIPE / FITTING LEGEND N�iN! S EXIST NEW PLUG 31) NEW STRAP TEE 1.5' x 1'(19) •.L„ r7mlr;c' �- `5'•,.C.L, ,.. ester HYDRAUUCALLY MOST DEMANDING AREA: DENSITY: .15 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 519.4 GPM AT 107.5 PSI (INCWDING 0 GPM FOR INSIDE HOSE STREAMS) SPRINKLER PLAN 0 SCALE 1/4'=1'-0' WALL LEGEND These plans ha, ,1 evie•wec by file Tukwila Fire Prevention Bureau .. .:onFormancewith current City standards. Accept ,sc subject to errors and omissions which do no 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: `'~a A - / By: '4161/411 EXISTING WALL NEW WALL TO CEIUNG NEW FULL HEIGHT WALL FLEX LEGEND FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH ONES ARE INSTALLED AT APPROXIMATELY 21'-6' AFF. 2. ALL HANGERS ARE TO BE TYPE 'CP' UNO. 3. SEND 10' OF BULK 3/8' ATR FOR CTS HANGER RODS. 4. NEW SPRINKLERS IN ACT CEIUNGS ARE TO BE CENTERED IN THE 2' DIMENSION OF THE CEIUNG TILES. 5. ALL DROPS INTO ACT CEILINGS ARE TO BE PER FLEX DROP DETAIL UNO. ALL FLEX DROPS TO BE 48° U.N.O. 6. EC SPRINKLERS TO BE SPACED TO A MAXIMUM OF 16x16' AND NO MORE THAN 8'-0' FROM ANY WALL r METAL DECK (2) 1'x 1/4'- TEKSCREW ILE �TOLCO HG. 78 3/8' CEIUNG PLATE -- 3/8' ATR -HANGER RING HANGER 'CP' iD r REHM 111 4 o FOC (BY OTHERS) (Bpi) - NNW 4. MN IIII 1•11% ' i B'ODCVA OTTERS] 9Y !! I (B) NEW STRAP ON EXISTING BRANCH UNE NEW PER PLAN B NEW 1'90'L dr°1•11 1(11-6) U.N.O. NEW 1'90'L 48' BRAIDED EASYFLEX NEW SSP SPRINKLER PER PLAN - FLEX DROP DETAIL 1.5' 1.5' 1.5' 1.5' 1.5' 1.5' TYPICAL ROOF CONSTRUCTION MEMBRANE ROOFING GLASS FIBERED SURFACEED F/GID INSULATION (R-30 MIN.) STEEL ROOF DECK 8 STEEL ROOF JOISTS PER STRUCTURAL PLAN T.0 PLATE T.O. REVEAL N.A.S. - NONCOMBUSTIBLE VOID SPACE 2T-10 4' O 1.5' SEE SPRINKLER PLAN ON THIS SHEET FOR AREA OF WORK CALCULATION REFERENCE AmerldazaaritrAtcrAfr 22-8' 12 23-5 23-9 4' O � 11 NEW 9-0' AND 0.6' ACT CEIUNG CONCRETE 8LAB ON GRADE -.. TYPICAL CON TILT -UP 3p 2T T.0 PLATE 103 T.0 PLATE NONCOMBUSTIBLE CANOPY N.A.S. L - - J BUILDING SECTION NTS MAKE TYPE LEN NIPPLE EASY FM -BRAID 48' 1/2' EASY FM -BRAID 60' 1/2' EASY FM -BRAID 72' 1/2' BRKT SCRW GINTY ACT NA 10 ACT NA 1 ACT NA 1 SPRINKLER LEGEND SYM 1 MANUFACTURER S.I.N. TYPE MODEL U3C3J10.1111 P. CI, IFINLY1 1E30. CUVrtlir EXISTING 0 UNCHANGED SSP CHR CHR 5.6K 1/2' 155° EASY FM -BRAID 48' 3/4' ACT NA 11 EASY FM -BRAID 60' 3/4' ACT NA 4 EASY FM -BRAID 72' 3/4' ACT NA 3 NEW BRACKET LEGEND: O RELIABLE RA1414 SSP F1FR36 CHR CHR 5.6K 1/2 155° 12 ACT = STANDARD OGSB BRACKET ® REUABLE RA7218 EC -SSP J112ECOH CHR CHR 112K 3/4' 155° 18 GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TOS ENDS, AND SBB CLAMP TEK = (2) 1/470.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90°5-1/2' = SHORT 90' NIPPLE 3' LONG 90'7-1/2' = TALL 90° NIPPLE 5.25' LONG TOTAL NEW 30 ABBREVIATIONS AFF BOB BOO Ba BOP EDT CRS FO 1FOW 0804 NAS ABOVE FINISHED FLOO1 BOTTOM OF BEAM BOTTOM OF CECIL BOTTOM OF JOIST BOTTOM OF PUNUN BOTTOM OF 10.15S CUT TO SUR FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. 5P08800 UNLESS NOTED 085003E D SYMBOL LEGEND CENTERLINE: OF PIPE TO REFERENCED STRUCTURE: IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES 0 HYDRAULIC CALCULATION NODE - III- FLEXIBLE COUPLING -11 RIGID C9CILING REVISIONS NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH T.0 SLAB (F.F. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED .11 a WAt611PEE G,y�, IN GALLONS 1 40 0.133 1.049 1HREADED, CUT GROOVED. ROLL GROOM, PLNN Elm, FOUSHED 2.053 0.044 •• WALL THICKNESS PER IFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW HAND AND STONE T.I. AT SOUTH CENTER SQUARE BUILDING 'N. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH ONES WITH STRAP TEES WILL BE INSTALLED BELOW THE NEW CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. 2. NEW SPRINKLERS INSTALLED IN ACT CEIUNG TILES WILL BE CENTERED IN THE 2 DIRECTION OF THE TILES, EXCLUSIONS: 1. PAINTING OF PIPE. 2. SAFE -OFF TRIP 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 6. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED - UNO) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2010 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW OFFICE DENSITY .15 GPM / 1500 SQ. FT. HYDRAULIC CALCULATION DATA ACTUAL DENSITY: 0.15 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 519.4 GPM AT 107.5 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 769.4 GPM AT 115:1 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) EXISTING RISER LOCATION PAID ED APR 2 i 201' WIG PROPERTIES TUKWILA FI PROJECT MANAGER : GREG EDWARDSON PHONE : 253-686-6277 FAX: SUPERINTENDENT: PHONE: FAX : SITE PLAN NTS WASHINGTON STATE I FIRE PROTEC ION SPRINKLER SYSTEMS *Nicholas Nello Grassi 5968-1111-C Level 3 Smith Fire Systems, Inc. SMITHF 1360T 10 NT W 0 CERTIFICATE OF COMPEIENCYSTMQ 5st c0 z CD 1 w U 0 w Er z 0 U SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 HAND AND STONE TI @ SOUTH CENTER SQUARE -'N' 17100 SOUTHCENTER PKWY- STE 136 TUKWILA, WA DESIGNER DATE SHEET JOB NO. NICK G 4/18/2014 1 OF 1 TI14069 MANUFACTURE MODEL DESCRIPTION SYMBOL SILENT KNIGHT IFP -100 FIRE PANEL I WC -101 SILENT KNIGHT SD500-APS PHOTO SMOKE SILENT KNIGHT PSDA PULL STATION SILENT KNIGHT SD500-MIM MONITOR MODULE 0 f,., SILENT KNIGHT SD -500 -ARM RELAY MODULE A GENTEX GCC/GCS HORN/STROBE STROBE em c{ SILENT KNIGHT 5496 POWER SUPPLY (.�e4.) t \l-C.IkEr, t-i)OQ L sAor e, *) DIMENSION TO t DEMISING WALL DIMENSIOWTQ QUTSIDE FACE OF STOREFRONT ON EAST FACADE. \,\ PREP erP; Me Protection, I 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 600-681-1125(Phone) 11111111111111 425-953-4546(Fax) ''416/8" •C(iOKLINE DIMENSION TO t DEMISING WALL \� - 1 \ ,j 1vtk�.. 51 L :.-110. S . s t r -I I 1/2" 4'48 5/8" a"7/� r? Mk9�i J 28'-6 3/4" +- Av.A .1t.10....:. EVATOR VERIFY HAL WAY A041trwsvv a"mm a;,mawa 1'-4 1/2" 5bo5 I fAc.P %//l ;T:S -r L.oc.A-C eo i.(\ ex \ -s-n, n(aa r—� c&C i5PR,'roc ..e "SOOPE ORMWORK" 4,0 STAIR WEST DINI 110 ...la i • II i .CENTER:::-::::-:.:,...- •DINING • 15'-2 3/8" NST L AN A' T0tvtATIC FIRE`ALARM SYSTEMIN A ALL ✓l WIRE %/ct.0 !3' occ_p TO BE FPLR-MIN 18AWG, 16AWG FOR NAC CIRCUITS. ALL STROBES TO BE AT 80" ON BOTTOM, HORNS TO BE 75 DB MINIMUM THROUGHOUT: ALL PULL STATIONS AT 48. ON TOP. MOf tI'rORING VIA UL LISTED CENTER STATION. A FULL SERVICE AGREEMENT IS IN PLACE TO ASSURE PROPER TESTING AND MAINTENANCE PER NFPA 72 STANDARDS. ALL WORK TO BE PERFORMED IN WORKMAN LIKE FASHION. INSTALLATION SHALL MEET NFPA 72, UBC, UFC, WAC, IFC AND ANY LOCAL AHJ CODES. A FULL PRE-TEST SHALL BE COMPLETED PRIOR TO CALLING AHJ FOR F1,NAL ACCEPTANCE TEST. ©.TEC?o© dk teal yte,, NFPA® 0008w00805A1 0 ftv 0 Ad, Aiii' Flre Preteen ,h. Itie. 1730GIES NROf Ev+rt1rrr WA 8(3204 Fe 5.. /0-c BAR SEA? DIE DRAWN BY CONT#FIREPL*021 M. LI#CATS*RLb2 D 4 SEATTLE FIRE Dr4Pi geftLo• I NICE1-#4— Oy78T/ CFPS#1473 PROPER Y OF ANIO ALG Iti" FIRE Phbt' TMY DIMENSION TO t DEMISING WALL 7'-7 5/8" SOUTH DINING i,. BBY / W ITING THE .OLD SPAGHETTI. FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON CFP®. 01473 FIRE ALARM 1 FIRST FLOOR PLAN 3/16"=1'-0" NORTH 0 Without Comments ' A rv:J..ed,in Red 0 Pn Me Attached Letter These plans have iEvIewed by The:Tukwila Fire Prevention Bureau -;n ccrlrormance-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, deletio1 , revisions to thq a drawings after this date will void y and will require a resubmittal of r °.lei d c , vngs for, subsequent approval. Final acceptal tc' Ir c, i4,r ,r+ Y ' J tea and. Inspection by The. Tukwila Fire r rry :a •; Su eau. 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 Alarrn and Detection Systems. Failure of test will result in a Reinspection Fee and termination of the testing;,. s,. T4JKCWILA FIRE DEPARTDA Please call: 575-440Z and give this job No. O 9— and exact address for shut. 4i)Wr+ or restoration approval. Job No: 0826 File Name: Date: . 10/31/08 Rev: PAID - 2.009 Tukwila Fire Sheet No: FA— 11 16'-5 5/8" 2 -2 3/8" 3 5/8" 103'-4" 1'-8 3/8" 3 5/8" , 3 5/8" 11'-7" 3 . 8" 7'-3 1/2" 3 5/8"EMI= 28'-6 3/4" +- IMENSION TO t EMISING WALL. x.».. ilii4�ti s "ill � T iti;ll" j�I FP; Fire Protection, Inc, 1730 GIBSON ROAD EVERETT,jWA 98204 (425) 290-9600 or 9O0-681.1125(Phone) 425-353-4546(FFx) --STA 1II•MS 111111011111.1 PrIelk—garl 1.11.1111111111 MNEN M MOM 4MEN N �.. P DN 1' HAL WAY IYI:L7�1 I +er ara:a: l• I'I�lii b ALIGN FACE OF WALL WITH BELOW. ALIGN OFICE ALLWAY �iI�LI!i"Ji1�( 6'-3 3/8"'' ALIGN ALIGN OPEN TO BELOW � NOTES. -FLOOR PLANS: KEYNOTES - FL- 70R PLANS: DEMOLITION KEYNOTES: LEGEND FLOOR PLANS: 1. 2. 3. 4. 5. 6. 7. B. ALL INTERIOR WALLS TO BE < WT -83 > UNLESS OTHERWISE NOTED. 0 EXISTING DOOR 10 REMAIN. SEE DOOR SCHEDULE FOR ADDITIONAL WORK. ' , 2 NEW STOREFRONT. REWORK/INFILL DOOR OPENING 0 O SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. 40 42" HIGH DECORATIVE METAL/WOOD GUARDRAIL, TYP.. 5 LINE OF FLOOR EDGE ABOVE.: 0 6 NEW ELEVATOR'3HAFTAND PIT. SEE A5 1 FOR ADDITIONALSEESHEETFOR 0 0_ INFORMATION. 7O. SEATING AND FURNITURE SHOWN FOR REFERENCE ONLY. SEE OWNER'S INTERIORS DRAWINGS FOR INFORMATION, O PROVIDE SINGLE DOOR IN LIEU OF EXISTING DOUBLE DOORS: MODIFY STOREFRONT, SYSTEM AS REQUIRED FOR NEW WORK. O WALLS AND CEILING OF CLOSET BENEATH STAIRS TO BE OF 1—HR RATED CONSTRUCTION PER IBC SECTION 109.5.3. WALLS PER IBC 7720.1(2): 13.1.1, CEILING (2) LAYERS 5/8" TYPE'X' GWB ON 8" STL STUD FRAMING @ 16" O.C. 10 PROVIDE OPENING AS REQUIRED IN 2ND FLOOR SLAB FOR HVAC AND EXHAUST DUCT RUNS. 11 STAINED GLASS LIGHT BOX, SEE DETAIL OSECTIONBE EXISTING STOREFRONT DOOR AND WINDOW TO REMOVED AND/OR MODIFIED AS REQUIRED TO' PLACE NEW WORK D7 EXISTING EXTERIOR DOOR TO BE REMOVED OR SECURED SHUT. CONSULT W/ ANDLORD & GW NER FOR FURTHER DIRECTION PRIOR PERFORMING WORK ALL EXTERIOR ALSTO — UNLESS OTHERWISE NOTED. I R W L BE WT 1B > 12 REPLACE STUD FURRING IN THIS LOCATION TO ALLOWINFORMATION. FOR ELECTRICAL ECTRICAL PANELS TO BE FLUSH MOUNTED. VERIFY EXACT LOCATION AND DEPTH REQUIRED: 13 MECHANICAL SHAFT ABOVE MMT2=EZ MASONRY STRUCTURAL ALL, SEE DRAWINGS FOR ADDITIONAL METAL STUD WALLSE E , STRUCTURAL DRAWINGS FOR . . ADDITIO INF NAL OR MATION WALL TYPE TAG, FULL HEIGHT UNLESS NOTED OTHERWISE, A2 01 IONA NFO TION. ADDITIONAL INFORMATION. WALL TYPE TAG WITH PARTIAL WALL HEIGHTS NOTED SEE SHEET A2.01 FOR ADDITIONAL INFORMATION. WALL TYPE TAG WITH 31/2" SOUND INSULATION BAITS ADDED. DOOR TAG, SEE SHEET A70.01 FOR DOOR TYPES AND SCHEDULE. TABLE NUMBERS TYPICAL DIMENSION — FACE OF STUD OR MASONRY, UNLESS NOTED OTHERWISE. SEE SHEETS A10.01 FOR FLOOR FINISHES & ROOM FINISH SCHEDULE. ALL DIMENSIONS TO FACE OF STUD OR MASONRY UNLESS NOTED OTHERWISE. ALL WALLS FULL HEIGHT TO FLOOR OR ROOF ABOVE, UNLESS NOTED OTHERWISE. GENERAL CONTRACTOR TO PROVIDE ADEQUATE BLOCKING FOR ALL BOOTHS, CABINETRY, KITCHEN EQUIPMENT AND AV EQUIPMENT. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. ALL WALLS AROUND RESTROOMS TO HAVE 3 1/2" SOUND BATT INSULATION. ALL WALLS SEPARATING KITCHEN / SERVICE AREAS FROM DINING /BANQUET AREAS TO HAVE 3 112" SOUND BAIT INSULATION. • < WT -XX } — WT- 42" S < WT—XX >-- © O 4'-0" THE OLD SPAGHETTI FACTORY SOUTHCENTER SQUARE TUKWILA, WASHINGTON FIRE ALARM Job No: 0826 File Name: Date: • 10/31/08 Rev: Sheat No: FA-- 2 43-9' 4 1 O TREATMENT ROOM 2 .T. RObM 1.5 A 1.5 REAK ROOM 1.5 1.5 ) ) "Able 06avamseaarrAMM oMAvr 1.5 :.rw-tT..wxvw: v wv:"TR a-.va T• awTICIRARECANC•s-aS 9'-0' A.F.F. TREATME T ROOM • ®1 W.G. OILE-T 1 A.F.F OR TATIOI FILA STORAG 9'-0' A.F.F. 5 CONSULT 2 9-0 A.F F. 1 12 15 H 9'-0' A.F.F. CONSUL 1 OPP_ED_HEADE' 8'-0' A.F.F.0 ss sr.s=_-u•W ism I .. I0•-0" F.F. 1 i®l��I>� 1.5 ) 1.5 t A r 15 i y' 1.5CT !d I--11) 1- 1.5 W 1 2x 35 - 0 - HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: 0.15 GPM OVER 1503 SQUARE FEET SYSTEM DEMAND AT 80R: 514.9 GPM AT 912 PSI (INCWDING 0 GPM FOR INSIDE HOSE STREAMS) \ SPRINKLER PLAN SCALE 1/4'=1'-0' PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE S NEW STRAP TEE WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST: DATA SUPPLIED BY ELEV. OF FLOW TEST: 150 PSI 20 PSI 7474 GPM SOUTHCENTER BLVD AND MINKER AUGUST 12, 2006 CITY OF TUKWILLA 26-0' (SAME AS SITE) WALL LEGEND 1///////////1 L X,X,AX XXXXXXXI EXISTING WALL NEW PARTIAL HEIGHT WALL NEW FULL HEIGHT WALL FLEX LEGEND NEW STRAP TEE EXISTING - - BRANCHLINE 1" ELBOW 1(0-4) UNO NEW ELL ---- 1(11-0) UNO FLEX DROP 11'-21/4' NTS TYPICAL ROOF CONSTRUCTION MEMBRANE ROOFING GLASS FIBERED SURFACEED RIGID INSULATION (130 MIN.) STEEL ROOF DECK& STEEL ROOF JOISTS PER STRUCTURAL PVN 28-0' T.0 PLATE SAMMYXP2O 3/8' ATR MIKHANGER RING HANGER 'X' T.O. REVEAL NAS. - NONCOMBUSTIBLE VOID SPACE 21•-103/4' o Without Comments p As Noted in Red C4 Per The Attached Letter O 3 11 KS) 1n These plans have been reviewed by The Tukwila EXISTING RISER event an Bureau for conformance with current City ,andards. Acceptance is subject to errors and „,.nissions which do not authorize violations of adopted : ndards and o dinances. The responsibility for the quacy of design rests totally with the designer. ditions, deletions or revisions to these drawings after alis date will void this acceptance and will require a resubmlttai of revised drawings for subsequent approval. Th al acceptance is subject to field test and ins ectlo Tukwiijr Prevention Bureau. B.� ate, Ci'.k '11 By: AIV 1 by 0 225' 235 23-9 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. _ /-S-aI3 and exact address for shut - CONCRETE or restoration approval. CONCRETE SLAB ON GRADE PICAL CONCRETE TILT -UP WALL \ NNIMINNI 2T-0' T.0 PLATE AV 1a5' T.0 PLATE NONCOMBUSTIBLE CANOPY N.A.S. SPRINKLER LEGEND PTUFETAiTgaiT€-glassTTITU BUILDING SECTION 'A/1' NTS l3-0' T.0 SLAB (F.F. Minkler Blvd Mali Thai 1 Cuisine (DN ABBREVIATIONS AREA MAP SYMBOL LEGEND NTS REVISIONS MAKE EASY EASY EASY TYPE MODEL FM -BRAID 48' FM -BRAID 80' FM -BRAID 72' EASY FM -BRAID 48' OUT 3/4' 3/4' 3/4' 1/2' BRKT ONTY PA 15 PA 1 PA 5 SYM 1 MANUFACTURER EXISTING S.I.N. TYPE MODEL SPIMNIER FINISH 11110.0.13,1 MEN UNCHANGED UNCHANGED SSP SSU CHR BRZ CHR 5.8K 5.6K 1/2' 1/2' 155° 155' PA 4 NEW BRACKET LEGEND: PA = PRE -ASSEMBLED T -BAR BRACKET REUABLE RELIABLE REUABLE RA1425 RA1414 RA7218 SSU REC SSP EC SSP FIFA 58 FIFA 58 J112 BRZ CHR CHR CHR F1 CHR F1 5.6K 5.81( 112K 1/2' 1/2' 3/4' 200' 155° 155' 29 4 21 TBS = SHORT T -BAR BRACKET TBL = TALL T -BAR BRACKET HCB = HAT CHANNEL BRACKET TEK = (2) 1/4'x1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW TOTAL NEW 54 AFF BOB BOO BLOT CIS FO IFOW OFOW NAS UNO ABBOOJ ABOVE FINISHED MOOR BOTTOM OF BEAM BOTTOM OF DEM BOTTOM OF JOIST BOTTOM OF PMSJN BOTTOM OF MSS CUT TO sun REL] CODER INSIDE FACE DF WALL OUTSIDE FACE OF WNL 110 AUTO. SP6IME"S UNLESS NOTED UTIERAASE ABOVE BOTTOMOFJOST 800 -I - CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLECOUPING RIGID COUPLING NO DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH PMD SEP 15 2011 TUKWILA FIRE Y� � �P12Z SD DEACON /7/PO Si /4 - -V/yD FITTER/LISTER NOTES 1, ALL FLEX DROPS TO BE 48" EASY FLEX PER FLEXDROP DETAIL 1, UNO. 2. ALL HANGERS TO BE '9X' UNO. 3. RELIABLE J112 EXTENDED COVERAGE SPRINKLERS TO BE SPACED AT A MAX. OF 14' X 14', AND A MINIMUM SPACING OF 8' BETWEEN HEADS. 4. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2'X4' TILES. 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING. OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR 13 IItH PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT of WATER I PA£ GPACB1 IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END. POLISHED 2.05 0.044 '• WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 111) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2897°AND THE CITY OF TUKWILA AOID EXISTING CRITERIA RETAIL- ORDINARY II NEW DESIGN CRITERIA: OFFICE - ORDINARY HAZARD I DENSITY: 0.15 GPM / 1500 SQ. FT. WET SYSTEM NO. 1 AREA DESCRIPTION OFFICE AREA SQ. FOOTAGE 2,740 TOTAL: 2,740 NUMBER OF SPRINKLERS 25 - 25 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM 1 1500 SQUARE FEET DEMAND AT BASE OF RISER 514.9 GPM AT 91.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE). DEMAND AT CITY CONNECTION 764.9 GPM AT 98.1 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 2375 130TH AVE NE #200 BELLEVUE, WA 98005 PROJECT MANAGER : TIM TETEAK PHONE : 425-284-4000 FAX : 425-284-4115 SUPERINTENDENT : JIM PHONE : 206-650-1276 FAX: stems, lie. S41 °811 Dece110 41 ,% SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: ( 253) 928 -1880 FAX: ( 253) 928 - 2350 EAL IMAGE TUKWILA ti 17100 SOUTHCENTER PKWY #140 TUKWILA, WA CERTIFICATE OF COMPETENCY STAMP JOE DELVO LANE L. 9/15/11 1 OF 1 NO. T111145 SCOPE OF WOE K: 1. THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SIGNAL EXPANDER, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GE\ EAL OTES: 1. INSTALLATI❑N SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS -BUIL TS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS, 3. AGREEMENT AND CONFIRMATI❑N OF ALL MILEST❑NE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATI❑N AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE M❑NIT❑RED BY A U.L. LISTED M❑NIT❑RING STATI❑N BEFORE AHJ'S TESTS, 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ, 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10, VERIFY ALL L❑CATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS, SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS L❑CATI❑NS. 12. FIELD VERIFY ALL WIRING LOCATI❑NS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80' AND NOT GREATER THAN 96' ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT, ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLL❑WING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS ❑PERATI❑NS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR C❑GENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS ❑PERATI❑N IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER 'END -❑F -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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 C❑NTINU❑US AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTI❑N 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 TIED TO GROUND ONLY AT THE FACP, 1'-0' MAX 0'-4' MIN. 0'-4" MIN. AIR e -DIFFUSER NOTIFICATION: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80' AND NOT GREATER THAN 96' FROM FINISHED FLOOR. CEILING - ACCEPTED HERE 4. PULL STATION: THE OPERABLE PART SHALL BE NOT PART ." HERE BE LESS THAN 3'-6" & NOT MORE THAN 3'-0" MIN, ADDRESSABLE FIRE ALARM CONTROL PANEL NEVER THAN 4'-6" ABOVE FINISHED FLOOR, LENS -- ®, N 5'-0' MAXI SELF CONTAINED CABINET FACP WALL MOUNTED SMOKE FIRE SIGNAL EXPANDER 1 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE 12/2 NOTIFICATI❑N FPLP ( WALL STROBE SMOKE OR HEAT DETECTOR DETECTOR SR SYSTEM SENSOR FIRE a CEILING STROBE >.z SCR DETECTOR: LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECTOR. o Q x;D `1 `r Aunt 3 `I FINISHED M FLOOR ---N X m _ X .. 0D r1 SPACI\G DETAILS DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING ADDRESSABLE FIRE ALARM CONTROL PANEL E IFP -100 FARENHYT SELF CONTAINED CABINET FACP D FIRE SIGNAL EXPANDER 1 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE 12/2 NOTIFICATI❑N FPLP ( WALL STROBE 9 SR SYSTEM SENSOR DEEP 1G CUT IN BOX a CEILING STROBE 1 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING H, CEILING HORN -STROBE 3 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING ©P PHOTO SMOKE DETECTOR 1 IDP-SM❑KE FARENHYT 4S DEEP W/1G MUDRING F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING cR N❑TIFICATI❑N MODULE 1 IDP -CTRL FARENHYT 4S DEEP ---- BATTERY 2 WKAl2-7.5F WERKER FACP/FSE ENCLOSURE EVICE LEGE\ WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 C❑NVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 150' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATI❑N FPLR 0' F 12/2 NOTIFICATI❑N FPLP 0' G 14/2 NOTIFICATION FPLR 889' H 14/2 N❑TIFICATI❑N FPLP 0' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIATOR FPLP 0' K 14/2 POWER CIRCUIT 24VDC FPLR 0' L 14/2 POWER CIRCUIT 24VDC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' 0 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R SPARE 0' S SPARE 0' WISE LEGE\L EXISTING DEVICE TO NEXT DEVICE -C F -�-C l G 1 FSE A1-1 75cd A1-2 A1-3 15cd 15cd .176rmA A2-1 15cd ,066mA .066rnA A1-4 A1-5 A1-6 75cd 15cd ® .066mA .066mA A2-2 A2-3 15cd 15cd .066mA A2-4 15cd .066riA RISE2 .066mA 15cd .176r1A A1-7 A1-8 15cd 75cd 0 EEL .066mA A2-5 15cd C EOL .066mA IA�RAv 0 .066mA .176rnA ri TUMIIj, FIRE DEPARTMENT Please caii 205-5754407 and Fregive / Z1and exact address for shut- down or restoration approval. SITE DLA\ N.T.S. FA11076 SOUTHCENTER BLDG N IDEAL IMAGE SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: SUITE 140 1068 0.858 2.309 21.691 FSE A2 SUITE 140 DeNce Type Quantity Amps Total Amps Total Maln System Board 1 0.07500 0.0750 0.20500 0.2050 NAC 1 1 0.00000 0.0000 0.85800 0.8580 NAC 2 1 0.00000 0.0000 0.33000 0.3300 NAC 3 1 0.00000 0.0000 0.00000 0.0000 NAC 4 1 0.00000 0.0000 0.00000 0.0000 Total Panel Loads: 0.075 Amps 1.393 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.393 Amps For 5 Minutes= 0.117 Amp -hours 20% Derating= 2.300 Amp -hours Total System Current Load: 2.300 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7.5 Voltage Drop Chart FA11076 SOUTHCENTER BLDG N IDEAL IMAGE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE Al SUITE 140 1068 0.858 2.309 21.691 FSE A2 SUITE 140 712 0.330 0.592 23.408 CALCUL_ATI❑N S 0 Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire ''revention Bureau for conformance with current City tandards. Acceptance is subject to errors and missions which do not ;authorize violations of adopted -tandards and ordinances. The responsibility for the : dequacy of design rests totally with the designer. additions, deletions or revisions to these drawings after ttils date will voidtir.s t,crc stance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by Tile Tukwila Fir;; Prevention Bureau. Date: / "oZ ( By: J 1 aE-J hs tl brtkke� hAhdie Gi4►r10 a►, jeche,,,jej P S. ►va.,.t-sp 12re4kt,- . FSE 1 .T. 107 BREAK 1 106 T❑ NEXT DEVICE TREATMENT G A1-2 15cd TREATMENT 1 105 1 15cc A1-4 15cd RESTROOM 1 104 1 RESTROOM 1 102 i CLST 1 1m 1 A1-6 15cd IMI Al -5 75cd J OFFICE 1 101 A1-7 15cd A1-1 75cd A1-8 75cd EOL RECEPTION 1100 I 1 A2-1 15cd 1 109 1 TREATMENT CONSULT A2-5 15cd EOL CONSULT ARE ALv PLA\ 0 8 16 SCALE 1/8"=1'-0" N®TIa 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. FLAG \TES EXISTING DEVICE PAID SEP 15 2011 TUKWILA FIRE - 00( PO' SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL*RESIDENTIAL • FIRE 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L0 REVISIONS' CONTRACT WITH' SD DEACON 2375 130TH AVE NE, #200 BELLEVUE, WA 98005 TIM TETEAK (425) 284-4000 PROJECT MANAGER! MATTHEW ABEL 253-248-2006 MABEL@SMITHFIRE,C❑M SYSTEMS DESIGNER' SCOTT JERKE SJERKE@SMITHFIRE,C❑M PROJECT' S_UTHCENTER BLDG N IDEAL IMAGE 17100 SOUTHCENTER PKWY BUILDING N, SUITE 140 TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER! SCOTT JERKE DATE: 9/15/11 AHJ: TUKWILA JOB #i FA11076 SHEET #' FA 1❑ F 1 SUITE 148 T.I. @ SOUTHCENTER (1) 0 4 B SCALE 1/4'=1'-0' FITTER NOTES 1. ALL BRANCHLINE HANGERS TO BE 6.5CF', UNO. 2. SPRINKLER HEADS WILL NOT NECESSARILY BE 'CENTERED' IN THE CEILING TILES. FLEX DROP DETAIL #50 GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED ( III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED W=IBHT is WARA/WE CAPACITY IN R.JLCJS 1 40 0.133 - 1.049 THREADED, CUT GROOVED, ROIL GROOVED, FLAN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BURT WELDING) 2.448 0.125 2 SUPER.FLO 0.074 2.227 ROLL GROOVED. POLISHED. PLAIN ENO (FOR BURT (1ELONIO) 3.456 0.202 21/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FORBUTT YARDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (Pon 8011 4519180) 6.926 0.459 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (WR BUTT WELDING) 9.927 0.773 5 10 0.134 5295 ROLL GROOVED, PLAIN END (FOR SUIT WELDING) 17.200 1.144 6 .' 0.134 6.357 ROLL GROOVED. PLAIN END (FOR SUIT WELDING) 23.030 1.649 8 •* 0.166 6.249 ROLL GROOVED, PLAIN END (FOR SUR WELDING) 40.060 2.79 '• WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE SYSTEM TO ACCOMMODATE THE TENANT IMPROVEMENT. SFS WILL ADD AND RELOCATE SPRINKLERS ACCORDING TO THE NEW WALL AND CEILING LAYOUT. CLARIFICATIONS ---ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40° F (BY OTHERS) TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS ---NO ALARM WORK OR ELECTRICAL WIRING IS INCLUDED IN THIS BID. DESIGN CRITERIA ---PEP. NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .20 GPM OVER 900 SQ. FT. (AREA OF REDUCTION TO 1058 SQ. FT. PER NFPA #13 200711,2.3.2.3.1.) NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY WALL LEGEND NEW WALL TO CEILING 17777777---72777,7 NEW FULL HEIGHT WALL FITTING LEGEND 5-1.5'x1'STRAP PIPING LEGEND P' L. E (D510 SHEET FILIAL SCREW F -TM M MEIALOECK AI -CON FI0.610 S/0' CEILING )(LATE SAY AIH HANGER RING HANGER DETAIL' CP' XKI 'O Tp T NOTICE Because of increased demand our Inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. EXISTING PIPING NEW PIPING co z 0 w 0 !0 E.: F cc 1 CC PTE l 0 0 1Nithout Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau l'or conformance with current city standards. Acceptance is !subject to errors and omissions which do not authorize violations of adopted stanciaros and or 1;nances. The responsibility for the adequacy of design re's'ts totally with the designer. Additions, deietioris car rc visions to #hese drawings atter this date will void th &acceptancet and Will re -quire a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by 1 The Tukwila Fire Prevention Bureau. Date: -07 By: / s!l fUKWILA FIRE DEPARTMEN1 Please call: 575-440Z and give this job No. 0-7 -&-X33 and exact address for shut• it)wn or restoration aoprovoi, HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND SYM MANUFACTURER S.I.N. TYPE MODEL p,- AFCON FIC. 610 CEILING PLATE, ALL THREAD ROD, HANGER RING NEW RELIABLE R36(5 REC SSP F1ER CHROME L'HROME 5.6K 1/2 155' 10 EXISTING UNCHANGED SSU TOTAL THIS SHEET 10 AFF BOB 1300 BOP BOT 90 OFOW HAS uNO ABOVE FINISHED 4L001 BOTTOM OF BRAM BOTTOM OF DEO< BOTTOM OF YYT BOTTOM OF PLR,* BOTTOM OF TRUSS CUT TO SUIT FELD ORDER INSIDE FACE CF WALL OUTSIDE FACE OF WNL NO AUTO. SM./CLEFS UN.ESS NOTED OT ELNASE BOO 0 111 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REVISIONS REASON FOR REVISION 75' QOM// CONTRACT WTTFI WIG PROPERTIES 4811 134TH PLACE SE BELLEVUE, WA98006 PROJECT MANAGER : LESHYA WIG PHONE : 425-9574774 FAX : 425-865-8648 SUPERINTENDENT: PHONE: FAX: AREA OF WORK RISER LOCATION KEY RAN PAID OCT 12 2007 Tukwila Fire 0293?P #/v SMITH FIRE SYSTEMS, INC. 1108 54(11 /NE EAST TACOMA, WA 98424 CONTR. REG. NO. SMSHFS1JEY)T Bus: ( 253) 931. 1880 FAX: ( 253) 928.2360 SUITE 148 T.I. @ SOUTHCENTER SQ. 17100 SOUTHCENTER PARKWAY ST #148 TUKWILA, WASHINGTON 98188 DESIGNER DATE SHEET JOB NO. ISAAC H. 10/10/2007 1 OF 1 TI -7209 / SPRINKLER PLAN 0 4 8 SCALE 1/4•=1'-0' FITTER NOTES 1. ALL BRANCHLINE HANGERS TO BE CF", UNO. SEND 20' OF BULK 3/8' ATR. 2. SPRINKLER HEADS WILL NOT NECESSARILY BE 'CENTERED' IN THE CEILING TILES. NEW STRAP FJas77NG BRANCHUNE 1(14-8)TOE 1' ELBOW 1 (0-3) 1' ELBOW Nal IMPAgatik4v, FLEX DROP FLEX DROP DETAIL #50 22 GA. METAL DECK AFCON FK3. 610 3!8' CEILING PLATE (4) #10 SHEET METAL SCREW 316' ATR MPG:T N TICE Because of Increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you Will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advaricq of the date you wart an inspection. HANGER MG HANGER DETAIL' CP' NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED ( III) WHICH ARE FLEXIBLE. 2. ALL STEEL PIPE TO BE AS FOLLOWS: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER ENO PREP TYPES ALLOWED EBONY OF WALCRIP E T:MAcm is wipes 1 40 0.133 1.049 THREADED. OUT GROOVED, ROLL GROOVED. PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER -FW 0.059 1.642 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER -FW 0.074 1.762 ROLL GROOVED, POUBHED, PLAIN ENO (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED. POUSHED, PLAIN END (FOR BUTT WELDING) 3.458 0.202 212 SUPER-FLO 0.074 2.727 sou GROOVED, PLAIN EM) (FOR BILTT WELDING) 4.734 0.303 3 SUPER -FIA 0.074 3.362 ROLL GROOVED, PLAIN END (FOO BUTT WELDING) 8.528 0.458 4 SUPER-F1.D 0.074 - 4.352 ROLL GROOVE0. PLAIN END (FOR BUTT WELDING) 9.927 0.773 5 10 0.134. 6.295 ROLL GROOVED, PLAIN END (FOR BURT WELDING) 17.300 1.144 8 " 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.849 8 'A 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 "• WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING FIRE SYSTEM TO ACCOMMODATE THE TENANT IMPROVEMENT. SFS WILL ADD AND RELOCATE SPRINKLERS ACCORDING TO THE NEW WALL AND CEILING LAYOUT. CLARIFICATIONS -ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40° F (BY OTHERS) TO PREVENT THE PIPE FROM FREE7JNG. EXCLUSIONS -NO ALARM WORK OR ELECTRICAL WIRING IS INCLUDED IN THIS BID. DESIGN CRITERIA -PER NFPA # 13 (2007 EDITION) AND THE CITY OFTUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .20 GPM OVER 900 SQ. FT. (AREA OF REDUCTION TO 1058 SQ. FT. PER NFPA #13 200711.2.3.2.3.1.) NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY WALL LEGEND I I NEW WALL TO CEILING NEW FULL HEIGHT WALL FITTING LEGEND S - 1.5' x1' STRAP PIPING LEGEND - - - EXISTING PIPING NEW PIPING ACCEPTED rj Without Comments 0 As Noted In Red Al Per The Attached Letter 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 standaras 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 ofrevised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: frfr By: rUKWILA FIRE DEPARTmati, Please call: 575-440Z and give this job No. 08 � S a and exact address for shut. \oar, or restoration appr'o !CAUTION! 50% REDUCED PRINTS FILL PA! E) m 15 2008 Tukwila Fire `/C3 HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL nrat 1.600 NEW RELIABLE R3815 REC SSP F1 FR CHROME CHROME 5.6K 12 12 EXISTING UNCHANGED SSU TOTAL THIS SHEET 12 AFF BOB SOI Bm BOP BCT Cie FOW CIFON NAS UNO ABOVE MESHED 0001 00140 OF BERM BOTTOM OF DEO( MOON OF JOST BOTTOM DF FIRM BOTTOM OF MUSS CUT TO 9118 FEND CPOH1 NOCE FACE W WAIL 01119OE FINE OF WALL NO AUTO. 9PM008N9 UHEB9 NOTED O5ETMIOE CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG NO. DATE BY REASON FOR REVISION CONTRACT WITH WIG PROPERTIES 4811 134TH PLACE SE BELLEVUE, WA 98006 PROJECT MANAGER : LESITYA WIG PHONE : 425-9574774 FAX : 425-865-8848 SUPERINTENDENT: PHONE: FAX: CBIRROATE OF COMPETENCY STAMP AREA OF WORK RISER LOCATION KEY RAN �� SMITH FIRE SYSTEMS, INC. 1106 541h AVE EAST TACOMA, WA 96424 CONTR. REG. NO. SMITHFS1380T BOB: ( 253) 92 -1880 FAX: ( 253) 628.2350 CEFIORE T.I. @ SOUTHCENTER SQ. 17100 SOUTHCENTER PARKWAY ST #148 TUKWILA, WASHINGTON 98188 DESIGNER DATE SHEET JOB NO. JOHN R. 05/13/08 1 OF 1 T(8110 .PJ 1_44z- ' h 7,1 7c °Dl/ 1 HANGER LEGEND TYPICAL ROOF CONSTRUCRON MEMBRANE ROOFING GLASS FIBERED SURFACEED RIGID INSULATION (R-30 MIN.) STEEL ROOF DECK & STEEL ROOF JOISTS PER STRUCTURAL PLAN 28'0 T.O PLATE T.O. REVEAL NAS - NONCOMBUSTIBLE VOID SPACE 21'-10 3 4' A i 41111 SPRINKLER PLAN „ O 4 8 SCALE 1 /4'=1'-0' 1. S = DENOTES 1.5' x 1' STRAP, U.N.O. 2. SEND (4) 1' TEK SCREWS -STEEL FOR FLEX DROP BRACKETS AT HARD LIDS, U.N.O. 22.8' 23-5 23'-9 3 4' TYPICAL CONCRETE TILT -UP WALL \ 27-0 T.O PLATE 108 T.0 PLATE NONCOMBUSTIBLE CANOPY NAS CONCRETE SLAB ON GRADE CD BUILDING SECTION FACING EAST D 8 18 SCALE 118'=1'-0' T.O SLAB (P.R.)." NEW 1.5' x1' STRAP TEE 1.5' EXISTING- BRANCHUNE 1" ELBOW 1(0-3), U.N.O. 1ELBOW f-1 x 13, U.N.O. STANDARD FLEX DROP -.- FLEX DROP DETAIL '50' ,a (CE Vied stamps must be inspected before pipe is hung. I.jgt paint piping prior to hydrostatic test 1 0 Without COMMIS As Noted In Red Par The Attached Letter i hese plans have been reviewed by The Tukwila Fire Prevention Bureau Yor conformance with current city standards. Acceptance is ` tibi t. to errors and g omissions which do not authorize, e violations of adopted 1 standards and ordinances. - . T))e. responsibliiiy for the 1 adequacy of de 'sign uP;Q :3. totally with the:. designer. i Additions, deletions or ; il:visicnS it; these drawings atter a this date will void tr)i_y )cctiptsnce and will require a 1resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The TukwilaFirePrevention Bureau. Date: S. - By: SIS GENERAL NOTES 1. AU. GROOVED COUPUNGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A-795 OR BETTER PIPE SCHEDULE WALL THICKNESS INTERNAL DIAMETER ENO PREP TYPES ALLOWEDWnGHT BF WAIFA /FEE CPP/CBTSIZE IN ONIONS 1 40 0.133 1.049 THREADED, CIR GROOVED, ROLL GROOVED. PIAN END, POLISHED 2.053 0.044 1 1/4 SUPER -FW 0.059 1.642 ROLL GROOVED, POLISHED, PLAIN 080 (FOR BURT NFI.180) 1.817 0.097 1 12 SUPER -FU) 0.074 1.752 80U. GROOVED, POLISHED, PLAIN ENO (RIR BUTT MIRING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.458 0202 212 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (FOR SLUMMING) 8.528 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (9)8 BUR WEllV10) 9.927 0.773 5 10 0.134 6.295 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 17.300 1.144 8 ,N 0.134 8.357 ROLL GROOVED. PLAIN END (FOR SUIT WELDING) 23.030 0 1.849 8 AP 0.188 8.249 ROLL GROOVED, PLAIN ENO (FOR Bun -WELDING) 40.080 2.78 •" WALL THICKNESS PER NEPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 (2007 EDITION) AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: ORDINARY HAZARD GROUP 11 .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: ORDINARY HAZARD GROUP I .15 GPM OVER 1500 SQ. FT. NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND i LIKWILA FIRE DEPARTMI Please call: 575-440Z - and give job n.� s<)o7 ;tact address for shut' •:tr r' st:)ration Dont-meal: I'M PORTANT T Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you Will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you Want an inspection. EXISTING PIPING NEW PIPING 0 w cr00 FILE CU 11.,. PLATINUM WEAR TI SPRINKLER LEGEND SYM MANUFACTURER S.I.N. TYPE MODEL RELIABLE 93815 RECD SSP FIFR CHR CHR 6.8 1/2' 155 TOTAL THIS SHEER ABBREVIATIONS ARF ABOVE SUMO FLOCS BOB BUTTON OF WAN BOD BOTTOM OF DEO( Bol Borrow OF JOIST BOP BOTTOM OF PUMA BOF BOTTOM OF TNSB CIH CUT TO Burr FO FEW DICER 9000 OSOE FACE CP WNL OFV00 BRIBEE FACE OF WNL NAB NO AUTG SPRWCE10 U ° MESE NOTED OIERWEE SYMBOL LEGEND REVISIONS BOD CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA98006 PROJECT MANAGER : KIA PLAMBECK PHONE: (380) 280.2418 FAX : (208) 575-8880 SUPERINTENDENT: PHONE: FAX: SC 00: cate L�X CENRR -. .�iY' ENO' STAMP EXISTING RISER LOCATION NUM WEAR//j PLATT AREA OF WORK KEY PIAN El;SMITH FIRE SYSTEMS, INC. 1108 641h AVE EASE TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: ( 253) 928 -1880 FAX: ( 263) 928.2360 PLATINUM WEAR T.I. @ SOUTH CENTER SQUARE 17100 SOUTH CENTER PARKWAY TUKWILA, WA98188 DESIGNER NICK H. DAT 08/04/08 SHEET 1 OF 1 JOB NO. TI8181 1.5 1.5 0 JI (�{ EXISTING / RESSINa ). ROOM ® tip ,q, OPEN 7 , DRESSING ROOM / .N A OPEN / '..C� 1.6_ L--411,--- 11:-.1 • DRESSING , ROOM OPEN O O -17 .5 1 WB SOFFIT 14'0. 0 P OO 1.6 1.5 1.6 DISPLAY (AREA OPEN 1.5 1.5 C)ISPLAY /AREA II OPEN last; 7N 13K DISPLAY AREA OPEN DAS4ED LINE IN IC TES EXTENT OF CLO' D yEIUNG 1.6 1.6 1.6 of nl 1.5 - -L O 1.6 , 1E 1.6 ENTRY/WAITIt}IG OPEN 1.5 METAL DECK (2)1'x1/4'-" TEK SCREW L TOLCO FIG. 78 3/8' CEIUNG PLATE 3/8• ATR -HANGER RING HANGER DETAIL 'CP' HANGER LEGEND NEW STRAP ON E)OSTING BRANCH UNE NEW 1(03) UNO / &NEW 1.90'L NEW 1.90'L 1" DROP SHOE STOCK GW810'0 1.5 1.6 1.5 1.6 2'-6 16 1.6 1.6 1.6 1.6 1.5 1.6 SPRINKLER PLAN /\ FITTER / LISTER NOTES D B 18 SCALE 1/6•=1'-0` IM IRA `M .. NEW INSTTMIONAL FLEX DROP LENGTH a 30" UNO NEW SSP SPRINKLER 1. EXISTING 1.6• BRANCH UNES ARE INSTALLED AT APPROXIMATELY 21'-6• AFF. 2. ALL HANGERS ARE TO BE 'TYPE 'CP UNO. 3. SEND 10' OF BULK 318' ATR FOR CTS HANGER RODS. 4. NEW SPRINKLERS IN ACT CSUNGS ARE TO BE CENTERS] W THE 2' DIMENSION OF THE CSUNO TIES. 6. ALL DROPS INTO ACT CEILINGS ARE TO BE PER FLEX DROP DETAIL'S& UNO. FOR 36• W NG FLEX DROPS USE NON INSTITUTIONAL, USE INSTITUTIONAL FOR LONGER FLEX DROPS. 8. PIPE ALL DROPS INTO CEIUNG CLOUDS/SOFFITS PER THE 'HARD PIPE DROP DETAIL'. 7. THE ONLY FULL HEIGHT WALLS ARE THE TENANT DEMISING WALLS. SSU SPRINKLERS AT THE ROOF COVER THE OPEN FLOOR MEAS MODEL F1 FR W/ RECFP&FD CANOPY FLEX DROP DETAIL '50' HARD PIPE DROP DETAIL SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND t maseNNA/RavaaaneYJ 1� Without Comments ,@ 0 As Noted In Red Per The Attached Letter I hese'plans have been revie\ved by The Tukwila Fire Prevention Bureau for confit:J court.;;:-: with current city standards. Acceptance i tciLii :-::t to .rru(r and omissions which do not M.no, vir_iiations of adopted standaras and ordinan..13. ) itc: r.:_:::,,,;;r.z>ity for the adequacy of design r6,ts totally tii,'itti the der5igIver, Additions, deletions or /is:ori ; I1:; tr1+:;se drawings atter this date will void this accepi: rlc ' :Sind will require a resubmittal of revised drawings for ,ob:aquent approval. Final -acceptance is subject to field test and inspection b` The Tukwila Fire Prevention Bureau. Date: - i- vg By: / / 1 1 1 1UKW1LA FIRE DEPpLI� Please call: 575-4407 and give this job No. CSA -\S1'`137 and exact address for shut, down or restoration aooroval REVISIONS SEE HANGER DETAIL 'CP SYM MANUFACTURER S.I.N. TYPE MODEL �, I "'4.",,,r", EXISTING UNCHANGED UNCHANGED SSU SSP 1/2 12' 165° 165° NEW 0 RELIABLE 83815 REC SSP F1FR CHR CHR F1 1/2 1/2 155 10 TOTAL NEW THIS SHEET 10 NP eco BOD BOI BOP BOT sTa IV IFOW OMR NAB UNO MORE F09IE) FLOOR BOTTOM OF BEAN BORON OF DEO( BORON OF JOBT BORON OF RAN SORBIN OF TRUSS CUT TO BIR FEUD ace' 51910E FACE OF WNL 01190E FILE OF WM1 . HO AUTO. ENGAGERS UNLESS 80150 OUEINASE BOD -0- 0 -IN- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION NO DATE BY REASON FOR REVISION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG CONTRACT WITH NOVICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ,EMP TAM' El 17,U use of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. PLATINUM WEAR 4027 TACOMA MALL BLVD. TACOMA, WA 98409 PROJECT MANAGER : PAUL OE PHONE : 253-671-0138 CELL : 253-720-3737 FAX : 253-671-0139 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED xvoxr OF WATER Iwf CIPNx1Y al ONLO19 1 40 0.133 1.049 THREADED, CUT GROOVED, ROU. GROOVED, PAN END, POLISHED 2.063 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (PDR BUTT WELLING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.764 ROLL GROOVED, POLISHED, PAN END (FOR BUTTIWIZP"G) 2.448 0.125 2 EDDY FLOW 0.003 2.229 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT %06DRG) 3.458 0.202 212 EDDY FLOW 0.083 2.729 ROLL GROOVED, PAN END (FDR Burr WELDING) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL 06000ED, PLAIN ENO (FOR BUTT WEIDINO) 6.626 0.458 4 EDDY FLOW 0.101 4.318 ROLL 6800080. 51..oaN END (FOR BUR %ELDOMG) 9.927 0.773 6 10 0.134 5.295 ROIL GROOVED, PLAIN END (FDR BUTT1rrADWG) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED, PAN ENO (FGR SUIT WEOING) 23.030 1.849 8 10 0.188 8.249 ROLL GROOVED, PAN END (TOR SUIT WELDING( 40.080 22.78 •A WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW PLATINUM WEAR T.I. AT SOUTH CENTER SQUARE BUILDING 'N. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH UNES WITH STRAP TEES WILL BE INSTALLED BELOW THE NEW CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM OF 40°F IN ORDER TO PREVENT FREEZING. 2. NEW SPRINKLERS INSTALLED IN ACT CEIUNG TILES WILL BE CENTERED IN THE 2' DIRECTION OF THE TILES. EXCLUSIONS: 1. PAINTING OF PIPE. 2. ADDITIONAL UPRIGHT SPRINKLERS FOR FULL HEIGHT WALLS. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. 6. RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 7. SEISMIC INVESTIGATION, CALCULATIONS OR PE REVIEW ON NEW OR EXISTING SPRINKLER SYSTEM COMPONENTS. 8. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES OF THE BUILDING STRUCTURE FOR HANGING OF SPRINKLER PIPE. 9. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED - UNC) 10. WORK ON OVERTIME OR AFTER HOURS. DESIGN CRITERIA: PER NFPA 13: 2002 EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RETAIL DENSITY .20 GPM / 1500 SQ. FT. THERE IS NO CHANGE IN THE HAZARD OR DENSITY OF THE TI AREA, AND NO SPRINKLER ARE BEING ADDED IN THE REMOTE AREA OF THE SYSTEM THEREFOR NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. PIPING / FITTING LEGEND EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE 5 NEW STRAP TEE ALE u CERTIFICATE OF COMPETENCY STAMP KEY PINY PAID AUG 22 2008 Tukwila Fire SMITH FIRE SYSTEMS, INC, agik 1108 6401 AVE FAST TACOMA, WA 03424 CONTR. REG. NO. SMITHFS136T Bus: ( 263) 926-1880 FAX: ( 263) 928- 2350 PLATINUM WEAR TI @ SOUTH CENTER SQUARE -'N' 17100 SOUTHCENTER PKWY- STE 136 TUKWILA, WA DESIGNER DATE SHEET JOB N0. JOHN R. 08/20/08 1 OF 1 T18169 2 C 0J// / SCOPE OF WO/<: 1, THE SCOPE OF THIS PROJECT IS TO INSTALL A FIRE SIGNAL EXPANDER, NOTIFICATION, AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GE \ E� AL \OTES: 1. INSTALLATI❑N SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRI❑R TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE, 4. A SET OF INSTALLATI❑N AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5, FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE M❑NIT❑RED BY A U.L. LISTED M❑NIT❑RING STATI❑N BEFORE AHJ'S TESTS, 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10, VERIFY ALL L❑CATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS, SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW, SMOKE DAMPERS, AND DUCT DETECTORS L❑CATI❑NS. 12. FIELD VERIFY ALL WIRING L❑CATI❑NS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80' AND NOT GREATER THAN 96' ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INV❑ICED ON A TIME AND MATERIAL BASIS. 17, A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLL❑WING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR C❑GENERATI❑N WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS ❑PERATI❑N IS ON DUTY AT ALL TIMES. 18, ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER 'END -❑F -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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, CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTI❑N 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 TIED TO GROUND ONLY AT THE FACP, FA14035 SOUTHCENTER BLDG N 136 HAND AND STONE SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: SUITE 136 472 0.669 0.796 23.204 FSE 2 SUITE 136 Device Type Quantity Amps Total Amps Total H 14/2 NOTIFICATION FPLP x I DETECTOR! LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECT❑R, o Q r Alma Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.66900 0.6690 ❑ NAC 2 1 0.00000 0.0000 0.57500 0.5750 14 AWG THWN NAC 3 0 0.00000 0.0000 0.00000 0.0000 0' NAC 4 0 0.00000 0.0000 0.00000 0.0000 FARENHYT 4S DEEP W/1G MUDRING YZ NOTIFICATION RELAY 1 IDP-C❑NTR❑L FARENHYT 4S DEEP Total Panel Loads: 0.075 Amps 1.449 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.449 Amps For 5 Minutes= 0.122 Amp -hours 20% Derating= 2.306 Amp -hours Total System Current Load: 2.306 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA14035 SOUTHCENTER BLDG N 136 HAND AND STONE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 SUITE 136 472 0.669 0.796 23.204 FSE 2 SUITE 136 488 0.575 0.707 23.293 CALCULATI-\S X 1 O'-4' MIN 0'-4' MIN, AIR DIFFUSER N❑TIFICATI❑Nr LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80' AND NOT GREATER THAN 96' FROM FINISHED FLOOR. SPACI\G 7ETAILS WIRE LEGEND ACCEPTED `® ..''.. `HERE i' PULL STATI❑Nr It THE OPERABLE PART SHALL BE NOT '4 TOTAL FT NEVER HERE 3'-0" MIN. BE LESS THAN 3'-6" & NOT MORE THAN THAN 4'-6" ABOVE LENS--'-- FINISHED FLOOR, B 5'-0" MAX. 0' C WALL MOUNTED SMOKE 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATION FPLR 0' F 12/2 N❑TIFICATI❑N FPLP SMOKE OR HEAT DETECTOR DETECTOR G 14/2 N❑TIFICATI❑N FPLR FIRE �� H 14/2 NOTIFICATION FPLP x I DETECTOR! LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECT❑R, o Q r Alma 0' H ' `I FINISHED M FLOOR --\\ Q M %% m H M °D SPACI\G 7ETAILS WIRE LEGEND SYMBOL DESCRIPTI❑N TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 CONVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATION FPLR 0' F 12/2 N❑TIFICATI❑N FPLP 0' G 14/2 N❑TIFICATI❑N FPLR 0' H 14/2 NOTIFICATION FPLP 480' I 16/4 ANNUNCIAT❑R FPLR 0' J 16/4 ANNUNCIAT❑R FPLP 0' K 14/2 POWER CIRCUIT 24VJC FPLR 0' L 14/2 POWER CIRCUIT 24VJC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' ❑ 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R 16/2 ADDRESSABLE FPLP 50' S SPARE 0' DEVICE LEGEND SYMBOL DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E IFP -[00 FARENHYT SELF CONTAINED CABINET FSE FIRE SIGNAL EXPANDER 1 5456 SILENT KNIGHT SELF CONTAINED CABINET P WALL STROBE 8 SR SYSTEM SENSOR 4S DEEP 1G MUDRING 0 CEILING STROBE 1 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING r*T WALL HORN -STROBE E P2R SYSTEM SENSOR 4S DEEP 1G MUDRING B CEILING HORN -STROBE E PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING ©p SMOKE DETECTOR 1 IDP-PH❑TO FARENHYT IDP-6AB F MANUAL PULL STATI❑N E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING ---- BATTERY 2 WKAl2-7F WERKER FSE ENCLOSURE ---- DETECTOR BASE 1 IDP-6AB FARENHYT 4S DEEP W/1G MUDRING YZ NOTIFICATION RELAY 1 IDP-C❑NTR❑L FARENHYT 4S DEEP 1 FSE l H -TRIGGER TO NEW FSE EXISTING DEVICE F -rrR YZ L.__1 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 15cd 15cd 15cd 15cd 95cd 1.5cd 15cd 15cd TK -0 EOL .079r1A .066mA .066mA .066mA ,194rnA .066mA .066mA .066rnA 2-1 2-2 2-3 2-4 30cd .107rnA 30cd 15cd 15cd I( ,094rmA ,066mA FcT 2-5 2-6 15cd 75cd FC H EOL .066mA .066mA .176mA RISER DIAGRAN SITE SLA\ FLAB N.T.S. MENS ( 1061 l52cd FSE H 15cd W❑MENS 105 1 104 1 it NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented tp the Inspector priorto commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee anq termination o; the testing • `-R- EXISTING BREAK ROOM INTACT REMAIN H 30cd 1-4 5cd TRE TMENTIO TREATMENT 1 103 1 1-5 95cd 1-6 15cd FACIAL 102 1 1-7 15cd 1-8 15cd EOL FACIAL 1 101 0 r- 0 P1 0 P1 2-2 30cd 2-4 15cd (1071 STORAGE 11091 CLOSET TREATMENT ti ( 112 1 0 2-3 15cdi TREATMENT 11141 TREATMENT 2-5 15cd FACIAL 115 OFFICE NI 75cd EOL RECEPTION FRE ALARv DLA\ ❑T Sr EXISTING DEVICE I- MOVED DEVICE 0 8 16 SCALE 1/8'=l'-0' 1DN SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL •RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L❑ ACCE:.T=D Without Comments �I As Noted in Red Per The Attached Letter '" e,ne plans have been reviewed by The Tukwila l=ire r,:, ration Bureau for conformance with •current City .dards, Acceptance issubject to errors and fissions Which do not authorize violations of adopted ',:Adards and ordinances. The responsibility for the . _Itiquacy of design rests totally with the designer. .editions, deletions or revisions to these drawings after .r�ls date will void this acceptance and will require a resubmittal of revised drawings•forsubsequent approval. Final.acceptance 'is subject to field test and Inspection by TheTukwila Fire Prevention Bureau. bate: LI -2- - / PAID APR 18 2n1ik TUKWILA FIRE 0Z Po' TUKWILA FIRE DEPARTMENT [lease call 206-5754407 and give this Fire Permit No. and exact adds thy shut- down or restoration approval REVISIONS' CONTRACT WITH WIG PROPERTIES 4811 134TH PL SE BELLEVUE, WA 98006 GREG EDWARDS❑N (425) 957-4774 PROJECT' SOUTHCENTER BLDG N 136 HAND AND STONE 17100 SOUTHCENTER PKWY BLDG N, SUITE 136 TUKWILA, WA 98188 PARCEL# 7888920020 (DESIGNER' SCOTT JERKE DATE 4/17/14 AHJ1 TUKWILA JOB #1 FA14035 FA 1 OF 1 N A‘ I'I Without Comments ( As Noted In Red fl Per The Attached Letter nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is s1.fbi t to errcIS and ornisf..iions which do not authorize vic,1;:?%ions of adopted strati :ards sand ordinances. The repo l billty for the 'Ccci(r.??;y of design i)tlj Vitt tiro 1fiif ner. .GIr11 t , c) I ,tions or revisions tr; these drawings atter i 'I"�1 ( x' 43111 11iii� r,ilts.ctccept'ance and will mquire a lesubrnal of revised drawings for subsequent approval:. Final accepurce is subject to field test and inspection I The Tukwila Fire Prevention Bureau. Date: 1/ 5-o 2 By: .141/1n J 1 ( /4 q v va ct 11 �� ! S -1 ��o�,s re� i,. e�( o -i ei'' `Pier t UtivvJLA FINE VEPAR-1 ML.N. Please call: 575-4407 and give this job No. OR- F-S1S' Ind exact address for shut •wn or restoration aboroval RTA Nona Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. 30cd 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_ DRESSING ROOM 105 DRESSING i. ROOM ': 104/ OUNTERi' 103 110cd DISPLAY AREA 102 ESHOE STOCK 101 185cd FA PLAN /\\- MODEL ✓ \\ 0 8 16 SCALE 1/8"=1'-0" EXISTING RISER r::M)TE ANNUNc:AT03 TO CENTRAL STATION --' MODEL RA•1000 P VOLTAGE DROP NAC# VDC @EOL DROP 20.26 .69% 2 19.06 6.57% 3 4 #16/4 -- PHONE UNE 4'1 .•--••,•••- PH(:)Nt:: LINE .gr2 (DEDICATED CKT.) FACP Farenhyr IFP -100 DUAL UNE OIALEt2 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 #16/2 AIR - DIFFUSER 01-4" MIN. CEILING z FINISHED FLOOR -� LENS 33:013 33:014 33:015 33:016 33:017 0 0 0 0 © 0 0 0 m 0 0 0 0 0 0 0 0 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 000000000000000 15cd 15cd 185cd 185cd 75cd 30cd NAC. ®,SEM KNIGM� BATTERY BATTERY 12V-1201 12V-12AH • .066mA .079mA .158mA .176mA .176mA .094mA 110cd BELL EOL .202ma .031 ma 15cd .066ma 4'14/2 I L 95cd .194a 15cd ISI 15cd .066ma IPI 15cd .066ma IN 15cd 15cd .066ma .066ma .066ma 185cd EOL .297ma FIRE ALARM RISER 33:051 33:050 33:049 33:048 I I 3'-0" MIN. SMOKE DETECTOR CEILIN3 CEILING ACCEPTED/' HERE NEVER HERE WALL MOUNTED - SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. r PIM z 2 1 0 2 0 SPACING DETAILS 4:: { •••• ark �.•, w,y � �.,.�."- ...�-mmµ' ,r-4- .,€• •- WORK X11AREA SITE PLAN • N N.T.S. 51-0" MAX. FINISHED FLOOR �■Z Z 2 Z9 - Project Information Project Name: PLATINUM WEAR Prepared By: ARLO HAMEL Project ID: FA8134 Date: 11/19/2008 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: IFP -100 I/O Use: Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm - SRK/110 Global Project Values: 0.202 Project Name: I PLATINUM WEAR 1 Standby Hours:I 24 i 0.202 Project ID:I FA8134 1 Alarm Mins: I 5 1 SSM2410 Prepared By:IARLO HAMEL 1 Derating Factor:( 1.2 1 IFP -100 Calculations Date:I 11/19/2008 Yoltage Drop Waming 0.031 Threshold % :I 10 ................................ . Panel ID: I IFP -100 1 Model: IFP -100 Addressable Fire Alarm Control Max NAC Current: 3.0 Amps Location: (SPRINKLER RISER ROOM 1 Volts: 24 VDC Max Panel Current: 6.0 Amps Current Draw Wire AWG Ohms Per Leigth(ft) Actual Volts @ B Ckt.# Circuit Name Qty /0 Standby Alarm & T pe 1000 Ft. Ore -Way Ohms EOL Drop IFP -100 IFP -100 Main Control 1 0.206 0.356 • 0.000 SLC -DEV Addrsbl SLC Devices 51 0.003 0.028 1 RA -100 LCD Remote Annunc 1 0.020 0.025 - 0.000 5824 Serial/Parallel Module 0.000 0.000 CEILING MOUNTED STROBE RPS -1000 Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 ---- 5880 LED Driver Module 0.000 0.000 WATERFLOW SWITCH 5499 Power Expander 2 0.000 0.030 WF Other PRESSURE SWITCH ---- ---- SD -Duct Duct Hsg w/Relay 0.000 0.000 5883 Relay Module 0.000 0.000 NAC #1 Notification Appl Circuit #### 0.000 1.231 #14 Solid 2.52 265 1.34 18.76 8.06% NAC #2 Notification Appl Circuit #### 0.000 0.887 #14 Solid 2.52 300 1.51 19.06 6.57% NAC #3 Notification Appl Circuit #### 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% NAC #4 Notification Appl Circuit ##Il# 0.000 0.000 #12 Solid 2.52 0.00 20.40 0.00% Total Standby Current (Amps) 0.229 2.557 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Stands AH Required 5.491 0.213 Total Alarm AH Required Total Combined AH Required 5 70 Command Shortcuts Multiply_By The Derating Factor 1 20 Minimum Battery AmpHours Required 6 85 Configure Circuits 1 Print Page - Project Information Project Name: PLATINUM WEAR Prepared By: ARLO HAMEL Project ID: FA8134 Date: 11/19/2008 Ckt. Number: NAC #1 Ckt. Name: Notification Appl Circuit Panel ID: IFP -100 I/O Use: Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 SRK/110 0.000 0.202 0.000 0.202 1 SSM2410 0.000 0.031 0.000 0.031 1 PC2R/185 0.000 0.297 0.000 0.297 1 SCR/185 • 0.000 0.286 0.000 0.286 1 SCR/15, PC2R/15, SCR/30, PC2R/75 0.000 0.415 - 0.000 0.415 Totals 0.000 1.231 Ckt. Number: NAC #2 Ckt. Name: Notification Appl Circuit Panel ID: IFP -100 (10 Use: Notification Appl Circuit Qty Device Current Draw Standby Each Alarm 0.297 Current Draw Standby 0.000 Total Alarm 0.297 1 PC2R/185 0.000 5 SR/15 0.000 0.066 0.000 0.330 1 PC2R/95 0.000 0.194 0.000 0.194 1 SCR/15 0.000 0.066 0.000 0.066 SYSTEM SENSOR 0 CEILING MOUNTED HORN -STROBE 0.000 0.000 Totals 0.000 0.887 FIRE ALARM CALC E -1 SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO INSTALL NOTIFICATION DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLENISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. 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 SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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. 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 TIED TO GROUND ONLY AT THE FACP. FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLR NOTIFICATION CIRCUIT WIRING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE MOUNTING BELL E ---- SYSTEM SENSOR STROBE ---- SR SYSTEM SENSOR A X HORN -STROBE ---- P2R SYSTEM SENSOR 0 CEILING MOUNTED HORN -STROBE 3 PC2R SYSTEM SENSOR 0 CEILING MOUNTED STROBE 3 SCR SYSTEM SENSOR MANUAL PULL STATION ---- IDP -PULL FARENHYT F © SMOKE DETECTOR ---- IDP -PHOTO FARENHYT WATERFLOW SWITCH ---- ---- ---- WF PRESSURE SWITCH ---- ---- ---- Ps TAMPER SWITCH ---- ---- ---- TS MONITOR MODULE ---- - -- FARENHYT M WEATHERPROOF STROBE 5 SRK SYSTEM SENSOR FIRE ALARM LEGEND p I4I0U 20 2008 Tukwila Fire z 0 (1) z 0 a EE cn0 w 0 w 0 CONTRACT WITH PROJECT MANAGER : PAUL OE PHONE : 253-671-0138 FAX : 253-671-0139 SUPERINTENDENT : w o U- 0_ FAX: ( 253) 926 - 2350 Bus: ( 253) 926 cc CC U -I co Z CO I- I - W w Cro d' (.)rn0 = Q Hli �CO L.1.. T CL DESIGNER: ARLO HAMEL DATE: 11/19/08 AHJ TUKWILA JOB # FA8134 SHEET # FA 1 OF 1 � � 2a// / CCE 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 ttinject to errors and omissions which do not authouzc violations of adopted standards and ordinances. Th.e responsibility for the adequacy of design rests totally with the designer. I Additions, deletions or revisions to these drawings atter t this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approvai. Final acceptance is subject to field test and inspection by The Tukwila Fire, Prevention Bureau. Date: /)- -a..g- 6? By: -t J icatlassraravinexasurs 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(aci.tukwila.wa.us to schedule your inspections a minimum of 18 hours in advance of the date you want an inspection. rod SIIJ1JNrIY. 1��� an KNIGIV fUKWILA FIRE DEPARTMkt I!„ Please call: 575.4402 1. and give this job No. 07- F -X-)9 And exact address for shut' ioWt 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 SystEp (J.�HED Failure of test will re§gzoR -� in a Re -inspection Fcc and termination of the testing, Global project Values. Project Name: Project ID: Prepared By: Date: CEILING z 2 0 LENS VERIZON WIRELESS @ S. CE. FA7180 LEON PARKS 12/20/2007 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Warning Threshold:%o Confi,. e: 5499(s) Print 5499 Detail rand Shortcuts Print Circuits Detail Edit Deice Database 5499 (1) nel ID: ion: Ckt.# 1 5499(1) SPRINKLER ROOM Circuit Name 5499(1) Circuit 1 5499(1) Circuit 2 5499(1) Circuit 3 5499(1) Circuit 4 cfg. NW MX Model: Silent Knight 5491" Volts: 24 VDC! urrent Dr ndby Alarm 0.000 1.174 lire AWG & Type, #14 Solid Ohms Per 1000 -Ft.. Max Circuit Current 3 Amps Max Panel Current: 9 Amps Length(ft) One -Way cfg. 5499(1) Aux Power Out cfg. 5499 Power Expande 0.528 #14 Solid 0.000 Total Standby Current (Amps) 0.075 0.205' 300 320 250 300 Actual Ohms Vol OL 00: #12 Solid 3.878 8.70% 8.44% 6.85% 3.91% 0:00% Total Alarm Current (AI Standby Time In Hour 24 0.083 Al. irm lime In Minutes / 5 IIn Total Standby AH Required 1.800 0,340 Total Alarm AH Required Total Combined AH Required 2.14 Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2. 7 "Top" Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Project Information Project Name: VERIZON WIRELESS @ S. CE. Prepared By: LEON PARKS Project ID: FA7180 Date: 12/20/2007 Ckt. Number: Ckt. Name: 5499(1) Circuit Panel ID: 5499(1) ax Circuit Current: 3 1 2 1 PC2R/115 PC2R/75 SR/15 P2R/110 Current' Draw, Each Standby; Alarm 0.000. .2 mps Current Dra tandby 00 Total Iarrrm, . 5 0+ .21 00 01 < Return To Power Supply Config Ckt. Number: 2 Ckt•, Na5499(1) Circuit Edit Device Database Totals 5499(1; 0.000 1.174 uit, Current 3 1 PC2R/185 PC2R/75 Unused Unused < Return To Power Supply Config Nur 0i 0.000 .2 7 81 0.17' 01 1.7 000 0 0.00( 0 Edit Device Database FIRE ALARM CALC Totals 0.000 1.067 N.T.S. AIR DIFFUSER d 01-4" MIN. CEILING 0'-3" MIN. SMOKE DETECTOR ACCEPTED_j' HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. z 0 SPACING DETAILS N.T.S. 5'-0" MAX. FINISHED FLOOR 2 E9 zzr EXISTING RISER mol r 1 TO CENTRAL STATION REMOTE ANNUNCIATOR MODEL RA -1000 FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC 5 (DEDICATED CKT.) 1= t1 rzi4_ n f ar'nhyf Irv,_100 DUAL LINE DIALER SILENT KNIGHT SLC NAC -1 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 ® TS ® ® ® ® ® C3 131 El El 111 #16/2 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 © © © o ® ® © © a 013(1101 110cd NAC -2 33:033 M BELL ® [� EOL .202ma .031 ma 15cd #14/2 BATTERY 12V-12AH BATTERY 12V.12AH 120 VAC c (DEDICATED CKT.) ' 95cd .066ma 33:034 33:035 33:036 15cd .194ma M M 33:037 15cd 15cd .066ma FIRE ALARM SIGNAL EXPANDER SILENT KNIGHT MODEL 645E NAC -1 .066ma 33:038 33:039 - M 15cd 15cd .066ma 115cd NAC -2 .066ma 115cd .218ma 185cd NAC -3 33:040 33:041 I- .066ma 185cd EOL .297ma 33:047 33:046 33:045 - M M 33:044 33:043 - M M 33:042 33:051 33:050 33:049 33:048 C ® C F.- 15cd M 115cd 75cd .218ma .218ma 185cd 185cd .297ma 115cd NAC -4 BATTERY I 12V-7AH I BATTERY 12V-7AH #14/2 .297ma .297ma 185cd .176ma 75cd EOL L .176ma 185cd 185cd 110cd CC 15cd n 15cd ® EOL .218ma .066ma .066ma EOL .218ma .297ma .297ma .297ma 75cd 75cd EOL .176ma .176ma L_ FIRE ALARM RISER N.T.S. SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 31/2 FT. AND NOT MORE THEN 41/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR CONGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. 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 SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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. 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 TIED TO GROUND ONLY AT THE FACP. FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WARNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE STROBE 2 SR SYSTEM SENSOR g X HORN -STROBE 1 P2R SYSTEM SENSOR 0 CEILING MOUNTED HORN -STROBE 2 PC2R SYSTEM SENSOR. MANUAL PULL STATION E F FIRE ALARM LEGEND N.T.S. PAID DEC 2 6 2007 Tukwila Fire 41S-oo # X533 PARCEL# 2623049117 REVISIONS DESCRIPTION m 2 LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH cc 0 F- g .O Z(/)� 0<0 Lu Cr ° cc I- Gr2 -J w W CO m 0 CCCCW cc W 1- w O cc LL LL N Y co`r (9 � T ob LI) Lc) Zco O O Lo wx l- w �tLWQIL IO W 1- L.L. a. (i) J 0 z w rn L'3CON= ; FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WARNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE STROBE 2 SR SYSTEM SENSOR X X HORN -STROBE 1 P2R SYSTEM SENSOR 0 CEILING MOUNTED HORN -STROBE 2 PC2R SYSTEM SENSOR MANUAL PULL STATION E F FIRE ALARM LEGEND N.T.S. EXISTING CKT-1 FSE -1 EXISTING CKT-2 FSE -1 FIRE ALARM PLAN 0 8 16 SCALE 1/8"=1'-0" FLAG NOTES: EXISTING DEVICE l 0 c) Tbj7/ 0 Owirelless , , , , , , , , , , , , ,, , , , , FIRE ALARM ELEVATION N.T.S. TOP OF HIGH PARAPET .+30'-0' TOP OF LOW PARAPET (0+21-0' TOP OF STOREFRONT (0+9'-6' FINISH FLOOR SITE PLAN N.T.S. PARCEL# 2623049117 REVISIONS DESCRIPTION z LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH J W co LL W coLu 01 coC)CD _I N• � >- �() ZM CC CC M CO W O Q O U CC N C0OUw0L Zorn Z.. Z o oo I- z I— 2 a 0 oC WWZ w w Z a a- CCpN� cc u) 0. 202 J J CJD w rn W Cid OCDN= ZWco a�0 L Q Z �0 0 CU Cr 1- 1- z 1- o 0 co coco LO CC w z U >. C/5 <C CO cc 0Wrn z (/) CC O 0 W 7R - T CO DESIGNER: LEON PARKS DATE: 12/20/07 AHJ TUKWILA JOB # FA7180 SHEET # FA2OF2 0 27'-0" 48'-9' 0 46,-9' 43'-9' v O • 5 "JI =d^'B.5Cry '1 s m 0, 4 41 1.5 -. __.._. .__.12-0 JANITOR (11' 108 - -- \j, ) ..,I'a 8.5CF F• in- s LOUNGE 11041 3) 41 e 1.5 III 3-7_. .. MEN 11061 - TO 8_5CF .�_I^S • WOMEN III S ,L 9CF s BCF CORRIDOR 11021 _. 11001 32GI4N 11K ° .5CF 32G 4N 131< 85CF 11011 0 III 011 1.5 1.5 1.5 2-8 IICII 8-6 8-9 / ❑ 1.5 1.5 6 EXISTING 1.5 ORANCIIUNE CLEARANCE 1a EXISTING 1.5' 05 NCH(JNE I -, O 6 1.5 1.5 4-1 11 4-5 44G 7N 13K 1 8-6 7-B 0 1.5 1.5 1.5 '3-5 II 5-3 V.A.S. NONCOMBUSTIBLE CANOPY HANGER LEGEND ADO 1)01 CI -011--1101 1011 DCII 1OCF N I44G 7N 131< I I 1 10CF 1 N.A.S. NONCOMBUSTIBLE CANOPY II 8-3 EXISTING 1.5" BRWCHLINE EXISTING 1,5' 00 NCHUNE SAL S 11 ,1 EXISTING 1.5' BRANCIILINE - _ I 1 F.F ELEVI 26.51 1 I 1 EXISTING 1.5' DRANCHUNE / 813 0 1.5 2-3 11 44G 7N 131< 1.5 15 / 6-0 ❑ 8-11 8 11'-21 /4" 32'-3' 2.5'10.6' MECH. TEE 1.5 1.5 1.5 8-6 0-10 BOD 11 44G 7N 11 II 11 44G 7N 131< ICN EXISTING 1.5' BRANCI WNE • •-H - - EXISTING 1.5' ORANCHUNE IEXISTING 1.5' BRINCFIUNE I N DI' N.A S. NONCOMBUSTIBLE CANOPY SPRINKLER LEGEND OVERHEAD 0 B 12 SCALE 3/18"-1'-2' CF CEIUNG FLANGE, SEE DETAIL THIS SHEET TB TOP BEAM CLAMP, SEE DETAIL THIS SHEET SYM MANUFACTURER S.I.N. TYPE MODEL 1 a 1 E°r«°, •a (5 new NEW HEADS 0 RELIABLE 01725 SSU Fl BRZ 5.6K 1/2 155° 10 0 RELIABLE R3615 SSP FIFR CHROME CHROME 5.6K 1/2 155° 12 RELIABLE R1715 SSP 01 CHROME CHROME 5.6K 1/2 155° 4 EXISTING HEADS 0 RELOCATED SSU 10 UNCHANGED SSU UNCHANGED SSP UNCHANGED DRY SSP TOTAL THIS SHEET 36 A AFF DDB BOD B01 S0 SOT CTS FO POW OFO0 NAB UNO BBREVIATIONS api SYMBOL LEGEND 7-6 13K 1! 1.5 • 0 101 1.5 1-m 4-6 CLI II 1- 0 / 2-0 S. 0 S' 0 OFF FACE OF CONCRETE WALL �1 0 I O M M STORAGE 1102 1 II 0 0011 -1101-- 44G 7N 13K BOD 10CF N.A.S. NONCOMBUSTIBLE CANOPY FITTER / LISTER NOTES 1. ALL HANGERS TO BE 9TB, U.N.O. 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. ALL DROPS TO BE 1X13-0 TOE W/ ADN, U.N.O. REVISIONS N.A.S. NONCOMBUSTIBLE CANO IrDA -f -Hl" C.'- I- o� CO - a 3 Q GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE '/'TALL THICKNESS INTERNAL' DIAMETER END PREP TYPES ALLOWED WEIGHT OF 114£ NAPAcm GALLONS 1 40 0.133 1.049 THREADED, COT GROOVED. ROLL GROOVED. PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (FOR EUR WELDING) 1.817 0.097 1 112 SUPER-FLO 0.074 1.752 9011 GROOVED, POLISHED, PLAIN END (FOR ELRT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WELDING) 3.458 0.202 21/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 8.528 0.458 4 SUPER -FW 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9,927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 17.300 1.144 6 " 0.134 8.357 ROLL 0000VE0, PLAIN END (FOR SUIT WELDING) 23.030 1.849 8 0.188 8.249 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 40.080 2.78 " WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ----ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA ---PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: r1'9'GPM OVER 1500 SQ. FT. •.%O NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND FITTING LEGEND METAL DECK l (4) #10 SHEET J METAL SCREW EXISTING PIPING NEW PIPING AFCON FIG. 610 3/8" CEIUNG PLATE -- 3/8' ATR --HANGER RING HANGER DETAIL 'CF' NEW STRAP TEE EXISTING - BRANCHUNE 0011 .p 011 ACCEPTE Wthout Comments Il01-0- r As Noted In Red Per The Attached Letter 1" ELBOW s s* A 1 1/2" X 1" STRAP TEE 1 1/2" X 1/2" STRAP TEE 1/2" PLUG TOP CHORD OF BAR JOIST 8" RETAINER STRAP -- GRINNELL 01092 3/8' BEAM CLAMP -- 3/8' ATR HANGER RING HANGER DETAIL 'TB' 1 1(0-3), U.N.O. 1" ELBOW 1 1111111. 1X12 -O TOE, U.N.O. DARD FLEX DROP 1 FLEX DRIP DETAIL 0 N These plans have been reviewed by The �1;TAWe Prevention Bureau for conformance with current city st2 idards. Azceptance is subject to errors and 1 UKWILA FIRE DEPARTMENT Please call: 575-4402 and give this job 07,s- 187 omissions which do riot authorize violations of adopted stanaaras and ordinances. The responsibility for the adequacy of deign rests totally with the designer. Additions, deletions or revisions to these drawing ariem this date -will void thi,acceptance and will require a resubmittal of revised drawings for subsequent -approval. 111 co z 0 1�. 0 w w CC o CD L) FILE COPY 1X12 -O TOE, U.N.O. Ind exact address for shut Final acceptance is subject to field test and inspection by or r9toration approval, The Tukwila Fire Prevention Bureau. 1 Date: 1 �� O % By: ABOVE FINISHED FLOCK BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF DOST BOTTOM OF PLUM BOTTOM OF TRUSS CUT TO SUB FELD Q IER INSOE FACE OF WALL OUTSOE FACE OF WALL NO ALTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOD 0 III CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WITH RAYBECK INC. 7423 COSGRAY ROAD DUBLIN, OH 43016 PROJECT MANAGER: JEFF WAGNER PHONE : 614-339-3381 FAX : 614-766-0689 SUPERINTENDENT: PHONE: FAX: CERTIFICATE OF COMPETENCY STAMP KEY PIAN /710 5F5 PAID JUL 3 0 2007 Tukwila Fire z� 87 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 926.1880 FAX: ( 253) 928- 2350 DSW SHOES SOUTHCENTER X00-SOUTHCENTER PARKWAY TUKWILA, WA y0 DESIGNER DATE SHEET JOB NO JUSTIN 1. 7/27/07 1 OF 1 717134 FIRE ALARM CONSTRUCTION DOCUMENT SET SHEET INDEX SHEET REV. DESCRIPTION FA001 GENERAL SHEET, LEGEND & NOTES FA101 DEVICE LOCATION VIEWS - FIRST LEVEL, SCHEDULES & RISER DIAGRAMS FA501 SCHEDULES & RISER DIAGRAMS, POWER CALCULATIONS FA601 PRODUCT TYPICALS FA901 PRODUCT SHEETS SHEET NAMING CONVENTION SHEET DESCRIPTION FAOXX GENERAL SHEET, LEGEND & NOTES FA1XX DEVICE LOCATION VIEWS - FIRST FLOOR FA5XX SCHEDULES & RISER DIAGRAMS, POWER CALCULATIONS FA6XX PRODUCT TYPICALS FA9XX PRODUCT DATA SHEETS N POINT OF PROTECTION IDENTIFIER / TYPE REFERENCE AA E AREVISION VOICE EVACUATION CONTROL PANEL IDENTIFIER 16 rO CABLE ID - SEE CABLE LEGEND IDENTIFIERS TYPE DESCRIPTION COND 1--1-5-0 DEVICE IDENTIFIER - EXISTING, ADD, REPLACE, MOVE, DEMO ID AWG SHEILD CLASS x.xxxxxx 1 2 N POINT OF PROTECTION IDENTIFIER / TYPE REFERENCE AA E AREVISION VOICE EVACUATION CONTROL PANEL IDENTIFIER 16 rO CABLE ID - SEE CABLE LEGEND OA BB SHEET ID - SHEET DETAIL "A", "B", "C" / SHEET #XXXX REMOTE ANNUNCIATOR vi go CABLE LEGEND ID AWG COND SHEILD CLASS ID AWG SHEILD CLASS A 16 2 N FPLR AA E 1 EVAC I VOICE EVACUATION CONTROL PANEL B 16 4 N FPLR BB 1 ANN 1 REMOTE ANNUNCIATOR CEILING HORN -STROBE WEATHERPROOF C 16 2 N FPLP CC AES RADIO NM WALL MINI -SPEAKER . D 16 4 N FPLP DD 194° LINE TYPE HEAT DETECTOR >EH WALL SPEAKER/STROBE E 14 2 N FPLR EE SECURITY DOOR PANEL C CEILING CHIME F 14 4 N FPLR FF SECURITY KEY PAD CQ BELL G 14 2 N FPLP GG H 14 4 N FPLP HH I 12 2 N FPLR II J 12 4 N FPLR JJ K 12 2 N FPLP KK L 12 4 N FPLP LL M 16 2 N TFFN MM N 16 4 N TFFN NN O 16 2 N THWN 00 P 16 4 N THWN PP Q QQ u uu R RR S SS T TT U UU V w x xx Y YY z zz SHEET INDEX SHEET INDEX THE SCOPE OF THIS PROJECT IS TO INSTALL NOTIFICATION DEVICE FOR THE PURPOSE OF TENANT IMPROVEMENT. SYSTEM CODES INTERNATIONAL BUILDING CODE (IBC 2015 EDITION) INTERNATIONAL FIRE CODE (IFC 2015 EDITION) NATIONAL FIRE PROTECTION ASSOCATION (NFPA 70 2011 EDITION) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 72 2013 EDITION) NATIONAL FIRE PROTECTION (NFPA 101 2011 EDITION) USE & OCCUPANCY CLASSIFICATION ADA INTERNATIONAL CODE ANSIE 117.1 UNDERWRITERS LABORATORIES, INCORPORATED TUKWILA MUNICIPAL CODES ❑ ASSEMBLY (A) ▪ BUSINESS (B) ❑ EDUCATIONAL (E) ❑ FACTORY & INDUSTRIAL (F) ❑ HIGH HAZZARD (H) ❑ INSTITUTIONAL (I) ❑ MERCANTILE (M) ❑ RESIDENTIAL (R) ❑ STORAGE (S) ❑ UTILITY & MISCELLANEOUS (U) BUILDING CONSTRUCTION TYPES O A-1 0 A-2 0 A-3 0 A-4 0 A-5 ❑ R-1 ❑ R-2 ❑ S-1 ❑ S-2 ❑ H-3 ❑ H-4 ❑ H-5 ❑ 1-3 ❑ 1-4 ❑ R-3 ❑ R-4 ❑ S-3 ❑ S-4 ❑ TYPEI ❑ TYPE II O TYPE III O TYPE IV O TYPE V ❑ TYPE I -A ❑ TYPE II -A ❑ TYPE III -A O TYPE V-A O TYPE I -B O TYPE II -B O TYPE III -B O TYPE V -B AUTOMATIC SPRINKLER PROTECTION O NO O PARTIAL ® FULL GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL, AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. AS -BUILT DRAWINGS ARE REQUIRED AT THE TIME OF AHJ ACCEPTANCE. SMITH FIRE SYSTEMS REQUIRES ELECTRICAL RED LINES WITH tN TWO WEEKS PRIOR TO PRIOR TO AHJ TEST'S. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SMITH FIRE SYSTEMS PROJECT MANAGER. ALL SMITH FIRE SYSTEMS FIELD SERVICES MUST BE SCHEDULED WITH SMITH FIRE SYSTEMS PROJECT MANAGER WITH A MINIMUM OF TEN BUSINESS DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SMITH FIRE SYSTEMS ALARM TECHNICIAN. 5. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A SMITH FIRE SYSTEMS ALARM TECHNICIAN. 6. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY A UNDERWRITERS LISTED MONITORING STATION BEFORE AHJ'S TEST. 7. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW SWITCHES, TAMPER SWITCHES, PRESSURE SWITCHES, SMOKE DAMPERS, AND DUCT DETECTOR LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITH IN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLENISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT 3REATER THE 96" ABOVE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3'-6" AND NOT MORE THAN 4'-6" ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASES. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -TO -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SMITH FIRE SYSTEMS ALARM TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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 THE FIRE ALARM CONTROL PANEL ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM CONTROL 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 FIR ALARM CONTROL PANEL. DRAWING ACCEPTANCE THIS DRAWING IS TO BE USED FOR THE PURPOSE OF PLACING AND LOCATING SMITH FIRE SYSTEMS FIRE ALARM DEVICES AND IS NOT BE USED FOR ANY OTHER PURPOSES. RECORD DRAWINGS ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO SMITH FIRE SYSTEMS CORPORATE OFFICE. MONITORING COMPANY INSTALLATION COMPANY ANANTGUARD 4699 HARRISON BLVD, ODGEN, UT 84403 ACCOUNT #89-6833 SMITH FIRE SYSTEMS 1106 54TH AVE E, TACOMA, WA 98424 FIRE ALARM - PANELS QTY SYMBOL DEVICE DESCRIPTION E 1 FACP 1 FIRE ALARM CONTROL PANEL 0 FM200 FM -200 CLEAN AGENT PANEL 0 CEILING STROBE PRE -ACTION CONTROL PANEL UM CEILING STROBE WEATHERPROOF E 1 EVAC I VOICE EVACUATION CONTROL PANEL DOOR BUZZER R 1 FSE I FIRE SIGNAL EXPANDER ® CEILING HORN -STROBE 1 ANN 1 REMOTE ANNUNCIATOR CEILING HORN -STROBE WEATHERPROOF 135° FIXED TEMP HEAT DETECTOR 1 STU I SUBSCRIBER TERMINAL UNIT 135° RATE OF RISE HEAT DETECTOR 0 'RADIO AES RADIO FIRE ALARM - NOTIFICATION DEVICES QTY SYMBOL DEVICE DESCRIPTION E 0 WALL STROBE 0 WALL STROBE WEATHERPROOF 1 0 CEILING STROBE (u WP CEILING STROBE WEATHERPROOF E >g WALL HORN -STROBE DOOR BUZZER R WALL HORN -STROBE WEATHERPROOF E ® CEILING HORN -STROBE SMOKE BEAM RECEIVER ®WP CEILING HORN -STROBE WEATHERPROOF 135° FIXED TEMP HEAT DETECTOR in WALL HORN 135° RATE OF RISE HEAT DETECTOR 0 CEILING HORN 194° FIXED TEMP HEAT DETECTOR NM WALL MINI -SPEAKER . 194° RATE OF RISE HEAT DETECTOR s WALL SPEAKER 190° FIXED TEMP HEAT DETECTOR 0 CEILING SPEAKER 194° LINE TYPE HEAT DETECTOR >EH WALL SPEAKER/STROBE SECURITY CARD READER WEATHERPROOF ss CEILING SPEAKER/STROBE SECURITY CONTROL UNIT c WALL CHIME SECURITY DOOR PANEL C CEILING CHIME SECURITY DOOR CONTACTS n WALL BUZZER SECURITY EXIT PUSH BUTTON 0 CEILING BUZZER SECURITY KEY PAD CQ BELL FIRE ALARM - DETECTORS QTY SYMBOL DEVICE DESCRIPTION E ©p SMOKE DETECTOR ©AB SMOKE DETECTOR ABOVE CEILING FIRE FIGHTERS PHONE ©BL SMOKE DETECTOR BELOW CEILING (u 6 DUCT SMOKE DETECTOR nH 1 RTS 1 DUCT SMOKE DETECTOR REMOTE TEST SWITCH DOOR BUZZER R ©BT SMOKE BEAM TRANSMITTER cR ©BR SMOKE BEAM RECEIVER IN ®F 135° FIXED TEMP HEAT DETECTOR in FOUR POINT INPUT/OUTPUT RELAY MODULE 135° RATE OF RISE HEAT DETECTOR IM 194'n 194° FIXED TEMP HEAT DETECTOR NM I94•® 194° RATE OF RISE HEAT DETECTOR MI 190•. 190° FIXED TEMP HEAT DETECTOR DH 194.a°' 194° LINE TYPE HEAT DETECTOR FIRE ALARM - MODULE / RELAY QTY SYMBOL DEVICE DESCRIPTION E r MANUAL PULL STATION MM MINI MONITOR MODULE FIRE FIGHTERS PHONE 11 MONITOR MODULE (u M2 TWO POINT POINT MONITOR MODULE nH M4 FOUR POINT MONITOR MODULE DOOR BUZZER R RELAY MODULE DOOR CHIME cR CONTROL RELAY MODULE SECURITY ELECTRONIC DOOR OPENER IN INPUT MODULE SECURITY ELECTRONIC DOOR STRIKE in FOUR POINT INPUT/OUTPUT RELAY MODULE INTERCOM UNIT IM ISOLATION MODULE MASTER INTERCOM & DIRECTORY NM NOTIFICATION MODULE MOTION DETECTOR MI SYNC MODULE SECURITY DOOR ALARM MAG LOCK DH DOOR HOLDER FIRE ALARM - SPRINKLER QTY SYMBOL DEVICE DESCRIPTION ® SPRINKLER RISER Q WATER GONG BELL FIRE FIGHTERS PHONE FS WATERFLOW SWITCH (u Ps PRESSURE SWITCH nH Ts TAMPER SWITCH FIRE ALARM - FIREMAN'S PHONE QTY SYMBOL DEVICE DESCRIPTION 1 ESR 1 ELEVATOR STATUS RECALL Q 1 FFP 1 FIRE FIGHTERS PHONE ®4 VP BATTERY (u FIRE FIGHTERS PHONE JACK Co nH FIRE FIGHTERS HANDSET FIRE ALARM - MISCELLANEOUS QTY SYMBOL DEVICE DESCRIPTION KH KITCHEN HOOD Q JUNCTION BOX ®4 VP BATTERY ACCESS / SECURITY/ CAMERA - QTY SYMBOL DEVICE DESCRIPTION Nc NURSE CALL gmti CCTV CAMERA ®4 VP CCTV CAMERA WEATHERPROOF Co DOOR BELL T/ DOOR BUZZER DOOR CHIME ER3i SECURITY ELECTRONIC DOOR OPENER Es SECURITY ELECTRONIC DOOR STRIKE lc INTERCOM UNIT MI MASTER INTERCOM & DIRECTORY MD MOTION DETECTOR M SECURITY DOOR ALARM MAG LOCK pi SECURITY CARD READER CR WP SECURITY CARD READER WEATHERPROOF scu SECURITY CONTROL UNIT SCP SECURITY DOOR PANEL Dc SECURITY DOOR CONTACTS • SECURITY EXIT PUSH BUTTON K SECURITY KEY PAD Without comments As Noted in Red 0.. Per Ole Attached Letter Tftwe plan: Prevrertripn stanch- 'iG Ornlss 1s 5tartdaria adequacy Additir,os this dpi. resubrl,i', cr'1&& ac1 Tulo Oaten or, beet, , E,v ewed by The Tukwila Fire c- .. 4 frt. ..-.r,! rTYlaJl e with current Cfty x r�;ne:e ;tut ie0 to errors and 11c '""solations of adopted o :. °i`n8 :' . tesbonslhiiity for the . :, "�I,; ;,,,Ith the designer. tc. these drawings after :old will require a ,.,r,,:,ouent approval. grip inspection by ,S1 1 T KWILA FIRS'. DPA Please Call 205-575-4407 ond give this Fire Perna No. • and exact address - shut- down or re �' shin raan. aPProva1. PAID ^I.± a 23 2O1R J KW I LA FR o cc rn c r m2(N1 LL LO 2 M � w W Er Z O N w _O O r CO O co O N I— O co CD J J WCD0 CC SSUE LOG: DESCRIPTION 1- z Lu CONSTRUCTION SET DESIGNER: SCOTT JERKE ISSUE DATE: 8/21/18 PROJECT #: FA18085 SYSTEM: FIRE ALARM SHEET: GENERAL SHEET LEGEND & NOTES FA001 c_ SSS 207, RESTROOM 1-9 15cd EOL RESTROCA,: 1-8 15cd OFFICE INVENTORY L TELCO I 105 1 J ASCALE: 1/8" = 1'-0" STORAGE I 132 I WORK AREA 1-5 75cd NAC -2 115cd SALES DEVICE LOCATIONS - 1ST LEVEL 1 J /` EXISTING FSE -1 /NAC -1 EXISTING FSE -1 /NAC -2 1-1 1-2 1-3 115cd 115cd 115cd .218mA .218mA .218mA NEW DEVICE 1-5 /-Q I 15cd I 75cd a L 066mA .176mA 2-1 2-2 2-3 2-4 185cd 185cd 185cd 115cd :1 EOL .297mA .297mA .297mA .218mA 3-1 3-2 3-3 3-4 115cd 185cd 185cd 115cd 0 N EOL .218mA .297mA .297mA .218mA FSE 4-1 4-2 75cd 75cd W EOL .176mA .176mA 1-7 1-8 1-9 75cd 15cd 15cd IMI n EOL .176mA .066mA .066mA r SCHEDULES & RISER DIAGRAMS KEY PLAN VERIZON WIRELESS 1 CC co 0 Z c) 0 U 111 co co Q 00 O z-410- 8 O0 T {.1.1 a. ISSUE LOG: DESCRIPTION 1- Z W 0 SOUTHCENTER PKWY T WORK AREA MINKLER BLVD KEY PLAN • N.T.S. CONSTRUCTION SET DESIGNER: SCOTT JERKE ISSUE DATE: 8/21/18 PROJECT #: FA18085 SYSTEM: FIRE ALARM SHEET: DEVICE LOCATION VIEWS & RISER DIAGRAM FA101 co O= OQ O�OQ OQ� Z v 'q?// O Q' v O O vv Q=�OJO v Oso Qco k Q Q �� Q� O -s� �co0<tvJS�OZkQ co DISPLAY OF AN ALARM EVENT AT THE FACP SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage Current Load: 1 Standby: Alarm: DISPLAY OF A SUPERVISORY EVENT AT THE FACP 2.782 21.218 FSE 2 EXISTING DEVICES 800 1.109 Device Type Quantity Amps Total Amps DISPLAY OF A TROUBLE EVENT AT THE FACP 1.030 2.076 21.924 FSE 4 EXISTING DEVICES 800 0.352 Main System Board 1 0.07500 0.0750 DISPLAY OF AN ALARM EVENT REMOTE ANNUNCIATOR 0.2050 NAC 1 1 0.00000 0.0000 1.38000 1.3800 NAC 2 1 0.00000 DISPLAY OF A SUPERVISORY EVENT REMOTE ANNUNCIATOR 1.10900 1.1090 NAC 3 1 0.00000 0.0000 1.03000 1.0300 NAC 4 1 DISPLAY OF A TROUBLE EVENT REMOTE ANNUNCIATOR 0.0000 0.35200 0.3520 TRANSMIT AN ALARM SIGNAL TO THE CENTRAL STATION 0 )npl TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION 0 0 0 TRANSMIT A TROUBLE SIGNAL TO THE CENTRAL STATION ACTIVATE ALL AUDIBLE & VISIBLE DEVICES Total Panel Loads: 0.075 INITIATE ELEVATOR RECALL TO UPPER LEVEL 4.076 Amps Standby Current Load: 0.075 Amps INITIATE ELEVATOR RECALL TO LOWER LEVEL 1.800 Amp -hours Alarm Current Load: 4.076 ILLUMINATE FIREMANS HAT For 5 Minutes= 0.342 Amp -hours A\ SCHEDULES - SEQUENCE OP OPERATIONS MATRIX B FA18085 VERIZON WIRELESS SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage Current Load: 1 Standby: Alarm: 1.380 2.782 21.218 FSE 2 EXISTING DEVICES 800 1.109 Device Type Quantity Amps Total Amps Total 1.030 2.076 21.924 FSE 4 EXISTING DEVICES 800 0.352 Main System Board 1 0.07500 0.0750 0.20500 0.2050 NAC 1 1 0.00000 0.0000 1.38000 1.3800 NAC 2 1 0.00000 0.0000 1.10900 1.1090 NAC 3 1 0.00000 0.0000 1.03000 1.0300 NAC 4 1 0.00000 0.0000 0.35200 0.3520 Total Panel Loads: 0.075 Amps 4.076 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 4.076 Amps For 5 Minutes= 0.342 Amp -hours 20% Derating= 2.571 Amp -hours Total System Current Load: 2.571 Amp -hours 112VDC i Battery Pair to be Used: Amp -hours 7 Voltage Drop Chart FA18085 VERIZON WIRELESS Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 NEW / EXISTING DEVICES 800 1.380 2.782 21.218 FSE 2 EXISTING DEVICES 800 1.109 2.236 21.764 FSE 3 EXISTING DEVICES 800 1.030 2.076 21.924 FSE 4 EXISTING DEVICES 800 0.352 0.710 23.290 POWER CALCULATIONS (1) Lil ® Q. _O O OO co O T N O H co 0 _ < Cj)-W goo F! ••••• < SSUE LOG: z 0 0 0 Lu CONSTRUCTION SET SCOTT JERKE SCHEDULES & CALCULATIONS FA501 CEILING IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING -- / FLOOR NOT LESS THAN 90" AFF NFPA 72 2013, 18.4.8.1 WALL MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ABOVE THE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6". FIRE ALARM — HORN MOUNTING CEILING 1 IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING BUT NOT GREATER THAN 96" AFF "'-j.11'/ FLOOR NOT LESS THAN 80" AFF NFPA 72 2013, 18.5.5.1 WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. CB) FIRE ALARM — STROBE MOUNTING DMARC LINE LINE 1 1,[RJ31XBLOCK RJ CORD PRIMARY PORT SECONDARY PORT RED YLW GRN BLK RJ CORD PRIMARY PORT 1 TO PHONES FIRE ALARM CONTROL PANEL \- SECURITY CONTROL PANEL � \ FIRE ALARM — PHONE CONNECTION WEATHERPROOF J -BOX WITH ELECTRICALLY SUPERVISED COVER TAMPER 1/2" WEATHERPROOF BOX SUPPORT ARLINGTON OR EQUIVALENT 1/2" X 36" RIGID CONDUIT WEATHERPROOF 1/2" FLEX CONDUIT OS&Y TAMPER SWITCH DII 18"&24" -- - 4S J -BOX GROUND LINE SCHEDULE 40 PVC OR RIGID CONDUIT SCHEDULE 80 PVC OR RIGID CONDUIT Ec CEILING - NO LESS THAN 4" NO MORE THAN 12" FIRE ..' 4 -17.4"7".• l! NOT LESS THAN 42" AFF FLOOR NOT MORE THAN 48" AFF NFPA 72 2013, 17.14.5 THE OPERABLE PART OF A MANUALLY ACTUATED ALARM INITIATING DEVICE SHALL BE NOT LESS THE 42" AND NOT MORE THAN 48" FROM THE FINISHED FLOOR. NO LESS THAN 4" CEILING FLOOR NFPA 72 2013, 17.6.3.1.3.1 DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4" FROM THE SIDEWALL OR ON THE SIDEWALLS BETWEEN 4" AND 12" FROM THE CEILING. NO LESS THAN 36" FLOOR CEILING NFPA 72 2013, A.17.7.4.1 DETECTORS SHALL NOT BE LOCATED IN DIRECT AIRFLOW OR CLOSER THAN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. FIRE ALARM — PULL STATION MOUNTING CD) FIRE ALARM — SMOKE & HEAT MOUNTING — -�__t_. v. •7_ _\vi�wi �ii WIRE TIE NO STAPLES OR FIRE ALAFM WIRE HANGER CONDUCTOR CONDUIT FIRE ALARM — CEILING TO WALL TRANSITION AND OPEN WIRING SFJ FIRE ALARM CONTROL PANEL CONDUIT 411 DEDICATED LOCKED CIRCUIT BREAKER DISTRIBUTIION PANEL CLI FIRE ALARM — DCVA TAMPER SWITCHES %� FIRE ALARM — POWER DISCONNECT ,Io.o OTCTAGON II�/ JUNCTION BOX OR SQUARE JUNCTION BOX FIRE ALARM — DROP CEILING & J BOX FDC 1/2" FLEX CONDUIT 4S BOX W/ COVER 0 J WALL 1/2" FLEX CONDUIT WATERFLOW SWITCH SPRINKLER RISER { CHECK VALVE 11 TAMPER SWITCH 11, Mio DRAIN OS&Y CONTROL OUTLET VALVE CJ \ FIRE ALARM — OS&Y TAMPER GATE VALVE cn W 0)rn 1106 54TH AVE E TACOMA, WA 98424 CD CD LI...,1w Cr g ®oma a. W(c) co N 1-- .1i •••• CDZCI ,- N 0 O H c) 00 i5<co N 1-,,,n N.Ct O Zci W W 0 0 0 a cc 0 >17. _J D T W 0- - 0 _ SSUE LOG: Z w rn CONSTRUCTION SET DESIGNER: SCOTT JERKE ISSUE DATE: 8/21/18 PFios -'r #: FPO 8085 SYSTEM: FIRE ALARM SHEET: PRODUCT TYPICALS FA601 FIRE SY• STEM ACCESS01 5499 Distributed Power Module The NAC expander that packs quite a combination punch, a whopping nine amps and built-in synchronization for appliances The 5499 Distributed Power Module by Silent Knight is the most-powerful ,tu and cost-effective power supply available today. It delivers 9 amps of notification appliance circuit power and built-in synchronization for appliances from System Sensor®, AMSECO, Faraday, Gentex5, and Wheelock®—what you need to drive power-hungry components like ADA notification appliances. The 5499's advanced microprocessor design is years ahead of the competition. Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies. And, ADA retrofits are easier and less expensive with the 5499 because it integrates into current systems without the costly investment in new components. For the most sophisticated and cost-effective notification power supply available, you need the 5499. Cali Silent Knight today for more information at 1-800-446-6444. Description The 5499 is a 9 amp notification power expander that provides its own AC power connection, battery charging circuit, and backup battery for use with fire and security controls that have 9-32 VDC outputs, such as the Silent Knight Model 5208 Fire Control/Communicator. The 5499 is the cost-effective solution for powering notification appliances required by the Americans with Disabilities Act (ADA). The 5499 has built -In ANSI cadence pattern, which can upgrade older control panels that lack cadence capability. Features • UL Listed for 9 amps of notification power • Built-in synchronization for appliances from System Sensor®, AMSECO, Faraday, Centex®. and Wheelock® • Power supply's advanced switch mode design reduces damaging heal and manages power up to 50% more efficiently than other systems • Dip switches allow for easy reconfiguration • 24 VDC filtered output voltage • Four power -limited notification outputs; 2 Class A (Style Z) or 4 Class B (Style Y), or 1 Class A and 2 Class B • Additional continuous auxiliary output • 3 amps per output circuit • 2 inputs; 2 Class 13 (Style B) or 2 Class A (Style D) • Ground fault detector/indicator • Independent trouble relay • AC loss delay option shuts off power to non-essential high -current accessories like magnetic door holders • Stand alone operation. • Lightweight design adds to ease of installation and reduces shipping costs • Operates with most polarized, UL Listed notification devices • ANSI Cadence pattern output capability built-in Connection to Local Fire Control Firepower 5499 may be connected to a local fire control which utilizes Class A a Class 8 type notification circuits operating between 9 and 32 VDC. The control panel's notification circuit is connected to one of the Inputs on the 5499. The control panel's notification drcuit end -of -line resistor is also connected across two terminals on the Firepower 5499, which provides supervision between the 5499 and the fire control panel. Polarized audible and/orvisual notification devices are then connected to the 5499 signal circuits using the 4.7kW end -of -line resistors provided. Since the 5499 draws very little power from the control, II is possible to connect one Firepower 5499 5499 to each notification circuit on the control panel and still provide full supervision of the notification circuits all (he way back to the control panel. SILENT �(n KNIGHT by H•oneywell FRE�SY EM ACCESSORY 5499 Distributed Power Module Supervision The 5499 supervises a variety of functions including: • Low AC power. • Low battery condition. • Earth ground fault. • Auxiliary output power limit condition. • EOL supervision trouble or power limited condition at an output. When a trouble condition occurs, Firepower 5499 creates a trouble condition on the host control signal circuits to which it Is connected. Firepower 5499 still maintains the ability to be activated by the host control. In addition, the 5499 provides a Form C trouble relay output as an alternative to using the notification circuit trouble. Electrical Specifications AC Input: 120 VAC at 3.6A Output: 24 VDC at 9 A Current Standby: 75 mA Alarm: 205 mA Auxiliary Power Circuit: 1 Notification Circuits: 4 Aux Trouble: Yellow Output Configuration: Output 2 Class A (Style Z) troubles (1-4): Yellow 4 Class B (Style Y) (1 Class A & 2 Class B) Amps Per Output: 3.0 (9.0 amps total) Notification Circuit Output: 20.4 to 27.3 VDC @ 3.0 amps each, 4,7 lest EOL resistor required on each Class B circuit No. of Inputs: 2 Input Configuration: 2 Class 8 (Style Y) or 2 Class A (Style Z) Input Voltage Range: 9 - 32 VDC Battery charging Capacity: 35.0 AH Mechanical Specifications Dimensions: 12.25" W x 16" I.1 x 3" D 30.88 cm W x 40.64 cm H x 7.62 D cm Operating Temp: 32° to 120° F (0° to 49° C) Humidity: 93% non -condensing max. Indicator Lights AC power on : Green Battery trouble: Yellow Ground fault: Yellow Installation Surface mount Approvals NFPA 72 UL Listed CSFM 7300-0559: 123 MEA429-92-E Vol. XII Ordering Information 5499 Distributed Power Module Model 5499 Block Diagram Signa! Circuit Output Signal Maul Output 819nel 1 —input Signal 2 filpul (optional) 120 1 Fire Control stributed Power dulet4P0 Trouble Output (Ai ernat(ve to notification circuit trouble.) Signal signs! 2 Slgnnl3 Signal4 Aux, Power DKNIGFIT SILENT by Honeywell This document is not intended to be used for installation purposes. Wo try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more Information, contact Silent Knight 7550 Meridian Circle Suite 100. Maple Grove, Mn 55369-4927. Phone: (800) 328-0103, Fax: (763) 493-6475. MADE IN AMERICA FORM# 350396 Rev D 09/06 Copyright © 2006 Silent Knight PRODUCT DATA SHEETS IRE SYSTEMS INC. 1106 54TH AVE E TACOMA, WA 98424 0 co co th rn M N (n CC co u_ 1- 2 fn VERIZON WIRELESS CC o z 00 0 WWcot) O I—o//co'�/o/'\\ O Z 00 0 T W 1- a. ISSUE LOG: DESCRIPTION uJ Q CONSTRUCTION SET SCOTT JERKE DATE: 8/21/18 PROJECT #: FA18085 DESIGNER: ISSUE PR SYSTEM: FIRE ALARM SHEET: PRODUCT DATA SHEETS FA901 SpectrAlert Advance Specifications UL Current Draw Data SpectrAlert Advance Dimensions -, f O� \.,. .Ox SENSOR' Y '"l,• J i!$ Rr , p` ts;R ;,: ,a `Aichrte"ktrefi9in'ee1`r,SPeutkiean .. .. .. ... . y General SpectrAlert Advance horns, strobes and horn/strobes shall mount to a standard 4 x 4 x 11/2 -inch back box, 4 -inch octagon back boxer double -gang back box. Two -wire products shall also mount m asingle-gang 2 x4 x lir-inch bark box. A universal mounting late shall be used for mounting cell and wall p.t9P 9.i'rg p•oducU Tne-orfiratipn appliance circuit wring shall terminate universal mounting Also, SpectrAlert Advance when used with the .7 1i1 zs _ 6a• ole. ; Lt ' (Siem tiifeni 6t`6t ,(r,(t'1�(11Vti :�l�M'af4?Nq' 5rrn€15i [tii(#ItfVIS` 0-775 Volts 16-33 Volts 8-17.SVolts 16..33 Volts Candela DC FWR DC FWR Sound Pattern dB DC FWR DC FWR �■ �■ __ _ _ Standad 'IS` 123 128. 66 71 temporal High 57 SS 69 75 g�—` _ I , J zIs' _ Candeaaange t5!75• 142 M5 r7 81 Temporal Milium bt an SA 69 ,{, .tt - T Selectable Output 7 �', £' '' Horns, Strobes, and (" ' r plate products, Svnc{irnnt Module accessoryshall bepoweredBgm anon-cgdrd notificationa lance drantouu;ut and shall operate on nominal 12 or 24 volts. Wow used with the Syrc.Crcuit Module. 12 -volt rated notification appliance c¢wt outputs shall operate between ane and 175 volts:24,dt rated notification appliance circuit outputs shall operate between 17 and volts Indoor SpectrAlert Advance products shall operate between 32 and 120 degrees Fahrenheit km a regulated rX- rr`ullwave rectified unfiltered "o:versuppq'S,roles and horn/strobessha11 havefieldse!ectable candela senings in ch; di ng 15, 15775, 30, 75,95,114113,135,150,177,185 30' Nn NA 94 96 Temporal Low 39 44 44 48 I •'I Ill) ! / �• a 1 •� moo. .:. -. 75• NA NA 956 153 Non -temporal High 57 56 64 75 9S NA NA 181 175 105tem!:oral Medium 42 50 60 69 11 0 I A ^J n 202 195 Non -temporal Low 41 4450 50 Wall -mount hem/strobes Celliny-mount hum/strobes ].1' P.25 iN ].1 2.0• Ola. 5 NA NA 210 205 Coded high 57 55 69 75 Horn/Strobes 1 Strobe High NA N 2I8 - Medium 51 9A ' 20' Coded A,.d um 44 56 C9 1.. w. r § . SpectrAlert' Advance selectable -output lbrns,strobes, " Th nshall+135 esti. be txa5 .tem Sensor SpectrAlert Advance Model listed � UL 1971 and a i t�d(rfin r i�shall Ys p .te to it be Vq i,ti 0 fire e g service.Thestrobe saltiep-5.os•� r wired asaprimary-signaling notification appliance and with the Americans w!thDsnL+il nes rktr.eu requirements Visible s!ana !ng appliances,flas.ling at appliances, 1Hzavel'Ihestrobe's05,100perat!19voltagerange.lhesuobePalashallconsistofaxeexn0ahtubeandassedaldlens/re8ector5551011Opo40 Horn/Strobe horn/strcJe •hall beat stem Sensors cuAlert Advance Altxlel listed In UL 19/I and UL4al,.nd shsll boa moved forfin°irrncKtve service. Y SpectrAlert pr z. (. za-� air. i� - o \ 00= 4 r, '�\ - 2. \` 0 n Ca doh Range 9 150 NA NA'` 246 220 Cuda) Low 40 46 52 50 177 NA NA 281 251 5.8 iypllothe 0 ®° 7 � ' �S 185 NA NA 206 758 C C'success`)`D'rddifidAA d5Y "2�e 'a;Eir dli9tItifi shuts` de ( ��� 8-17.5 Volts 16-33 Volts oo p e° • d a O O / ° •/ J _ �/® and horn/strobes are rich with features guaranteed to �/,.",, .,�,•lens/reflector eutlnstai/auontimes and maximize refits. SPECT rt p 6A If " tit la f The hon✓slrobe shall be wired as a primarys1 amg n415wtion appince and comply vnth[he Americans w! 11 D!sabllt:es Act requirements for visible si nails appliances, flashing at iHz over the strobe's volta_erdnge. The sbobeli ht shall consist of xenon tube and associated signaling pp; y k T yInput\ system"rhehem shall have three audibility options and anoption to switch belweenatemporal [hoe patternandangmtemporai(continuous) panern. These options me set bye multiple position sv.•itch,Onfcur=wire products, the strobe shall be powered independently of the sounder. The horn on horn/strobe models shall operate on a coded or non -coded supply. DC 15 75175 15 15175 30 ?5 95 710 115 a - ``®1`" \ \ iii Temp.'oIHigh til 14i 79 90 107 775 194 212 216• --J Wali back box skirt Ceiling back box ski tr Wail weatherproof back box Ceftin weatherproofback box 9 P 9 SpectrAlert Advance Ordering Information -hfd'd'e"f... b8tilRif0 ;•;, „, ,,, � .Modea, De ifptliM '0' Wall Hom/Strobes Ceiling Horn/Strobes (coned.) n Temp:?al Medium 132 144 6: 80 97 157 132 20i 210 lempai Len 132 143 66 77 93 154 179 198 207 -- The SpectrAlert Advance series of notification appliances is Features power Outdoor Products SpectrAlert Advance outdoor horns, strobes and honVsuobes shall be listed for outdoor use by UL and shall operate between minus 40 degrees and 151 degrees Fahrenheit.'111e products shall be listed for use with a System Sensor outdoor/weatherproof back t:ox with half Inch and threedomths!nch40,9,11 entries. Noll-:empnra'High 141 152 91 103 116 176 201 221 229 Nondimporai Medium 133 145 75 85 102 163 187 207 216 Non -temporal Low 131 144 68 79 96 156 162 201 210 P2R•• 2.wire HonVStrobe. Standard of, Red PC2W' 2 -wire Horn/Strobe, Standard cd,White FWR Input P2111-1• 2 -wire Horn/Strobe. High cd. Red PC2W1'r' 2 -wire Horn/Strobe, High cd, White 1ernt1al High 136 155 88 97 112 168 190 210 218 designed to simplify installations, with features such as plug in • Electrically compatible with existing SpectrAlert products designs, instant feedback messages to ensure correct installation ofSpectrAlert • Automatic selection of 12- or 24 -volt operation at 15 and 15/75 Individual devices, and 11 field -selectable candela settings for wallsingle candela and ceilingstrobes and horn/strobes. • Plug-in design When installing Advance products first attach aunl4ersal mounting • Field selectable candela settings on wall and selling u.11t5. 75, 75/75, Synchronization Module The n1odule shall be a System Sensor 5yric-Circuillode15.401. listed to UL 464 and shall be approvedfor fire protective senice.The rnolule shall synchronize strobes at iliz and horns at temporal three. Also, while operating the strobes, the module shall silence the hone on horn/strobe models over a pair of wires. The 'nodule shall mount to a 41ha x 4'546x21/4 -inch back box. The module shall also control two Style Y (class 8) circuits 01 one Style 7 (class A) circuit -The nodule shalls synchronize multiple Dais chaining two or more synchronlation modules togetherwill5 synchronize all the zones the yr' P! - Y Y Y control. The module shall not operate on a coded power supply. - •- • - -- - - -- - -- - -- ' - P2RK• 2wire HoMStrobe, Standard cd, Red, Outdoor PC4R 4 -vain Horn/Strobe, Standard cd, Red Ternwal Medium :I 17.9 '.152 78 86 103 160 I84 7.02 206 020I1K• 2'wi,e Ho,r✓Suebe,liigh cd, Red, Outdoor PC4RH 4 -wire Horn/Strobe. High cd. Red Temporal km 129 ::151 76 86 101 160 18.1 194 201 P2W 2 -wire Horn/Strobe. Standard cd,White PC4RK 4 -wire Horn/Strobe, Standard cd. Red, Outdoor Noo-vmporal High 142 ::161 103 112 126 181 203 221 229 u2W1-1• 2 -wire Horn/Strobe. High at, White PC4RHK 4 -wire Horn/Strobe, Highcd Red, Outdoor Non :e'rppraiMedium 134 155 Di 95 710 166 1139 208 216 P4R• 4 -wire licnVStrobe, Standard cd, Red PC44Y byre fiorNStrobe,SWndard cd,White,htra)lEfrfcaiasftiaii tion e poa!LON 4137 154 80 90 105 161 184 202 211 "t��'it�riai�fiba�i'stn'Y+};";Jt`ps`I;){it($dI)�p'(I,,, 18-33 Volts 56-33 1/15115 p46H• 4 -wire Horn/Strobe, High cd, R=d pC4WH 4 -wire Horn/Strobe, High cd, While late to a four -inch square, four -inch octagon or double -gang 30, 75, 95, 1)0, 115,135,150,177,185 P q '9 - Standard Operating Temperature 32 r to 120°7 (0'C ton9°C) FORK bwire HnnVSunle, Standard cd, Rd, Outdoor Ceiling Strobes _ 9 junction box. The two -wire mounting atmchestoasinylegan9 K Series Operating Temperature -4016 to 15101 (-40"C to 611 P411130 4 -wire HorNle Slre.fiighui,Red,OuW® Outdoor — SCR' Strgbe,Standardcd. Retd DC input 735 150 177 785 FWR Input 135 750 177 185 plate ,n •Saemountinypia[eforwallandceiling-mountun!ts junction box. Humidity Range 10 ro 9345 nnn<onden5in9(Indoor products) •7W 1wireHornStrobe.Standardcd,4Ynite 5CFH` Stfohe.Highcd. Red Temp al High 245 259 290 297 Temporal High 215 231 258 265 • Shorting spring on mounting plate for continuity check before Strobe Flash Rate I flash persecnnd P411711. 4 -wire licrn.Strobe. High cd, White SCP.K Strobe. Stall:lard cd, Red Outdoor Tempral Medium 235 253. 28.9 297 Temporal Medium 709 224 250 258 installation Next, connect the notification appliance circuit wiring to the SEMS Nominal Voltage Regulated 12124i'FWR or regulated 240C/FWR' Strobes SCRHK Strobe High cd, Outdoor Ternwall P=all.rrw 232 251 232 Temporal Low 207 221 248 256 terminals on the mountinglate. •Tamper resistant construction Operating Voltage Range' 8to17.5V(12V nominal) or 16 to 33 V 324 nominal) SW` Strobe, Standard cd.RedSCW. Strobe, Standard cd,White a 69, 303 Nontemporal High 255 270 303 309 Nomten:poral High 233 248 275 281 P • Outdoor wall and ceiling products rated frown -4016 to 151°F Input terminal wire gauge 121216 MG SR!i^ Strobe, High Red SCWFI.1 Snobe, Hi 9 High cd,White Non -temporal 242 259 293 299 Nen-tern;xlral Medium 219 232 262 267 Finally, attach the horn, strobe or horn/strobe to the mounting plate Ceiling mount dimensions (Including lens) 6.8' diameter x25' high (1731nm diameter x 64 mm high) SRK Stroh, Standard M,Red.Ootdoor Homs Non -temporal Lox 238 254 291 295 Non-termx,ral Low 214 229 256 262 . Design allows minimal intrusion into the back box byInserting the 104041'5 tabs in the mounting 9 P Wall mount dimensions (including lens) 5.61x4.7Wx 2.5'D(142 mm Lx 119mmWx 64 mmD) SRHK Strobe, High cd, Red, Outdoor HR Horn. Red Candela Derating Horn Tones and Sound Output Data For Y. series products used at low temperatures. listed candela -- •>' '" fid%r "nil H6hustioti] racim idowswoom,,SWH• ratingsmust he reduced in accordance with this table. 240611 Nominal 8-17.5 16-33 '"if`tlf plate's grooves. g P 9 • Horn rated at 88+ dbA at 16 volts device will rotate atm position, locking the product's pins into the Horn dimensions 5.51. x 4.7 W x 1.31) 1142 mol L x 119 mm 59 0 33 min 0) SN• Strobe, Standardcd,4Yhite FMK Horn, Red, Outdoor mounting plate's terminale. The device will temporarily hold in place • Rotary switch for horn tone and three volume selections Wall -mount back box skirt dimensions (995-2,885W-21 5.91x 5.0W x 2,211(151 ons Lx 128 mmWx 56 mm D) Strobe, High cd, White HW Horn,White with a catch until it is secured with a captured mounting screw, •Outdoor products UL listed to UL 1638 (strobe) and UL 464 (horn) Ceiling mount back box skirt dimensions 5138502, BBSCW-2) %.i-diameter x225 -high (IPA mm diameter x 57mm high) Ceiling Horn/51abet Accessories 9 outdoor requirements Wall -mount weatherproof back box dimensions (SA-WOB14 I 5.71 x 5.1 x 2.0'D (145 min L x min x mm 130 W 51 D) (TC2R• 2 -wire HomrStrobe, Standard cd, Red 8135-2 Back Box Skirt, Wall, Red Sia"S4 Switch volts Vohs Reverberant Anecholr The SpectrAlert Advance series includes outdoor notficadon Ceiling-mountweatherproof weaerproof back box dimensions(SA-W88C) 7.1-diamelerx2A"high 1180 mm diameterx 5> 00,)n9td PC2RH• 2 -wire Horn/Strobe, High cd, Red 065W-2 back Box Skirt, Walt White ListedCandala Candela rating at '. Position Sound Pattern d6 DC FWR DC FWR DC FWR DC FWR •Outdoor products wireappl) a reav Dable foorr hOnt/strobesorns are available for wire) are available for wall or ceiling.0utdoor horns are available for •Compatible with MDt. sync module wall or Wall only. Ali System Sensor outdoor products are rated between minus40degreesFahrenheitand151degreesFahrenheitinwetor dry applications.95 AgeneyListings Notes: 1. Fun wave Rectified (FWR) voltage non-regulated, time varying power source that is used on some power supply and ruts 0 r i e9 r 1 9 t Po+v . pp y panel outputs, 2.RS,PC. and SC products will operate at llV nominal only for lS and 15/75 cd. IS 1 T•zmixnal High 78 78 84 04 88 88 99 98 PC2RK 2wvireHornStrobe,Standard cd, Red, Outdoor O61G2 Back Box Slat, Ceiling, Red PC2RHK 2 -wire lierrVSirebe, High cd, Red, Outdoor RBSCW-2 Back Box Skirt. Ceding, Wilke 15/75 Do not use below 32"F 2 Temporal Medium 74 74 CA AO Fb 85 96 96 Notes: •Add' -Pito model number for pain housing(no'FIBE'marking on cove,), e.g, 628-7 tAdd '-SF'to model number(or'FUEGO'markiny on cover, eg, P2R-SP ,'Standard cd refers to strobes that include 15,13!15, 30, 75, 95,110, and 115 candela sett!ngs.'High cd; refers to strobes that include 135,150, 177, and 185 candela settings, 9 All outdoor units ending 41'K -include a weatherproof back box. 3U - 3 Temporal Low 71 73 76 76 83 00 94 89 75 444 Non -temporal High 82 82 88 88 93 92 100 100 70 - s Non -temporal Medium 78 78 N: 85 90 90 98 48 110 110 6Nomtem • I Low 75 75 81 81 A8 WHIM :us rose lra;m:«::.uei, r ie.r«rn.a.::,,x,i �L MEA a rj its u r a approved rn'4 USTED APPROVED .a5n ) `µ - 1.,,v,i Hsi vnsa n..: ose ,...cvsrw I1S �,�� Bei 96 92 115 '7' Coded High 82 82 68 88 93 92 101 101 195 135 81Coded Medium 78 78 85 A5 90 97 ` 90 98 t IS 9 Coded Low 75 81 81 *^ -STEM \1 gy. '•tri 3025 Ohio Avenue•St. Charles, IL 60174 I„�ta,µ^3fMY° xas Sem, SENSOR' Phone: 800-5E95082. Fax:630-377-6495 """°"`v6 w.owsai ir,ro..0:6. '•'". 177 .'S 88 85 96 92 Izl 'Settings 7,0, and 9are no; available on 2 -wire horn/stroba.`� 185 185 �.a_s� PRODUCT DATA SHEETS IRE SYSTEMS INC. 1106 54TH AVE E TACOMA, WA 98424 0 co co th rn M N (n CC co u_ 1- 2 fn VERIZON WIRELESS CC o z 00 0 WWcot) O I—o//co'�/o/'\\ O Z 00 0 T W 1- a. ISSUE LOG: DESCRIPTION uJ Q CONSTRUCTION SET SCOTT JERKE DATE: 8/21/18 PROJECT #: FA18085 DESIGNER: ISSUE PR SYSTEM: FIRE ALARM SHEET: PRODUCT DATA SHEETS FA901 110cd EOL FSE -2 CIRCUIT 2 110cd O EOL FSE -2 CIRCUIT 1 TRIGGER FROM FSE -1 CIRCUIT 2 EXISTING SLC CIRCUIT 1 1 I FIRE ALARM PLAN 0 8 16 SCALE 1/811=11-011 FLAG NOTES: EXISTING DEVICE NEW DEVICE FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG-16-THHW FOR DIRECT BURY/WET LOCATION KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTRDL PANEL E.. IFP -1000 FARENHYT WALL TOP @ 66" FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT WALL TOP @ 66" ® X STROBE 2 SR SYSTEM SENSOR WALL @ 80"-96" 0 CEILING MOUNTED HORN/STROBE 9 PC2R SYSTEM SENSOR CEILING F MANUAL PULL STATION 1 IDP -PULL FAHRENHEIT WALL @ 48" © SMOKE DETECTOR 1 IDP -PHOTO FARENHYT CEILING - 3' FROM AIR DEFUSER tr a eNS.E 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 subtest to errors and omissions ivhch do not authorize violations of adopted sta„aaras and oralnances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings alter this date will void ilii. 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 Bur9au. NOTICE A completed, signed, Tukwila Fite 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: 575.4407 -- and give this job No. O) -F-I la_ and exact address for shute or rer.:toration approval) PAID AUG 13 2007r/91' Tukwila Fire rt. 156° .+� 25364' SCOPE OF WORK: THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SINGNAL EXPANDER AND NOTIFICATION DEVICES TO THE EXISTING SYSTEM FOR THE PURPOSE OF TENANT IMPROVEMENT. PARCEL# 2623049081 REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC. 4811 134TH PL. SE. BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 FAX : SUPERINTENDENT: PHONE: FAX : Date: • )Lf --0-7 By: LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP Er Erm SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 DRESS BARN 17100 SOUTHCENTER PKWY #112 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/10/07 2 OF 2 FA7128 EXISTING RISER TO CENTRAL STATION REMOTE ANNUNCIATOR MODEL RA -I000 P VOLTAGE DROP NAC# VDC % @EOL DROP 1 20.26 .69% 2 18.64 8.63% 3 - - 4 - - FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC (DEDICATED CKT.) 00 oDtD Farenhyt 1 FP -1 00 DUAL UNE DIALER 7 SILENT KNIGHT 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 NAC -1 #16/2 NAC -2 0 ill El 113 M El El El el El UUUUUUU 110cd 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 UUOUNOUUUUOUUOU 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:042 33:043 33:044 33:045 33:046 33:047 BELL ED EOL .202ma .031 ma FEFE 30cd NAC -2 15cd .094ma BATTERY BATTERY 12V-12AH 12V-12AH #14/2 120 VAC 5 (DEDICATED CKT.) 15cd .066ma 15cd .066ma 30cd .066ma VOLTAGE DROP FSE# VDC % @EOL DROP 1 18.91 7.32% 2 18.97 7.00% 3 18.48 9.39% 4 19.80 2.94% FRE ALARM SIGNAL EXPANDER #1 aSILENT KNIGHT MODEL 5499 NAC -1 75cd .107ma 115cd NAC -2 75cd 30cd .158ma 115cd .218ma 115cd NAC -3 1:1 El 33:053 33:052 33:051 33:050 33:049 33:048 0 CI Ell U 30cd EOL .176ma .094ma .107ma 115cd 115cd EOL .218ma .218ma 115cd .218ma 115cd .218ma 185cd NAC -4 BATTERY 12V-7AH BATTERY 12V-7AH #14/2 115cd .218ma 185cd .297ma 185cd 0 .297ma .218ma T .218ma 185cd 185cd EOL .297ma .297ma .297ma 185cd EOL .297ma 0 RISER DETAIL 120 VAC r (DEDICATED CKT.) 1 FRE ALARM SIGNAL EXPANDER #2 I'3 SILENT KNIGHT 4-4 MODEL 5499 NAC -1 110cd 30cd .212ma 110cd .107ma 110cd 0e1 KNIGII'h 5499 Power Expander Calculations ILEN' ProjGbbalect ProjectName Values. DRESS BARN TI Project ID: Prepared By. Date: LEON PARKS 8/9/2007 Standby Hours: 24 in DeratingAlaFactorMins:: 5 Voltage Drop Warning Threshold Ifo 1.2 10 Configure 5499(s) 6 Print 5499 Detail Command Shortcuts Print Circuits Detail Edit Deuce Database 5499 (1) Panel ID: Location: 5499(1) STOCK ROOM Circuit Name 5499(1) Circuit 1 5499(1) Circuit 2 5499(1) Circuit 3 5499(1) Circuit 4 Model: Silent Knight Volts: " 24 VDC Current Standby cfg. 0.000 cfg. 0.000 cfg. 0.000 cfg. 0.000 5499(1) Aux Power Out cfg. 0.000 5499 Power Expander 0,075 Draw Alarm 0.875 5499 Power Expander Wire AWG & T pe #14 Solid 1.060 #14 Solid 0.000 0.000 0.000 0.205 #12 Solid #12 Solid #12 Solid 1.935 Max Circuit Current: ; 3`Amps. Max Panel Current: 9 Amps Ohms Per Length(ft) Actual Vdts @ 1000 Ft. One-Wa : ' Ohms =.EOL 2.52 J 2.52 J 1.59 J 1.59 zj 1.59 (Amps) Total 0 90 '0.45 232 1:17 0.00 0.00:.: 0,00" dput Power Required 20.00 19.16 20.40 20.40 20.40 %Drop 1.95% 6.08% 0.00% 0.00% 0.00% Total Standby Current (Amps) 0.075 2.140 Total Alarm Current (Amps) Standby lime In Hours 4 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required t800 0.178 Total Alarm AH Required Total Combined AH Required 1.98 uttiply-By T ing Factor Minimum Battery Am ours Required 2.37 ^ Top ^ Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the ninirr I difference between solid and stranded wire no differential was made. Project Information Project Name: DRESS BARN 11 Prepared By: LEON PARKS Project ID: 0 Date: 8/9/2007 Ckt, Number: 1 Ckt. Name: 5499(1) Circui Panel ID: 5499(1) x Circuit Current: 3 1 2 P2R/110 P2R/30 SR/15 Unused < Retum To Power Supply Config Device 7i urgent Draw Each andby Alarm 0.000 0.000 0.000 Edit Deuce Database 0.212, 0.107 0.066 0.000 Ckt. Number: 2 Ckt. Name: 5499(1) Circuit 2 5 P2R/110 Totals Panel ID: 5499(1) Max Circuit Current: 3 Amps Current Draw Total., Standby Alarm 0.000 0.000 0.000 0.000 0.000 0.000 0.636.=' 0.107 0.132 0,000 0.000 0.875 Current Draw Each Standby Alarm 0.000 0.212 3 Amps Current Draw Total .,,' Standby Alarm-'' 0.000 1.060 Unused V 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 < Retum To Power Supply Config i 110cd 15cd 15cd 110cd QH EOL .212ma .066ma .066ma .212ma 110cd NAC -2 0 0 0 NAC -3 .212ma NAC -4 1 BATTERY 12V-7AH BATTERY 12V-7AH #14/2 .212ma .212ma 110cd 110cd H EOL .212ma .212ma Edit Deuce Database Totals 0.000 1.060 Panel ID: Location: IFP -100 IDP Deices SPRINKLER ROOM Global Project Valdes. Project Name: Project ID: repand By: Date: DRESS BARN FA7128 J LEON 8/10/2007 Model: IFP -100 Add. Fire Alarm Control Panel Volts: 24 VDC Standby Hours:l 24 Alarm Mins: 5 Derating Factor: 1.2 Voltage Drop Warning Threshold % i 10 Max NAC Current: 3.0 Amps Max Panel Current: 5.0 Amps Circuit Name IFP -100 IFP -100 Fire Panel 1 Current Draw Wire AWG Standby Alarm & Type 0.170 0.325 SLC -DEV Photo,mon,Heat,pull 53 0.020 IDP Beam Beam detector 0.000 1PD Duct Non Relay 0.000 0.152 0.000 1 0.000 IPD Duct With Relay 0.000 IDP IDP Acclimate ROR 0.000 IDP Monitor,Control Module 0.000 IDP Monitor -2, 0.000 IDP Monitor -10 0.000 IDP Relay -6, 0.000 IDP Control -6 0.000 IDP Relay,Zone ,Zone -6 0.000 SLC -ACC SSB501 BHT Sounder 0.000 SSEj224RB Relay Base 0.000 IDP RTS451 Keys 0.000 IDP RA400Z 0.000 IDP -Iso Isolator Module 0.000 SSB224BI Isolator Base 0.000 RA -1000 LCD Remote Annunc 1 0.020 5824 Serial/Parallel Module 0.000 5499 Power Expander 2 0.075 RPS -1000 Power Expander 0.000 5865-4. LED Annunciator (4G) 0.000 5865-3 LED Annunciator (3G) 0.000 5 LED Drier Module 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.025 0.000 0.175 0.000 0.000 0.000 0.000 5883 PGM -1/O #1 PGM -I/O #2 PGM -I/O #3 PGM -I/O #4 PGM -I/0 #5 PGM -I/0 #6 Relay Module 0.000 Notification Appl Circuit cfg 0.000 Notification Appl Circuit cfg. 0.000 Notification Appl Circuit cfg. 0.000 Notification Appl Circuit cfg. Notification Appl Circuit cfg- 0.000 0.000 0.000 0.233 0.776 0.000 Ohms Per . Length(ft) = Actual Volts la 1000 Ft. One -Way Ohms EOL 14 Sod J 2.52 120 0.60 20.26 0.69% #14 Solid #12 Solid 2.52 450 j 1.59 0.000 #12 SoId J 1.59 0.000 #12 Soid 1.59 2.27 0.00 0.00 • r• 18.64 20.40 20.40 20.40 8.63% 0.00% 0.00% 0.00% Notification Appl Circuit cfg- 0.000 0.000 #12 Soid Total Standby Current (Amps) 0.285 ,J 1.59 0.00 20.40 0.00% 1.686 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 Total Standby AH Required 6.840 0.141 Total Alarm AH Required (5 Mins) Total Combined AH Required 6.98 Y BY The Derating Factor 1,20 Minimum BatterY AmPHoura Required 8.38 Command Shortcuts Print Page Configure Circuits Project Inforrnstion Project Name: DRESS BARN Prepared By: LEON Project ID: FA7128 Date: 8/10/2007 Ckt. Name: Notification Appl Circuit 1 Panel ID: IFP -100 IDP Devices I/0 Use: Notification Appl Circuit Ctirnant Draw Each Current Draw Total Standby Alarm Standby Alarm 0.202 0 202 1 0. 0.031 0.000 0.031 spare 11. 0.000 0.000 spare 0.000 0.000 0.000 0.000 < Return To main Edit De‘Ace Database ITotals 0.000 0.233 Ckt. Number: FGM-1/0t.o#n2Appi circuit Ckt. Name: Notifica 2 SCR 30 Panel ID: IFP -100 IDP DeVces use.I Notification Appl Circuit Current Draw Each Standby Alarm Standby Alarm Current Draw, Total 0.094 0.000 0.188 3 SR 15 0. 0.066 0.000 0 2 PC2R 30 0.000 0.107 0.000 0 214 1 PC2R 75 0. 0.176 0.000 0.176 SCR 75 0.158 < Retum To Main 0.000 0.776 PAD AUG 1 3 Z007 Tukwila Fire SCOPE OF WORK: THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SINGNAL EXPANDER AND NOTIFICATION DEVICES TO THE EXISTING SYSTEM FOR THE PURPOSE OF TENANT IMPROVEMENT. PARCEL# 2623049081 REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC. 4811 134TH PL. SE. BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 SUPERINTENDENT : PHONE : LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP srl' sym SMITH FIR1E10S6Y5S4TtEhMASVMEANAGSTEMENT, LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 DRESS BARN 17100 SOUTHCENTER PKWY #112 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/10/07 1 OF 2 1 9 O 6 N.A.S. NONCOMBUSTIBLE CANOPY ( .5' - (TVP 2) o'-6 13 ANICUREX"PEDICURE 11•-I 0 HALLWAY 105 $ �D y • 114 NAIL DRY- • i -WORKROOM C 112 106 _a_ Al faio RESTROOM 115 r FACIAL. 1 OQ FACIAL 108 HALLWAY 105 0 ri 10'-O RESTROOM 116 0 f PIPE SIZE A IR'S E END PREP TYPES ALLOWED all" II CITY NMI 1 TMUW6 1 L 9. Y. '7 RECEPTI N 106 A CLOS 100B LSI_ 46 4'• RE AIL I N.A.S. NONCOMBUSTIBLE CANOPY ICA- -- L- (CIT (C+- (01 -)01- MEM N SPRINKLER PLAN Elip D 4 B SCALE 1 /4"=1'-0' 0 Wthout Comments As Noted In Red Per The Attached Letter These plans have been reviewed +-,y The Tukwila Fire Prevention Bureau for cantor nuance with current city standards. Acceptu 1CLs i !ut)j: ct to errors and omissions which do lot aul.horize violations of adopted standards and oiiiinanees. The responsibility for the adequacy of design rr sss totally with the designer. Additions, deletion',. 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 inspection by The Tukwila Fire Prevention Bureau. Date: Vi (e/ 0 7 By: 41^/1 'Ci FILECO r METAL DECK i iA ! SHEET J � CN FIG. METAL 3/8FL SCREW 318' CEILING PLATE 3/8' ATR --HANGER RING HANGER DETAIL 'CF' 1(0-3), U.N.O. 1" ELBOW NEW STRAP TEE -- EXISTING BRANCHUNE - 1X10-6 TOE, U.N.O. 1" ELBOW INSTITUTIONAL FLEX DROP FLEX DROP DETAIL '50' [UKWILA FIRE DEPARTMENT. Please call: 575.4407 and give this job No.O7-�-I5�l lr:Lf exact address for shut§ -,.wn or rectsration approval; GENERAL NOTES 1. ALL GROOVED COUPUNGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A-795 OR BEIItH PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WO IT OF /FIFE/ CITY NMI 1 TMUW6 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BURT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END (FOR BURT WELDING) 2.446 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WELDING) 3.456 0.202 2 1/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BURT WELDING) 4,734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 8.526 0.450 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN ENO (FOR BURT WELLING) 9.927 0.773 5 10 0.134 5295 ROLL GROOVED, PLAIN END (FOR SUIT WELDING) 17.300 1.144 8 ♦" 0.134 8.357 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 23.030 1.649 8 " 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.000 2.78 WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ---ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA ----PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. -15 SPRINKLERS NEW DESIGN DENSITY: ..1SGPM OVER 956.25 SQ. FT. - 13 SPRINKLERS (AREA REDUCTION TO 956.25 SQ. FT. PER NFPA #13 2007 11.2.3.2.3.1) NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND EXISTING PIPING NEW PIPING -FITTER / LISTER NOTES 1. ALL HANGERS TO BE 6.5CF 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE ALL EXISTING HEADS AND REPLACE WITH Y' PLUGS. (21 TOTAL) FLEX DROP LEGEND • 4'-0" LONG FLEX DROP • 5'-0' LONG FLEX DROP GO 6-0' LONG FLEX DROP PAID 0 w 0 0w C (*) >d e La.a AUG 1 6 2007 4Q'L Tukwila Firms INSPA TI HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS CEILING FLANGE, SEE DETAIL THIS SHEET SYM MANUFACTURER 0 RELIABLE 0 RELIABLE S.I.N. 03625 143615 TYPE SSU SSP MODEL FIFR FIFR BRZ CHROME 1/2 1/2 CHROME 1/2 1/2 155 155 31 TOTAL THIS SHEET 34 IPF BOB BDD 801 BOP BOT CTS FO IFOW OFOW HAS UN0 ABOVE FNSNED SOON 80110M OF BFMI Barium OF DEO( BOTTOM OF JD.ST BOTTOM OF POEM BOTTOM OF TRUSS CUT TO SUIT FELD COE0 INSLIE FACE OF WALL ounce FACE OF WALL NO AUTO. SPRNK1500 UNLESS NOTED OTLERWS+ BOD -/- -$ 0 -ff- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION CONTRACT WITH WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA98006 PROJECT MANAGER : LESHYA WIG PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT: GEORGE FEARS PHONE: FAX : "DIS�', titin te a J� ue1 °f 6 CERTIFICATE OF COMPETENCY STAMP KEY PLAN sFs SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926- 2350 INSPA TI @ SOUTHCENTER SQUARE BUILDING N 17200 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. J. DELVO 8/15/07 1 OF 1 TI7167 SCOPE OF WO.R'<: 1, THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT, GE\ E� AL \OTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NEPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRI❑R TO AHJ TESTS. 3, AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM DF TEN WORKING DAYS ADVANCE NOTICE. 4, A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITH❑UT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6, THE SYSTEM SHALL BE MONIT❑RED BY A U.L. LISTED MONIT❑RING STATI❑N BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ, 9, NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10, VERIFY ALL L❑CATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11, FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS LOCATI❑NS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13, SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80' AND NOT GREATER THAN 96' ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT, ABOVE THE FINISHED FLOOR, 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRI❑R TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INV❑ICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS ❑PERATI❑N IS ON DUTY AT ALL TIMES. 18, 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 SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FDR STARTUP AND CHECKOUT. 19. 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 C❑NTINU❑US AND FREE DF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY, CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTI❑N 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 TIED TO GROUND ONLY AT THE FACP. FA14075 FIVE GUYS BURGERS AND FRIES SILENT KNIGHT 5499 FSE DESCRIPTION TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' Current Load: 16/2 CONVENTI❑NAL FPLP Standby: Alarm: 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATION FPLR 0' Device Type Quantity Amps Total Amps Total H 14/2 NOTIFICATI❑N FPLP 452' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIAT❑R FPLP Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.87500 0.8750 O NAC 2 1 0.00000 0.0000 1.06000 1.0600 14 AWG THWN NAC 3 1 0.00000 0.0000 0.61900 0.6190 0' NAC 4 1 0.00000 0.0000 1.02000 1.0200 Total Panel Loads: 0.075 Amps 3.779 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 3.779 Amps For 5 Minutes= 0.317 Amp -hours 20% Derating= 2.541 Amp -hours Total System Current Load: 2.541 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7.5 Voltage Drop Chart FA14075 FIVE GUYS BURGERS AND FRIES Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE Al EXISTING DEVICES 180 0.875 0.397 23.603 FSE A2 EXISTING DEVICES 464 1.060 1.239 22.761 FSE A3 EXISTING DEVICES 528 0.619 0.824 23.176 FSE A4 SUITE 112 904 1.020 2.324 21.676 CALCULATID\S X z 0'-4" MIN 0'-4" MIN. AIR DIFFUSER N❑TIFICATI❑NI LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80' AND NOT GREATER THAN 96' FROM FINISHED FLOOR. ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR 3'-0" MIN. SMOKE DETECTOR DETECTOR: LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4'-12' DOWN FROM CEILING TO THE TOP DF THE DETECTOR. r 1 CEILING PULL STATI❑NI THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6' & NOT MORE THAN THAN 4'-6' ABOVE FINISHED FLOOR. • 5'-0' MAX FIRE GALA= 1 z H FINISHED Co FLOOR SDACI\G DETAILS LENS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 CONVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATION FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 NOTIFICATI❑N FPLR 0' H 14/2 NOTIFICATI❑N FPLP 452' I 16/4 ANNUNCIATOR FPLR 0' J 16/4 ANNUNCIAT❑R FPLP 0' K 14/2 POWER CIRCUIT 24VDC FPLR 0' L 14/2 POWER CIRCUIT 24VDC FPLP 0' M 16/4 SBUS 0' N 14/2 FSE TRIGGER 0' O 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R SPARE 0' S SPARE 0' r1 DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E IFP -1000 FARENHYT SELF CONTAINED CABINET FACP FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE n WALL STROBE 1 SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING STROBE 3 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING 0H CEILING HORN -STROBE 1 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING n M❑NIT❑R MODULE 1 IDP -MONITOR FARENHYT 4S DEEP KH KITCHEN HOOD E ---- BY OTHERS ---- A1-1 M-2 A1-3 A1-4 M-5 A1-6 110cd 30cd 110cd 15cd 15cd 110cd IM ®H E❑L .212mA ,107r1A .212mA .066mA .066mA .212mA A2-1 A2-2 A2-3 110cd 110cd 110cd 212mA .212mA 212mA A2-4 A2-5 110cd 110cd © H EDL .212riA .212mA A3-1 A3-2 A3-3 A3-4 15cd 30cd 30cd 75cd I FSE I • A3-5 75cd (H EDL .066mA .094mA .107r1A .176mA .176rtA NEW DEVICE NEW DEVICE A4-1 i A4-2 i A4-3 i A4-4 1 A4-5 75cd I 15cd 1 15cd I 15cd I 30cd • r I •© IFC I 0 1 .158rmA 1 .079rmA � .066mA L.066rtA � .107rnA NEW DEVICE A4-6 A4-7 i A4-8 1 15cd 30cd I 15cd © 4 I • I .079mA .107riA ,066mA RISE2 DIAG2A V NEW DEVICES A4-9 1 A4-10 A4-11 15cd I 30cd 0 75cd .079rtA I .094rmA .158mA EOL KH •FIELD VERIFY L❑Ca TI❑N A4-7 30cd A4-8 15cd A4-10 30cd • 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 A4-9 15cd KITCHEN A4-5 30cd A4-6 15cd KITCHEN 11011111111111111 7- A4-2 15cd�,( L A4-4, A4-3 15cd 15cd MENS W❑MENS 4 41 DINING LJ LL 0 A4-11 75cd FLAG \-TES MOVED DEVICE FRE ALAP.v PLA\ 0 8 16 SCALE 1/8°=1'-0' 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L0 Ci Without Comments As Noted in Red Per The Attached Letter I - e pians have been reviewed by The Tukwila Fire -'erl±.fan Bureau 11)i- ;..0r;tornpunce with current City Idards. Accepta '::, is subject to errors and :ions which do i, •, 3i tt; orize violations of adopted °.ri irds anti car;::'" r,:=in 'the responsibility for the <auacy of design z a:st s totally with the designer. ;:E;dons, deletions cevi;Aa ts to Ui se drawings after Is Cate vJ ii ut::,•',r.! ,d'.:c4ptTno2 and will require a 5:;r1C'rrlitta of rii /i d dr ing �� f r <>iai�.�equent approval. =rnai acceptance r s .r :o ffel . test and inspection by The Tukwila Fire r'i-ev'.ntif)r1 ;SolTeaU. Date:_.( TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and Ove thls Fire Permit No. ly-r-l�c� and exact address for shut- down or resuion approval. REVISIONS' CONTRACT WITH' SQUIRES C❑NSTRUCTI❑N 668 N. 1250 W. CENTERVILLE, UTAH 84014 AARON DAVIS (801) 299-0120 PROJECT' FIVE GUYS BURGERS & FRIES 17250 S❑UTHCENTER PKWY, BLDG S, #112 TUKWILA, WA 98168 PARCEL# 7888920020 DESIGNER' SCOTT JERKE DATE' 7/29/14 AHJ' TUKWILA JOB #' FA14075 FA 1 OF 1 P ILS w ZZ� TlK llwA , IMF 1.5 1.5 1.5 rr TH 9'0' BATH , H Y� \ 1/7 PWG r DRY SSP DETAIL Ill♦ r 1. PLUG _ s COOLER 5 b K ITCHEN `-) S s 111.6' 1.5 17 PWG 0 )NTNG PWG t(VZ F9-9-` / \ AO_ -�,� 1S T- .ir II NAS = IC+ -:i'- ID -- EV -0' • / \ r°;; 0 r°. 1,5 1.5 1.5 } -♦-. ,tea 1/2.PLUUi`). . i5.a... .. 111/7LUG 1' PLUG Ic--o- -_- ABBREVIATIONS SPRINKLER PLAN SCALE 1/4'=1'-0• FITTER/LISTER NOTES 1. ALL DROPS ARE TO BE PER FLEX DETAIL "A/1" WITH 48" EASYFLEX U.N.O. 2. ALL HANGERS ARE TO BE PER DETAIL "XP" U.N.O. 3. SEND 50 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. SEND (6) 3/8" ROD COUPLINGS 5. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 6. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 7. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. SYMBOL LEGEND r EX. BRANCHUNE NEW 03 NIPPLE U.N.O. - NEW 93 ELL NEW 1(15-0)TOE DROP f NEW 90 ELL NEW FM BRAIDED EASY FLEX LENGTH PER PLM! RECESSED SSP DETAIL A/1 CEILING 1' (15-0)TOE DROP U.N.O. l• TEE PWG SEALANT ADHESIVE PACK HOLEWITIj BACKER / ROU AND 'ILLCON COOLER CEILING DRY PENDENT WITH FLUSH TRIMJ ' (A= 12) U.N.O. DRY SSP DETAIL ROOF DECK - EX. BRANCHUNE j NEW STRAP TEE I EX. BRANCHUNE `{ r NEW 03 NIPPLE U.N.O. NEW 90 ELL ^- NEW 1(15-0)TO( DROP 7NEW 90 ELL NEW FM BRAIDED EASY FLEX LENGTH PER PLAN LTi RECESSEOSSP- CEILING DETAIL B/1 7- METAL DECK SAMMY XP20 EXPRESS SCREW ---3/8'ATR HANGER XP EX. BAR JOIST NEW CEILING NEW SSP \/ BUILDING SECTION NTS EX. BRANCHUNE NEW 1(0-3) U.N.O. NEW 1(15-0)TOE DROP /- NEW 90 ELL NEW COUP NEW ARMOVER PER PLAN NEW FM BRAIDED EASY FLEX LENGTH PER PLAN RECESSED SSP -/ DETAIL C/1 Please call 206-5754407 and give tois Fire Permit No. and exact address for ..shut- down or on approval" CEILING O Without Comments O As Noted in Red )I2r Per The Attached Letter Thele plans have been reviewed by The Tukwila Fire '“?vention Bureau for conformance with current City ..,: ndards. Acceptance is subject to errors and -„ aisslons which do not authorize violations of adopted ::randards and ordinances. The responsibility for the .(dequacy of design rests totally with the designer, -dditions, 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: Si- 7 -1 y By: S I f ��Id Jaluaalln a+, Cold Stone Creamery .f4. U') 0 0 Kohl's I:,$, 1725e Southcenter Pkwy; Party City Blest Buy La Michaels 113 .UpIal /7/0 5c-,40 /7R, GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNA. DIAMETER END PREP TYPES ALLOWED MIGHT Cs WATERT PPE CAPIOTY INGALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROOVED. PLAIN END, POLISHED 2.05 0.044 •• WALL THICKNESS PER NEPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEIUNGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: RETAIL -ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RETAIL- ORDINARY HAZARD GROUP II TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. RISER ROOM AREA OF WORK SITE PLAN NTS PAID 20111 f,UKVVP!_A FIRE z cr 0 0 U cc O Lr) z LO U SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF DOB BOD BOJ BOP BUT CTs FO IRON ONA5'AS 5NO ABOVE FINISHED 6000 BOTTOM OF BEAM BO=OM OF DELI( BOTTOM OF JOIST BOTTOM OF PLAWN BOTTOM OF "MUSS CUT TO SUIT FIELD MBE 15000 FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRM°EFS UNLESS NOTED 011 .MSE BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING 1 s MT R P (E) NEW 1' PLUG NEW 1/7 PWG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISRNG THREADED OUTLET EXISRNG SYSTEM COMPONENT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE RELOCATED EXISTING PIPE NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND Pi ////ilii/ IXxxxXx.yAXXw7 MAKE TYPE LEN NIPPLE BRKT SCRW QNTY SYM MANUFACTURER S.I.N. TYPE MODEL I"171sr,,� ssssv NO. DATE BY REASON FOR REVISION EASY FM -BRAD 4Z U7 ACT NA 20 EXISTING EASY EASY FM -BRAD FM -BRAD 60• 77 17 1/2' ACT ACT NA NA 5 0 6 UNCHANGED UNCHANGED SSP SSU CHR BRZ CHR 5.6K 5.6K 17 17 155° 155° EASY FM -BRAD 48' 1/7 GWB TEK 9 EASY FM -BRAD 60' 1/7 GWB TEK 3 NEW BRACKET LEGEND: O REUABLE RA1414 SSP REC F1 FR -56 CHR CHR F1 5.61C 1/7 155° 40 EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL I NEW LOW WALL 7 NEW SOFFIT WALL ACT = STANDARD OGSB BRACKET 'O' RELIABLE RA1414 SSP REC F1 FR -56 CHR CHR F1 5.6K 17 2017 3 GWB = T -BAR, TBE ENDS, AND SBB CLAMP 0 RELIABLE RA1425 SSU FIFR-56 BRZ - 5.6K 1/7 155 4BAR = T -BAR, TBS ENDS, AND 588 CLAMP VIKING W183 DSSP VK163 CHRM CHRM 8.OK 1• 286° A=12 TEK = (2) 1/4k1.5• TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 901x1 /7 = 90° NIPPLE 5.25 LONG 91x1/7 = 9• LONG x 1/7 EXTENDED NIPPLE TOTAL NEW 45 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH SQUIRES CONSTRUCTION 668 N1250 W CENTERVILLE, UT PROJECT MANAGER : MICHAEL MORAN OFFICE PHONE : 801-299-0121 CELL PHONE : EMAIL: michael@squires-construction.com SUPERINTENDENT: ALAN MADSEN PHONE : 801-599-1124 EMAIL : r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Nicholas Nello Grassi 5968-1111-C Level 3 Smith Fire Systems, Inc. SMITHF 1360T 1 ffig"rg 1106 544h AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1360T Bus: (253) 928-1880 FAX (253) 928-2350 SMITH FIRE SYSTEMS, INC. FIVE GUYS- SOUTHCENTER SQ. /7/cV 258,SOUTHCENTER PARKWAY, SUITE 112 TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S LANE L 8/1/14 1 OF 1 TI14128 DA ® Without Comments As Noted in Red E' 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 ana orciin- nces. The responsibility for the adequacy of design : ;is totally with the designer. Additions, d let1ons t: evisions 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: -2-17 By: TUKWILA FIR . DEPARTMENT rlease cats 2(Th-5M-4407 and give this Fire Permit No. LLL 7 nd ekact address for shut- down or nrstnration approval NIPPLE LENGTH----.,,,, VARIES -1" ARM -OVER (VARIES) ur \- 3/4" SSP \--FLEX DROP SCOPE OF WORK: 1. ADD NEW & RELOCATE THE EXISTING EXTENDED COVERAGE PENDENT HEADS . 2. PLAN SUBMITTAL TO & APPROVAL BY CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY ARCHER CONSTRUCTION, INC. 4. TESTING PER NFPA #13 & CITY OF TUKWILA. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. DESIGN CRITERIA: TYPICAL FLEX DROP FIRE SPRINKLER PIPING PLAN SCALE: 1/4" = 11-0" 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA ORDINARY HAZARD FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE PER NFPA 13 2. MAXIMUM HEAD SPACING TO MATCH EXISTING 16x16 SQ. FT. 3. ALL PIPING TO BE SCHD 40 & FITTINGS. SPRINKLER HEADS: NEC NEW 3/4" EXTENDED COVERAGE RECESSED PENDENT, 155° EC = EXISTING 3/4" EXTENDED COVERAGE RECESSED PENDENT, 155° sc = EXISTING 1/2" STANDARD COVERAGE RECESSED PENDENT,155° AREA OF WORK VICINITY MAP SCALE: N.T.S. f WASHINGTON OTATD CERTIFICATO OP OOOIPBTDHOY PIRA PROT ICTIGN SPRINKLOR IMMO Michael Maguire 1440-0791-C Level 3 Archer Construction, Inc. ARCHEI*219DR 1 Data d 1 a HYDRAULIC DESIGN INFORMATION A B 6 D E F G H J K BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET EYE SOCKET NUT & PLATE WASHER KWIK-BOLT HDI -P SAMMY SIDEWINDER SAMMY SUPERSCREW AREA NUMBER REMOTE SQ.AREA FT. SYSTEM TYPE OUTSIDE HOSE ALLOWANCE TOTAL SYSTEM REQUIREMENTS: AREA PER SPRINKLER COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK M SHORT STRAP N WALL BRACKET AREA NUMBER CODE HAZARD SYSTEM TYPE TRAPEZE Q R REMOTE SQ FA DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: ABBREVIATIONS WATERFLOW INFORMATION AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS NOTES: UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC SYM RESIDUAL MAKE RELIABLE MODEL SSP EC GPM FLOWING DATE & TIME SIN# TI l SPRINKLER SYMBOLS TYPE FINISH SEMI RECESSED White K -FAC.; K=11.2 THREAD 3/4" ORIFICE 3/4" TEMP 1550 CANOPY QTY White 10 PER: Building Dept LOCATION: ER VERIZON STORE FIRE SPRINKLER PIPING PLAN CONSTRUCTION, INC TOTAL PROJECT SPRINKLERS =15 TOTAL SPRINKLERS THIS SHEET 10 FIRE SPRINKLER DIVISION PHONE: 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 F 253-872-7277 FAX: 17100 S. Center Pkwy. Tukwila, WA. CONTRACTOR: Wright Brothers II LO4 tlil 3 t;. -'lay 29/P- PERMIT NO: - JOB NO: S18-068 AUTHORITY: CITY OF TUKWILA DESIGNER: MIKE SCALE: NOTED DATE: 7/25/18 REVISED / / PLOTTED /1 FP 1 OF 1 cN v 4444:......:...:::_-_ :...........:.....44............44.4.:.:":......:..:.... ................. NEC____..__._., - :...•..:....::.•.:...,,..: ..':,..'.. 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A !♦♦!1!-♦rA.Zt���!.�1���:���A.!!•:'♦!.!1�.'r♦.��«'fir!?+� AA9'♦�R�♦T♦�♦��-`.�A.� i.." FIRE SPRINKLER PIPING PLAN SCALE: 1/4" = 11-0" 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA ORDINARY HAZARD FITTER NOTES: 1. HANGERS: * ALL PIPE HANGERS TO BE PER NFPA 13 2. MAXIMUM HEAD SPACING TO MATCH EXISTING 16x16 SQ. FT. 3. ALL PIPING TO BE SCHD 40 & FITTINGS. SPRINKLER HEADS: NEC NEW 3/4" EXTENDED COVERAGE RECESSED PENDENT, 155° EC = EXISTING 3/4" EXTENDED COVERAGE RECESSED PENDENT, 155° sc = EXISTING 1/2" STANDARD COVERAGE RECESSED PENDENT,155° AREA OF WORK VICINITY MAP SCALE: N.T.S. f WASHINGTON OTATD CERTIFICATO OP OOOIPBTDHOY PIRA PROT ICTIGN SPRINKLOR IMMO Michael Maguire 1440-0791-C Level 3 Archer Construction, Inc. ARCHEI*219DR 1 Data d 1 a HYDRAULIC DESIGN INFORMATION A B 6 D E F G H J K BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET EYE SOCKET NUT & PLATE WASHER KWIK-BOLT HDI -P SAMMY SIDEWINDER SAMMY SUPERSCREW AREA NUMBER REMOTE SQ.AREA FT. SYSTEM TYPE OUTSIDE HOSE ALLOWANCE TOTAL SYSTEM REQUIREMENTS: AREA PER SPRINKLER COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK M SHORT STRAP N WALL BRACKET AREA NUMBER CODE HAZARD SYSTEM TYPE TRAPEZE Q R REMOTE SQ FA DENSITY GPM/SQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: ABBREVIATIONS WATERFLOW INFORMATION AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS NOTES: UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC SYM RESIDUAL MAKE RELIABLE MODEL SSP EC GPM FLOWING DATE & TIME SIN# TI l SPRINKLER SYMBOLS TYPE FINISH SEMI RECESSED White K -FAC.; K=11.2 THREAD 3/4" ORIFICE 3/4" TEMP 1550 CANOPY QTY White 10 PER: Building Dept LOCATION: ER VERIZON STORE FIRE SPRINKLER PIPING PLAN CONSTRUCTION, INC TOTAL PROJECT SPRINKLERS =15 TOTAL SPRINKLERS THIS SHEET 10 FIRE SPRINKLER DIVISION PHONE: 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 F 253-872-7277 FAX: 17100 S. Center Pkwy. Tukwila, WA. CONTRACTOR: Wright Brothers II LO4 tlil 3 t;. -'lay 29/P- PERMIT NO: - JOB NO: S18-068 AUTHORITY: CITY OF TUKWILA DESIGNER: MIKE SCALE: NOTED DATE: 7/25/18 REVISED / / PLOTTED /1 FP 1 OF 1 cN REVISIONS NO. DATE BY REASON FOR REVISION FIRE ALARM WIRE LENGEND EXISTING RISER REMOTE ANNUNCIATOR TO CENTRAL STATI O N MODEL RA -1000 lir 8SS8 P VOLTAGE DROP NAC# VDC % @EOL DROP 1 20.26 .69% 2 19.06 6.57% 3 - - 4 -- -- FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC 5 (DEDICATED CKT.) 120 VAC c, (DEDICATED CKT.) Farenhyl IFP -1 00 dip DUAL UNE DIALER ElSILENT KNIGHT NAC -1 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 TS CI E1121121 0 El 13 CII3 U #16/2 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 110cd NAC -2 El © © © © © © © © © © 1312 CI 1313 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 IM C C (M © C © C BELL EOL .202ma .031 ma 95cd 15cd BATTERY 12V-12Ni BATTERY 12V-12AH VOLTAGE DROP FSE# VDC % @EOL DROP 1 18.88 7.46% 2 18.48 9.39% 3 19.00 6.85% 4 19.60 3.91% FRE ALARM SIGNAL EXPANDER n SILENT KNIGHT dip MODEL 5499 NAC -1 #14/2 .066ma 115cd NAC -2 .194ma 115cd .218ma 185cd NAC -3 15cd 15cd ® C .066ma 115cd .218ma 185cd .297ma 115cd NAC -4 BATTERY 12V.7AH BATTERY 12V-7AH #14/2 15cd .066ma .218ma 185cd 95cd 75cd M 15cd .066ma 75cd EOL .176ma .176ma .297ma 185cd .218ma .297ma 75cd 75cd EOL .176ma .176ma .297ma 0 .194ma 185cd 185cd )•-( EOL .297ma .297ma 15cd .066ma .066ma C 0 CI E3 185cd T EOL .297ma J FRE ALARM SIGNAL EXPANDER #f2 L 120 VAC c, (DEDICATED CKT.) ®SILENT KNIGHT MODEL 5499 NAC -1 FT FT 33:050 33:049 33:048 12)1 -EA r 15cd EXISTING CIRCUIT 15cd 15cd 185cd 75cd 185cd I ( 0 YY EOL I I 0 0 CIRCUIT 1 L .066ma .066ma .066ma .265ma .176ma .265ma J NAC -2 15cd NAC -3 15cd 15cd .066ma .066ma NAC -4 BATTERY 12V-7AH BATTERY 12V-7AH #14/2 FIRE ALARM RISER N.T.S. 15cd 15cd 15cd .066ma .066ma .066ma 15cd 15cd 15cd 15cd 75cd C ® ® CIRCUIT 2 .066ma .066ma .066ma .066ma .066ma .176ma Ell SII:l{.N'F KN I a H'I' Power Expander C>alculatiorn Global Project Values: Project Name: Project ID: Prepared By: Date: INSPA TI FA7131 LEON PARKS 8/20/2007 Standby Hours: Alarm Mins: 5 Derating Factor: Voltage Drop blaming Threshold % 24 1.2 10 Configure 5499(s) Print 5499 Detail Print Circuits Detail Edit Device Database 5499 (1) net ID: cation: 5499(1) SUITE 108 Circuit Name odel:. Silent Knight 5499 Power Expander Volts: 24 VDC Current Draw Wire AWG Standby Alarm & Type 5499(1) Circuit 1 cfg. 0.000 1.010 #14 Solid 2 i. 5499(1) Circuit 2 cfg • 0.000 0.818 #14 Solid 3 „' 5499(1) Circuit 3 cfg• 0.000 0.000 #14 Solid 4 5499(1) Circuit 4 cfg. 0.000 0.000 #12 Solid 0.000 0.000 #12 Solld 1.828 Aux 5499(1) Aux Power Out cfg. 5499 5499 Power Expander 0.075 0.205 Ohms Per 1000 Ft. 2.52 J 2.52 Circuit Current: 3 Amps Max Panel Current: 9 Amps Length(ft) Actual One -Way Ohms 240 1.21 130 0.66 Volts © EOL, 19.18 5.99% 19.86 2.63% 2.52 170 0.86 20.40 0.00% 1.59 0.00 20.40 0.00% 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 2.033 Standby Time In Hours 24 s 0.083 (Amps) Total Output Power Required Total Alarm Current (Amps) Alarm Time In Minutes / 60 Total Standby AH Required 1.800 0.169 Total Combined AH Required 1.97 Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.36 Total Alarm AH Required (5 Mins) ^Top ^ 1 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was rade. Project Information Project Name: INSPA TI Prepared By: LEON PARKS Project ID: FA7131 Date: 8/20/2007 Ckt Number. 1 Ckt Narne: 5499(1) Circuit:1' 3 SR/15 Panel ID: 5499(1) Max Circuit Current: Current Draw Each - Current Draw Total Standby Alarm Standby Alarm 0.000 0.066 0.000 0.198 2 PC2RH 0.000 0.297 0.000 0.594 1 P2R/115 0.000 0.218 0.000 0.218 Unused 7 0.000 0.000 0.000 0.000 0.000 0.000 < Return To Power Supply Config j Ckt. Number;'2 Ckt.5499(1) Circuit 2 Edit Device Database I Totals 10 SR/15 Panel ID: 5499(1) Max Circuit Current: 0.000 1.010 Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0.000 0.066 0.000 0.660 1 SR/75 SR/30 .wr.r 0.000 0.158 0.000 0.158 0.000 0.094 0.000 0.000 SR/15 0.000 0.066 0.000 0.000 0.000 0.000 < Retum To Power Supply Config I Edit Device Database C EPTED 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. Accept&rce is-uhj4.:ut to errors and omissions whi h do not authorize violations of adopted standards and or:i:ncm .es. The responsibility for the • adequacy of ti ;siqn rests totally with the designer. Additions; deletions or revisions to these drawings atter this date will void thin 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: / V »i J Tt1KWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. 07- I' I°1.0,20 and exact address for s'hwt*i down or reetoretion aporovatf1 Totals 0.000 0.818 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. AM 311d ..AICA AUG 2.2 2007 Tukwila Fire 2G 3& S 153 S - PARCEL# 2623049081 DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG-16-THHW FOR DIRECT BUY/WET LOCATION FIRE ALARM LENGEND SYMBOLS I FACPI DESCRIPTION PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR FIRE ALARM CONTROL PANEL CEILING MOUNTED STROBE 194° RATE OF RISE HEAT DETECTOR FSE FIRE SIGNAL EXPANDER CHIME Cz�R 135° RATE OF RISE HEAT DETECTOR ANNI ANNUNICIATOR SPEAKER 154`I 1 1 194" FIXED TEMP HEAT DETECTOR TRAN [>❑ TRANSMITTER 0 JUNCTION BOX LINE TYPE HEAT DETECTOR HORN 011 I DOOR HOLDER WATERFLOW SWITCH >Li MINI -HORN DOOR STRIKE PRESSURE SWITCH O BELL MANUAL PULL STATION TAMPER SWITCH BELL -STROBE SMOKE DETECTOR ABOVE CEILING J9 JUNCTION BOX ALONGSIDE DEVICE STROBE 11 SR SYSTEM SENSOR SMOKE DETECTOR MONITOR MODULE HORN -STROBE SMOTKE DETECTOR BELOW FLOOR lA ADDRESSABLE RELAY CEILING MOUNTED HORN -STROBE 3 PC2R SYSTEM SENSOR 0 135" FIXED TEMP HEAT DETECTOR CONTRACT WITH RC TRUELINE ELECTRIC 15321 105TH AVE. CT. E. PUYALLUP, WA 98374 PROJECT MANAGER : BOB RAU PHONE: FAX : SUPERINTENDENT: PHONE: FAX : LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP Errisym SMITH FIR1E10S6Y5S4TtEhMASVMEANAGSETMENT, LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 INSPA AT SOUTHCENTER T.I. 17100 SOUTHCENTER PKWY, #112 TUKWILA, WA 981 88 DESIGNER L. PARKS DATE 8/20/07 SHEET JOB NO. LENS FINISHED FLOOR —� z SIDEWALL r - FINISHED FLOOR GEM OPERATABLE AREA 2 (9 SIDEWALL SPACING DETAILS 0 '-i_J STRM R STRIA FACIAL 1 107 1 N.T.S. J U 0'-4" CEILING ACCEPTABLE HERE NEVER HERE TOP OF DETECTOR ACCEPTABLE HERE NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 0 1 0 MASSAGE 104 1 MASSAGE 1-103 i MASSAGE TO: FSE -1 CIRCUIT 1 (EXISTING) 106 1 r CIRCUIT 2 N/ 75cd HALLWAY \15cd 185cd 95cd 1051 105 TO: FSE -1 CIRCUIT 2 (EXI$TING)_1 15cd 15cd _1_ 1 110 los 1 FACIAL 1115 B RECEPTION 00 1-1 EOL FSE -1 CIRCUIT 2 (EXISTING) OSET 00B 1 TO: FSE -2 CIRCUIT 2 (STARBUCKS) 0 FIRE ALARM PLAN 0 8 16 SCALE 1/8"=1'-0" FLAG NOTES: EXISTING DEVICE NEW DEVICE 0 2 0 T SIDEWALL r 1 SOUTHCENTER PKWY SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES TO THE EXISTING SYSTEM FOR THE PURPOSE OF TENANT IMPROVEMENT. GENERAL NOTES: 1. PER NFPA 72, 2007 EDITION (SECT. 5.6.3.1) ...SPOT -TYPE HEAT -SENSING FIRE DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4 INCHES FROM THE SIDEWALL OR ON THE SIDEWALLS BETWEEN 4 IN. AND 12 IN. FROM THE CEILING. 2. PER NFPA 72, 2007 EDITION (SECT. 5.7.3.2.1), ...SPOT -TYPE SMOKE DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4 IN. FROM A SIDEWALL TO THE NEAR EDGE OR, IF ON A SIDEWALL, BETWEEN 4 IN. AND 12 IN. DOWN FROM THE CEILING TO THE TOP OF THE DETECTOR. 3. PER NFPA 72, 2007 EDITION (SECT. A.5.7.4.1) DETECTORS SHOULD NOT BE LOCATED IN A DIRECT AIRFLOW OR CLOSER THAN 3 FT. FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. SUPPLY OR RETURN SOURCES LARGER THAN THOSE COMMONLY FOUND IN RESIDENTIAL AND SMALL COMMERCIAL ESTABLISHMENTS CAN REQUIRE GREATER CLEARANCE TO SMOKE DETECTORS. SIMILARLY, SMOKE DETECTORS SHOULD BE LOCATED FARTHER AWAY FROM HIGH VOLOCITY AIR SUPPLIES. 4. PER NFPA 72, 2007 EDITION (SECT. 5.13.4) THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THE 31/2 FT. AND NOT MORE THAN 41/2 FT. ABOVE FLOOR LEVEL. 5. PER NFPA 72, 2007 EDITION (SECT. 7.5.4.1) WALL -MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80 IN., AND NOT GREATER THAN 96 IN. ABOVE THE FINISHED FLOOR OR AT THE MOUNTING HEIGHT SPECIFIED USING THE PERFORMANCE-BASED ALTERNATIVE OF 7.5.4.5. 6. PER NFPA 72, 2007 EDITION (SECT. 4.4.1.4.1) A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. (1) COMMERCIAL LIGHT AND POWER. (2) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT IN ACCORDANCE WITH 4.4.1.9.2, WHERE A PERSON SPCIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. (3) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER IN ACCRODANCE WITH 4.4.1.9.2, WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATON IS ON DUTY AT ALL TIMES. _ WIG BOULEVARD IiH-1-111Hf r- 1TIT 1I I 111 1! i 14-14-Itf 17-11-1---I SITE PLAN N.T.S. PARCEL# 2623049081 REVISIONS NO. DATE BY REASON FOR REVISION FIRE ALARM WIRE LENGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 6/4 I-I'LP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG -16 ::lH4`! FOR DIRECT BUY,WET LOCATION FIRE ALARM LENGEND SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR 1 FACP FIRE ALARM CONTROL PANEL 0 CEILING MOUNTED STROBE ,94,afl 194` RATE OF RISE HEAT DETECTOR 1 FSE FIRE SIGNAL EXPANDER CI CHIME �31fl 135° RATE OF RISE HEAT DETECTOR IANN 1 ANNUNICIATOR SPEAKER 194" FIXED TEMP HEAT DETECTOR ITRAN� TRANSMITTER 0 JUNCTION BOX LINE TYPE HEAT DETECTOR HORN ICHI D000 HOLDER WATERFLOW SWITCH MINI -HORN 105 DOOR STRIKE L PRESSURE SWITCH CO BELL MANUAL PULL STATION TAMPER SWITCH CCI BELL -STROBE 0. SMOKE DETECTOR ABOVE CEILING .18 JUNCTION BOX ALONGSIDE DEVICE STROBE 11 SR SYSTEM SENSOR C SMOKE DETECTOR MONITOR MODULE HORN -STROBE SMOTKE DETECTOR BELOW FLOOR ADDRESSABLE RELAY CEIUNG MOUNTED HORN -STROBE 3 PC2R SYSTEM SENSOR 135° FIXED TEMP HEAT DETECTOR CONTRACT WITH RC TRUELINE ELECTRIC 15321 105TH AVE. CT. E. P UYALLU P, WA 98374 PROJECT MANAGER : BOB RAU PHONE : (253) 845-8875 FAX : SUPERINTENDENT: PHONE: FAX : LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP Tr SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. Asw Erm TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 INSPA AT SOUTHCENTER T.I. 17100 SOUTHCENTER PKWY, #112 TU KWI LA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/20/07 2 OF 2 FA7131 EXISTING RISER REMOTE ANNUNCIATOR TO CENTRAL STATION Il MODEL RA -1110 VOLTAGE DROP NAC# VDC % 1 @EOL DROP 1 20.26 .69% 2 19.06 6.57% 3 - - 4 - - FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC 5 (DEDICATED CIC.) 120 VAC (DEDICATED CKL) Farenhyt IFP -100 DUAUL DIALER (I KNf&LENTGM I SLC NAC -1 #16/2 NAC -2 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 110cd .202ma 15cd ,r), BATTERY BATTERY 12V.12AH 124-12AH VOLTAGE DROP FSE# VDC @EOL % DROP 1 18.88 7.46% 2 18.48 9.39% 3 19.00 8.85% 4 19.60 3.91% FIRE ALARM SIGNAL EXPANDER Esurrir 41 MODEL 5499 NAC -1 #14/2 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 © D © 111 © © 0 © © © © 0 0 0 0 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 © © © © © © © © © © © © © BELL m EOL .031 ma 95cd .066ma 115cd NAC -2 15cd .194ma 115cd .218ma 185cd I NAC -3 15cd .066ma 115cd .218ma 185cd .297ma 115cd NAC -4 .297ma 185cd .218ma 75cd BATTERY 2V.AH BATTERY 12V-7AH #14/2 .176ma 15cd .066ma .218ma 185cd .297ma 185cd 185cd EOL .297ma .297ma .297ma 75cd EOL .176ma 15cd lx! 15cd .066ma .066ma 75cd 75cd EOL .176ma .176ma .066ma 185cd EOL .297ma J FRE ALARM SIGNAL EXPANDER #2 M SHL �L1�GS II 55E?7 CSD MODEL 5499 NAC -1 33:050 33:049 33:048 © E 15cd NAC -2 15cd .066ma NAC -3 NAC -4 #14/2 120 VAC c (DEDICATED CKr.) BATTER! BATTERY 124-7A1-1 12V-7414 FIRE ALARM RISER 15cd ,066ma 185cd .066ma 1 75cd .265ma .176ma 185cd EOL CIRCUIT 1 .265ma Global Project Va Name: Project ID: Prepared By: Date: slues.. STARBUCKS TI FA7129 Standby Hours Alarm Mins: Derating Factor Voltage Drop Warning Threshold % LEON PARKS 8/10/2007 Global Project Values: . Project Name: Project ID: FA7129 Prepared. By: Date: 5 1.2 STARBUCKS TI LEON 8/10/2007 10 Standby Hours.1 24 Alarm Mins:I 5 Derating Factor 1.2 Voltage Drop Vtlarning Threshold % Configure 5499(s);, Print 5499 Detail Command" iortcuts Print Circuits Detail Edit Device Database 5499 (1) Panel ID: Location: Ckt.# 4 Aux' 5499 5499(1) SUITE 108 Circuit Name 5499(1) Circuit 1 5499(1) Circuit 2 5499(1) Circuit 3 5499(1) Circuit 4 Model: Silent Knit Volts:.'24VDC' Current Draw Standby Alarm cfg. _ 0.000 cf9. 0.000 cfg. 0.000 c19. 0.000 5499(1) Aux Power Out cf9.' 0.000 0.000 #12 Solid Power Expander Max�ClrcuCur en# 3�Anips' Max Panel Current 9 Amps lire AWG Ohms Per Length(flt) Actual Volts;(„ & Type 1000 Ft. ,'One -Way: Ohms EOL nelID: 1.010 1 #14 Solid 0.000 0.000 #14 Solid 0.000 1 #12 Solid 2.52 ' #14 $Olid 2.52 zi . 2:52 I 1.59;. ml 1.59 (Amps) Tota 5499 Power Expander 0.075 0.205 1.010 240 160 170 0 0I 9.18 20.40 20.40 20.40 20,40 0.:00 l Output Power Roqu Drop 5.99% 0.00% 0.00% 0.00% 0.00% !red Total Standby Current (Amps) 0.075 1.215 Total Alarm Current (Amps) Standby Time In Hours 24 0, Alarm Time In Minutes / 60":,, 5 Mins)'" Total Standby AK Required 1.800 Total Alarm AH Required Total: Comb I AH Required 1,90 Multiply By The 1 tor 1.20 '. inimum' Battery ,AmpHours:Required 2.28. ^ Top ^ I Ware resistances are based upon an ambient temperature of 72 degrees F. Because of the mninel difference between solid and stranded wire no differential was made. Project Inforrration Print Circuits Detail Project Name: STARBUCKS 11 Prepared By: LEON PARKS Project ID: FA7129 Date: 8/10/2007 Ckt. Number. 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 SR/15 0.000 0.066 0.000 0.198 2 PC2RH 0.000 0.297 0.000 0.594 1 P2R/115 0.000 0.218 0.000 0.218 0.297 Unused ' 0.000 0.000 0.000 0.000 7 0.000 0.000 < Retum To Power Sundt,Confia 1 Fdit r)evice flatahase j Totals 0.000 1.010 IFP -1( IFP -100 IDP Devices SPRINKLER ROOM Circuit Name;' IFP -100 Fire Panel Model: IFP -100 Add. Fire Alarm Volts: " 24 VDC Current Draw Wire AWG Standby Alarm &Type I 10 Max NAC Current: 3.0 Amps Max Panel Current: "5.OAmps ' Ohms Per Length(tt); Actual Volts 0 1000 Ft. One -Way Ohms " " EOL '. 1 0.170 0.325 SLC -0 IDP Beam Photo,mon,Heat,pull Beam detector 50 0.018 0.000 0.150 0.000 IPD Duct IPD. Duct. IDI?' Non Relay 0.000 0.000 With Relay IDP Acclimate ROR 0.000 0.000 0.000` 0.000 IDP IDP. Monitor,Control Module Monitor -2, 0.000 0.000 0.000 0.000 Monitor -10 0.000 0.000 IDI Relay -6, 0.000 0.000 Control -6 0.000 0.000 SLC -ACC 59224R8 IDP,.; IRF -I' 0 sSp224B1. RA -1000 5824 Relay,Zone ,Zone -6 SSB501 BHT Sounder Relay Base RPS -1000 '5865-4 RTS451 Key' RA400Z Isolator Module Isolator Base LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator (4G) 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.020 0.000 2 0.075 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.025 0.000 0.175 0.000 0.000 58654 LED Annunciator (3G) 0.000 .:58 PGM -I/0 #1 PGM -U0 #2 PGM -1/0413 PGM -U0 #4 PGM -U0 #5 PGM -VO #6 LED Driver Module Relay Module Notification Appl Circuit cfg Notification Appl Circuit cfg. Notification Appl Circuit cfg. Notification Appl Circuit Notification Appl Circuit cfg cfg. Notification Appl Circuit cfg 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.233 #14 Solid 0.887 #14 Solid 0.000 412 Solid 0.000 412 Solid 0.000 #12 Solid 0.000 412 Solid Total Standby Current (Amps) 0. 1.795 Total Alarm Current 2.52; 2.52 1.59 1.59 1.59: 1.59 120 300 0,60 1.51 0.00 0,00 0.00 0.00 19.06 40 .4 20:40` 20.40 0.69% 6.57% 0.00% 0.00% 0.00% 0.00% (Amps) Standby Time In Hours 24 .:0.083 - Alarm Time In Minutes / 60 (5 Mlns)" `Total Stand/ Ali Required 6.792 0.150 Total Alarm AH Required --Total"Comb squired ultiply.Ey 'The Derating Factor 1,20" Minimum Battery AmpHours Re Command Shortcuts Configure Circuits I Print Page Project Information Project Name: STARBUCKS T1 Prepared By: LEON Project ID: FA7129 Date: 8/10/2007 Ckt. Number: PGM -1/0 #1 Ckt. Name: Notification Appl Circuit 1 SRK/ 110 • P-0 evices I/O"anel UsID:ti:j NoIFPtificatio10nIDP ApplDCircuit Current Draw Each Current Draw.Total s. Standby Alarm Standby. Alarm 0.000 0.202 0.000 0.202 1 SSM24-10 0.000 0. 1 0.000 0.031 ' spare 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 < Retum To Main Edit Device Database Totals 0.000 0.233 Ckt. Number PGM -I/O #2 Ckt. Name: Notification Appl Circuit Panel ID: IFP -100 IDP Devices I/0 Use: N:)trfiCatiOn Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 PC2R 185 0.000 0.297 0.000 0.297 7 0.000 0.000 < Return To Main Edit Device Database 1 Totals 0.000 0.887 0 CCE Without CoMirtenta As Noted In Red Per The Attached Letter These plans have been reviewed by The Ttftlia Fire Prevention Bureau for conformance with current city stwidards. Acceptance is subject to errors and omissions which do not authorize violations of adopted slcaros and ordinances. The responsibility for the iequacy of design rests totally with the designer. deletions or revisions to these drawings atter 1;,;:i 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. • Please call: 575-440Z -- and give this job and exat address for shuts n or restoration aoorovaV 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. FILE COPY PAID Tukwila Fire -119 SCOPE OF WORK: THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES TO THE EXISTING SYSTEM FOR THE PURPOSE OF TENANT IMPROVEMENT. PARCEL# 2623049081 REVISIONS NO DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES 4811 134TH PL. SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 SUPERINTENDENT : PHONE : LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP Erfry is, SMITH FIR1E10S6Y5S4TtEhMASVMEANAGSTEMENT, LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 STARBUCKS AT SOUTHCENTER -1-7-258 SOUTHCENTER PKVV #108 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/13/07 1 OF 2 SEATING • 185cd Ir`1 'VT EOL FSE #2 CIRCUIT #1 OUTDOOR SEATING 0 SEATING itt BACKBAR 1 185cd SALES EIS VIM WORKROOM >-0 A , EXISTING CKT #2 TRIGGER RR MENS 15cdVEST. 15cd EXISTING SLC CIRCUIT N FIRE ALARM PLAN /N 0 8 16 SCALE 1/8"=1'-0" FLAG NOTES: EXISTING DEVICE NEW DEVICE FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG-16-THHW FOR DIRECT BURY/WET LOCATION KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL E IFP -1000 FARENHYT WALL TOP @ 66° FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT WALL TOP @ 66° ® A STROBE 3 SR SYSTEM SENSOR WALL @ 80"-96° lig HORN -STROBE 1 P2R SYSTEM SENSOR WALL @ 80"-96° 0 CEILING MOUNTED HORN/STROBE 3 PC2R SYSTEM SENSOR CEIUNG F MANUAL PULL STATION 1 IDP -PULL FARENHYT WALL @ 48" © SMOKE DETECTOR 1 IDP -PHOTO FARENHYT CEILING - 3' FROM AIR DEFUSER r�. -___ IIIII0ilik cell �■Uuiifilllllll,�.�1r11�iuiii "„ WORK AREA inuM11111111I1:i1 SITE PLAN l 1 N.T.S. SCOPE OF WORK: THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES TO THE EXISTING SYSTEM FOR THE PURPOSE OF TENANT IMPROVEMENT. PARCEL# 2623049081 REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES 4811 134TH PL. SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 FAX : SUPERINTENDENT: PHONE: FAX : LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP /27 SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAAsy Agm ST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 STARBUCKS AT SOUTHCENTER 17250 SOUTHCENTER PKW #108 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/13/07 2 OF 2 FA7129 Ln HANGER LEGEND IL 36G 5N 13K L 36G 51\1 13I\ l SEATING 1.5'X1'STRAP J (TYP 14) (OPE) SEATING SPRINKLER PLAN C0 O 4 B SCALE 1/4'=1'-0" M 01 SALES SPRINKLER LEGEND .�N ABBREVIATIONS 0 N.A.S. NONCOMBUSTIBLE CANOPY SYMBOL LEGEND FILE COPY fUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No.0.7-F-).o and exact address for S'hut4 Sown or rector ation approvall7 REVISIONS rMETAL DECK / 11 (4) #10 SHEET METAL SCREW AFCON FIG. 610 3/8" CEILING PLATE 318' ATR HANGER RING HANGER DETAIL 'CF' NEW STRAP TEE EXISTING - BRANCHUNE 1(0-3), U.N.O. 1" ELBOW 1" ELBOW - 1 wimstwo 1X10-6 TOE, U.N.O. STANDARD FLEX DROP FLEX DROP DETAIL '50' CEILING FLANGE, SEE DETAIL THIS SHEET SYM MANUFACTURER S.I.N. TYPE MODEL 0 RELIABLE R3615 SSP FIFR CHROME CHROME 1/2 1/2 155 15 TOTAL THIS SHEET 16 AFF BOB DOD 001 BOP DOT Fo IFOW OFOW NAD 0NO BOVE FINSHED FLOOR mom OF BEM/ OTTOM OF DECK OROM OF JOST OTTOM OF RAM OTTOM OF TRUSS CUT TO SHR ELD ORDER SDE FACE OF WAIL OUTSIDE FACE OF WALL O AUTO. SPRINKLERS HESS NOTED OTHERNSE BOD -I- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION CONTRACT WRH WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA98006 PROJECT MANAGER: LESHYA WIG PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT: GEORGE FEARS PHONE : 360-701-1210 FAX: GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A•795 OR BETTEFI PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEletITCF WATER /PIPE MAUI? !MORMONS 1 40 0.133 1.049 THREADED, CRIT GROOVED, ROLL GROOVED, PLAIN ENO, POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (FOR EUR WELDING) 1.817 0.097 1 1/2 SUPER -FAO 0.074 1,752 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.456 0.202 212 SUPER-FLO 0.074 2.727. ROLL GROOVED, PLAIN END (FGR BUR WELDING) 4,734 0.303 3 SUPER-FLO 0.074 3,352 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 6.528 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 17.300 1.144 8 ." 0.134 8.357 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 23.030 1.649 8 "" 0.188 8.249 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 40.080 2.78 " WALL THICKNESS PER NEPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ----ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA ---PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .15 GPM OVER 1500 SQ. FT. NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND EXISTING PIPING NEW PIPING FITTER / LISTER NOTES 1. ALL HANGERS TO BE 6.5CF 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE ALL EXISTING HEADS AND REPLACE WITH Y" PLUGS. (8 TOTAL) FLEX DROP LEGEND O 4'-0" LONG FLEX DROP 5'-0° LONG FLEX DROP CCEPT Without Comments As Noted In Red Per The Attached Letter ti These plans have been reviewed by The Tukwila Fire 1; Prevention Bureau for conformance with current city standards. A.^,.�eptance 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-thie,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: V.)-0/ b7 By: J t :E,:F.../ CERTIFICATE OF COMPETENCY STAMP KEY PLAN 5 00 1- 0 g R C 0 Er 0 mss.. a aMAN 17-7 0 � M PAID AUG 17 2007 Tukwila Fi Z� z /S7 RBUCKS TI sFs SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926.1880 FAX: ( 253) 926-2350 STARBUCKS TI @ SOUTHCENTER SQUARE BUILDING N 17100 #108 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO J. DELVO 8/16/07 1 OF 1 TI7166 !ice/ 7C (7// 0 DEMO EXISTING DEMO G I-�i' \/ V l HEAD. FLEX ASSEMBLY HEAD. FLEX ASSEMBLY d -Tl TO BE REUSED. ! S� TO BE REUSED. 11,, L,�� fl •` J- -I- 1-0 _ D MED ME Q.EX15'f NG H- •U. FLEX ASSEMBLY 0 DEMO EXISTING PRIX ASSEMBLY \ BE REUSED. - -� / 0 i 0 BE REUSED. . a. AND INST REUSE MAT // // // /// // /7 G DROP • CAP. RIAL / // ,/ / DEMO EXISTING / HEAD_ FLEX ASSEMBLY TO BE REUSED. DEMO EXISTING HEAD. FLEX ASSEMBLY TO BE REUSED 1 ,----:-8-----: DEMOLITION PLAN 4 SCALE 114'=1'-0' 0 ` ' ' -. Noteo Pe'Ti1. .etter DEMO EXISTING HEAD. FLEX ASSEMBLY TO BE REUSED. (9?) 0 5 CP PIPE / FITTING LEGEND WALL LEGEND 'hese plans havi-: Tukwila Fire : e ventian , : / :I) rT )i t'.:' sit/ current City ilndards:F , and vvhict. 1 T I A311:,1'C rIC,P VI(}ii�Ci,,:; (;.i:` adopted Inc43 Os. ,°.'t: ;' '..:'Srt.,'G?;, The responsibility for the iequac y 1 s,) t' is totally with i I , ; designer. %1CiitiC)rtr., deletion: s I:' v sior "o these drawings after '.his date wit! void this arcceptarre and will require a (! • e5Ubnikla. of r»:i':}c', drawings for subsequent approval. Ainai acceptance is sudvela to field test and inspection by The Tukwila Fire Preventlor Bureau. late;.' 1 9 TYPICAL ROOF CONSTRUCTION MEM GLASS FIBERED SURFACEED RIGID INSULATION (R-30 MIN.) STEEL ROOF DECK 8 I STEEL ROOF JOISTS PER STRUCTURAL PLAN 28-0 T.O PLATE 0 S S1 MT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW 1.5X1 STRAP TEE 4 NEW 2.5X1 STRAP TEE NEW 2.5X1.25 MECH. TEE (X1) NEW 1" PLUG (X11) EDN FITTER/LISTER NOTES EXISTING WALL NEW WALL 1. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 2. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. 3. ALL EXISTING UPRIGHTS TO BE REMOVED AND A 1' PLUG IS TO BE INSTALLED. 4. SEND 4 TEK SCREWS FOR FLEX HEAD IN HARDUD. 5. SEND 6'-0° OF ATR FOR HANGERS 6. REUSE ALL EXISTING MATERIAL IF POSSIBLE. 7. SEND (3) 1"X 1/2° ADN FOR HARD PIPED DROPS I WKW1LA FIRE DEPARTI`1dt E111, Please call: 575-440Z and give this job No. /0 S Co 3 and exact address for shut. a4116./n or restoration approval NOT C Weld stamps must be inspected before pipe is hung. Do not paint yip: )g prior to hydrostatic ta; is t st- ;:pr OVJ. O CEIUNG CONCRETE SLAB ON GRADE CA) BUILDING SECTION 1 FACING EAST NTS FLEX LEGEND MAKE TYPE MODEL our QNTY EZ BRAID BR -48 1/2 5 2T-0' T.0 PLATE Ar 117- 7.0 PLATE 0-0• T.0 SLAB (F.F. 1.5 . -n EIUNG 12.0 .1.5 .1.5 H",I 1.5 0 s REUSEFLEX PIPE AND RTTI J( DEMOED DROP EDC SPRINKLER PLAN L_ CEIUNG 14,0' SPRINKLER LEGEND 4 8 SCALE 1/4•=1'-0• 168th Eli)N TOP OF VALANCE 9' D AFF EMBLY, 1S FROM AREA MAP SYM MANUFACTURER EXISTING • UNCHANGED S.I.N. TYPE MODEL ,",„., SSU BRZ 5.6K 1/2 155° NEW 0 REUABLE R5415 CONCEAL G4A WHITE WHITE 5.6K 1/2 165° 16 TOTAL NEW 16 NTS ABBREVIATIONS AFF ABOVE FIMSLIE0 ROOK 808 801TOM OF 86454 800 BOTTOM OF War 80J 80TT05 OF JOIST 807 801105 OF FirRuN 80r 801105 OF TRUSS ars Cur TO sur FO RELD 0000) IFO'N INSIDE FACE OF WAIL OFOW minim FACE OF WALL NAS NO AUTO. BPLCMBERS UN° ONLESS NOTED 011PRY4sE... SYMBOL LEGEND NEW STRAP TEE -.- EXISTING -► BRANCHUNE LENGTH PER PLAN 1' ELBOW •..--1(11-8) U.N.O. 1' ELBOW NEW 314• EASY FLEX PER PLAN FLEX 1 (X5) r METAL DECK _ (2) 1•x1/4') LTOLCO FIG. 78 TEK SCREW 3/8' CEIUNG PLATE 3/8° ATR --HANGER RING HANGER 'CP' (X5) 3 FILE II II II I I II II GENERAL, NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BEI tui PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED °°F RAIEN FPE a °'w"° INOALLO7B 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, FLAW END, PCIJSHED 2.05 0.044 1 1/4 40 0.140 1.380 THREADED, CUT GROOVED, ROLL GROOVED, PLOW END, POLISHED 2.92 0.078 1 1/2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR WE11)180) 2.83 0.122 •A WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 11) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS OF THE TENANT IMPROVEMENT SPACE. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE - ORDINARY HAZARD GRP II NEW DESIGN CRITERIA: MERCANTILE - ORDINARY HAZARD GRP II TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. cn cc a_ 0 W NORTH STREET --- SOUTHCENTER SQUARE BUILDING N REVISIONS ►I II II II II II II II II BOD 0 -li- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I tR INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : D CONTRACT WITH SEES CANDIES 400 ALAN STREET DALY CITY, CA 94014 SITE PLAN PROJECT MANAGER : TIM KIRCHER PHONE : 415-405-7965 FAX : 414-586-8557 SUPERINTENDENT: PHONE: FAX: NTS CERRFICATE OF COMPETENCYSTAMP PAID DEC -1 2010-f_ TUKWILA FIRE 0 U 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMTTHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SEE'S CANDIES @ SOUTHCENTER SQUARE 17100 SOUTHCENTER SQUARE TUKWILA, WA DESIGNER PROJECT MGR DATE KENDRA K. L. LUVAAS 12/1/10 SHEET 1 OF 1 JOB NO. TI10181 SCOPE OF WOH': 1. THE SCOPE OF THIS PROJECT IS TO ADD (1) N❑TIFICATI❑N AND (1) INITIATING DEVICE TO THE EXISTING FIRE ALARM, GENERAL \OTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRI❑R TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SH❑WING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATI❑N BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10, VERIFY ALL L❑CATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFL❑W, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LDCATI❑NS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80' AND NOT GREATER THAN 96' ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NDT LESS THAN 3 1/2 FT. AND NOT MORE THAN 4 1/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTI❑N CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRI❑R TO CLEAN-UP MUST BE CLEANED DR REPLACED AND WILL BE INV❑ICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE F❑LL❑WING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER, B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATI❑NS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER 'END -DF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TD SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. NO TAPPING OF SIGNALING DR 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 C❑NTINU❑US AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. 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 TIED TO GROUND ONLY AT THE FACP. 1 Global Project Values: PrOJect Name: troject ID: red By: Date: ISEE'S CANDIES IFA10105 SCOTT JERKE 12/10/2010 Standby Hours::I Alarrn Mins:I Derating Factor. Voltage Drop Warning Threshold % . 1.2 J 10 Conftqure 5499(s),. Pant 5499 Detail Command Shortcuts Print Circuits Detail Edit Dedce Database 5499(1) Panel ID: Location: Qty Deuce Current Draw Each Current Draw Total Standby Alarm Standby Alarm Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps 24 UDC Max' Panel Current: 9 Amps 5499(1) SUITE 116 I Volts: Ckt. Circuit Name Current Draw re AWG Ohms Per ,Length(*) Actual Volts a %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 1 5499(1) Circuit 1erg. 0.000 1.012 #14 Solid J 2.52' #14 Sold 2.52 - 240 130 1.21 0.66 19.18 19.88 6.00% 2.63% 2 5499(1) Circuit 2 cfg• 0.000 0.818 3 : 5499(1) Circuit 3 cfg. 0.000 0.728 #14 Solid -i 2.52 ` 170 0.88 19.78 3.06% 4 ` 5499(1) Circuit 4 cfg.'- 0.000 0.734 914 Solid .,,i 2.52 132 0.67 19.91 2.39% Aux 5499(1) Aux Power Out dfg• 0.000 0.000 #12 Sold 1.59 W/ S 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 ; 3.292 :(Amps) Total Output Power Required` Total Standby Current (Amps) 0.075 3.497 Total Alarm Current (Amps) A Top A W/44 5g Standby lime In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Tcial S and • 'AH R.. aired 1.800 0.291 Total Alam AH R..:red of 72 degrees F. stranded wire no differential Total Combined AH Required 2.09 Wire resistances are based upon an ambient temperature Because of the ninirrel difference between solid and was made. Multiply By The Derating Factor 1.20 Mirdmum Batten AmpHours Required 2.61 ' Ckt. Number: 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3Amps Qty Deuce Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 SR/15 • 0.000 0.066 0.000 - 0.264 2 PC2R/185 • 0.000 0.x65 0.000 0.530 1 PC2R/115 • 0.000 0.218 0.000 0.218 SILENT KNIGHT Unused • 0.000 0.000 0.000 P 0.000 , ANNUNCIAT❑R PANEL E RA -1000R FARENHYT 0.000 0.000 t Dd. un Tri Dew... Q..nn1te r.nnfin 1 t=ilt r1eJnn flntnhnen I Totals 0.000 - 1.012 CALCULATI❑\S 0'-4' MIN. AIR DIFFUSER 1'-0' MAX REMOTE ANNUNCIATOR TO CENTRAL STATI O N ACCEPTED 'HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR NOTIFICATION: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80' AND NDT GREATER THAN 96' FROM FINISHED FL❑❑R, X 3'-0" MIN. _\ SMOKE DETECTOR DETECTOR: LOCATED NO CLOSER THAN 4' FROM ANY OBJECT/WALL OR IF ON WALL LOCATED BETWEEN 4'-12' DOWN FROM CEILING TD THE TOP OF THE DETECTOR, ri MODEL IIA -1000 CEILING PULL STATION: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6' & NDT MORE THAN THAN 4 -6' ABOVE FINISHED FLOOR. 5'-0" MAX, SPACI\G FIRE ALARM � g I FINISHED M FLOOR -� �ETAILS FACP #16/4 PHONE LINE #1 - PHONE LINE #2 120 VAC 5 <DEDICATED CKT.) 120 VAC (DEDICATED CKT.) ' Farenhyt IFP -100 DUAL LINE DIALER nSILENT KNIGHT SLC LENS 0 CO r 1 331001 331002 331003 33:004 331005 331006 331007 331008 3C.'1009 331010 331011 331012 33:013 331014 331015 331016 331017 NAC -1 #16/2 110cd NAC 2 ® ® ® m m ® © ® ® ® © © © © El 01 .202ma 15cd #14/2 BATTERY 12V-12Af; BATTERY 12V -12M FRE ALARM SIGNAL EXPANDER #1 SILENT KNIGHT MODEL 5499 NAC -1 331032 331031 331030 331029 331028 331027 32'026 331025 331024 33:023 331022 33:021 331020 331019 331018 © © © © © El © © ® © 0 © © El CI 331033 331034 331035 331036 33:037 331038 321039 331040 33:041 331047 331046 33:045 331044 331043 331042 M BELL EOL .031ma 95cd .066ma 115cd (NAC -2 M 15cd .194ma 115cd .218ma 185cd NAC -3 M 15cd .066ma 115cd .218ma 15cd .066ma M M 15cd 15cd .066ma .066ma 75cd 110cd .218ma 185cd 185cd .297ma 115cd NAC -4 #14/2 120 VAC `` (DEDICATED CKT,Y BATTERY 12V-7AH BATTERY 12V -7N1 i FIRE ALARM SIGNAL EXPANDER #2 SILENT KNIGHT MODEL 5499 NAC -1 .297ma 185cd .176ma 75cd HH EOL .297ma .176ma 185cd 185cd H EOL .218ma .297ma .297ma .297ma 75cd 75cd ciE❑L .176ma .176ma 15cd NAC -2 15cd 15cd 185cd M -I .066ma 15cd 15cd Ca [ EOL .218ma .066ma .066ma NEW DEVICE 115cd 15cd 185cd ® H EDL .066ma .265ma 15cd 15cd .066ma .066ma .066ma .265ma ,218ma 15cd 15cd 15cd 15cd 15cd NAC -3 NAC 4 .066ma 115cd 0 .218ma 15cd BATTERY 12V-7AH BATTERY 12V-7AH #14/2 15cd .066ma .066ma .066ma .066ma .066ma .066ma 15cd 15cd .066ma 15cd .066ma 110cd 75cd E❑L .066ma .202ma 75cd .066ma 30cd .176ma .176ma 30cd 110cd 0 EOL .107ma .107ma .212ma RISER .066ma 185cd Y�SEOL .297ma M M M IM M FE 133'0521331051 331050 331049 331048 OAC © E NEW DEVICE 4 ' r D ❑ Without Comments g( As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau Thr conformance with current City standards. Acceprarlcx i subject to errors and omissions which ci.. not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletiorls 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 issubject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /). -13 - (0 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. 15cd 15cd 75cd C ® ® EEL .066ma .066ma ,176ma ETAIL SITE PLA\ N.T.S. ri is wuj FIRE DEPART4441111, Please call: 575.44407 and give this job NO. and exact address for shut Qcsivn or restoration approval 'te toaawe uogeaa}sea ao ttN, sings sseappe }hex qo1 sly} an!' 'Lt b'SL5 :11e0 e SYMBOLS DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E IFP -100 FARENHYT 70' LED AFF TO DIPLAY FACP FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT FSE CABINET FSE ANNUNCIAT❑R PANEL E RA -1000R FARENHYT FAA 0 CEILING STROBE E SCR SYSTEM SENSOR 4 SQUARE DEEP WALL STROBE 1 SR SYSTEM SENSOR W/ S GGANG 0H CEILING HORN / STROBE E PC2R SYSTEM SENSOR 4SQUARE DEEP WALL HORN / STROBE E P2R SYSTEM SENSOR W/44 5g GGANG��pp z( ©P PHOTO SMOKE DETECTOR E IDP-PH❑T❑ FARENHYT W SSQINAGLE �DP6AB DGEgENG BASE M❑NIT❑R MODULE E IDP -MON FARENHYT 4 SQUARE DEEP I"1 MANUAL PULL STATI❑N 1 IDP -PULL FARENHYT 4 SQUARE DEEP F WATERFL❑W SWITCH E ---- BY OTHERS ---- FS PRESSURE SWITCH E ---- BY OTHERS ---- PS TAMPER SWITCH E ---- BY OTHERS ---- TS EVICE LEGE\ SLAG \_TES: EXISTING DEVICE ADDED DEVICE 0 FI2 8 185cd EOL 15cd (4 14/2 FPLP 185cd 110cd EOL 14/2 FPLP ,--.-FROM PREVI❑US DEVICE TO NEXT DEVICE 14/2 FPLP FROM PREVIOUS DEVICE 14/2 FPLP FROM PREVI❑US DEVICE 14/2 FPLP TO NEXT DEV CE 16/2 F L.P 4 ALAR 16 SCALE 1/8'=1'-0' v PLA\ PAID DEC 10 2010 TUKWILA FIR SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL • RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946111 REVISI❑NSI CONTRACT WITH' SEE'S CANDIES 210 EL CAMIN❑ REAL SAN FRANCISCO, CA 94080 TIM KIRCHER 415-405-7965 PROJECT MANAGER! MATTHEW ABEL 253-248-2006. MABEL@SMITHFIRE,COM SYSTEMS DESIGNER: SCOTT JERKE SJERKE@SMITHFIRE.COM PROJECT! SDUTHCENTER SQUARE SEE'S CANDIES 17100 S❑UTHCENTER PKWY SUITE 446- TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER: SCOTT JERKE DATE' 12/10/10 AHJ: TUKWILA JOB #' FA10105 SHEET #' FA 1 OF 1 NIC NIC NIC NIC 1 Ili • 111 �1 - 1�lI1Ht �.� 11111111111111110111111111 11 1 11 •11111111i®1IIIIIIIMI 1 111E1111111112111M111111111121 iimmEncicirion at .0 ow du •euee•ee,eae:e•e•en•9���C�'�See•eree8•Eeeee•eeeteeee i i m.rs t_ NIC 1/2'F_uG 1/2 NIC NIC ABBREVIATIONS SYMBOL LEGEND L NIC SPRINKLER PLAN 0 4 B SCALE 1/4'=1'-0' FITTER/LISTER NOTES 1. ALL DROPS ARE TO BE PER FLEX DETAIL I'A/1" WITH 48" EASYFLEX U.N.O. 2. ALL HANGERS ARE TO BE PER DETAIL "XP" U.N.O. 3. SEND 10 FT. OF BULK 3/8i1 ATR FOR CTS HANGER RODS. 4. ALL SPRINKLERS TO BE CENTERED IN 21 DIRECTION ONLY OF 2' x 4' TILES 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES, SYMBOL LEGEND STEEL BARJOISTi METAL ROOF DECK 1 -- EX BRANCHUNE / 1 (8-0)W/ODELL U.N.O. NEW FM BRAIDED EASY FLEX LENGTH PER PLAN NEW CONCEALED SSP SPRINKLER CEIUNG DETAIL A/1 NEW STRAP TEE NEW I(0-3) U.N.O. .-- I (8-0) NEW 1'90 NEW FM BRAIDED EASY FLEX LENGTH PER PLAN NEW CONCEALED SSP SPRINIO.ER CEIUNG DETAIL B/1 METAL DECK SAMMY XP20 EXPRESS SCREW 3/8' ATR HANGER RING SAMMY XP Nj/� EX BRANCHLINE NEW CEIUNG NEW SSP BUILDING SECTION NTS O Without: Comments CJ As Noted in Red ,ice Per The Attached Letter Mese plans have been reviewed by The Tukwila Fire Pr:went!on Bureau for conformance with current City :-i-anci,;rdss. Acceptance.' is subject to errors and omissions (ions which oo IICA. authorize violations of adopted standards and ord!n7,1.71:•e:�. 'rhe responsibility for the adequacy of desiL, :- totally with the designer. Additions, deleiiol inions to these drawings after this dr to will void 1:n eptance and will require a reIuhmittal , IL -Y 171ir,rls for subsequent approval. Final acceptance ,': s 4ect: to field test and Inspection by the Tukwila Fire Prevention Bureau. r Date: I- 1 By: ;I 1 TUKWILA FIREDEPARTMENT Please c2i12065Th'-4407 an gave thie- Firs Perrnit No. 0 nd exact address for F.Iiut- . Town or restoration ap provaL 17100 South Parkway AREA MAP NTS /7/DV 5c- /off GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER - END PREP TYPES ALLOWED WEIGHT OF WATER 100E C''°'`>=m IN ONJCl9 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POUCHED 2.05 0.044 •• WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED ( 111) WHICH ARE FLEXIBLE. SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET PIPE SYSTEM MUST BE MAINTAINED AT 40°F IN ORDER TO PREVENT FREEZING. EXCLUSIONS: 1. ANY WORK OUTSIDE THIS TENANT SPACE 2. PAINTING OR LABELING OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION (IF REQUIRED) 6. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. DESIGN CRITERIA: PER NFPA 13 2013 AND THE CITY OF TUKWILA EXISTING CRITERIA: RETAIL- ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RETAIL- ORDINARY HAZARD GROUP II TENANT IMPROVEMENT: THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. SMITH FIRE SYSTEMS IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEIUNG, LIGHTING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. NORTH STREET z 0 U cp PAID SITE PLAN JAN 10 2( TUKWILAFi r NTS PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF BOB B00 00.1 BOP BOT CTB FO IFOW OFOW NAS LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUR FIELD ORDER INSIDE PACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE. 2 Boo O CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPUNG S MT R P (0) NEWT' PLUG NEW 1/2' PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER K R PIP E — — — — — EXISTING SPRINKLER PIPE — — — — — RELOCATED EXISTING PIPE _ NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND MAKE EASY TYPE FM -BRAID LEN 48' NIPPLE 1/2' 6RKT ACT SCRW NA ONTY 21 SYM MANUFACTURER S.I.N. TYPE MODEL 7a8 EXISTING ta °r A,T.H 1 "°« 1 NO. DATE BY REASON FOR REVISION -1-1- EASY FM -BRAID 80' 1/2' ACT NA 14 A UNCHANGED SSP CHR CHR 5.8K 1/2' 155 EASY FM -BRAID 72' 1/20 ACT NA 2 UNCHANGED SSU BRZ 5.6K I/O. 1558 EASY FM -BRAID 48' 9x1/2' GWB TEK 3 NEW BRACKET LEGEND: O RELIABLE RA3415 CONC SSP G5-56 BRZ WHT 5.6K 12' 165° 40 I I EXISTING WALL //j NEW WALL TO CEILING `7C7CJCXJC3CXJCXXXI NEW FULL HEIGHT WALL NEW LOW WALL C 7 NEW SOFFIT WALL I I ACT = STANDARD OGSB BRACKET GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TBS ENDS, AND SSB CLAMP TEK = (2) 1/4'x1.5'TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 9090120 = 908 NIPPLE 525' LONG 99012' = 9' LONG x 12' EXTENDED NIPPLE TOTAL NEW 40 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE: ALARM COMPANY : ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH WESTERN CONSTRUCTION SERVICES 2300 EAST 3RD LOOP, STE 110 VANCOUVER, WA PROJECT MANAGER: OFFICE PHONE : CELLPHONE: EMAIL : SUPERINTENDENT: PHONE: EMAIL : CARTER SCHAFFRAN 360-823-4227 360-601-7927 caner©westernconstruction,com DANIEL POUSHCHUCK 360-601-7923 WASHINGTON STATE ■ CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-0 Level 3 Smith Fire Systems, Inc. SMITHFS1360T 1/15/18 nature J v Date "1 ' " ■ CERTIFICATE DF COMPETENCY STAMP SMITH FIRE SYSTEMS, INC, 41% 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO, SMITHFS1380T Bus: (253) 928-1880 FAX: (253) 928-2350 SEE'S CANDIES@ SOUTHCENTER SQARE 17100 SOUTHCENTER PKWY TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO, JEFF S LANE L. 1/15/18 1 OF 1 TI17145 FIRE ALARM CONSTRUCTION DOCUMENT SET SHEET INDEX SHEET REV. DESCRIPTION FA001 GENERAL SHEET, LEGEND & NOTES FA101 DEVICE LOCATION VIEWS - FIRST LEVEL, SCHEDULES & RISER DIAGRAMS FA501 SCHEDULES & RISER DIAGRAMS, POWER CALCULATIONS FA601 PRODUCT TYPICALS FA901 PRODUCT SHEETS SHEET NAMING CONVENTION SHEET DESCRIPTION FAOXX GENERAL SHEET, LEGEND & NOTES FA1XX DEVICE LOCATION VIEWS - FIRST FLOOR FA5XX SCHEDULES & RISER DIAGRAMS, POWER CALCULATIONS FA6XX PRODUCT TYPICALS FA9XX PRODUCT DATA SHEETS N FPLR © REVISION IDENTIFIER VOICE EVACUATION CONTROL PANEL CEILING STROBE WEATHERPROOF 10 CABLE ID - SEE CABLE LEGEND . 4 1@ IDENTIFIERS CABLE LEGEND ID TYPE DESCRIPTION SHEILD 14 71( l DEVICE IDENTIFIER - EXISTING, ADD, REPLACE, MOVE, DEMO AWG SHEILD POINT OF PROTECTION IDENTIFIER / TYPE REFERENCE X' a )0( N FPLR © REVISION IDENTIFIER VOICE EVACUATION CONTROL PANEL CEILING STROBE WEATHERPROOF 10 CABLE ID - SEE CABLE LEGEND . 4 1@ SHEET ID - SHEET DETAIL "A", "B", "C" / SHEET #XXXX CABLE LEGEND ID AWG COND SHEILD CLASS ID AWG SHEILD CLASS A 16 2 N FPLR AA IEVACI VOICE EVACUATION CONTROL PANEL CEILING STROBE WEATHERPROOF B 16 4 N FPLR BB 1 0 I STU 1 C 16 2 N FPLP CC 194° FIXED TEMP HEAT DETECTOR Q CEILING HORN D 16 4 N FPLP DD 194° LINE TYPE HEAT DETECTOR 0 CEILING SPEAKER E 14 2 N FPLR EE c WALL CHIME F 14 4 N FPLR FF Q CEILING BUZZER G 14 2 N FPLP GG H 14 4 N FPLP HH I 12 2 N FPLR II J 12 4 N FPLR JJ K 12 2 N FPLP KK L 12 4 N FPLP LL M 16 2 N TFFN MM N 16 4 N TFFN NN O 16 2 N THWN 00 P 16 4 N THWN PP Q QQ u uu R RR SSS T TT u uu V W x xx Y YY z ZZ SHEET INDEX SHEET INDEX THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. SYSTEM CODES INTERNATIONAL BUILDING CODE (IBC 2015 EDITION) INTERNATIONAL FIRE CODE (IFC 2015 EDITION) NATIONAL FIRE PROTECTION ASSOCATION (NFPA 70 2011 EDITION) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 72 2013 EDITION) NATIONAL FIRE PROTECTION (NFPA 101 2011 EDITION) USE & OCCUPANCY CLASSIFICATION ADA INTERNATIONAL CODE ANSIE 117.1 UNDERWRITERS LABORATORIES, INCORPORATED TUKWILA MUNICIPAL CODES ❑ ASSEMBLY (A) O BUSINESS (B) ❑ EDUCATIONAL (E) ❑ FACTORY & INDUSTRIAL (F) ❑ HIGH HAZZARD (H) ❑ INSTITUTIONAL (I) ❑ MERCANTILE (M) ❑ RESIDENTIAL (R) ❑ STORAGE (S) O UTILITY & MISCELLANEOUS (U) BUILDING CONSTRUCTION TYPES ❑ A-1 ❑ A-2 ❑ A-3 ❑ F-2 ❑ H-2 ❑ 1-2 ❑ R-1 ❑ R-2 ❑ S-1 ❑ S-2 ❑ H-3 ❑ A-4 ❑ A-5 ❑ H-4 ❑ H-5 ❑ 1-3 ❑ 1-4 ❑ R-3 ❑ R-4 ❑ S-3 ❑ S-4 ❑ TYPEI ❑ TYPE II ❑ TYPE III O TYPE IV ❑ TYPE V O TYPE I -A O TYPE II -A O TYPE III -A O TYPE V-A ❑ TYPE I -B ❑ TYPE II -B ❑ TYPE III -B O TYPE V -B AUTOMATIC SPRINKLER PROTECTION O NO 0 PARTIAL 0 FULL GENERAL NOTES 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL, AND STATE AHJ'S, NEC, AND CONTRACT DRAWINGS. 2. AS -BUILT DRAWINGS ARE REQUIRED AT THE TIME OF AHJ ACCEPTANCE. SMITH FIRE SYSTEMS REQUIRES ELECTRICAL RED LINES WITH IN TWO WEEKS PRIOR TO PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SMITH FIRE SYSTEMS PROJECT MANAGER. ALL SMITH FIRE SYSTEMS FIELD SERVICES MUST BE SCHEDULED WITH SMITH FIRE SYSTEMS PROJECT MANAGER WITH A MINIMUM OF TEN BUSINESS DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SMITH FIRE SYSTEMS ALARM TECHNICIAN. 5. FIRE ALARM CONTROL PANEL SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF A SMITH FIRE SYSTEMS ALARM TECHNICIAN. 6. THE FIRE ALARM SYSTEM SHALL BE MONITORED BY A UNDERWRITERS LISTED MONITORING STATION BEFORE AHJ'S TEST. 7. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW SWITCHES, TAMPER SWITCHES, PRESSURE SWITCHES, SMOKE DAMPERS, AND DUCT DETECTOR LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITH IN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLE/VISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THE 96" ABOVE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 3'-6" AND NOT MORE THAN 4'-6" ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASES. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS IS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR COGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS, AND PROPER "END -TO -LINE" RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO SMITH FIRE SYSTEMS ALARM TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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 THE FIRE ALARM CONTROL PANEL ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FIRE ALARM CONTROL 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 FIR ALARM CONTROL PANEL. DRAWING ACCEPTANCE THIS DRAWING IS TO BE USED FOR THE PURPOSE OF PLACING AND LOCATING SMITH FIRE SYSTEMS FIRE ALARM DEVICES AND IS NOT BE USED FOR ANY OTHER PURPOSES. RECORD DRAWINGS ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO SMITH FIRE SYSTEMS CORPORATE OFFICE. MONITORING COMPANY INSTALLATION COMPANY AVANTGUARD 4699 HARRISON BLVD, OGDEN, UT 84403 ACCOUNT# 89-6833 SMITH FIRE SYSTEMS 1106 54TH AVE E, TACOMA, WA 98424 FIRE ALARM - PAN QTY SYMBOL DEVICE DESCRIPTION I FACP 1 FIRE ALARM CONTROL PANEL P 1FH2o01 FM -200 CLEAN AGENT PANEL ®BL 1 PAP 1 PRE -ACTION CONTROL PANEL 0 CEILING STROBE IEVACI VOICE EVACUATION CONTROL PANEL CEILING STROBE WEATHERPROOF 1 FSE 1 FIRE SIGNAL EXPANDER WALL HORN -STROBE SMOKE BEAM TRANSMITTER 1 ANN 1 REMOTE ANNUNCIATOR 1 0 I STU 1 SUBSCRIBER TERMINAL UNIT wP CEILING HORN -STROBE WEATHERPROOF 1RADIO 1 AES RADIO WALL HORN FIRE ALARM - NOTIFI QTY SYMBOL DEVICE DESCRIPTION ©P SMOKE DETECTOR P WALL STROBE FIRE FIGHTERS PHONE ®BL WALL STROBE WEATHERPROOF FfU 0 CEILING STROBE IH DVP CEILING STROBE WEATHERPROOF QR WALL HORN -STROBE SMOKE BEAM TRANSMITTER cR WALL HORN -STROBE WEATHERPROOF 1 0 CEILING HORN -STROBE 135° FIXED TEMP HEAT DETECTOR wP CEILING HORN -STROBE WEATHERPROOF 135° RATE OF RISE HEAT DETECTOR >0 WALL HORN 194° FIXED TEMP HEAT DETECTOR Q CEILING HORN 194° RATE OF RISE HEAT DETECTOR SH WALL MINI -SPEAKER 190° FIXED TEMP HEAT DETECTOR s WALL SPEAKER 194° LINE TYPE HEAT DETECTOR 0 CEILING SPEAKER cR wP WALL SPEAKER/STROBE ss CEILING SPEAKER/STROBE c WALL CHIME 0 CEILING CHIME B WALL BUZZER Q CEILING BUZZER GL BELL FIRE ALARM - DETECTOR QTY SYMBOL DEVICE DESCRIPTION ©P SMOKE DETECTOR ©AB SMOKE DETECTOR ABOVE CEILING FIRE FIGHTERS PHONE ®BL SMOKE DETECTOR BELOW CEILING FfU li DUCT SMOKE DETECTOR IH II DUCT SMOKE DETECTOR REMOTE TEST SWITCH QR ®BT SMOKE BEAM TRANSMITTER cR ©BR SMOKE BEAM RECEIVER IN a 135° FIXED TEMP HEAT DETECTOR Io ®R 135° RATE OF RISE HEAT DETECTOR IH 1940 194° FIXED TEMP HEAT DETECTOR NN 1940 194° RATE OF RISE HEAT DETECTOR SH 1900- 190° FIXED TEMP HEAT DETECTOR DH 1940_0 194° LINE TYPE HEAT DETECTOR FIRE ALARM - MODULE /'RELAY QTY SYMBOL DEVICE DESCRIPTION F MANUAL PULL STATION NN MINI MONITOR MODULE FIRE FIGHTERS PHONE H MONITOR MODULE FfU H2 TWO POINT POINT MONITOR MODULE IH HlD TEN POINT MONITOR MODULE QR RELAY MODULE cR CONTROL RELAY MODULE IN INPUT MODULE Io FOUR POINT INPUT/OUTPUT RELAY MODULE IH ISOLATION MODULE NN NOTIFICATION MODULE SH SYNC MODULE DH DOOR HOLDER FIRE ALARM - SPRINKLER QTY SYMBOL DEVICE DESCRIPTION 1 ESR I SPRINKLER RISER Q WATER GONG BELL FIRE FIGHTERS PHONE FS WATERFLOW SWITCH FfU IPSI PRESSURE SWITCH IH Ts TAMPER SWITCH FIRE ALARM - FIREMAN'S PHONE QTY SYMBOL DEVICE DESCRIPTION 1 ESR I ELEVATOR STATUS RECALL Q 1 FFP 1 FIRE FIGHTERS PHONE 1ccTvawP BATTERY FfU FIRE FIGHTERS PHONE JACK DOOR BELL IH FIRE FIGHTERS HANDSET FIRE ALARM - MISCELLANEOUS QTY SYMBOL DEVICE DESCRIPTION KH KITCHEN HOOD Q JUNCTION BOX 1ccTvawP BATTERY ACCESS/ SECURITY /CAMERA - QTY SYMBOL DEVICE DESCRIPTION Nc ( NURSE CALL lccrva CCTV CAMERA 1ccTvawP CCTV CAMERA WEATHERPROOF I ° O DOOR BELL n/ DOOR BUZZER . DOOR CHIME ED SECURITY ELECTRONIC DOOR OPENER Ex SECURITY ELECTRONIC DOOR STRIKE lc INTERCOM UNIT HI MASTER INTERCOM & DIRECTORY Lip MOTION DETECTOR HL SECURITY DOOR ALARM MAG LOCK CR SECURITY CARD READER cR wP SECURITY CARD READER WEATHERPROOF i SECURITY CONTROL UNIT SCP SECURITY DOOR PANEL DC SECURITY DOOR CONTACTS [ 1 SECURITY EXIT PUSH BUTTON C SECURITY KEY PAD Without Comments D As Noted in Red © Per The Attacned Letter These pians have peen r-viewea n r•ne Tukwila Fre Prevention Buren, tri! ,70,ifgrrnarirt• ;,J,, current City, standards. Accept -2 r i Subject C! . rrorc .end omissions which f i')t. uthorrze of auopter1 standards.and ord n r,r,J,s The responsibility tor the adequacy of ciesig totally with thife designer. Additions, reletior } 'k visions to these drawings after this date will void ,cceptance and will require a resubmittal t,. v Or:5w1ngs for subsequent approval. Final -acceptance Held test and Inspection by The Tukwila Fire Pr tendon Bureau, Date: /- ; �) - "C By: S 1, 'TUKWILA FIRE DEPARTMENT Please. call 206-5754407 arc- give this En'? Pe.r'mi : No and exact Acli-fxs for shut- down or restoration approval. r PAD JA?d 22 2018 TUKWILA FIRE -27T`-zoo Ci) LU El a_ I= o coZill O coO LU oo0) 0 U 1-T b cD 0 T � J W O W W W 1—•�cc (f) R D D < T' CO F O- ISSUE LOG: DESCRIPTION r -- z LLI 0 CONSTRUCTION SET BY: SCOTT JERKE DATE: 1/18/18 PROJECT #: FA17139 DRAWN ISSUE PR SYSTEM: FIRE ALARM SHEET: GENERAL SHEET LEGEND & NOTES FA001 ,,NOl?'K RM i -===jj RESTROOM B-1 15cd w O w v a SALES ()I 0 B-1 115cd B-1 95cd DEVICE LOCATIONS - 1ST LEVEL / / / SCALE: 1/8" = 11-0" TO NEXT SLC DEVICE TO NEXT NAC B-1 DEVICE DEEW V CE B-1 r B-1 1 B-1 15cd 0 I 115cd I 95cd .043mA L.187mA J .165mA (II SCHEDULES & RISER DIAGRAMS KEY PLAN STEMS INC. W cc LL 2 1106 54TH AVE E TACOMA, WA 98424 CO � ry LL o Zw F— co O OZ co S\.)1 o 10 o0 (1) 0 0H LI0 ' (i) * _ d wo ILI 0 OI-2cc CO I`.�5/�0< T CJ) EL ISSUE LOG: DESCRIPTION W 0 CONSTRUCTION SET DRAWN BY: SCOTT JERKE ISSUE DATE: 1/18/18 KEY PLAN N.T.S. EDN PROJECT #: FA -17139 SYSTEM: FIRE ALARM SHEET: DEVICE LOCATION VIEWS & RISER DIAGRAM FA101 DISPLAY OF AN ALARM EVENT AT THE FACP SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage Current Load: B1 Standby: Alarm: DISPLAY OF A SUPERVISORY EVENT AT THE FACP 2.055 21.945 FSE B2 EXISTING DEVICES 460 0.818 Device Type Quantity Amps Total Amps DISPLAY OF A TROUBLE EVENT AT THE FACP 0.728 0.991 23.009 FSE B4 EXISTING DEVICES 464 0.734 Main System Board 1 0.07500 0.0750 DISPLAY OF AN ALARM EVENT REMOTE ANNUNCIATOR 0.2050 NAC 1 1 0.00000 0.0000 1.19900 1.1990 NAC 2 1 0.00000 DISPLAY OF A SUPERVISORY EVENT REMOTE ANNUNCIATOR 0.81800 0.8180 NAC 3 1 0.00000 0.0000 0.72800 0.7280 NAC 4 • 1 DISPLAY OF A TROUBLE EVENT REMOTE ANNUNCIATOR 0.0000 0.73400 0.7340 TRANSMIT AN ALARM SIGNAL TO THE CENTRAL STATION TRANSMIT A SUPERVISORY SIGNAL TO THE CENTRAL STATION 0 0 TRANSMIT A TROUBLE SIGNAL TO THE CENTRAL STATION ACTIVATE ALL AUDIBLE & VISIBLE DEVICES Total Panel Loads: 0.075 INITIATE ELEVATOR RECALL TO UPPER LEVEL 3.684 Amps Standby Current Load: 0.075 Amps INITIATE ELEVATOR RECALL TO LOWER LEVEL 1.800 Amp -hours Alarm Current Load: 3.684 ILLUMINATE FIREMANS HAT For 5 Minutes= 0.309 Amp -hours CAS SCHEDULES - SEQUENCE OP OPERATIONS MATRIX FA17139 SEE'S CANDIES SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage Current Load: B1 Standby: Alarm: 1.199 2.055 21.945 FSE B2 EXISTING DEVICES 460 0.818 Device Type Quantity Amps Total Amps Total 0.728 0.991 23.009 FSE B4 EXISTING DEVICES 464 0.734 Main System Board 1 0.07500 0.0750 0.20500 0.2050 NAC 1 1 0.00000 0.0000 1.19900 1.1990 NAC 2 1 0.00000 0.0000 0.81800 0.8180 NAC 3 1 0.00000 0.0000 0.72800 0.7280 NAC 4 • 1 0.00000 0.0000 0.73400 0.7340 Total Panel Loads: 0.075 Amps 3.684 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 3.684 Amps For 5 Minutes= 0.309 Amp -hours 20% Derating= 2.531 Amp -hours Total System Current Load: 2.531 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA17139 SEES CANDIES Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE B1 EXISTING & NEW DEVICES 680 1.199 2.055 21.945 FSE B2 EXISTING DEVICES 460 0.818 0.948 23.052 FSE B3 EXISTING DEVICES 540 0.728 0.991 23.009 FSE B4 EXISTING DEVICES 464 0.734 0.858 23.142 POWERCALCULATIONS IBJ (i) LLI iQo.. I l 00 N I-00 O W 00 CV co ( O 0,co i ,- j ao ado (1) I— riii 2 ; ..- n_ 0I-2cr U rj 1 rrD/�� D <^ �/ / T uJ f- O ISSUE LOG: DESCRIPTION z w F- 0 CONSTRUCTION SET DRAWN BY: SCOTT JERKE ISSUE DATE: 1/18/18 PROJECT #: 1 FA17139 SYSTEM: FIRE ALARM SHEET: SCHEDULES & CALCULATIONS FA501 CEILING IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING --'� FLOOR NOT LESS THAN 90" AFF NFPA 72 2013, 18.4.8.1 WALL MOUNTED APPLIANCES SHALL HAVE THEIR TOPS ABOVE THE FINISHED FLOORS AT HEIGHTS OF NOT LESS THAN 90" AND BELOW THE FINISHED CEILINGS AT DISTANCES OF NOT LESS THAN 6". /A\ FIRE ALARM - HORN MOUNTING CEILING IF TOTAL HEIGHT IS LESS THAN 90", MOUNT 6" FROM CEILING BUT NOT GREATER THAN 96" AFF FLOOR NOT LESS THAN 80" AFF NFPA 72 2013, 18.5.5.1 WALL MOUNTED APPLIANCES SHALL BE MOUNTED SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. iB\ FIRE ALARM -STROBE MOUNTING DMARC LINE LINE 1,/RJ31XBLOCK I •_o RJ CORD PRIMARY PORT SECONDARY PORT RED YLW _--- TO PHONES GRN BLK RJ CORD PRIMARY PORT 1 FIRE ALARM CONTROL PANEL ` SECURITY CONTROL PANEL % \ FIRE ALARM - PHONE CONNECTION - 4S J -BOX GROUND LINE d ". WEATHERPROOF J -BOX WITH ELECTRICALLY SUPERVISED COVER TAMPER 1/2" WEATHERPROOF BOX SUPPORT ARLINGTON OR EQUIVALENT 1/2" X 36" RIGID CONDUIT 18" & 24" -- SCHEDULE 40 PVC OR RIGID CONDUIT WEATHERPROOF 1/2" FLEX CONDUIT OS&Y TAMPER SWITCH r a SCHEDULE 80 PVC OR RIGID CONDUIT CEILING NO LESS THAN 4" ' . NO MORE THAN 12" FIRE NOT LESS THAN 42" AFF FLOOR NOT MORE THAN 48" AFF NFPA 72 2013, 17.14.5 THE OPERABLE PART OF A MANUALLY ACTUATED ALARM INITIATING DEVICE SHALL BE NOT LESS THE 42" AND NOT MORE THAN 48" FROM THE FINISHED FLOOR. ri•-%\ FIRE ALARM - PULL STATION MOUNTING iY4W'WAir Wi WIRE TIE NO STAPLES OR WIRE HANGER CONDUIT FIRE ALARM - CEILING CF.. TO WALL TRANSITION AND OPEN WIRING / \ FIRE ALARM - DROP CEILING & J BOX FIRE ALARM CONDUCTOR NO LESS THAN 4" CEILING FLOOR NFPA 72 2013, 17.6.3.1.3.1 DETECTORS SHALL BE LOCATED ON THE CEILING NOT LESS THAN 4" FROM THE SIDEWALL OR ON THE SIDEWALLS BETWEEN 4" AND 12" FROM THE CEILING. NO LESS THAN 36" CEILING 1,-1/r7" FLOOR NFPA 72 2013, A.17.7.4.1 DETECTORS SHALL NOT BE LOCATED IN DIRECT AIRFLOW OR CLOSER THAN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. FIRE ALARM - SMOKE & HEAT MOUNTING OTCTAGON II� JUNCTION BOX OR SQUARE JUNCTION BOX FIRE ALARM CONTROL PANEL CONDUIT DEDICATED LOCKED CIRCUIT BREAKER DISTRIBUTION PANEL HC� FIRE ALARM - DCVA TAMPER SWITCHES\ FIRE ALARM - POWER DISCONNECT I� FDC 1/2" FLEX CONDUIT 4S BOX W/ COVER WATERFLOW SWITCH SPRINKLER RISER CHECK VALVE TAMPER SWITCH DRAIN OUTLET OS&Y CONTROL VALVE FIRE ALARM - QS&Y TAMPER GATE VALVE �JJ 1106 54TH AVE E TACOMA, WA 98424 Cf) UJ 0- Zw co N O Z coO W CO U U U) i— 1-- 01,,?. n O cn O W W w D H R cc U (1).N.DD< 1- v J 1— LL ISSUE LOG: DESCRIPTION F— Z W CONSTRUCTION SET DRAWN BY: SCOTT JERKE ISSUE DATE: 1/18/18 PROJECT #: FA17139 SYSTEM: FIRE ALARM SHEET: PRODUCT TYPICALS FA601 CAS PRODUCT DATA SHEETS FIRE SYSTEM ACCESSORY; ACCESSORY 5499 Distributed Power Module 5499 Distributed Power Module The NAC expander that packs quite a combination punch, a whopping nine amps and built-in synchronization for appliances x > The 5499 Distributed Power Module by Silent Knight is the most-powerful and cost-effective power supply available today. It delivers 9 amps of notification appliance circuit power and built-in synchronization for appliances from System Sensore, AMSECO, Faraday, Gentexo, and Wheelock'' - what you need to drive power-hungry components like ADA notification appliances. The 5499's advanced microprocessor design is years ahead of the competition. Its switch mode power supply design is up to 50% more efficient than competitive linear mode power supplies. And, ADA retrofits are easier and less expensive with the 5499 because it integrates into current systems without the costly investment In new components. For the most sophisticated and cost-effective notification power supply available, you need the 5499. Call Silent Knight today for more information at 1-800-446-6444. Description The 5499 is a 9 amp notification power expander that provides its own AC power connection, battery charging circuit, and backup battery for use with fire and security controls that have 9-32 VDC outputs, such as the Silent Knight Model 5208 Fire Control/Communicator. The 5499 is the cost-effective solution for powering notification appliances required by the Americans with Disabilities Act (ADA). The 5499 has built-in ANSI cadence pattem, which can upgrade older control panels that lack cadence capability. Features • UL Listed for 9 amps of notification power • Built-in synchronization for appliances from System Sensor®, AMSECO, Faraday, Gentex®, and Wheelock® • Power supply's advanced switch mode design reduces damaging heat and manages power up to 50% more efficiently than other systems • Dip switches allow for easy reconfiguration • 24 VDC filtered output voltage • Four power -limited notification outputs; 2 Class A (Style Z) or 4 Class B (Style Y), or 1 Class A and 2 Class 8 • Additional continuous auxiliary output • 3 amps per output circuit • 2 inputs; 2 Class B (Style 8) or 2 Class A (Style D) • Ground fault detector/indicator • Independent trouble relay • AC loss delay option shuts off power to non-essential high -current accessories like magnetic door holders • Stand alone operation. • Lightweight design adds to ease of installation and reduces shipping costs • Operates with most polarized, UL Listed notification devices • ANSI Cadence pattern output capability built-in Connection to Local Fire Control Firepower 5499 may be connected to a local fire control which utilizes Class A or Class B type notification circuits operating between 9 and 32 VDC. The control panel's notification circuit is connected to one of the inputs on the 5499. The control panel's notification circuit end -of -line resistor is also connected across two terminals on the Firepower 5499, which provides supervision between the 5499 and the fire control panel. Polarized audible and/or visual notification devices are then connected to the 5499 signal circuits using the 4.7kW end -of -line resistors provided. Since the 5499 draws very little power from the control, It is possible to connect one Firepower Supervision The 5499 supervises a variety of functions including: • Low AC power. • Low battery condition. • Earth ground fault. • Auxiliary output power limit condition. • EOL supervision trouble or power limited condition at an output. When a trouble condition occurs, Firepower 5499 creates a trouble condition on the host control signal circuits to which it is connected. Firepower 5499 still maintains the ability to be activated by the host control. In addition, the 5499 provides a Form C trouble relay output as an altemative to using the notification circuit trouble. Electrical Specifications AC Input: 120 VAC at 3.6A Output: 24 VDC at 9 A Current Standby: 75 mA Alarm: 205 mA Auxiliary Power Circuit: 1 Notification Circuits: 4 Aux Trouble: Yellow Output Configuration: Output 2 Class A (Style Z) troubles (1-4): Yellow 4 Class B (Style Y) (1 Class A & 2 Class B) Amps Per Output: 3.0 (9.0 amps total) Notification Circuit Output: 20.4 to 27.3 VDC Q 3.0 amps each, 4.7 ko EOL resistor required on each Class B circuit No. of Inputs: 2 Input Configuration: 2 Class 8 (Style Y) or 2 Class A (Style Z) Input Voltage Range: 9 - 32 VDC Battery charging Capacity: 35.0 AH Mechanical Specifications Dimensions: 12.25" W x 16" H x 3" D 30.88 cm W x 40.64 cm 1-1 x 7.62 D cm Operating Temp: 32° to 120° F (0° to 49° C) Humidity: 93% non -condensing max. Indicator Lights AC power on : Green Battery trouble: Yellow Ground fault: Yellow Installation Surface mount Approvals NFPA 72 UL Listed CSFM 7300-0559: 123 MEA 429-92-E Vol. XII Ordering Information 5499 Distributed Power Module Model 5499 Block Diagram 5499 to each notification circuit on the control panel and still provide full supervision of the notification circuits all the way back to the control panel. Signer Circuit Output Wend Circuit Output Distributed Pone/ Module 6409 120 VA Local Fire Control Trouble Output (AI ernetfve tonotlncaten circuit trouble.) This document Is not Intended to be used for Installation purposes. We try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. For more information, contact Silent Knight 7550 Meridian Circle Suite 100, Maple Grove, Mn 55369-4927. Phone: (800) 328-0103, Fax: (763) 493-6475. MADE IN AMERICA FORM# 350396 Rev D 09/06 Copyright ® 2006 Silent Knight by Honeywell 4,, r ,. L -Series Specifications Aionitect/Etioneer,Socineptio g ',. . , . ,,` UL Current Draw Data UL'Max3Strobe'Cdritntt eravi(mA'RMS), , L -Series Dimensions \\V YYY--- Selectable- V ` /9 Indoor Selectable- ,{, and Output Strobes Horn Strobes for Ceiling Applications System Sensor L -Series audible visible notification products are rich with features guaranteed to cut installation times and maximize profits with lower current draw and modem aesthetics. Features The - �- ,.,ffi r l System r' , �"rr''T "F 1^ s fl fig" v *1 -,.rS 1 , -"�„� w- Sensor 1. -Series offers the „., ! r"ti. fir` 3 � '. !, most versatile and General L -Series ceiling -mount strobes and horn strobes shall mount to a standard 4 x 4 x 155: inch back box, 4 -inch octagon back box, or double- gang back box. Two -wire products shall also mount to a single -gang 2 x 4 x 17/8 -inch back tux. A universal mounting plate shall be used for mounting ceiling and wall products. The notification appliance circuit wiring shall terminate at the universal mounting plate. Also, L -Series products, when used with the Sync•Circuit" Module accessory. shall be powered from a non -coded notification appliance circuit output and shall operate on a nominal 12 or 24 volts. When used with the Sync•Circuit Module, 12 -volt -rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts; 24 -volt -rated notification appliance circuit outputs shall operate between 16.5 and 33 volts, Indoor L -Series products shall operate between 2 n 12 degrees r r p P 3 and 0 d gees f ora a regulated DC or lull -wave rectified unfiltered pourer supply. Ceiling strobes and horn strobes shall have tieltl-selectable candela settings Including 15, 30, 75, 95, 715, 150, and 177. Strobe The strobe shall be a System Sensor L -Series Model stet to UL 1971 and shall b0 approved for fico protective service. The strobe shall be wired as a pnmary•signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage fango. The strobe light shall consist of a xenon flash tubo and associated Ions/reflector system. Hom Strobe Combination The horn strobe shall be a System Sensor LSeries Model _listed to UL 1971 and UL 464 and shall bo approved for tiro protective service. The horn strobe shall be wired as a primary -signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances, flashing at 1 Hz over the strobe's entire operating voltage range. The strobe light shall consist of a xenon flash tube and associated lens/reflector system. The horn shall have two audibility options and an option to switch between a temporal three pattern and a non -temporal (continuous) pattern. These options are set by a mullip7o pos'rlro+t switch. The horn on horn strobe models shall operate on a coded or non -coded power supply. Synchronization Module The module shall be a System Sensor Sync•Circuit model MDL3 listed to UL 464 and shall be approved for tire protective service. The module shall synchronize LSeries strobes at 1 Hz and horns at temporal three, Also, while operating the strobes, the module shall silence the horns on horn strobe models over a single pair of wires. The module shall mount to a 411/16 x 4 11/16 x 2 1/8 -inch back box. The module shall also 8-17.5 Volts 16-33 Volts 2.47 1,37 Candela DC DC FWR y, a g3 __ r I • S' 6.92 -� t""' 2.50 - .+r 15 87 41 60 30 ::153 63 86 75 N/A 111 142 - 9 7 M Ori + 7s• - -& u5 \ \\-----0,.......") f, " I r o O o - s o O o S"- 95 N/A 134 164 115 N/A 58 191 150 'N/A ' 189 228 177 N/A 226 264 Mriz):Cdrrentllr$td€;(i7SARMS};2-W(t`0*tjcifl+r`SffobB 8.17.5 Volts 16-33 Volts R1r+w r` DC Input 15cd - 30cd 15cd 30cd 75cd 95cd 115cd 15ocd 177cd Temporal High 103 : 167 71 90 143 165 187 217 254 Ceiling L -Series ■:i II �-- .: / m mor m � Mount Hom Ordering Ce01ng-Mount y� \ / F , ;� " - •-"' • Itfl ■ .f 4 59:4103911 - Strobes with Ceiling Information r�1 .,' ' I Horn Strokes - .. ,• 4 \ . \ Surface /V,len •,1 , `s-' • z�- w; 4 :- ^Ye;rt _- Mount Back Ceiling Surface Maant Back ; Box Box Temporal Low 96 165 54 71 137 161 185 211 249 Non -Temporal High 106 173 71 90 141 165 187 230 273 Non-Temportal Low 95 166 54 71 124 161 170 216 258 3.1KTemporal High 111 164 69 94 147 163 184 229 257 3.1K Temporal Low 103 163 54 88 143 155 185 212 252 3.1K Non -Temporal High 111 172. 69 94 144 164 202 229 271 3.1K Non -Temporal Low 103 169 54 88 131 155 187 217 259 16-33 Volts FWR Input 15cd 30cd 75cd 95cd 115cd 150cd 177cd Temporal High 107 135 179 198 223 254 288 easy -lo -use line of horns, strobes, and horn strobes in the Industry with lower current draws and modern aesthetics. With white and red • Tamper-resistant construction plastic housings, wall and ceiling mounting options, System Sensor • Automatic selection of 12- or 24.voll operation L -Series can meet virtually any application requirement. control two Style Y (class B) circuits or one Style Z (class A) circuit. The module shall synchronize multiple zones- Daisy chaining two or more modules together will synchronize all the zones they control. The module shall not operate on a coded power supply' i - - P.fydicatlElet.�{rtial;S(3eelffCatlph ^ .. ;; Standard Operating Temperature 32°F to 120°F (0°C to 49'C) Temporal Low 70 101 151 172 199 229 262 Non -Temporal High 107 . 135 179 198 223 254 286 Non -Tem tat Low 78 101 151 172 199 229 262 p°' 3.1K Temporal High 108 135 179 200 225 255 289 3.1K Temporal Low 79 101 150 171 196®' 229 260 at 15 and 30 candela HumidityRange 9 70 to 93% non -condensing 3.1K Non -Temporal High 108 135 179 200 225 255 289 The entire L -Series product line of ceiling -mount strobes and horn • Field -selectable candela settings on ceiling units: Strobe Flash Rate 1 flash d per second strobes include a variety of features that increase their application 15, 30, 7 5, 95, 115, 150, and 177 Nominal Voltage Regulated 12 VDC or regulated 24 DC/FWR' 3.1K Non -Temporal Low 79 101 150 171 196 229 260 Horn Strobe Tones and Sound Output Data Horn lindtlaYd'Sttobij,;q(itpiit'(dBAf � versatility while simplifying installation. All devices feature a plug-in Operating Voltage Rangoz 8 to 17.5 V (12 V nominal) or 16 to 33 V (24 V nominal) • Horn rated a188. dBA at 16 volts design with minimal intrusion into the back box, making installations Operating Voltage Range (MDL3) 8.5 to 17.5V (12 V nominal) or 16.510 3,3 V (24V nominal) • Rotary switch for horn tone and two volume selections (asp and foolproof while virtually eliminating costly and time- Input Terminal Wire Gauge 12 to 18 AWG 8-17.5 16-33 Volts Volts consuming ground faults. • Universal for Ceiling -Mount Dimensions (including lens) 6.8' diameter x 2.5' high (173 mm diameter x 64 mm high) mounting plate ceiling units • Mounting plate shorting spring feature checks wiring continuity To further simplify installation, the L -Series utilizes a universal Ceiling -Mount Surface Mount Back Box Skirt Dimensions 6.9' diameter x 3.4' high (175 mm diameter x 86 mm high) (SBBCRL, SBBCWL) Switch Position Sound.pattem dB DC OC FWR 1 Temporal High 84 89 89 before device installation mounting plate so installers can mount them to a wide array o1 back • Electrically Compatible with legacy SpeclrAlert and SpectrAlert boxes. With an onboard shorting spring, installers can test wiring1. Advance devices continuity before the device is installed. • Compatible with MDL3 sync module Installers can also easily adapt devices to a suit a wide range of • Listed for ceilingmounting only 9 y application requirements using field -selectable candela settings,-® automatic selection of 12- or 24 -volt operation, and a rotary switch for horn tones with two volume selections. Agency Listings Notes: Full Wave Rectified (FWR) voltage is a non-regulated, time -varying power source that is used on some power supply and panel outputs. 2. P, 5, PC, and SC products will operate at 12 V nominal only for 15 and 30 cd. 2 .'Temporal Low 75 83 83 3 ;Non -Temporal-: High 85 90 90 4 Non Temporal Low 76 84 84 vs z - _- -- Model pd§c(lptit41Z j.._ - .: pni ,. �..: a .M +. �,. f4y 4./136Sddpttof M 5 3,1 KHz Temporal High 83 88 8g 0 Ceiling Hom Strobes Ceiling Strobes 6 3.1'KHz Temporal Low 76 82 82 PC214L 2 -Wire, Horn Strobe, Red SCRL Strobe. Red 3.1 KHz Non•Temporal High 84 89 89 PC2WL 2 -Wire, Horn Strobe, White SCWL Strobe, While 8 3.1 KI lz Non -.Temporal Low 77 83 83 SCWL-CLR-ALERT Strobe, While, ALERT ADS. Accessories TRC -2 Universal Ceiling Trim Ring Red TRC -2W Universal Ceiling Trim Ring White SBBCRL Ceiling Surface Mount Back Box, Red SBBCWL Ceiling Surface Mount Back Box, White SIGNALING UL ® (' y1. LISTED - Sul? �.mved°v-ed rt15�1(51 r6M ..e0n ,>�a�i+fmwAa rUYlf:}YSIQ ora aeoxer `` vi(`� SYSTEM p� �`` ��d V��R" 382.5 Ohio Avenue • SL Charles, IL 60174 n«,.,.n•-rr:,w°,,,:..e,ue r. ,.a.,.w,,,s„,„,,,.,,, aa., '�t Phone: 800-SENSOR2 • Fax: 630-377-6495""^1Y°•"°"•*�•^'^aovw>...,v„+•„a,:,e°,e AVeSKAGf• IRE SYSTEMS INC. 1106 54TH AVE E TACOMA, WA 98424 o (r) cco corn T co rn M 1- M w 0 z U (/) w w ISSUE LOG: DESCRIPTION i - z w CONSTRUCTION SET BY: SCOTT JERKE DATE: 1/18/18 #: FA17139 DRAWN ISSUE PROJECT SYSTEM: FIRE ALARM SHEET: PRODUCT DATA SHEETS FA901 D SKN II; G (0 FINISHED FLOOR Th\ 1 z 2 0 co LENS SIDEWALL r I Project Values: -- Project Name: Project ID: Prepared By: Date: IJAMBA JUICE AT S. CENTER I IFA7157 ILEON PARKS 10/22/2007 Print Circuits Detail by Hours:l Alarm Mira: Derating Factor J 1.2 I Voltage Drool/Yarning Threshold % 5499 (1) Panel ID:15499(1) Location: Qty Device Current Draw Each Current Draw Total Standby Alarm Standby, Alarm Silent Knight 5499 Power Expander Mac Circuit Current: 3 Amps 24 VDC Max Panel Current: 9Amps ` I Model: (SUITE 108 I Volts: Ckt.# Circuit Neme Current Draw Wire AWG Ohms Per Length(ft) ,.. Actual, Volts (@ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms : EOL 1 5499(1) Circuit cfg. 0.000 0.852 #14 Sold J 2.52 240 1.21 19,37 5.05% 2 5499(1) Circuit 2 cfg. 0,000 0,818 *14 Sold 2.52 130 0.66 19.86 2.63% 3 5499(1) Circuit cfg. 0.000 0.728 *14Sold zi 2.52 170 086 19.78 3.06% 4 5499(1) Circuit 4 cfg. 0.000 0.000 012 Sold .i 1.59 0.00 20.40. 0.00% Aux 5499(1) Aux Power Out erg. 0.000 0.000 .12 sold .. ' 1.59 0.00. 20.40 - 0.00% 5499 5499 Power Expander 0,075 0.205 2398 (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 2603 Total Alarm Current (Amps) A Top A 1 Standby Time In Hours 24 0.083 Alarm Time in Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.217 Total Alarm AH Required Total Combined AH Required _ 2.02 Wre resistances are based upon an ambient tenperature Because of the nininel difference between solid and was nude. of 72 degrees F. stranded wire no differential Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.42 Project Inforrmton Print Circuits Detail Protect Name: JAMBA JUICE AT S. CENTER Prepared By: LEON PARKS Project ID: FA7157 Date: 10/22/2007 Ckt. Number 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby, Alarm 3 SR/15 1r 0.000 0.068 0.000 0.198 2 PC2R/115 w 0.000 0.218 0.000 0.436 1 P2R/115 0.000 0.218 0.000 0.218 Unused 0.000 0.000 0.000 0.000. 7 0.000 0.000 < Retum To Power SUDDIv Confia 1 Edit Device Datahasa I Totals 0.000 0.852 Ckt. Number. 2 Ckt. Name: 5499(1) Circuit 2 Qty Device 10 SR/15 . Panel ID: 5499(1) Max Circuit Current: 3 Amps Current Draw Each Standby Alarm 000 Current Draw Total Standby Alarm 0.860 SR/75 0.000 0.158 0.000, 0.158 SR/30 0.094 0.000 SR/15 0.000 0.068 0.0 0.000. 0.000 < Retum To Power Supply Config l Edit Device Database Ckt. Number 3 Ckt. Name:5499(1) Circuit 3 Device 2 SR/15 Totals Panel iD: 5499(1) ax Circuit Current: 3 Amps M 0.000 0.818 Current Draw Each Current Dn Standby Alarm Standby 0.1 0.0 0.000 Total. Marin 0.132 SR/110 0.202 0.; 2 1 P2R/75 0.000 0.176 o.t 0.176 1 PC2R/115 7 0.000 0.218 0.000•. 0.000 < Return To Power Supply Config I Edit Device Database Totals FIRE ALARM CALC 0.000 0.728 N.T.S. GED OPERATABLE AREA FINISHED FLOOR -� ampl SIDEWALL SPACING DETAILS N.T.S. EXISTING RISER 0'-4" MIN. CEILING ACCEPTABLE HERE NEVER HERE TOP OF DETECTOR ACCEPTABLE HERE NOTE MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 2 SIDEWALL r TO CENTRAL STATION REMOTE ANNUNCIATOR MODEL RA1054 L P #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC ; (DOACATEDCKT.) 120 VAC S (DEDICATEDCKT.) FACP Y/' 01 Farenhyt IFP 100 DUAL UNE IIALER ®SILENT KNIGHT SLC NAC -1 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:011 33:011 33:012 33:013 33:014 33:015 33:016 33:017 © © ® ® m ® m m ® 0 ® ® © © OE #16/2 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:021 33:024 33:023 33:022 33:021 33:020 33:019 33:018 o©©© o o©© o©© v v I NAC -2 110cd .202ma 15cd BATTERY I BATTERY 125.12A" 12V.12N1 F RE ALARM SIGNAL EXPANDER MODEL 5499 NAC -1 #14/2 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 © II 0 © © BELL DO EOL .031ma 95cd .066ma 115cd I NAC -2 15cd .194ma 115cd .218ma 185cd I NAC -3 15cd 15cd .066ma ,066ma 115cd .218ma 185cd .297ma 115cd I NA0-4 .218ma .297ma 185cd .218ma 75cd BATTERY 1 BATTERY 125-7911 125-70.11 #14/2 .176ma .066ma 75cd 75cd EOL .176ma .176ma 185cd 95cd CIS .297ma .194ma 185cd 185cd EOL .297ma .297ma .297ma 75cd EOL .176ma 120 VAC S (DEDICATED CKT) 15cd 15cd El .066ma .066ma r 185cd EOL .297ma C a 33:050 33:049 33:048 fit D D L FRE ALARM SIGNAL EXPAIIDER#2 Tru,• MODEL 545 I NAC -1 15cd I NAC -2 15cd .066ma 15cd 1 NAC -3 15cd .066ma 15cd .066ma NAC -4 115cd .218ma .066ma 185cd .066ma 15cd .066ma 75cd .265ma 15cd .066ma .176ma 15cd .066ma 185cd EOL CIRCUIT 1 15cd .066ma .265ma 15cd .066ma .066ma 15cd 15cd 15cd 75cd .066ma .086ma .066ma .176ma 15cd 15cd BATTERY BATTERY 12V-7AH 125-7.N1 #14/2 L. J FIRE ALARM RISER N.T.S. 110cd 75cd .066ma .202ma .176ma EOL CIRCUIT 2 J SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES TO THE EXISTING FIRE SIGNAL EXPANDER FOR THE PURPOSE OF TENANT IMPROVEMENT. GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRIOR TO AHJ TESTS. 3. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH SFSM PROJECT MANAGER. ALL SFSM FIELD SERVICES MUST BE SCHEDULED WITH SFSM PROJECT MANAGER WITH A MINIMUM OF TEN WORKING DAYS ADVANCE NOTICE. 4. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY SFSM ALARM TECHNICIAN. 5. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ'S TESTS. 7. WIRING ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 9. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FIRE ALARM CABLE. 10. VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAL AND ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICES PER ELECTRICAL AND ARCHITECTURAL PLANS. 11. FIELD VERIFY WATERFLOW, SMOKE DAMPERS, AND DUCT DETECTORS LOCATIONS. 12. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL. 13. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36" OF ANY AIR DIFFUSER. 14. WALL MOUNTED AUDIBLENISUAL APPLIANCES SHALL BE MOUNTED IN SUCH THAT THE ENTIRE LENS IS NOT LESS THAN 80" AND NOT GREATER THAN 96" ABOVE THE FINISHED FLOOR. 15. THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL BE NOT LESS THAN 31/2 FT. AND NOT MORE THEN 41/2 FT. ABOVE THE FINISHED FLOOR. 16. NO DETECTOR SHALL BE INSTALLED UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A TIME AND MATERIAL BASIS. 17. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. B) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATIONS ON DUTY AT ALL TIMES. C) AN ENGINE -DRIVEN GENERATOR OR EQUIVALENT ARRANGED FOR CONGENERATION WITH COMMERCIAL LIGHT AND POWER WHERE A PERSON SPECIFICALLY TRAINED IN ITS OPERATION IS ON DUTY AT ALL TIMES. 18. 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 SFSM ALARM FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP AND CHECKOUT. 19. 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. 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 TIED TO GROUND ONLY AT THE FACP. 1 b a Q ACCEPTED Wthout Comment* 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 riot authorize violations of adopted -stanaaras and orn:nances. The responsibility for the adequacy of d sij.n rests totally with the designer. Additions, d=oiritions or r=.visions to these drawings atter this date will vokJ tni.A,arce tanc e 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: /O/2`,f/0 7 By: A-1471 ,371 f 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. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. i1 .riUKWILA FIRE DEPARTMEM Please call: 575.4407,x4." and give this job No.Z)-F-`1( and exact address for shut+ Qown or restoration apbrovot FILE CO Y PAiD OCT 23 2007 Tukwila Fire Z 1 Sti PARCEL# 2623049117 z 0 W cc z O 0 1/) W 0 0 1- 0 2 M -J CC 0_ z 0 w J CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH z 0 cc o L_ N (/) co z Q o co Uw XQo -J 2 >NW PROJECT MANAGER : RALPH MILLESON LO 03 T dN' W Z 0 0 w Z LL rZ 0 c`i N CO 0) Ch N co co CO CV 0) CV fn cc W W o Z Oo- Cn OC ~eco z U a) Qog 2lo T I - DESIGNER: LEON PARKS DATE: 10/22/07 AHJ TUKWILA JOB # FA7157 SHEET FA1OF2 -44K J11U 11 110111 1011 1UUlI 0711 1 I n i 101111 IU111111UUJ1 WM FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WARNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE STROBE 3 SR SYSTEM SENSOR Z( ( HORN -STROBE 1 P2R SYSTEM SENSOR 0 CEILING MOUNTED HORN -STROBE 1 PC2R SYSTEM SENSOR FIRE ALARM LEGEND N.T.S. 0 Hi 4 0 0 Tj1[p i I.111l11L (1117-711111-111T ILIII 1111111110 11 11 111111 111 A J.0.1,11 111111 IJ 11 I L ELEVATION VIEW SERVICE AREA 02 C2 11►Imn fpr LILJJJJ I I I Il1JI1��IIJIIIjJ1=DIfliTirrIETLujiiIIILIIITSO I I II DTI[Ij 1111111 11 11111111/1 N ,,Ocd J BACK AREA 0 jos BATH 1 04 1 5cd BATH 04 L 75cd EOL COOLER FIRE ALARM PLAN ED 0 8 16 SCALE 1/811=11-0" PARCEL# 2623049117 REVISIONS DESCRIPTION O z LEON PARKS LEVEL 3 # 111766 CERTIFICATE OF COMPETANCY STAMP CONTRACT WITH Z 0 U CC O N (/) co o co Uwe X0 J Om z �� .4r NE) � PROJECT MANAGER : RALPH MILLESON CO00 r r N. � Cfi N. N. LO LC) ...▪ ... .. ..x. LU 0 L W 0 0 - W 0_ 1— c w a_ C/) C.> J O CD wCD cn �r z1�g� -a co >< cna�0 w • z cn CC/) CO • 0W U • *-• CC T I— M 11• LL z 0 u) tftt FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 cc Lu W o 0 I-- O o- cc W CO Q Z WV0) UQ <C CCO 0 _ 22 Q -3r I - DESIGNER: LEON PARKS DATE: 10/22/07 AHJ TUKWILA JOB # FA7157 SHEET# FA OF O 9 4 4 HANGER LEGEND T I V. 0 DII I01I 10(1 1CII ( __X__ 1011 -- 11 _ - VERIZON 0 16 0 5"X1"STRAP (TIP 17) CD I' i •,i: 32G 4N 1 1 N • 32G 4N 13K 'STIE3LE CANOPY! HYDRAULICALLY MOST -DEMANDING AREA: SYS# 1 DENSRY: 0.20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 461.31 GPM AT 125.41 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) SPRINKLER PLAN 0 4 6 SCALE 1/4'=1'-0- SPRINKLER LEGEND I N.A.S. NONCOMBUSTIBLE C ABBREVIATIONS SYMBOL LEGEND r METAL DECK (4) #10 SHEET AFCON FIG. 610 METAL SCREW 3/8' CEIUNG PLATE 3/0' ATR 6- HANGER RING HANGER DETAIL 'CF' NEW STRAP TEE EXISTING - BRANCHJNE 1" ELBOW - / 1(0-3), U.N.O. 1" ELBOW 1X10-6 TOE, U.N.O. STANDARD FLEX DROP FLEX DROP DETAIL '50' 0 d INFORMATION IN STATIC 1 150 PSI RESIDUAL 20 PSI FLOWING 7,474 GPM LOCATION OF 1 1 SOUTHCENTER BLVD AND MINKER DATA SUPPLIED Y CITY OF TUKWILA EIEV. OF FLOW ■■q ST: 20-0' (SAME AS SITE) 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 subj&L,t to errors and omissions which do not authorize violations of adopted standards and oromances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thid,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. dt$ 0 7 By: / J� REVISIONS oriatzusemaissersza CEILING FLANGE, SEE DETAIL THIS SHEET SYM • • MANUFACTURER TYCO RELIABLE S.I.N. TY6237 R3615 TYPE SSP SSP MODEL EC -14 FIFR 67011101 CHROME CHROME CHROME CHROME 614 1/2 3/4 1/2 155 155 °14 3 TOTAL THIS SHEET 17 AFF BOB BOD 801 BOP BOT CTS FO IFOW OFD/ NAS UNO ABOVE FN.SHED FLOG BOTTOM OF BEAM BOTTOM OF DEC( BOTTOM OF JOST BOTTOM OF RRLN BOTTOM OF TRU55 CUT 10 BUTT FELD ORDER INSOE FACE OF WALL OUTSOE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTIERWSE BOD 0 III -II- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO DATE BY REASON FOR REVISION CONTRACT WRH IUKWILA FIRE DEPARTMEft1 Please call: 575.4402 •-- and give this job No. O7 -S~ 2`07 and exact address for shut. ;sown or restoration arorovaVl WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : LESHYA WIG PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT: GEORGE FEARS PHONE : 360-701-1210 FAX : GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (111) WHICH ARE FLEXIBLE TYPE, 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER - END PREP TYPES ALLOWED WEIGHT OF WATER/Pin CAPACITY IN wuDNS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 1 1/4 SUPER-FLO - 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN ENO (FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR WELDING) 3.456 0.202 2 1/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (FOR BUTT MIMING) 6.526 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 17.300 1.144 8 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 °f 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA # 13 - SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ---ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA ---PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. PIPING LEGEND EXISTING PIPING NEW PIPING FITTER / LISTER NOTES 1. ALL HANGERS TO BE 8.5CF 2, ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE ALL EXISTING HEADS AND REPLACE WITH Y2 PLUGS. (32 TOTAL) 4. ALL EC SPP'S TO BE SPACED AT 18' X 18' MAX, UNO. FLEX DROP LEGEND • 4'-0" LONG FLEX DROP • 5'-0° LONG FLEX DROP Oc 6-0° LONG FLEX DROP 50% REDUCED PRINTS FILE WET SYSTEM NO. 1 AREA DESCRIPTION RETAIL TOTAL: AREA SQ. FOOTAGE 3,430 NUMBER OF SPRINKLERS 17 3,430 17 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 461.31 GPM AT 125.41 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 711.31 GPM AT 131.08 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) CEAIIFICATE OF COMPETENCY STAMP KEY PLAN VERIZON TI 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926.1880 FAX: ( 253) 926- 2350 VERIZON TI @ SOUTHCENTER SQUARE BUILDING N 17100 #116 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. J. DELVO 8/20/07 1 OF 1 TI7165 a HANGER LEGEND AT I6' 0.C. --EDF -I 1- - D) 32C 4N 11K 52C 4N "13K ID) IDI: - JI. ISTIBLE CANOPY; HYDRAULICALLY MOST -DEMANDING ZREk SYS# 1 DENSITY: 020 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 574.40 GPM AT 127.58 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) SPRINKLER PLAN IT 0 4 8 SCALE 1/4'-1,0' SPRINKLER LEGEND N.A.S. NONCOMBUSTIBLE C ABBREVIATIONS SYMBOL LEGEND METAL DECK f 1 (4) 1910 SHEET -" METAL SCREW AFCON FIG. 810 3/8' CEILING PLATE -- 3/8' ATR ---HANGER RING HANGER DETAIL 'CF' NEW STRAP TEE EXISTING - BRANCHUNE /- 1(0-3), U.N.O. 1° ELBOW 0:1111111111: 1'I ELBOW 1X10-6 TOE, U.N.O. STANDARD FLEX DROP FLEX DROP DETAIL '50' ruKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No.07�s-aC7 nd exact address for shut. cown or restoration approval REVISIONS WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATA SUPPUED BY ELEV. OF FLOW TEST: CF CEIUNG FLANGE, SEE DETAIL THIS SHEET SYM 0 MANUFACTURER TYCO RELIABLE 0 RELIABLE S.I.N. TY6237 R3815 R1715 TYPE SSP SSP SSP MODEL keE atontnv EC -14 FIFR F1 CHROME CHROME CHROME CHROME CHROME CHROME K14 1/2 1/2 3/4 1/2 1/2 155 155 155 17 3 8 TOTAL THIS SHEET 28 AFF BLE BCC ECU BOP BOT C79 FO MOW OFIY.Y HAS UNO ABOVE RNIBHFD ALM BOTTOM OF BEM BOOON OF DEM BOTTOM OF JOIST BOTTOM OF TURN BOTTOM OF TRI89 GIT TO SUR FEID QUER MCC FACE OF WALL =SCE FAG: OF WNL NO AUTO. SKINGL L5 UNLESS NOT® 01/9.0940 12 BOD 0 III CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEITER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLJNG NO. DATE 11/5/07 BY J.D. REASON FOR REVISION ADDED SOFFITS, WALLS CONTRACT WITH • 160 PSI 20 PSI 7,474 GPM SOUTHCENTF_R BLVD AND MINKER CITY OF TUKWILA 29.0' (SAME AS SILL) WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : LESITYA WIG PHONE : 206-575-2029 FAX : 206-575-6680 SUPERINTENDENT : GEORGE FEARS PHONE : 360-701-1210 FAX: GENERAL NOTES 1. ALL GROOVED COUPUNGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A - 795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED man. OF WATEER/ RFE cw,�cm IN aun S 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLSHED 2.053 0.044 1 1/4 SUPER -FW 0.059 1.542 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOR 8UR WELDING) 3.458 0.202 21/2 SUPER -FTA 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (FOR 811TT WELDING) 6.526 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 9.927 0.773 6 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELLING) 17.300 1.144 8 " 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELLING) 23.030 1.849 8 " 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 40.080 2.78 •' WALL THICKNESS PER NFPA #13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ---ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA ----PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. PIPING LEGEND EXISTING PIPING NEW PIPING FITTER / LISTER NOTES __ 1. ALL HANGERS TO BE 8.5CF 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE ALL EXISTING HEADS AND REPLACE WITH. Yz PLUGS. (32 TOTAL) 4. ALL EC SPP'S TO BE SPACED AT 18' X 18' MAX, UNO. FLEX DROP LEGEND • 4'-0' LONG FLEX DROP • 5'-0" LONG FLEX DROP CO 6'-0' LONG FLEX DROP WET SYSTEM NO. 1 AREA DESCRIPTION RETAIL AREA NUMBER OF SQ. FOOTAGE SPRINKLERS 3,430 28 TOTAL: 3,430 28 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 574.40 GPM AT 127.56 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 824.40 GPM AT 133.61 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) CFHIIFICAIE OF COMPETENCY BUMP KEY PLAN 50% ED CEPt P INTS 0 1 3 VERIZON TI sFs SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMLTHFS1380T Bus: (253) 928-1880 FAX: (253) 828-2350 VERIZON TI @ SOUTHCENTER SQUARE BUILDING N 17100 #116 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER DATE SHEET JOB NO. J. DELVO 8/20/07 1 OF 1 TI7165 REMOTE ANNUNCIATOR TO CENTRAL STATION MODEL RA -1000 1rl1 VOLTAGE DROP NAC# VDC % 16/2 FPLP INITIATING CIRCUIT WIRING @EOL DROP 1 20.26 .69% 2 -- 3 19.00 4 19.60 3.91% FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC S (DEDICATED CKT.) 120 VAC c (DEDICATED CKT.) Farenhyt IFP -100 DUAL LINE DIALER SILENT KNIGHT 1SLC 0 CCE 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 startoaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. ' 'dditikns, deletions or revisions to these drawings atter this date will void thio,acceptance and will require a resubrnittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire,Prevention Bureau. Date: 3 /9-07 By: 4 S1 1 1hs�11 Iocicrov4. device oh FA c; ,req ke 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. WKWILA FIRE DEPARTMENT Please call: 575.4407, and give this .job No. 07- g cgs exac t idress for shuts ).10/I1 '. ;toration approval: 33:001 33:002 33:003 33:004 33:005 33:006 33:007 33:008 33:009 33:010 33:011 33:012 33:013 33:014 33:015 33:016 33:017 NAC -1 #16/2 110cd ® ® ® ® m m ® m m 00000011 BATTERY I BATTERY 12V-12AH 12V-12AH VOLTAGE DROP FSE# VDC % 16/2 FPLP INITIATING CIRCUIT WIRING @EOL DROP 1 18.88 7.46% 2 18.48 9.39% 3 19.00 6.85% 4 19.60 3.91% FIRE ALARM SIGNAL EXPANDER d,c4 MODEL 5499 NAC -1 NAC -2 NAC -3 #14/2 .202ma 115cd r 33:032 33:031 33:030 33:029 33:028 33:027 33:026 33:025 33:024 33:023 33:022 33:021 33:020 33:019 33:018 © © © 0 0 © 0 © © © © © © © 0 33:033 33:034 33:035 33:036 33:037 33:038 33:039 33:040 33:041 33:047 33:046 33:045 33:044 33:043 33:042 © © © © © © © © © © © © © © © BELL EID EOL .031 ma 115cd 115cd .218ma 185cd .218ma 185cd Iry 75cd .218ma 185cd NAC -4 .297ma 115cd .218ma 75cd .297ma 185cd .297ma 185cd #14/2 BATTERY II BATTERY 12V-7AH 12V-7AH RISER DIAGRAM .176ma Ora 75cd EOL .176ma .176ma 185cd EOL .297ma 185cd EOL .297ma .297ma .297ma 75cd EOL .176ma 33:049 33:048 00 FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRING C 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT DETECTOR OR DOOR HOLDER POWER WIRING E AWG-16-THHW FOR DIRECT BURY/WET LOCATION KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC FIRE ALARM CONTROL PANEL 1 IFP -100 FARENHYT WALL TOP @ 66" l FACP I ANNUNCIATOR 1 RA -1000 FARENHYT WALL TOP gee I ANN I /////////////I TRANSMITTER FIELD VERIFY i TRAN I SUBSCRIBER TERMINAL UNIT FIELD VERIFY 1 STU 1 DEI HORN WALL @ 80"-96" MINI -HORN WALL @ 80"-96" HORN -STROBE WALL @ 80"-96" CEI BELL 1 SSM24-10 SYSTEM SENSOR OUTSIDE WALL @ 10 GO BELL -STROBE WEATHER PROOF ON WALL © 10 CHIME FIELD VERIFY c Q SPEAKER WALL @ 90" STROBE 1 SRC SYSTEM SENSOR WALL @ 80"-96" 0 JUNCTION BOX FIELD VERIFY DOOR HOLDER FIELD VERIFY m DOOR STRIKE FIELD VERIFY m MANUAL PULL STATION 22 IDP -PULL -DA FARENHYT WALL @ 48" F O SMOKE DETECTOR ABOVE CEIUNG ABOVE CEILING OR IN DUCT SMOKE DETECTOR 1 IDP -PHOTO FARENHYT CEILING - 3' FROM AIR DEFUSER • SMOKE DETECTOR BELOW FLOOR BELOW FLOOR 135° RATE OF RISE HEAT DETECTOR CEIUNG O 200° RATE OF RISE HEAT DETECTOR CEILING 135° FIXED TEMP HEAT DETECTOR CEIUNG 200° 200° FIXED TEMP HEAT DETECTOR CEIUNG WATERFLOW SWITCH 1 IDP -MONITOR FARENHYT RISER PIPE WF pS PRESSURE SWITCH 1 IDP -MONITOR FARENHYT RISER PIPE TS TAMPER SWITCH 6 IDP -MONITOR FARENHYT GATE VALVE JB JUNCTION BOX ALONGSIDE DEVICE FIELD VERIFY FIRE SIGNAL EXPANDER 1 5499 SILENT KNIGHT WALL TOP gee 1 FSE 1 MONITOR MODULE 18 IDP -MONITOR FARENHYT FIELD VERIFY M CEILING MOUNTED HORN/STROBE 15 PC2R SYSTEM SENSOR CEILING Ii ukWita 'Snuihc8nter_�_Mall� __ 1I ;� •T.reck Dr 17250 5outhcenter,Pkwy, Set:; 17250 Southcenter Pkwy a- Seattle, WA 99186. .. (.0 172ttd St= s 1751h St 172th-st — if BoujLgke I ark i;yalleyJL;dgeParffi„.1�� Copyright -;02005 Microsoft -suppliers 'All rigltts'reserved: 'Sec, General Note. N,P,P,A,12-2002 Edition n,6,5,/ ,„heat -ening fire detector. Shall be located on the ceiling no/ le.. than 100mm (4 in,) from /he sidewall or on the sidewall. between 100mm and 300mm (oin, and 121n,) from /he ceiling, See figure 1=,5,03,1 ,,,moke detector ..'hall be located on the ceiling not le.. than 100mm (4 in,) from a .idewall to /he near edge or, if on a .idewall, between 100mm and 500mm (4in and 121n) down from /he ceiling to the /op of /he detector, See figure 1=,5,73,2,1 3 -Sec, A5,114,1 Detector..hould not be located in a direct airflow or clo.er than 1 m (3 ft) from an air .uppl y diffuser or return air opening, Supply or return .ource. larger than tho.e commonly found in reidential and .mall commercial establishments can require greater clearance to smoke detector., similarly, smoke detector..�hould be located farther away from high velocity air.upplie, 4 -sec, 5,12,4 The operable part of each manual fire alarm box shall be a no/ les. than 1,1m 012 ft,) and no/ more than 137m (41/211J above floor level, figure (,5,12,4 A5 -sec, 15,4 /V all mounted appliance ..hall be mounted such that /he ® entire leni. no/ le.. than 2m (80 in,) and not greater than 2,4m (9% in,) above /he finished floor, See figure F,15,4 A1 6 -Sec, 4,4,1,4,10edicafed branch circuit, A dedicated branch circuit of ® one of /he following .hall .upply primary power (1) Commercial light and power, (2) An engine -driven generator or equivalent in accordance with 4,4,1,9,2, where a peron .specifically /rained in its operation i. on duty at all time., () An engine -driven generator or equivalent arranged for cogeneration with commercial light and power in accordance with 4,4,1,9,2, where a peron .pecifically /rained in it. operation i. on duty a/ all time., Ceiling Acceptable here Note: Measurements shown ere to the closest edge of the detector. 100 mm (41n.) Never here / / / Top of detector / acceptable here / / / / Sldewal x,5,732,1 10 mm (4 In.) rum 300 mm (12 In.) maximum .L 1iix 1 � D MAR 13.2007 Tukwila Fire, ALF//% t' . REVISIONS NO. NO. DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT: PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP SMITH FIRE1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. agrigm TACOMA, WA 98424 • CONTR. REG. NO. SMITHFS946L0 Bus: (253) 926- 1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 1 OF 5 FA7044 I.1,.J .1 Operable R. 1.1 (3r2 minimum 1.37 (4)4 maximum m ft.) m ft.) 12,� /4 Finished floor 4I—Sldewal /////////////I 1iix 1 � D MAR 13.2007 Tukwila Fire, ALF//% t' . REVISIONS NO. NO. DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT: PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP SMITH FIRE1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. agrigm TACOMA, WA 98424 • CONTR. REG. NO. SMITHFS946L0 Bus: (253) 926- 1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 1 OF 5 FA7044 ° a' a' 4 . a ° 4 4 • a a. .4 .4 .4 • . 4 4. 4 4 4 . 4 • 4 4 4 . a • ' • 4 4 • 4 . 4.4. 4:.• 4 4 4 4 a • 4 4 4 a a 4.4 4 a .4 a a '. aa• . 4 4 4 .4 4 a 44 4 4 4 4 33:027 33:028 185cd EOL 75cd EOL 4. 4 .4 4 4 4. o.. 4 4 4 .4 •.4 a. a 4 . a. 4 .4 75cd f n 33:038 cB) 4 4 4 .a a a 4 4 33:030 A 33:031 115cd 4 4. r=ca= Io 185cd a P a 33:037 A 33:036 4 .$ .4 • g .4 .4 4' • . 4 W a d Q 33:032 P A B 115cd QM 33:033 fggg a !� 33:034 185cd 0 P D 33:039 ddn.r. cy e � a 4• .4 4 4 a 4. a • 4 4 4 a 4 4 4 . a •.• 4 33:040 d4 4• 4' 4 4.4 4a . 33:024 •4 4. a Zi M -J U 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 33:041 A 33:042 4. 4 00 0 000 00000000 00000000 00000000 00000000 00o0o0oC 00000000 d 4 a A• 4 4 a .•4 .4 4 . 4 • a, 4 d' A '4 4. 4 4 d . • 4 .4 4 • d 4 A 1 1 1 w Z J U 2 1 33:023 SOUTHCENTER SQUARE BLDG. N 1 /8" =1 '-0" N REVISIONS NO. DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT : PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP Ty SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. jasr srm TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 2 OF 5 FA7044 i - a a° SOUTHCENTER SQUARE BLDG. N 1/8"=1'-0" N REVISIONS NO. DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT: PHONE: FAX : AsEM ► SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. CERTIFICATE OF COMPETANCY STAMP R.GROULEFF 3/7/07 3 OF 5 FA7044 SECTION L—L IIIWIWWI➢111 I4- 11 ununu11mq •mnuu Humr lin m� 111 VIIIIIIIIIIIIIII • MOM I, • .:. -11=:a=a=n. -11=11=11.=11=11-11__:1 11= .-. - 4=11 11 1A1=11.=11= I11=1x11.=" 1111111111111111111 o Ill1111IIul111111 uummuuunu IiIIu IIIIII IIIhu 1II I I III 1111111 =— ---= n ^_.,C, ===a- _____. ___■ --� ---- 1111LIWIMIli •111•111111111.11111111111.11M Zillt 91115 , 1111111111:=1": 1111•111•11 IIII■ — -- „I,■=P=— ■■II■---- 1 I■111111111.n1111u11uuluuiuu11uu1111111ulluuuu111111u1 111111111.111111 , i , IIIlilll 4, „ I{1 ..,,,,,,,, I uuuuu11nuuuuunnuuuuun11nnnum , 11111111111111111111111111111111 ----- IIIIIIIIIIIIIIII IIII 1111111 III nlll�ll®111,.._®� ®� 1111111111111111111111111 IIIIIIIIIIII lbwIIIIIIIIIIII war'1111111111 111111111.111111 n_ • —3 1111111111 1111111111 1111111111 01{11NIM MVO marar parr usas .1.112 ROM SU f.alllaA M lrtl7l�- 140 sf 1 L 1 iIIIIIHhlft 111 111111111111111111 111111111111111111111 1,11111111 .11111111111111111111 111111111111111111111 1111111111 1111111111111111111111111111111 in I IIIIIII1111111111 REVISIONS NO. DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT : PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. is, Erm TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 - 1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 4 OF 5 FA7044 1111111111111111111111111111111 IIIDIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllli 1111.... 1111_ • ....... 1111111111 n n n n I■■■II■■II■■■5LIIII.-. -- imii---I■■■.■■•■I■■1=—= ■■ ■■II■IIII---�—_ in ■■unm --■■■■�■■■■--- =._,_ b IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111 11111111111111 � 1111111 _ 'IP' ■i■■III�IIIII�IIA�III III IIIIIIIII R1�IIIIIIR71�1111{i`4'flunm nuunu�11 nnnnunnnu nunnlnnlnwnlnnl • 1111111111111111111 111 — 111111111111111 1E111111111N MIMIM6' Ad MI \MI 11111111 oneo:�l�'�eiNiiiiiill! .. —.1■.. �1111111111111111� ■ ■■ ■■ ■■ ■■ ■■ ■ ■.■■ ■■ I J ....III.. ■■ ■■ ■■ ■■ ■•111.111■ ■ ■ �I111111■•■ ■; iiia 111111111 i1■\ 11111111111111111 11111111111111111111111111 IIIIIIIMMEIMESSINII INIMIORMIIIIIIIIIII _ 11111111111111111111111111111111111111111 n T 11 n i EIMER MIME 11111111111 111111-■ I II ■ 111111111111111.: 11111111/11.1111 11111111111 11111111111111111 imiumn ■■■■I A IIlf 1111111111111111111111 I I I 111 I I I I I I I E�?!Ne 11111111111111111111111111 11111111111111111111 11111111111 1111111111 1 1 1111111 \1■1!1.111111 -I ■11■111111■11■II_ —dm ■■■■■■■■■■ ■ _1111 _. - I 1111 ■■ 1111 -III, 1 Ernimmum I ■■■■■■■■■■■■....IJ.■1111 L ll ■■■■■■■■■■ ■ 111111111111.1111111111111111111 I11111111111111111111111111111111 „ I I IIIIIInjII■, II MI Nousm _- WI 111111111.��. 11111=11�11�11111111111111111 n n 1111111111RI11111111 1111_ —�— --�_ ==-- 1 ■11■IIIIIII■11 ■III II■11■111111■11.11 ,■"■"■"■' 1■' 111 1111 I 1111111111 I 1■11■1 IIIIIIIIIIIIIIII1111 .-..■I■.. 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DATE BY REASON FOR REVISION PARCEL# 2623049081 QUALITY CONTROL BY: DATE: CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 PROJECT MANAGER : LESITYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT : PHONE : FAX : CERTIFICATE OF COMPETANCY STAMP Er srm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. N 17100 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 5 OF 5 FA7044 N.A.S. NONCOMBUSTIBLE CANOPY 0 0 i 30 60D II BUILDING S CORRIDORS ID 0 6 12 SCALE 3/16•=1'-0' N.A.S. NONCOMBUSTIBLE CANOPY r 1 • 1 36G 5N 91< 11 11 20-2, AFF 36G 5N 13K CORRIDOR 0 8.5C' '.'11`11 HANGER LEGEND BUILDING N CORRIDOR N i) 0 B 12 SCALE 3/16°=1'-0• - i011---1 IGii-, - Hon 1101 1011 SPRINKLER LEGEND - 1.5 1.5' 1.5' FITTER / LISTER NOTES 1. ALL HANGERS TO BE 6.5CF ABBREVIATIONS SYMBOL LEGEND (4) #10 SHEET - METAL SCREW 22 GA. METAL DECK AFCON FIG. 810 3/8' CEIUNG PLATE 3/8' ATR HANGER RING HANGER DETAIL 'CF' REVISIONS CEIUNG FLANGE, SEE DETAIL THIS SHEET SYM MANUFACTURER S.I.N. TYPE MODEL 0 RELIABLE R1725 SSU F1 BRZ 5.6K 1/2 155° 5 TOTAL THIS SHEET AFF BOB BOD BOJ BOP BOT C15 FO EON OFON NAS UNO ABOVE FIN5HED FLOOI1 BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOST BOTTOM OF PUR N BOTTOM OF TRUSS CUT TO SUR FELD C110ER INS CE FACE OF WALL OLRSCE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTNERW59 - 12 80D 0 III - 11- CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING NO. DATE BY REASON FOR REVISION h 17/avG/ CONTRACT WITH GENERAL NOTES 1. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED (III) WHICH ARE FLEXIBLE TYPE. 2. ALL STEEL PIPE TO BE AS FOLLOWS. STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED WEIGHT OF WAWA PIPE CAPACITY IN ONIONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED. PLAIN END. POLISHED 2.053 0.044 1 1/4 SUPER-FLO 0.059 1.542 ROLL GROOVED, POLISHED. PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 1/2 SUPER-FLO 0.074 1.752 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 3.456 0.202 21/2 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR WIT WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 6.526 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 17.300 1.144 6 f1 0.134 6.357 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 23.030 1.649 8 •* 0.188 8.249 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 40.080 2.78 •• WALL THICKNESS PER NFPA # 13 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE FIRE PROTECTION SYSTEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. ALL WORK WILL BE PER NFPA 13 AND THE CITY OF TUKWILA. CLARIFICATIONS ALL AREAS PROTECTED BY THE WET SPRINKLER SYSTEM MUST BE MAINTAINED BY OTHERS AT A MINIMUM 40° F. TO PREVENT FREEZING. EXCLUSIONS ---ALARM WORK OR ELECTRICAL WIRING DESIGN CRITERIA --PER NFPA # 13 (2007 EDITION) AND THE CITY OF TUKWILA. SHELL DESIGN DENSITY: .20 GPM OVER 1500 SQ. FT. NEW DESIGN DENSITY: .15 GPM OVER THE LARGEST CORRIDOR NEW DENSITY IS LESS DEMANDING THAN EXISTING SYSTEM DESIGN - NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY PIPING LEGEND - -- EXISTING PIPING NEW PIPING FITTING LEGEND S 1.5" X 1" STRAP TEE ACCEPTE.3.!? VAthout Commenta 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 stanaaras and °ralnances. 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 fietd test and Inspection by The Tukwila Fire, Prevention Bureau. Date: WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : LESITYA WIG PHONE : 425-957-4774 FAX : 425-865-8648 SUPERINTENDENT: GEORGE FEARS PHONE : 360-701-1210 FAX: 24 - By: 512 fUKWILA FIRE DEPARTML Please call: 575.4402 and give this job No. D? -S 213 - and exact address for shut° down or reatoration approvti PAID SEP 16 2007 cI J z w 0 LU ft0 10 0 Tukwila Fire SOUTHCENTER SdUARE CORRIDORS / K 1 CFAfIrIGiE11 QcW!(ENCYSTAMP RISER LOCATION AREA OF WORK BUILDING N 17100 J / AREA OF WORK RISER LOCATION N \ 111 BUILDING 5 17250 KEN' RAN sFs SMITH FIRE SYSTEMS, INC. 1108 541h AVE EAST TACOMA, WA 90424 CONTR. REG. NO. SMITHFS136OT Bus: ( 253) 928-1880 FAX: ( 253) 928-2350 SOUTHCENTER SQUARE CORRIDORS 17100 & 17250 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JUSTIN 1. 9/12/07 1 OF 1 717191