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HomeMy WebLinkAboutPP - 17250 SOUTHCENTER PKWY - SOUTHCENTER SQUARE BLDG S - PERMITS AND PLANS17250 SOUTHCENTER PKWY 19-F-107 19-F-066 19-F-019 17-F-220 17-F-110 16-F-127 16-F-106 15-F-169 14-F-003 12-F-172 11-F-271 10-F-006 08-F-521 08-F-508 08-F-394 08-F-251 08-F-173 08-F-049 08-F-048 ASSOCIATED PERMITS 07-F-278 07-F-209 07-F-180 07-F-165 07-F-067 19-S-185 19-S-029 17-S-215 17-S-068 17-S-055 16-S-115 16-S-114 15-S-160 13-S-303 13-S-091 12-S-173 11-S-270 10-S-258 10-S-240 10-S-002 08-S-514 08-S-510 08-S-055 08-S-046 07-S-218 07-S-205 07-S-179 07-S-174 07-S-061 08-H-505 08-H-423 D18-0364 D18-0274 D17-0256 D17-0121 D16-0349 D16-0300 D16-0085 FILE COPY FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Panera Bread 17250 Southcenter Parkway Suite 152 Permit No.: 07-S-179 Date: July 31, 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: Vacant Tenant Space 17250 Southcenter Pky Suite 148 Permit No.: 10-S-258 Date: November 24, 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: Black Bear Yogurt 17250 Southcenter Py Suite 148 Permit No.: 13-S-091 Date: April 17, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • 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. .r, FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Carters 17250 Southcenter Py Suite 144 Permit No.: 10-S-002 Date: January 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, 2007 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: TH Nail & Spa 17250 Southcenter Parkway Suite 140 Permit No.: 19-S-029 Date: February 25, 2019 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'A 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: Alfred Angelo Bridal 17250 Southcenter Py # 136 Permit No.: 08-S-514 Date: November 25, 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 7-05, 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. • 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: Permit No.: Date: Reviewer: Zoom + Care 17250 Southcenter Parkway Suite 136 19-S-185 September 25, 2019 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. • Weld stamps shall be inspected on the ground, before the pipe is hung. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: What The Pho 17250 Southcenter Py, Suite 132 Permit No.: 08-H-505 Date: November 12, 2008 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. • j LU f 2x16" DUCT 12X16" DUCT % § 2 U2 A 16 FT HOOD ( $ 0 Z 0 0 0 ANSUL 3+3+3 GALLON z ) Z N 0 ABOVE FLOOR 0i }0 tu } GAS SHUTOFF • • e f • • • • e o to \0} X Lu 0 ZO \0} . Plenum nozzle must be located LU X v) N0Q .7 k 0 1-1 § lat 0 « j HOOD IS PROTECTED BY ANSUL 3+3+3 GALLON FIRE SUPPRESSION SYSTEM -_Cff 0 J\w\ \ GAS STOCK § 0 0 ■ \ ' ■ Plenum nozzle must be located } ci \\ §=20 e c 03 0 0 •c \k\k o = f 7003 5>t cgk) 2=tom §20 ■ { � f S2003 _Q O) o 03 E c /jj0 t�$ o et =2_ £-§ j)2 .e c 0 -03 §§E E k72 @c 0 f 0. \$ /\ \e£ •. 0 z e I 0 Without Comment° As Noted In Red Per The Attached Lotter r nese plans hove been reviewed by The Tukwila Fire Prevention Bureau for conformance witri current city standards. Acceptance is subit,�„ t to errors and omissions which do not authorize vitiations of adopted stanaaras and oroinances The responsibility for the adequacy of design rests totally votti trie designer. Additions, deletions or revisions to these drawings atter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. Date: //—/. - U g By: / IUKVVILA NNE DEPART:420i Please call: 575-4407 and give this job No.0 / --5c and exact address for shut. 'own or rest;,rotion approval S • • i iN ©TA T N©TECi 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 advanr of the date you want an inspection. 0 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: What The Pho 17250 Southcenter Py Suite 132 Permit No.: 08-S-510 Date: November 19, 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 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. • Modifications involving 30 or more sprinkler heads require hydrostatic test and system isolation if necessary. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. F t • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Permit No.: Date: Reviewer: Pizza Studio 17250 Southcenter Parkway Suite 148 15-S-160 October 12, 2015 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, 2013 Edition. c? FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: SMCU Southcenter 17250 Southcenter Parkway, Suite 132 Permit No.: 17-S-068 Date: April 10, 2017 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. • Comply with all three comments on BCE plan review letter dated December 27th 2016. • 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 21 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, 2013 Edition. • FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Pearl Vision 17250 Southcenter Parkway, Suite 128 Permit No.: 16-S-114 Date: June 2, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Lane Bryant 17250 Southcenter Parkway Suite 124 Permit No.: 07-S-174 Date: July 25, 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. • 7 b 1 f , FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Best Buy Mobile 17250 Southcenter Py Suite 116 Permit No.: 12-S-173 Date: August 6, 2012 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. /7z.D 3 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Dress Barn 17250 Southcenter Py Suite 112 Permit No.: 07-S-205 Date: August 28, 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: AAA 17250 Southcenter Parkway Suite 112 Permit No.: 17-S-215 Date: November 17, 2017 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 21 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. FILE COPY FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Ihop 17250 Southcenter Py, Suite 104 Permit No.: 08-H-423 Date: August 19, 2008 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. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Medifast 17250 Southcenter Py Suite 100 Permit No.: 13-S-303 Date: December 18, 2013 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: Southcenter Square Building "S" 17250 Southcenter Py Permit No.: 07-S-061 Date: March 5, 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. WASHINGTON SURVEYING & RATING BUREAU 200 1st Avenue West tel 206.217.WSRB Suite 500 fax 206.217.WFAX Seattle, WA 98119 web www.wsrb.com Underwriting Information, Filings, & Property Loss Costs Jose A. Buitrago Senior Field Representative/Plan Review jose.buitrago@wsrb.com (206)-273-7157 February 23, 2007 PLAN SHEETS 1-3 of 3 SUBJECT Southcenter Square — Building S 17200 — Southcenter Parkway Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk: The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau, including tests of the local alarm and main water supply test pipe (2 -inch). All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. A minimum temperature of 40°F must be maintained with a thermostatically controlled heating system in all areas containing wet pipe sprinkler equipment. 1. Provide detailed information regarding location and date of flow test, number and diameters of outlets flowed, pitot pressures, whether or not stream straighteners were used. 2. A density of .20/1,500 is acceptable for Group II occupancy (mercantile). 3. Extend sprinkler protection throughout roof spaces or provide written certification that the roof deck assembly meets specifications of an UL -classified fire -resistive roof assembly design. 4. Hydraulic Calculations should include 100 gpm at the base of the riser (BOR) for inside hose allowance as required per WSRB plus the 250 gpm reserved for outside hose allowance for ordinary hazard occupancies. 5. Provide a variable pressure alarm valve for wet system and outside water motor alarm gong. 6. Provide an outside property indicating control valve (PIV) and wall indicating system control valve (WIV). 7. Provide sleeve with minimum 2 -inch clearance around supply mains through concrete floors and around piping through masonry walls or partitions. 8. Hangers should be installed according to UL listing and as specified by NFPA 13. 9. Extend sprinkler protection to all areas including exterior eaves, soffits, canopies, combustible blind and roof spaces, and to roof skylights. Serving the Property and Casualty Insurance Industry Since 19,1-1' v,J1e',0 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sleep Number 17250 Southcenter Parkway, Suite 100 Permit No.: 16-S-115 Date: June 2, 2016 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 directon 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, 2013 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Southcenter Square 17250 Southcenter Py # 116 Permit No.: 11-S-270 Date: December 7, 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. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 4 Type of Inspection: Address:Contact Suite #: L72S0 SG4A// Person: Special Instructions: A ti, Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: i/ Gd rre-vn Wdu (.0V Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: >/ C3 Date: 05h 9 Hrs.: / . 6 $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 'Die-o3w PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ 111//1/2-Type of Inspection:/ N Address: Suite #: 1 on 7ZSo jpicwy 1't Contact Person: Special Instructions: Phone No.: Approved per applicable codes. KCorrections required prior to approval. COMMENTS: A -1-0M1.- 4/6(1-S �r 4-lfpf-411 M(5-2 fit& QA/ g�67/ / �/ L ;F.-.02_,/- 17 i U Jut,t4(AkemciA^'vte, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: ..---e-I__ ,6%%4('3 Date: v/at, Hrs.: ,'. o $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 I INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PQ •-b 7 ' f -/-d/9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: (tk PA U. t Type of Inspection: 40 9/"? J— Address: Suite #: /7 j 5 prw y 4E/tO Contact Person: `7e/ J n Monitor: Special Instructions: P_ Phone No.: 7-l€- 61,1i- o2(a p I 11- F- o (do Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: lit< Fire Alarm: ,Sy►?1'64 rat SYfiert4 Hood & Duct: t Monitor: Pre -Fire: 7-l€- 61,1i- o2(a p I 11- F- o (do "�,A�� L PJS769 L AV7 r3. ,c,1 i\ka-01/4/r(3-r) r Awl "PjLL S z47ro j Soi- -c - /94, Needs Shift Inspection: Sprinklers: lit< Fire Alarm: ,Sy►?1'64 rat SYfiert4 Hood & Duct: t Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ..foi5u Date:Md f i' Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: N Sprinklers: Type of Inspection: /i Address: Monitor: Contact Person: Suite #: l 2_ SC_"/ly"-- Special Instructions: ittot Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7-A.09(2-6 ye -sr-- toe -s Needs Shiftnspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f-744 c4— Date: 6 /, 2/I , 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 --S --0 2-% PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: l I Cn,( i� t Type of Inspection: C ��— N Address:/Contact Pre -Fire: Person: Suite #: (?zs 6 PIcc Special Instructions: Jkl "P Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: C �G' t�u-✓5 ilspcz-rz' Tye -5 r(u(072-0 (ny aL - 2-t Ke -)4S Needs Shift Inspection: Sprinklers: tr, Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: /Z'\ Inspector: rij jAS-Z4-- Date: 67' /i 5. 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 /M-5 - O2 ]JI S -Q3V/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: N AL Type of Inspection: t Address:(Let Contact Person: Suite#: 17ZS-0 scepe-tA) Pre -Fire: Special Instructions: Phone No.: proved per applicable codes. orrections required prior to approval. COMMENTS: ox- / co,/ AW &c_vit Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 75 Date: S724// 1 Hrs.: ``.-Q / $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 fl -027p /7F— 2� /7—S— Z') PIERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of, ction: Address:Conta Suite #: / 22.5-6 SG /94/t/uf Person: Special Instructions: 46 i Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: //1,Sh1( /41/ N741 7)/c42 — 7/1' mm ) /J,e f --' /41 -SS /NSI -A ( ..✓ •tk,►^ S- Lc-fct fc ,:5-._. e �` 6.44 wA-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �S3 Date: 2-/i// 0 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspecton. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit - 220 D» — v zs—ce PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of spection: Address: 1 Suite #: /75--e) Sc P/.#v`� II2 Conta Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,4;; 1.%/14I ; OV d t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L j Z4' Sj' Date: 2/27/(& Hrs.: (. a $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 ©Zs0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Hood & Duct: Type of nspection: Address:Contact Suite #: /72 `56_ / 4. 1l2 Person: Special Instructions: �'vi'�.eG{,-,.,s. Al/ (� Phone No.: FApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: -- .eri" -/Z(e - �'vi'�.eG{,-,.,s. Al/ C;wfG7 (teie Dr wa✓li) /Sx/6 % // -a ,9,-,4<ie‘y.r it/t5- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:..d"� t j-lir Date: 05'//ff Hrs.: / d $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: itkpriov Type of In pection: Address: 44. Suite #: r) 7,0 5C Tio,ria,v667111_ Contact Person: Special Instructions: Phone No.: XApproved per applicable codes. Corrections required prior to approval. COMMENTS: Add' 4Pc• //xi e''64,--4.414 0/0 D!2 /-?) Cover A!/ X -CT j2e % 41/ 4h I w/Aivp Syw,/, Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I Inspectd' ��' c ? Date: (//i /1 5 Hrs.: /, _ f/M $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: jr �v4 Type of Inspection kif%D76n/;Ke--, Address: I Suite #: / -7-2s---0Sc,_ pickzpi-z,, Contact Person: Pre -Fire: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: K,..(p-r1-0 6k -rt?) Kil-(7-04 /05 Owl -7 Ft- Ce rEK� a,tel 67/2 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , /'2 f* Date: / // - // q.--- 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 44„,Type #7.3 Sprinklers: of Inspection: 5 flit•IV,i-C12 - - / Fo\i /1 -2 -- Address: Suite #: /---C, Pepti Contact Person: C 21 S Special Instructions: / �" Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 5Pre—(1•'fr Ftp /9W&J ' 516 Vo r (J sP 0-) f r w( ^)O'' c&vvA_ /N5✓L - peR N fP4 Is _ Permits: Occupancy Type: F( 26--- f(c,/— pa-oJ& --4 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 �� Date:?/ 11 Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit >/7- -els/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i t , A / Sprinklers: Fire Alarm: Type of Inspection: Address: Suite #: (M.----0 5GR -. , Contact Person: , �j (/. / Special Instructions: , `= Phone No.: Approved per applicable codes. rrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: COvta- N ipo7a---8 _)ei T--1121--X1- 80,6-79-6 LSMC^Z. . ole_ 1Z' 67w6 ✓2✓T///f., ,5G) fi" ce--/ (4 ,J Ir, . f(t)-vP--- Sp ck, /•/./ - 2 TRK 0)/ I/e)1,01 5p ^s 0k- 7 C.oh/ Gds /1) Sa% r ' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: `t' Date: ?/2bh 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 b--o3yi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �j' �� Gni, //Type ow"r , of nspection: " Monitor: Address: Suite #: /724-0 ,, ,X61/17, 9jpS Contact Person: ecial Instructions: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Ad eari- *-14t'c-P47 //,t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 0 63 Date:2 // -7 Hrs.: / a $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 pi6,6;4-er PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: . 6//1 �y� � �G Type of Inspection: Ff Address: Suite #: /71-2„57) SGgi '1 / 1:63Z - Person: Special Instructions: - Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Ff� ,E-1117-c'exPow67 , )1N65 i Monitor: &vu�-. Permits: Occupancy Type: lz ,Ni 0-1/ 6\/&�-6, (7 ) w t 0 5 to 5-1t P7-72 0 / c 5767^Jpe-fLtAAA.--r;P&-,��,.4. /G Sv&vimcT DZ1S ,Cj `T-- n1 , •9-0 Li gz-� p 0. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - ./A 5--i-i---- Z- Date: 57.2.11-hq— Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to scldule 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 D16-o�1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project ecce C s.( . Type of Inspection. ��� c_ei-,-( Address: Suite #: i,j Sr) s� 1%/19 / Contact Person: /- Special Instf uc'fons: Phone No.: ISir--- pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: t C 5 Fire Alarm: t jc 5 fy l- P Ve'z_ /9--._. , SprLfN' ( Ery il- Monitor: i A/ 67 ✓2 b. Pre -Fire: Permits: — r Puqw- Ph,.f-r--i) ,n-cole-L-)2___ f-6 2 AlcA O e_t" z -c--- - gtO i9 av6- f piiI7Arr ZJ O r� O - envtiv. . II- CC Avf, 'Tu, 502r,,,te,G - t t 7S • . Ad.A spR -pf 6 ,,,,j 2'"'0 Needs Shift Inspection: Sprinklers: t C 5 Fire Alarm: t jc 5 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , 2/l Inspector: Fm. co --Date: 4iteh.--- 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 V INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit O5 4-41 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: f ` 5 n4 111 c__ . (..> _ Fire Alarm: Typ�fInspection: 7/ i� CO� Address: SG `'fl5���-" Pre -Fire: /t/ Contact -Person: Suite #: 1Z Special Instructions: = 5-7 pc - PT 4-7 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: yo> Fire Alarm: y2-5 Hood & Duct: c6 Monitor: -- Pre -Fire: /t/ Permits: HL( pi .2,(e)i/V 7---e-i)3r = 5-7 pc - 4-7 p, 6 Ic.- 1--c) e-OvE-r2-- q6(2-6 1- t 8 4-(21-, 6 6(--(-/ 62 G I2 i nro-r— 4--at-7-1 /'-Fzr [p -i Needs Shift Inspection: ' -(-e S Sprinklers: yo> Fire Alarm: y2-5 Hood & Duct: c6 Monitor: -- Pre -Fire: /t/ Permits: Occupancy Type: I Inspector: SA-- Date: 4. (2(l ( 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Si 13 De-7-n� Sprinklers: Ve e Type of Inspe on: ,, Fcr4 Address: ,f;contact Suite #: /1-5-6 6, 1 9 Person: Special Instructions: Monitor: `7 Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Ye> Sprinklers: Ve e Fire Alarm: 15 Hood & Duct: Monitor: `7 Pre -Fire: Permits: Occupancy Type: 0 Inspector: -Cf-7,//75 / Date: .416//.. — 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 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 116-- DD9'5- /9-f- /2 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:pc...m.71_6_4_ /` j t 0 Sprinklers: Type of Inspection: ,/ Iii OiS /t Address: Suite #: /72,50 SC pi<vii 1 Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: iie 6•v.4 / ,q D !G `fa S/e-s (K-- Needs L Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspectors , % - 3 Date: 7�/3// (. Hrs.: / a $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 I -F- (2-7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projects Type of Inspection: FIN -��� j�t ot, Address: /72-0 Suite #: 4....-7-)-(X)--� 19Vo.f 4\2,t Contact Person: Special Instructions: Phone No.: /r,Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: A/ o ��/L.e_�-e_s/ !i-w� /( S e--, //-d. //ve..4 erPe-e-l-(7 5.4J7 1 w i t( b -e- rlt C rf.e-e' "7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: % ,1,4f 3 Date: "Vil, Mg Hrs.: (. (7 $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 1)%6 --Oo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Projec • $2.— 0.1 l 67'1 Fire Alarm: Hood & Duct: Type f Inspection: eov.d/ Address: Suite #: j7250 5C elLwyr i S Conta t Person: Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ilyeko 2C� Si 2 2h rs — ASS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• XI/ Date: 44 c 14 Hrs.: Z...'0 $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 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Permit# J9foJ Date 7-023--/� Property Address ) 7.7 Fe, Sep i4 Cf.:vier jKpy ` Suite # / te City TUKWILA Zip C6de Name of Facility ! i/ A/4 f 92x Occupied as 44 , (/ 54/e 5 Owner or Representative ` 6 [K r ./t/ Phone ##Z �f' '/ C> id I Installing Company «Cr jC' ' CC – /eC/ ('rc( / 5.4 (-)- i a°i4 Installing Contractor's Address CGtfarkiz r'" jPc-'7lc%C( / 5;,/t -c ./. av2 1 City Phone # 3 ‘ 4/ 222-g_ Installer's Name (PRINT) c J j� C L' License and/or Certificate 5 Fl oKA-2 7 Tr -pm fp(7?Z vez_. 2 15'''y 2 General Contractor Electrical Contractor FACP Equipment Manufacturer R04 Model # 1 This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by On (date) and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 I-NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor System is monitored by SIGNED Date -7 -- ?j System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors A/V Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries of _j of of of of of jof 'Soft of of Readings Battery Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Full Load 5K -pit ;y )Clot SN 17 r ��C'�'L S� )4<i7{ - of Make/Model of Make/Model of Make/Model Charge of Make/Model ❑ Sprinkler System„ (Fire Alarm Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell of of of of connections only) Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you audible/visible requirements of WAC 51-20., IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes y/ No Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshalCtukwilawa.gov 4�4 0;1 CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplyingcc''�)manpower for Final Acceptance Test with two-way communications. Date e2 L/Dis3 Permit # *."/ 'i' ` fr./D Property Address )7?50 50tOkshiter tiO_rk 3 J Suite # J 1� Zip Code CR r34:3 City TUKWILA AAA A71 Name of Facility /1-TrGVt\ Occupied as »lk -rravt‘ Ptcr__� Owner or Representative I �J ?ct,�� Phone # - \p 4) - aP)L4Z/ Installing Company Sa m �kE,it1G Installing Contractor's Address q City LpAV4,vpa \c“-} R b Phone # Installer's Name (PRINT) LOY" Sc`�� , License and/or Certificate Sme\e i_. 3 5P't SgyQT General Contractor S3Q\\ Y SAhCveAILIn Electrical Contractor �,i'nc.0 CdlrINT-N es4rm �GkC �G �) FACP Equipment Manufacturer S',Vete* j Model # This system has been installed. pre -tested and operates in accordance with the standards listed below and was inspected by mt.% 5Z%= Sys -;w s On (date) I l A (p J dbl g and includes the devices listed on hack. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 NFPA 70, National Electrical Code. Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) r_ Tukv� ila Cite Ordinance Numbers 2050. 2051 1"160 -14.29 7bAcc,4:'� q(07 S UL Cent stem is monitored hySYO)\ "91r'CC S4c3e)n SIGNED : Date a' 2) S\ stem Fir mi are: Installed \ersion Checksum Date Initial program Installation Date Re\ inion, and Reasons 310.52 -4.161 Programmed h. EQUIPMENT INSTALLED AND TESTED: Control Panel _ of Manual Station Smoke Detectors of Heat Detectors of Duct Detectors of A/V Devices 5 of 5_ Audio Devices of Visual Devices aof a Auto Door Release of Trouble Indictors of Batteries Readings Battery Make/Model Make/Model S ti," » 1 0? - SA Make/Model Make/Model Make/Model �-1Si' Make/Mod Make/Model Make/Model Make/Model Make/Model Full Load Sy�&me- r,r,od41� f Charge Generator of Make/Model HVAC Controls of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. Valve Tamper Sw. PIV Elec. Alarm Bell of of of of Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes Test Witnessed by Comments: No Title Date Fire Alarm Certificate.doc ReAised: 6/17/14 TFD FP Form #1 lU CORRECTION NOTICE/REINSPECTION FEE Permit number: TUKWILA FIRE MARSHAL'S OFFICE Inspector: 641 S `"/ Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal (a tukwilawa.aov Business Name:Lfbyu Type of Inspection:n jG P LocationAddress Date : /7?//i Contact Person : � UGy e 4 Phone No. • 2 6 S `L ACTION REQUIRED : 6 a- F /9- / C/✓) Cr 4/� AIC ---10S ) `'fit 6 (2 y- 6-11-u.-7-)171. cv CORRECTION OF THE ABOVE ITEMS ASE ' ! . ' D BY : FAILURE T CO jl' LY MAY RESULT IN THE ISSUANCE OF A CRI Signature: Billing/Mailing Address : INAL CITATION/TICKET. Attn: 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 Reins') Fee2.doc Revised 6,17/14 T.F.D. Form F.P. 100 D Fs 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 SOUTHCENTER SQUARE JOB NO. TI11189 SUITE 116 DATE 11/29/11 ADDRESS 17250 SOUTHCENTER PKWY #116 BY J. DELVO TUKWILA, WA SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION:-OFFIeE Reic.; HAZARD CLASS PER NFPA 13 : ORDINARY II 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 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: GPM 250 GPM GPM CITY MAIN TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 196 SQUARE FEET J112 TEMPERATURE: 155 ° F 11.2 ORIFICE SIZE: 5/8 14 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 8/12/06 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD & MINKER BASE OF RISER DEMAND 484.70 GPM REQUIRED AT 103.7 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 734.80 GPM REQUIRED AT 109.9 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SRC 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 148.2 734.8 109.9 Required pressure is 38.4 psi (26%) 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 NODE S2 S3 S4 S5 S6 S7 S8 S9 S10 Si]. S12 S13 2 3 4 5 6 7 8 9 10 11 12 13 20 21 22 23 24 25 30 31 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 18.0 18.0 18.0 18.0 18.0 18.0 18.0 2.0 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 734.8 GPM 250.0 GPM 0.0 GPM 484.8 GPM PRESSURE (PSI) 12.1 12.3 12.2 12.3 12.4 12.5 12.8 13.0 13.5 13.7 14.6 14.8 20.8 21.1 20.9 21.2 21.3 21.7 22.2 22.5 23.6 24.0 25.9 26.3 47.7 47.9 48.7 50.3 53.1 57.6 76.3 103.7 DISCHARGE (GPM) 39.0 39.3 39.1 39.3 39.4 39.7 40.1 40.3 41.2 41.4 42.8 43.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 0.5 105.0 33 0.0 105.4 34 0.0 - - - - 109.4 SRC 0.0 SOURCE 109.9 484.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 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: 2 -39.0 1.049 PL 27.00 PF 13.9 S2 10.0 11.2 12.1 39.0 14.5 120 FTG 2E PE -5.2 2 22.0 0.0 20.8 0.0 0.448 TL 31.00 PV Pipe: 3 -39.3 1.049 PL 27.00 PF 14.0 S3 10.0 11.2 12.3 39.3 14.6 120 FTG 2E PE -5.2 3 22.0 0.0 21.1 0.0 0.453 TL 31.00 PV Pipe: 4 -39.1 1.049 PL 27.00 PF 13.9 S4 10.0 11.2 12.2 39.1 14.5 120 FTG 2E PE -5.2 4 22.0 0.0 20.9 0.0 0.449 TL 31.00 PV Pipe: 5 -39.3 1.049 PL 27.00 PF 14.1 S5 10.0 11.2 12.3 39.3 14.6 120 FTG 2E PE -5.2 5 22.0 0.0 21.2 0.0 0.455 TL 31.00 PV Pipe: 6 -39.4 1.049 PL 27.00 PF 14.1 S6 10.0 11.2 12.4 39.4 14.6 120 FTG 2E PE -5.2 6 22.0 0.0 21.3 0.0 0.456 TL 31.00 PV Pipe: 7 -39.7 1.049 PL 27.00 PF 14.3 S7 10.0 11.2 12.5 39.7 14.7 120 FTG 2E PE -5.2 7 22.0 0.0 21.7 0.0 0.462 TL 31.00 PV Pipe: 8 -40.1 1.049 PL 27.00 PF 14.6 S8 10.0 11.2 12.8 40.1 14.9 120 FTG 2E PE -5.2 8 22.0 0.0 22.2 0.0 0.471 TL 31.00 PV Pipe: 9 -40.3 1.049 PL 27.00 PF 14.8 S9 10.0 11.2 13.0 40.3 15.0 120 FTG 2E PE -5.2 9 22.0 0.0 22.5 0.0 0.476 TL 31.00 PV Pipe: 10 -41.2 1.049 PL 27.00 PF 15.3 S10 10.0 11.2 13.5 41.2 15.3 120 FTG 2E PE -5.2 10 22.0 0.0 23.6 0.0 0.495 TL 31.00 PV Pipe: 11 -41.4 1.049 PL 27.00 PF 15.5 S11 10.0 11.2 13.7 41.4 15.4 120 FTG 2E PE -5.2 11 22.0 0.0 24.0 0.0 0.501 TL 31.00 PV Pipe: 12 -42.8 1.049 PL 27.00 PF 16.5 S12 10.0 11.2 14.6 42.8 15.9 120 FTG 2E PE -5.2 12 22.0 0.0 25.9 0.0 0.533 TL 31.00 PV Pipe: 13 -43.1 1.049 PL 27.00 PF 16.7 S13 10.0 11.2 14.8 43.1 16.0 120 FTG 2E PE -5.2 13 22.0 0.0 26.3 0.0 0.539 TL 31.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 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: 15 -39.0 1.710 PL 8.00 PF 0.3 2 22.0 0.0 20.8 0.0 5.4 120 FTG ---- PE 0.0 3 22.0 0.0 21.1 0.0 0.041 TL 8.00 PV Pipe: 16 -78.3 1.710 PL 110.00 PF 24.8 3 22.0 0.0 21.1 0.0 10.9 120 FTG 5E3T PE 1.7 20 18.0 0.0 47.7 0.0 0.150 TL 165.00 PV Pipe: 17 -39.1 1.710 PL 8.00 PF 0.3 4 22.0 0.0 20.9 0.0 5.5 120 FTG ---- PE 0.0 5 22.0 0.0 21.2 0.0 0.042 TL 8.00 PV Pipe: 18 -78.4 1.710 PL 110.00 PF 24.9 5 22.0 0.0 21.2 0.0 11.0 120 FTG 5E3T PE 1.7 21 18.0 0.0 47.9 0.0 0.151 TL 165.00 PV Pipe: 19 -39.4 1.710 PL 8.00 PF 0.3 6 22.0 0.0 21.3 0.0 5.5 120 FTG ---- PE 0.0 7 22.0 0.0 21.7 0.0 0.042 TL 8.00 PV Pipe: 20 -79.1 1.710 PL 110.00 PF 25.3 7 22.0 0.0 21.7 0.0 11.0 120 FTG 5E3T PE 1.7 22 18.0 0.0 48.7 0.0 0.153 TL 165.00 PV Pipe: 21 -40.1 1.710 PL 8.00 PF 0.3 8 22.0 0.0 22.2 0.0 5.6 120 FTG ---- PE 0.0 9 22.0 0.0 22.5 0.0 0.044 TL 8.00 PV Pipe: 22 -80.4 1.710 PL 110.00 PF 26.1 9 22.0 0.0 22.5 0.0 11.2 120 FTG 5E3T PE 1.7 23 18.0 0.0 50.3 0.0 0.158 TL 165.00 PV Pipe: 23 -41.2 1.710 PL 8.00 PF 0.4 10 22.0 0.0 23.6 0.0 5.7 120 FTG ---- PE 0.0 11 22.0 0.0 24.0 0.0 0.046 TL 8.00 PV Pipe: 24 -82.6 1.710 PL 110.00 PF 27.4 11 22.0 0.0 24.0 0.0 11.5 120 FTG 5E3T PE 1.7 24 18.0 0.0 53.1 0.0 0.166 TL 165.00 PV Pipe: 25 -42.8 1.710 PL 8.00 PF 0.4 12 22.0 0.0 25.9 0.0 6.0 120 FTG ---- PE 0.0 13 22.0 0.0 26.3 0.0 0.049 TL 8.00 PV Pipe: 26 -86.0 1.710 PL 110.00 PF 29.5 13 22.0 0.0 26.3 0.0 12.0 120 FTG 5E3T PE 1.7 25 18.0 0.0 57.6 0.0 0.179 TL 165.00 PV Pipe: 27 -78.3 2.703 PL 13.50 PF 0.2 20 18.0 0.0 47.7 0.0 4.4 120 FTG ---- PE 0.0 21 18.0 0.0 47.9 0.0 0.016 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 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: 28 -156.7 2.703 PL 13.50 PF 0.8 21 18.0 0.0 47.9 0.0 8.8 120 FTG ---- PE 0.0 22 18.0 0.0 48.7 0.0 0.058 TL 13.50 PV Pipe: 29 -235.8 2.703 PL 13.50 PF 1.7 22 18.0 0.0 48.7 0.0 13.2 120 FTG ---- PE 0.0 23 18.0 0.0 50.3 0.0 0.124 TL 13.50 PV Pipe: 30 -316.2 2.703 PL 13.00 PF 2.8 23 18.0 0.0 50.3 0.0 17.7 120 FTG ---- PE 0.0 24 18.0 0.0 53.1 0.0 0.214 TL 13.00 PV Pipe: 31 -398.8 2.703 PL 13.50 PF 4.4 24 18.0 0.0 53.1 0.0 22.3 120 FTG ---- PE 0.0 25 18.0 0.0 57.6 0.0 0.329 TL 13.50 PV Pipe: 32 -484.7 2.703 PL 33.00 PF 18.7 25 18.0 0..0 57.6 0.0 27.1 120 FTG E PE 0.0 30 18.0 0.0 76.3 0.0 0.472 TL 39.70 PV Pipe: 33 -484.7 2.703 PL 16.00 PF 20.5 30 18.0 0.0 76.3 0.0 27.1 120 FTG TB PE 6.9 31 2.0 0.0 103.7 0.0 0.472 TL 43.40 PV Pipe: 34 -484.7 4.298 PL 3.50 PF 0.6 31 2.0 0.0 103.7 0.0 10.7 120 FTG E PE 0.6 32 0.5 0.0 105.0 0.0 0.049 TL 12.80 PV Pipe: 35 -484.7 6.160 PL 16.00 PF 0.2 32 0.5 0.0 105.0 0.0 5.2 140 FTG E PE 0.2 33 0.0 0.0 105.4 0.0 0.006 TL 28.00 PV Pipe: 36 FIXED PRESSURE LOSS DEVICE 34 0.0 0.0 109.4 0.0 4.0 psi, 484.7 gpm 33 0.0 0.0 105.4 0.0 Pipe: 37 -484.8 6.160 PL 30.00 PF 0.5 34 0.0 0.0 109.4 0.0 5.2 140 FTG TG PE 0.0 SRC 0.0 SRCE 109.9 (N/A) 0.006 TL 74.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.169 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.1 ft/sec at pipe 32. (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 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly 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 GatV1v A1mChk DPV1v fleX 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 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/6/2011 H:\HASS\TI11189 SOUTHCENTER SQ 116.SDF JOB TITLE: SOUTHCENTER SQUARE STE 116 a, O r r Q •.a Q. •.a 2 w A O. d Q' 0 H N 00 O >I W a It• b 0 4 N c44 o4 4 al 04 0 a 10.> > 0 OP i1 N CO1-1 •�CODU W • 0 H v. >1 TS mm Nr 0)r aro )-1 cu W tau 0 a) 0. s+ w o 0 N Cl) a) !Yi Ra In 0 H O Cr: . F4 HI itC a C a) C/) 1 1 N 1 ( I 1 T °4 o 0 0 • O O 0 0 0 0 0 0 0 1/40 d' N 0 co 1/40 H H H 0 ICC C9 w H rz 41 CO V) a w -- 0. U) •H 0 0 0 N 0 O 0 0 0 co O 0 N r 0 O O O l0 0 0 CO 0 0 0 0 _O N r H 0 0 N O O 1/40 H FLOW (GPM) evi 4 - Global Project Values. Fa h Project Name: SOUTHCENTER SQUARE Standby Hours: 24 r e n y t Project ID: FA7043 Alarm Mins: 5 Prepared By: ROBERT Derating Factor: 1.2 IFP -100 Calculations Date: 03/08/2007 Voltage Drop Warning Threshold °A) : 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 Current Draw Circuit Name Qty 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 51 0.020 0.152 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 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% 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) 0.285 0.910 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 6.840 0.076 Total Alarm AH Required Total Combined AH Required 6.92 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 8.30 ( Configure Circuits , Print Page - Global Project Values. F`,a ' Project Name: SOUTHCENTER SQUARE Standby Hours: 24 J Project ID: FA7043 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 Mame Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ a Standblr Alarm & Type 1000 Ft. One-W ay Ohms EOL ✓Drop IFP-100 IFP-100 Fire Panel 1 0.170 0.325 , • • SLC-DEV Photo,mon,Heat,pull 51 . 0.020 0.020 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 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% 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 20A0 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). 0.285 0.778 'Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins)_ Total Standby AH Required 6.840 0.065 Total Alarm AH Required Total Combined AH Required 6.90 Command Shortcuts Multiply By The Derating Factor 1,20 8.29 Configure Circuits ( Print Page 1 Minimum Battery AmpHours Required / SILENT El KNIGI11' Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7043 Date: 3/8/2007 Ckt. Number: PGM -I/0 #1 Ckt. Name: Notification Appl Circuit ; Panel ID: lFP-100 IDP Devices I/O Use: Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 ..2 " 0.000 0.202 0.000 0.202 1 SSM24-10 0.000 0.031 0.000 0.031 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 0.233 Ckt. Number: PGM -I/0 #2 Ckt. Name: Notification Appl Circui' Qty spare Panel ID: IFP -100 IDP Devices I/O Use: Notification Appl Circuit Current Draw Each Current Draw Total Standby Alarm Standby Alarm :0:000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 spare 0.000 0.000' spare 0.000 0.000 Ckt. Number: PGM -I/O #3 Ckt. Name: Notification Awl Circuit Qty spare Device Totals 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Panel ID: IFP -100 IDP Devices I/O Use: Notification Appl Circuit V Current Draw Each ' Current Draw Total Standby Alarm Standby Alarm 0.000 0.000 0.000 spare 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 0.000 0.000 0.000 Totals 0.000 0.000 Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7043 Date: 3/8/2007 Ckt. Number: PGM -I/O #4 Panel ID: Ckt. Name: Notification Appl Circuit I/O Use: FP -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 Ckt. Name: Notification Ap Panel ID: IFP -100 IDP Devices I/O Use: Qty spare ►evice Notification Appl Circuit V Current Draw Each Current Draw Total Standby Alarm Standby Alarm 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 t 0.000 0.000 o SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 25 .0075 IDP -MONITOR MOD. - .0004 PER DEVICE X 25 .01 IDP -PHOTO SMOKE - .000025 PER DEVICE X1 .000025 TOTAL: .0075 .01 + .000025 .017525 ROUNDED UP TO: .02 C SLC MICRO AMP DRAW ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 25 .0075 IDP -MONITOR MOD. - .0055 PER DEVICE X 25 .1375 IDP -PHOTO SMOKE - .0065 PER DEVICE X .0065 TOTAL: .0075 .1375 + .0065 .1515 ROUNDED UP TO: .152 j SILENT KNIGHT 5499 Power Expander Calculations Panel ID: Location: Ckt.# 5499(1) SPRINKLER ROOM Circuit Name Global Project Values: Prat Name Project 1D: Prepared By: Date: 3/8/2007 SOUTHCENTER SQUARE FA7043 ROBERT Standby -lours: Alarm Mins. Derating Factor: Mage Drcp Warning Threstold %o' 24 5 1.2 10 Current Draw andby .= Alarm ire AWG, Type 1 5499(1) Circuit 1 0.000 0.872 #14 Solid Max _Ciruit Current 3 Amps Max Pe-neiCurrent 9 Amps «� LenActual Volts @ 1000 Ft.= = One=Wag- 1-Otms EOL 2. 340 1 %Drop 2 5499(1) Circuit 2 0.000 1.090 #14 Solid 2. 52:°°- 260 31 18.97 7.32% 7.00% 3 4 Aux 5499 5499(1) Circuit 3 5499(1) Circuit 4 5499(1) Aux Power Out 5499 Power Expander 0.000 0.000 0.000 0.075 1.188 0.594, 0.000 0.205 -' #14 Solid #14 Solid #12 Solid 3.744 Total Standby Current (Amps) 0.075 3.949 - Standby_Time'In Hours 4 0.0 2 r 320 200 1:61 - 0.00 18.48 19:80 20.40 IAmps) Total Output Ptiwar Required Total Alarm Current (Amps) Alarm Time In:Minutesl 5 Total Standby AH Required. Total Combined AH Required 1.800 0.329',' 2,13 Total Alarm AH Required ins) Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 9.39% 2.94% 0.00% 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. El SILENT KNW T1T Circuit Configuration Project Information Project Name: SOUTHCENTER SQUARE Prepared By: ROBERT Project ID: FA7043 Date: 3/8/2007 Ckt. Number: 1 Panel ID: 5499(1) Ck4. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total SIandby Alarm Standby Alarm 0 Unused 0000 0.000 0.000 0.000 4 PC2R 115 0000 0.218 0.000 0.872 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 0.872 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 PC2R 115 0.000 0.218 0.000 1.090 0 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 1.090 Ckt. Number: 3 Panel ID: 5499(1) kt Name:, 5499(1) Circuit 3 £ -: ry � c Circuit Current: 3 Amps Q `<Device' Current Draw Each Current Draw Total tandby Alarm Standby Alarm. 4 PC2R / 185 0.000 0.297 0.000 1.188 0 Unused 0.000 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 1.188 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 2 PC2R / 185 0.000 0.297 0.000 0.594 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 0.594 CM. Number: Aux Ckt. Name: 5499(1) Aux Power Out Qty, Panel ID: 549 Device ax Circuit' Current"Draw Each Standby Alarm'. ,Current Draw Total ndby Alarm Unused 0.000' 0.000 0.000' 0.000 Unused -0.000 .'. Unused -0.000?:`:,, 0.0_0 .000 .000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 Totals i 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 SLEEP NUMBER@ SOUTHCENTER SQ JOB NO.T116055 DATE 5/23/16 ADDRESS 17250 SOUTHCENTER PARKWAY BY JEFF S TUKWILA, WA SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RETAIL (ORDINARY HAZARD GROUP II HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1058 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 29 NEW "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 196 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 TEMPERATURE: 155 ° F K -FACTOR: 11.2 ORIFICE SIZE: 3/4" WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 2007 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD & MINKER BASE OF RISER DEMAND 359.10 GPM REQUIRED AT 85.00 PSI (INCLUDING GPM FOR HOSE STREAMS) SUMMARY 609.10 GPM REQUIRED AT 94.10 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) W HINOTON $ITE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T CERTIFICATE OF COMPETENCY STAMP R:161111W4111LIF-- -14e, 1U1li11*a ER YU12119Y1f_1 ifYk.11>-10I11117N1aZIOM IJTSIVI/ 1 CD "E'3"- CD Q z CC 03 o 0 o .4 r Z a� -: W o a.. - c $ Q) .. • o w 0 UI) Z U) U >. Z CO N -I- I I r- i--+} 7 • 1 I i O U) U co O N 0 W Q 0 z O LL -H N N 1 I -- I r I- 01 N .1 O I II I r OT r ISd NI 31:1f1SS3ad I U) N O 0 0) co O CO X 2 0 z_ w 2 J 0 (0 U) vt U) N 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/23/2016 H:\SIGMA\TI16055.SDF JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) SOURCE 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.7 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 609.1 94.1 Required pressure is 54.7 psi (37%) 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 609.1 GPM 250.0 GPM 0.0 GPM 359.1 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 4 5.0 - - - - 85.0 5 18.0 - - - - 74.0 11 18.0 - - - - 68.8 11A 20.5 - - - - 46.9 12 18.0 - - - - 66.5 13 18.0 - - - - 65.1 14 18.0 - - - - 64.1 15 18.0 - - - - 63.6 16 18.0 - - - - 63.4 17 18.0 - - - - 63.3 18 18.0 - - - - 63.3 - 21 20.5 - - - - 65.3 22 20.5 - - - - 64.0 23 20.5 - - - - 63.0 24 20.5 - - - - 62.2 25 20.5 - - - - 61.7 26 20.5 - - - - 61.5 27 20.5 - - - - 61.5 28 20.5 - - - - 62.2 40 18.0 - - - - 45.2 41 18.0 - - - - 45.3 42 18.0 - - - - 45.8 43 18.0 - - - - 47.3 44 18.0 - - - - 48.2 45 18.0 - - - - 48.8 46 18.0 - - - - 49.0 47 18.0 - - - - 49.1 48 18.0 - - - - 49.1 50 20.5 - - - - 43.2 51 20.5 - - - - 41.7 52 20.5 - - - - 41.6 AREA (FT"2) DENSITY REQ. ACT. (GPM/FT"2) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/23/2016 H:\SIGMA\TI16055.SDF JOB TITLE: NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FTA2) 53 20.5 47.2 54 20.5 48.0 55 20.5 48.5 56 20.5 48.7 57 20.5 48.7 58 20.5 48.0 Al 20.5 43.2 A2 20.5 41.7 A3 20.5 40.9 A4 20.5 37.2 A5 20.5 36.6 A6 20.5 41.7 A7 20.5 34.9 A8 20.5 33.1 A9 20.5 33.0 S1 17.0 K= 5.60 27.9 29.6 130.0 0.200 0.228 S2 12.0 K=11.20 17.8 47.3 196.0 0.200 0.241 S3 10.0 K=11.20 16.0 44.9 196.0 0.200 0.229 S4 12.0 K=11.20 15.9 44.6 196.0 0.200 0.228 S5 12.0 K=11.20 13.6 41.3 196.0 0.200 0.211 S6 10.0 K=11.20 15.6 44.3 196.0 0.200 0.226 S7 12.0 K=11.20 12.9 40.2 196.0 0.200 0.205 S8 12.0 K=11.20 12.2 39.2 196.0 0.200 0.200 S9 17.0 K= 5.60 24.5 27.7 130.0 0.200 0.213 SOURCE 3.0 SOURCE 94.1 359.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/23/2016 H:\SIGMA\TI16055.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: 1 359.1 2.703 PL 13.00 PF 5.3 4 5.0 0.0 85.0 0.0 20.1 120 FTG E PE -5.6 5 18.0 0.0 74.0 0.0 0.271 TL 19.70 PV Pipe: 2 359.1 2.703 PL 5.67 PF 5.2 5 18.0 0.0 74.0 0.0 20.1 120 FTG 2E PE 0.0 11 18.0 0.0 68.8 0.0 0.271 TL 19.07 PV Pipe: 3 279.6 2.703 PL 13.50 PF 2.3 11 18.0 0.0 68.8 0.0 15.6 120 FTG ---- PE 0.0 12 18.0 0.0 66.5 0.0 0.170 TL 13.50 PV Pipe: 4 219.0 2.703 PL 13.50 PF 1.5 12 18.0 0.0 66.5 0.0 12.2 120 FTG ---- PE 0.0 13 18.0 0.0 65.1 0.0 0.108 TL 13.50 PV Pipe: 5 171.7 2.703 PL 13.50 PF 0.9 13 18.0 0.0 65.1 0.0 9.6 120 FTG ---- PE 0.0 14 18.0 0.0 64.1 0.0 0.069 TL 13.50 PV Pipe: 6 127.1 2.703 PL 13.00 PF 0.5 14 18.0 0.0 64.1 0.0 7.1 120 FTG ---- PE 0.0 15 18.0 0.0 63.6 0.0 0.040 TL 13.00 PV Pipe: 7 84.2 2.703 PL 13.50 PF 0.2 15 18.0 0.0 63.6 0.0 4.7 120 FTG ---- PE 0.0 16 18.0 0.0 63.4 0.0 0.018 TL 13.50 PV Pipe: 8 42.0 2.703 PL 13.50 PF 0.1 16 18.0 0.0 63.4 0.0 2.3 120 FTG ---- PE 0.0 17 18.0 0.0 63.3 0.0 0.005 TL 13.50 PV Pipe: 9 0.0 2.703 PL 13.50 PF 0.0 17 18.0 0.0 63.3 0.0 0.0 120 FTG ---- PE 0.0 18 18.0 0.0 63.3 0.0 0.000 TL 13.50 PV Pipe: 10 -47.3 2.703 PL 13.50 PF 0.1 40 18.0 0.0 45.2 0.0 2.6 120 FTG ---- PE 0.0 41 18.0 0.0 45.3 0.0 0.006 TL 13.50 PV Pipe: 11 -128.2 2.703 PL 13.50 PF 0.5 41 18.0 0.0 45.3 0.0 7.2 120 FTG ---- PE 0.0 42 18.0 0.0 45.8 0.0 0.040 TL 13.50 PV Pipe: 12 -219.0 2.703 PL 13.50 PF 1.5 42 18.0 0.0 45.8 0.0 12.2 120 FTG ---- PE 0.0 43 18.0 0.0 47.3 0.0 0.108 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/23/2016 H:\SIGMA\TI16055.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 -171.7 2.703 PL 13.50 PF 0.9 43 18.0 0.0 47.3 0.0 9.6 120 FTG ---- PE 0.0 44 18.0 0.0 48.2 0.0 0.069 TL 13.50 PV Pipe: 14 -127.1 2.703 PL 13.00 PF 0.5 44 18.0 0.0 48.2 0.0 7.1 120 FTG ---- PE 0.0 45 18.0 0.0 48.8 0.0 0.040 TL 13.00 PV Pipe: 15 -84.2 2.703 PL 13.50 PF 0.2 45 18.0 0.0 48.8 0.0 4.7 120 FTG ---- PE 0.0 46 18.0 0.0 49.0 0.0 0.018 TL 13.50 PV Pipe: 16 -42.0 2.703 PL 13.50 PF 0.1 46 18.0 0.0 49.0 0.0 2.3 120 FTG ---- PE 0.0 47 18.0 0.0 49.1 0.0 0.005 TL 13.50 PV Pipe: 17 0.0 2.703 PL 13.50 PF 0.0 47 18.0 0.0 49.1 0.0 0.0 120 FTG ---- PE 0.0 48 18.0 0.0 49.1 0.0 0.000 TL 13.50 PV Pipe: 18 79.5 1.710 PL 3.50 PF 2.5 11 18.0 0.0 68.8 0.0 11.1 120 FTG T PE -1.1 21 20.5 0.0 65.3 0.0 0.155 TL 16.00 PV Pipe: 19 60.5 1.710 PL 3.50 PF 1.5 12 18.0 0.0 66.5 0.0 8.5 120 FTG T PE -1.1 22 20.5 0.0 64.0 0.0 0.093 TL 16.00 PV Pipe: 20 47.3 1.710 PL 3.50 PF 0.9 13 18.0 0.0 65.1 0.0 6.6 120 FTG T PE -1.1 23 20.5 0.0 63.0 0.0 0.059 TL 16.00 PV Pipe: 21 44.6 1.710 PL 3.50 PF 0.8 14 18.0 0.0 64.1 0.0 6.2 120 FTG T PE -1.1 24 20.5 0.0 62.2 0.0 0.053 TL 16.00 PV Pipe: 22 43.0 1.710 PL 3.50 PF 0.8 15 18.0 0.0 63.6 0.0 6.0 120 FTG T PE -1.1 25 20.5 0.0 61.7 0.0 0.050 TL 16.00 PV Pipe: 23 42.2 1.710 PL 3.50 PF 0.8 16 18.0 0.0 63.4 0.0 5.9 120 FTG T PE -1.1 26 20.5 0.0 61.5 0.0 0.048 TL 16.00 PV Pipe: 24 42.0 1.710 PL 3.50 PF 0.8 17 18.0 0.0 63.3 0.0 5.9 120 FTG T PE -1.1 27 20.5 0.0 61.5 0.0 0.047 TL 16.00 PV Pipe: 25 0.0 1.710 PL 3.50 PF 0.0 18 18.0 0.0 63.3 0.0 0.0 120 FTG T PE -1.1 28 20.5 0.0 62.2 0.0 0.000 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/23/2016 H:\SIGMA\TI16055.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 47.3 1.710 PL 3.50 PF 0.9 40 18.0 0.0 45.2 0.0 6.6 120 FTG T PE -1.1 50 20.5 0.0 43.2 0.0 0.059 TL 16.00 PV Pipe: 27 80.9 1.710 PL 3.50 PF 2.6 41 18.0 0.0 45.3 0.0 11.3 120 FTG T PE -1.1 51 20.5 0.0 41.7 0.0 0.160 TL 16.00 PV Pipe: 29 90.9 1.710 PL 3.50 PF 3.2 42 18.0 0.0 45.8 0.0 12.7 120 FTG T PE -1.1 52 20.5 0.0 41.6 0.0 0.198 TL 16.00 PV Pipe: 30 -47.3 1.710 PL 3.50 PF 0.9 43 18.0 0.0 47.3 0.0 6.6 120 FTG T PE -1.1 53 20.5 0.0 47.2 0.0 0.059 TL 16.00 PV Pipe: 31 -44.6 1.710 PL 3.50 PF 0.8 44 18.0 0.0 48.2 0.0 6.2 120 FTG T PE -1.1 54 20.5 0.0 48.0 0.0 0.053 TL 16.00 PV Pipe: 32 -43.0 1.710 PL 3.50 PF 0.8 45 18.0 0.0 48.8 0.0 6.0 120 FTG T PE -1.1 55 20.5 0.0 48.5 0.0 0.050 TL 16.00 PV Pipe: 33 -42.2 1.710 PL 3.50 PF 0.8 46 18.0 0.0 49.0 0.0 5.9 120 FTG T PE -1.1 56 20.5 0.0 48.7 0.0 0.048 TL 16.00 PV Pipe: 34 -42.0 1.710 PL 3.50 PF 0.8 47 18.0 0.0 49.1 0.0 5.9 120 FTG T PE -1.1 57 20.5 0.0 48.7 0.0 0.047 TL 16.00 PV Pipe: 35 0.0 1.710 PL 3.50 PF 0.0 48 18.0 0.0 49.1 0.0 0.0 120 FTG T PE -1.1 58 20.5 0.0 48.0 0.0 0.000 TL 16.00 PV Pipe: 35A 79.5 1.710 PL 105.92 PF 18.3 21 20.5 0.0 65.3 0.0 11.1 120 FTG T PE 0.0 11A 20.5 0.0 46.9 0.0 0.155 TL 118.42 PV Pipe: 35B 34.7 1.710 PL 100.00 PF 3.7 11A 20.5 0.0 46.9 0.0 4.8 120 FTG T PE 0.0 Al 20.5 0.0 43.2 0.0 0.033 TL 112.50 PV Pipe: 35B1 5.1 1.710 PL 3.67 PF 0.0 Al 20.5 0.0 43.2 0.0 0.7 120 FTG T PE 0.0 50 20.5 0.0 43.2 0.0 0.001 TL 16.17 PV Pipe: 35B2 5.1 1.710 PL 3.67 PF 0.0 A2 20.5 0.0 41.7 0.0 0.7 120 FTG T PE 0.0 51 20.5 0.0 41.7 0.0 0.001 TL 16.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/23/2016 H:\SIGMA\TI16055.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: 35C 44.9 1.710 PL 100.00 PF 6.0 11A 20.5 0.0 46.9 0.0 6.3 120 FTG T PE 0.0 A3 20.5 0.0 40.9 0.0 0.054 TL 112.50 PV Pipe: 35C1 60.5 1.710 PL 225.50 PF 22.2 22 20.5 0.0 64.0 0.0 8.5 120 FTG T PE 0.0 A6 20.5 0.0 41.7 0.0 0.093 TL 238.00 PV Pipe: 35C2 16.3 1.710 PL 3.67 PF 0.1 A6 20.5 0.0 41.7 0.0 2.3 120 FTG T PE 0.0 52 20.5 0.0 41.6 0.0 0.008 TL 16.17 PV Pipe: 35D 47.3 1.710 PL 229.00 PF 15.9 23 20.5 0.0 63.0 0.0 6.6 120 FTG 4E2T PE 0.0 53 20.5 0.0 47.2 0.0 0.059 TL 268.00 PV Pipe: 35E 44.6 1.710 PL 229.00 PF 14.2 24 20.5 0.0 62.2 0.0 6.2 120 FTG 4E2T PE 0.0 54 20.5 0.0 48.0 0.0 0.053 TL 268.00 PV Pipe: 35F 43.0 1.710 PL 229.00 PF 13.3 25 20.5 0.0 61.7 0.0 6.0 120 FTG 4E2T PE 0.0 55 20.5 0.0 48.5 0.0 0.050 TL 268.00 PV Pipe: 35G 42.2 1.710 PL 229.00 PF 12.8 26 20.5 0.0 61.5 0.0 5.9 120 FTG 4E2T PE 0.0 56 20.5 0.0 48.7 0.0 0.048 TL 268.00 PV Pipe: 35H 42.0 1.710 PL 229.00 PF 12.7 27 20.5 0.0 61.5 0.0 5.9 120 FTG 4E2T PE 0.0 57 20.5 0.0 48.7 0.0 0.047 TL 268.00 PV Pipe: 35I 0.0 1.710 PL 229.00 PF 0.0 48 18.0 0.0 49.1 0.0 0.0 120 FTG 4E2T PE -1.1 58 20.5 0.0 48.0 0.0 0.000 TL 268.00 PV Pipe: 36 52.3 1.710 PL 8.67 PF 1.5 50 20.5 0.0 43.2 0.0 7.3 120 FTG T PE 0.0 A2 20.5 0.0 41.7 0.0 0.071 TL 21.17 PV Pipe: 37 86.0 1.710 PL 12.17 PF 4.4 51 20.5 0.0 41.7 0.0 12.0 120 FTG T PE 0.0 A4 20.5 0.0 37.2 0.0 0.179 TL 24.67 PV Pipe: 38 41.3 1.710 PL 14.25 PF 0.7 A4 20.5 0.0 37.2 0.0 5.8 120 FTG ---- PE 0.0 A5 20.5 0.0 36.6 0.0 0.046 TL 14.25 PV Pipe: 38A 107.2 1.710 PL 12.42 PF 6.7 52 20.5 0.0 41.6 0.0 15.0 120 FTG T PE 0.0 A7 20.5 0.0 34.9 0.0 0.269 TL 24.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/23/2016 H:\SIGMA\TI16055.SDF 3OB 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 66.9 1.710 PL 16.25 PF 1.8 A7 20.5 0.0 34.9 0.0 9.4 120 FTG ---- PE 0.0 A8 20.5 0.0 33.1 0.0 0.113 TL 16.25 PV Pipe: 40 27.7 1.710 PL 4.67 PF 0.1 A8 20.5 0.0 33.1 0.0 3.9 120 FTG ---- PE 0.0 A9 20.5 0.0 33.0 0.0 0.022 TL 4.67 PV Pipe: 41 29.6 1.049 PL 48.37 PF 16.8 Al 20.5 0.0 43.2 0.0 11.0 120 FTG 2E2T PE 1.5 S1 17.0 5.6 27.9 29.6 0.269 TL 62.37 PV Pipe: 42 47.3 1.049 PL 34.10 PF 27.5 A2 20.5 0.0 41.7 0.0 17.5 120 FTG 2ET PE 3.7 S2 12.0 11.2 17.8 47.3 0.639 TL 43.10 PV Pipe: 43 44.9 1.049 PL 41.70 PF 29.4 A3 20.5 0.0 40.9 0.0 16.7 120 FTG 2ET PE 4.5 S3 10.0 11.2 16.0 44.9 0.580 TL 50.70 PV Pipe: 44 44.6 1.049 PL 34.60 PF 25.0 A4 20.5 0.0 37.2 0.0 16.6 120 FTG 2ET PE 3.7 S4 12.0 11.2 15.9 44.6 0.574 TL 43.60 PV Pipe: 45 41.3 1.049 PL 44.50 PF 26.7 A5 20.5 0.0 36.6 0.0 15.3 120 FTG 2ET PE 3.7 S5 12.0 11.2 13.6 41.3 0.498 TL 53.50 PV Pipe: 46 44.3 1.049 PL 45.20 PF 30.7 A6 20.5 0.0 41.7 0.0 16.4 120 FTG 2ET PE 4.5 S6 10.0 11.2 15.6 44.3 0.566 TL 54.20 PV Pipe: 47 40.2 1.049 PL 45.20 PF 25.7 A7 20.5 0.0 34.9 0.0 14.9 120 FTG 2ET PE 3.7 S7 12.0 11.2 12.9 40.2 0.474 TL 54.20 PV Pipe: 48 39.2 1.049 PL 45.20 PF 24.5 A8 20.5 0.0 33.1 0.0 14.6 120 FTG 2ET PE 3.7 S8 12.0 11.2 12.2 39.2 0.452 TL 54.20 PV Pipe: 49 27.7 1.049 PL 35.70 PF 9.9 A9 20.5 0.0 33.0 0.0 10.3 120 FTG 3E PE 1.5 S9 17.0 5.6 24.5 27.7 0.238 TL 41.70 PV Pipe: 83 -359.1 2.703 PL 3.00 PF 8.2 4 5.0 0.0 85.0 0.0 20.1 120 FTG TB PE 0.9 SOURCE 3.0 SRCE 94.1 (N/A) 0.271 TL 30.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/23/2016 H:\SIGMA\TI16055.SDF JOB TITLE: NOTES (HASS): (1) Calculations were performed by the HASS 8.5 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 0.001 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.1 ft/sec at pipe 83. (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 148.32 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP 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 GatV1v 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 DATE: 5/23/2016 -JOB TITLE: WATER SUPPLY ANALYSIS L1, N N 0 W -d U) 0 0 0 N 150.00 psi Resid: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 H:\SIGMA\TI16055.SDF 0. E D D U en 7 d 0 (1),--1 U 0 0 S -I • N HI Cl) O rn H • >1•d m0 0 • -1 0+-) m q) co o a ro ro u) m kO Cl, E., u M, W a W W 0, a • CO 0 H -H 0 W ( -HI W E ro H R. 'd m O N H Ca ca � $4 ° m f Ia Z .-i I� •H r- 0 >, D w •r1 • 0 o co co 4 try ro co d' • %/ %/r t -I N 0 O 0 CO 0 0 N m U) a� 4-) U) 0 Q) 0 E -I V O 4-I r -I D w v Ln c7 -P -- ro 3 O O D. aM wH X o 4) 0 ao 4) ro 72/ 0 0 O 4) --0 4) 0rC O N D M // H N 0 0 0 0 W C' N 0 H H H H O O CO 0 0 w 0 0 C7 r.4 D (.7 W a C4 41 m u) n4 W — Cl, -- I oa 0 O N O 0 N 0 O 4) 4) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 -DATE: 5/23/2016 H:\SIGMA\TI16055.SDF 0'OB TITLE: WATER SUPPLY CURVE 156+ I *0 I \ 143+ \\ I \ I \\ I \ 130+ I I I 117+ I I I P104+ R I \ \\ \ \\ \ \\ \ \ \\ \ E I \\ S IX \ S 91+ \\ U I \ R I \ E I \\ 78+ \ ( 1 \\ P I \ S I \\ I 65+ ) I I \ \ \\ I \ 52+ \\ I I I \ \\ \ 39+ \ I I I 26+ LEGEND I 13+ I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) X = Required Water Supply 94.07 psi @ 609.1 gpm 0 = Available Water Supply 148.74 psi @ 609.1 gpm \\ \ \\ \ \ 20.0 psi @ 7474 gpm-> * Flow Test Point 1 of 2 ` Tol-Brace Seismic Calculations Project G Address: Southcenter Square - S TOLCO a brand of MECO* G Southcenter Pkwy G G Tukwila, WA 98188 G Job # TC6226 Percentage added for Fittings and Sprinklers Brace Information Tolco Brace Components Maximum Spacing 30'-0" (9.24m) Tolco Component Fig. Number Adjusted Load Fig.1001 Clamp 1386 lbs. (629 Kg.) Fig.980 Universal Swivel 2395 lbs. (1086 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 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOL CO FIG, 825 L/R Value 200 Maximum Horizontal Load 3061 lbs. (1388Kg.) BAR JOISTSWAYC BRACE :lb- -a'-` 44 TOL CO FIG. 980 '� UNIVERSALSWAY FITTING BRACE FITTING TOLCO FIG. I00f FAST CLAMP Fastener Information Fastener Orientation NFPA Type F STL T PIPE LATERAL e 60° Min. From Vertical Detail #6246 Type Fig. 825 Diameter N/A Length N/A Brace Identification on Plans 2 Maximum Load 1745 lbs. (792Kg) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2%"(63mm) Schedule 7 Pipe 30 ft. (9.1m) 76 lbs. (35Kg.) 1 %"(38mm) Schedule 7 Pipe 535 ft. (163.1m) 813 lbs. (369Kg.) Percentage added for Fittings and Sprinklers 15 % 138 lbs. (63Kg.) Total Calculated Load of all pipe within Zone of Influence 922 Ibs.(419Kg.) {Tol-Brace Version 5.1.40} 2 of 2 Tol-Brace Seismic Calculations For Southcenter Square - S 17200 Southcenter Pkwy Job #TC6226 Brace Identification 2 Brace Type (Per NFPA#13) NFPA Type F Spacing of Brace 30 Ft.(9m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Length of Brace 7Ft. (2m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° 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 21/2 inch Sch. 7 1% inch Sch. 7 30 Feet (9m) 535 Feet (163m) Allowance for Heads and Fittings 0.15% Conclusions TOLCO a brand of NIaCQ Total Calculated Load of Pipe in Zone of Influence 922 lbs.(418Kg.) Material Capacity 3060.5991574859 lbs.(1388Kg.) Fastener Capacity 1745 lbs.(792Kg.) Fig.1001 Clamp 1386 lbs.(629Kg.) Fig.980 Universal Swivel 2395 Ibs.(1086Kg.) Structural Member: Bar Joist* Calculations prepared by J. Delvo *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.tolco.com 1 of 2 Tol-Brace Seismic Calculations Project Southcenter Square - S G ToLca Address: G 17200 Southcenter Pkwy G a brand of NIEICCT G Tukwila, WA 98188 G Job # TC6226 35 lbs. (16Kg.) Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fig.4A Clamp 1745 lbs. (792 Kg.) Fig.980 Universal Swivel 2395 lbs. (1086 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 5 '- 4 " (1.6m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 825 LIR Value 153 Maximum Horizontal Load 3019 lbs. (1370Kg.) BAR JOIST SWAY BRACE ATTACHMENT STEEL PIPE LATERAL BRACE TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACING = �� 4� TOLCO Q UNIVERSAL FIG. 980 SWAY Fastener Information Fastener Orientation NFPA Type D 10 BRACE FITTING 4 TYP. Type Fig. 825 Diameter N/A 30° Min. From ci Vertical Detail #1246 Length NSA Brace Identification on Plans 3 Maximum Load 1007 lbs. (457Kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 2M"(63mm) Schedule 7 Pipe 80 ft. (24.4m) 204 lbs. (93Kg.) Percentage added for Fittings and Sprinklers 15 % 35 lbs. (16Kg.) Total Calculated Load of all pipe within Zone of Influence 235lbs.(107Kq.) {Tol-Brace Version 5.1.40) 2 of 2 Tol-Brace Seismic Calculations For Southcenter Square S TOLCD 17200 Southcenter Pkwy a brand of BCO' Job #TC6226 Brace Identification 3 Brace Type (Per NFPA#13) NFPA Type D Spacing of Brace 80 Ft.(24m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Length of Brace 5.355Ft. (2m) Slenderness Ratio used for Load Calculation 153 True Angle of Brace for Calculation 30° 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 21/2 inch Sch. 7 80 Feet (24m) Allowance for Heads and Fittings 0.15% Conclusions Total Calculated Load of Pipe in Zone of Influence 235 lbs.(107Kg.) Material Capacity 3019.4152612375 Ibs.(1370Kg.) Fastener Capacity 1007 lbs.(457Kg.) Fig.4A Clamp 1745 lbs.(792Kg.) Fig.980 Universal Swivel 2395 lbs.(1086Kg.) Structural Member: Bar Joist* Calculations prepared by J. Delvo '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 Tot -Brace 5.1 visit us at www.tolco.com 1 of 2 Tol-Brace Seismic Calculations Project G Address: Southcenter Square - S 4 4jToLco' a brand of IIC0* G 17200 Southcenter Pkwy G G Tukwila, WA 98188 G Job # TC6226 Brace Information Tolco Brace Components Maximum Spacing 40'-0" (12.32m) Tolco Component Fig. Number Adjusted Load Fig.1000 Clamp 567 lbs. (257 Kg.) Fig.980 Universal Swivel 2395 lbs. (1086 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 2 '- 0 " (0.6m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE FITTING TOLCO FIG. 1000 FAST CLAMP L/R Value 58 Maximum Horizontal Load 36392 lbs. (16508Kg., Fastener Information Fastener Orientation NFPA Type F PIPE STEELLATERAL BRACE 60° Min. From Vertical Detail #3242 Type Wedge Anchor Diameter 1/2in. (13mm) Length 4in. (102mm) Brace Identification on Plans 4 Maximum Load 720 lbs. (327Kg.) Orientation of Brace Lateral Load Information Size and Type of Pipe Total Length Total Calculated Load 2"(50mm) Schedule 7 Pipe 40 ft. (12.2m) 76 lbs. (35Kg.) Percentage added for Fittings and Sprinklers 15 % 13 lbs. (6Kg.) Total Calculated Load of all pipe within Zone of Influence 87lbs.(40Kq.) {Tol-Brace Version 5.1.401 2 of 2 Tol-Brace Seismic Calculations For Southcenter Square - S 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 TDLCO a brand ofMECO' 4 NFPA Type F 40 Ft.(12m) Lateral 1" Sch.40 2.03Ft. (1m) 58 60° 1/2in. (13mm) In. Wedge Anchor 4in. (102mm) In. Summary of Pipe within Zone of Influence 2 inch Sch. 7 Allowance for Heads and Fittings Conclusions Total Calculated Load of Pipe in Zone Material Capacity Fastener Capacity Fig.1000 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by J. Delvo of Influence 40 Feet (12m) 0.15% 87 lbs.(39Kg.) 36392.379993887 I bs. (16508 Kg. ) 720 lbs.(327Kg.) 567 lbs.(257Kg.) 2395 lbs.(1086Kg.) CONCRETE WALL* *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.tolco.com 1 of 2 . . . Tol-Brace Seismic Calculations Gkl)1 ProjectToLCD Address: Southcenter Square - S G a brand of Nl9CtY 17200 Southcenter Pkwy G G Tukwila, WA 98188 G Job # TC6226 26 lbs. (12Kg.) Brace Information Tolco Brace Components Maximum Spacing 80'-0" (24.64m) Tolco Component Fig. Number Adjusted Load Fig.4 Clamp 269 lbs. (122 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 2 '- 0 " (0.6m) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11mm) Assembly Detail TOLCO FIG. UNIVERSAL BRACE FITTING STEEL PIPE�4 LATERAL BRACE TOLCO FIG. 4A PIPE CLAMP FOR SWAY BRACING 980 SWAY TYP. , le L/R Value 58 Maximum Horizontal Load 29714 lbs. (13478Kg.) Fastener Information Fastener Orientation NFPA Type H ill 1 IS Type Wedge Anchor Diameter 1/2in. (13mm) 45° Min. From Vertical CI Detail #1243 Length 4in. (102mm) Brace Identification on Plans 5 Maximum Load 975 lbs. (442Kg.) Orientation of Brace Longitudinal Load Information Size and Type of Pipe Total Length Total Calculated Load 2"(50mm) Schedule 7 Pipe 80 ft. (24.4m) 152 lbs. (69Kg.) Percentage added for Fittings and Sprinklers 15 % 26 lbs. (12Kg.) Total Calculated Load of all pipe within Zone of Influence 174 lbs.(79Kq.) (Tol-Brace Version 5.1.40) Tol-Brace Seismic Calculations For Southcenter Square - S 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 2 of 2 TDLCO'0 a brand of NI "' GCS' 5 NFPA Type H 80 Ft.(24m) Longitudinal 1" Sch.40 2.03Ft. (1m) 58 45° 1/2in. (13mm) In. Wedge Anchor 4in. (102mm) In. 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.4 Clamp Fig.980 Universal Swivel Structural Member: Calculations prepared by J. Delvo 80 Feet (24m) 0.15% 174 Ibs.(79Kg.) 29714.2492990558 I bs. (13478 Kg. ) 975 lbs.(442Kg.) 269 lbs.(122Kg.) 1955 lbs.(887Kg.) Concrete Wall* *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 vnwi.tolco.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 SOUTHCENTER SQUARE JOB NO. TC6226 BUILDING 'S' . - • • ' DATE 2/12/07 ADDRESS 17200 SOUTHCENTER PARKWAY ii~•"Z S 3 _.ABY J. DELVO TUKWILA, WA 98188 • - SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION: RETAIL 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 419 "C" FACTOR UNDERGROUND 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 130 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: F1FR TEMPERATURE: 155 ° F K -FACTOR: 5.6 ORIFICE SIZE: 1/2" WATER SUPPLY: STATIC 150 PSI RESIDUAL 122 PSI FLOW 2,848 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 384.46 GPM REQUIRED AT 94.60 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 634.46 GPM REQUIRED AT 99.00 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) • TH ENTER SQUARE — BUILDIN d rADIIIY•l1 i•741144:1171:11AW\'1 Z m a co co N N CO U I- 0 coz 0 1�u1GL'L�� a a a 0 0 0 N J 0 w CC 0 z O J LL !:.6.12;161 P i ' i1 �il_1`►Ii w U) 0 CO cc a0 0LL CD 4a 0 <0 w v V- J c) Z Z -YSTEM DEMAND • CITY • NNE TI • EIINEENINIlII!!EEl:IECNEIININNIENEE MIlIEEEECEE9 IIIIINC n■■■■■■■■.■■■■n■..n■■■C.■■■■■■■.■■■■■■■.■■■■■■■■n■■■■■�i■■n■■■■■■■ ■■■■InliINHII!INw■INII■l IIIiNN111hNtwIIIIIIIINC N 1 NIIIIIIII111HII .fEIIN■ICNE:I::ii''■■ 1IHINtdN:IE''■1IHHU ....■._.....:Ia 1 NNC■N.IIIU■ii■■■ii■:•:•■liI■..■■n■■■•UB•UU•1:W4I■:U•IUUU■i::in:: u■■■nn.n.■....■■nn■■■■■m...■.■.u■■■■n■■.VI..■■.■■n■...■.■■ 11111111111IIIINIIIINNNIIINl1111::IuIIIIIIIIIdlll:H1eI: IuIl:l: I:IIIuuIu:I:IuIBuuIHIUnuIl■INIII11uIIuIIIIHIP 1IIIIIHIUIIIeIH iii iiiii!ii!!Niliiiii.iiiiiiiiiiiiiiiiiliii:iliaiiiN:::::ii:Nli ■.■.■■■■■!■....■■■■■..■■ ■ ■■■■■.■■.■■.■ ■■■■.'I■■■■w■.■■.■.■■■■. ■.■. ::_::::::::::::::I!1IuII:i:::I:II::N1111:1:►:l111II111:IIuI 1HhI:I ■■■■■■■■■■■■■■■■■■■■.■■■■■..■.■■.■..■■■.■.■■r..■.■■ n■■n.■■■■■■■■.■.■ IHIIIII1IIIIIIIII1lIIIIIIIII1IIIIIIIHIiiPiiiiiIiiIIIiIiiiIUilli!O i■■...■■■..■■■.■■..■■■■.■.■■■.■■■.■■■■II■■■.■■ .■■■■■.■■■■■■■. 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TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 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 121 31.18 26.00 5.60 30.99 122 31.02 26.00 5.60 30.68 123 26.12 26.00 5.60 21.76 124 26.00 26.00 5.60 21.56 125 26.00 26.00 5.60 21.56 126 26.08 26.00 5.60 21.69 127 26.41 26.00 5.60 22.24 128 27.12 26.00 5.60 23.45 129 26.82 26.00 5.60 22.93 130 26.81 26.00 5.60 22.92 131 26.88 26.00 5.60 23.03 132 27.17 26.00 5.60 23.54 133 27.84 26.00 5.60 24.72 134 29.00 26.00 5.60 26.83 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 10 TO 20 384.46 GPM 250.00 GPM 634.46 GPM 99.00 PSI 0.00 PSI 21.40 FPS 02-12-2007 PAGE 1 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 2 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 2.709 L 1.00 C=120 PT 0.00 ( 22) Q 384.46 F=0 F 0.00 PE 0.00 NC T 1.00 0.3040 PF 0.30 PT 0.30 ( 21) 131 130 1.710 L 8.50 C=120 PT 22.92 (130) Q 20.74 F=0 F 0.00 PE 0.00 BL T 8.50 0.0129 PF 0.11 132 131DQ 26.88 1.710 L 8.50 C=120 PT 23.03 (131) Q 47.62 F=0 F 0.00 PE 0.00 BL T 8.50 0.0600 PF 0.51 133 132DQ 27.17 1.710 L 8.50 C=120 PT 23.54 (132) Q 74.79 F=0 F 0.00 PE 0.00 BL T 8.50 0.1382 PF 1.17 134 133DQ 27.84 1.710 L 8.50 C=120 PT 24.71 (133) Q 102.63 F=0 F 0.00 PE 0.00 BL T 8.50 0.2482 PF 2.11 70 134DQ 29.00 1.710 L 4.00 C=120 PT 26.82 (134) Q 131.63 F=0 F 0.00 PE 0.87 BL T 4.00 0.3934 PF 1.57 69 70 2.709 L 13.50 C=120 PT 29.26 ( 70) Q 131.63 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0418 PF 0.56 PT 29.82 ( 69) 129 130 1.710 L 8.50 C=120 PT 22.92 (130) Q 6.07 F=0 F 0.00 PE 0.00 BL T 8.50 0.0013 PF 0.01 40 129DQ 26.82 1.710 L 58.00 C=120 PT 22.93 (129) Q 32.89 F=E/T F 18.00 PE 0.00 BL T 76.00 0.0302 PF 2.30 PT 25.23 ( 40) 126 125 1.710 L 8.50 C=120 PT 21.56 (125) Q 23.51 F=0 F 0.00 PE 0.00 BL T 8.50 0.0163 PF 0.14 127 126DQ 26.08 1.710 L 8.50 C=120 PT 21.70 (126). Q 49.60 F=0 F 0.00 PE 0.00 BL T 8.50 0.0646 PF 0.55 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 3 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 128 127DQ 26.41 1.710 L 8.50 C=120 PT 22.25 (127) Q 76.01 F=0 F 0.00 PE 0.00 BL T 8.50 0.1424 PF 1.21 69 128DQ 27.12 1.710 L 4.00 C=120 PT 23.46 (128) Q 103.13 F=E/T F 18.00 PE 0.87 BL T 22.00 0.2504 PF 5.51 68 69DQ 131.63 2.709 L 13.50 C=120 PT 29.84 ( 69) Q 234.76 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.1220 PF 1.65 PT 31.49 ( 68) 124 125 1.710 Q 2.49 BL 123 124DQ 26.00 1.710 Q 28.49 BL 40 123DQ 26.12 1.710 Q 54.61 BL L 8.50 C=120 PT 21.56 (125) F=0 F 0.00 PE 0.00 T 8.50 0.0003 PF 0.00 L 8.50 C=120 PT 21.56 (124) F=0 F 0.00 PE 0.00 T 8.50 0.0232 PF 0.20 L 45.00 C=120 PT 21.76 (123) F=0 F 0.00 PE 0.00 T 45.00 0.0772 PF 3.47 39 40DQ 32.89 1.710 L 112.00 C=120 PT 25.23 ( 40) Q 87.50 F=4E F 24.00 PE 0.00 BL T 136.00 0.1848 PF 25.13 PT 50.36 ( 39) 122 68 1.710 L 70.00 C=120 PT 31.48 ( 68) Q 5.31 F=0 F 0.00 PE -0.87 BL T 70.00 0.0010 PF 0.07 121 122DQ 31.02 1.710 L 8.50 C=120 PT 30.68 (122) Q 36.33 F=0 F 0.00 PE 0.00 BL T 8.50 0.0363 PF 0.31 38 121DQ 31.18 1.710 L 157.00 C=120 PT 30.99 (121) Q 67.51 F=4E F 24.00 PE 0.00 BL T 181.00 0.1144 PF 20.71 PT 51.70 ( 38) 67 68 2.709 Q 229.45 CM3 L 13.50 C=120 PT 31.48 ( 68) F=0 F 0.00 PE 0.00 T 13.50 0.1170 PF 1.58 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 37 67DQ -172.56 1.710 Q 56.89 BL 66 67 2.709 Q 172.56 CM3 36 66DQ -115.97 1.710 Q 56.59 BL 65 66 2.709 Q 115.97 CM3 35 65DQ -58.62 1.710 Q 57.35 BL L 203.00 C=120 PT 33.06 ( 67) F=E,T/4E F 42.00 PE -0.87 T 245.00 0.0833 PF 20.41 PT 52.60 ( 37) L 13.50 C=120 PT 33.06 ( 67) F=0 F 0.00 PE 0.00 T 13.50 0.0691 PF 0.93 L 203.00 C=120 PT 33.99 ( 66) F=E,T/4E F 42.00 PE -0.87 T 245.00 0.0825 PF 20.21 PT 53.33 ( 36) L 13.50 C=120 PT 33.99 ( 66) F=0 F 0.00 PE 0.00 T 13.50 0.0331 PF 0.45 L 203.00 C=120 PT 34.44 ( 65) F=E,T/4E F 42.00 PE -0.87 T 245.00 0.0846 PF 20.73 PT 54.30 ( 35) 64 65 2.709 L 13.50 C=120 PT 34.44 ( 65) Q 58.62 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0094 PF 0.13 34 64 1.710 L 203.00 C=120 PT 34.57 ( 64) Q 58.62 F=E,T/4E F 42.00 PE -0.87 BL T 245.00 0.0881 PF 21.58 PT 55.28 ( 34) 59 39 1.710 L 251.00 C=120 PT 50.36 ( 39) Q 20.83 F=8E F 48.00 PE 0.00 BL T 299.00 0.0130 PF 3.89 49 59 1.710 L 2.00 C=120 PT 54.25 ( 59) Q 20.83 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.0130 PF 0.34 48 49 2.709 L 13.50 C=120 PT 55.46 ( 49) Q 20.83 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0014 PF 0.02 PT 55.48 ( 48) SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 5 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 58 38 1.710 L 251.00 C=120 PT 51.69 ( 38) Q 17.04 F=8E F 48.00 PE 0.00 BL T 299.00 0.0090 PF 2.69 48 58 1.710 L 2.00 C=120 PT 54.38 ( 58) Q 17.04 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.0090 PF 0.23 47 48DQ 20.83 2.709 L 13.50 C=120 PT 55.48 ( 48) Q 37.87 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0042 PF 0.06 PT 55.54 ( 47) 149 37 1.710 L 238.00 C=120 PT 52.60 ( 37) Q 14.09 F=8E F 48.00 PE 0.00 BL T 286.00 0.0063 PF 1.80 150 149 1.710 L 9.00 C=120 PT 54.40 (149) Q 14.09 F=0 F 0.00 PE 0.00 BL T 9.00 0.0063 PF 0.06 57 150 1.710 L 5.00 C=120 PT 54.46 (150) Q 14.09 F=0 F 0.00 PE 0.00 BL T 5.00 0.0063 PF 0.03 47 57 1.710 L 2.00 C=120 PT 54.49 ( 57) Q 14.09 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.0063 PF 0.16 46 47DQ 37.87 2.709 L 13.50 C=120 PT 55.52 ( 47) Q 51.96 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0075 PF 0.10 PT 55.62 ( 46) 143 36 1.710 L 218.00 C=120 PT 53.34 ( 36) Q 12.48 F=4E F 24.00 PE 0.00 BL T 242.00 0.0050 PF 1.21 144 143 1.710 L 9.00 C=120 PT 54.55 (143) Q 12.48 F=0 F 0.00 PE 0.00 BL T 9.00 0.0050 PF 0.04 56 144 1.710 L 5.00 C=120 PT 54.59 (144) Q 12.48 F=0 F 0.00 PE 0.00 BL T 5.00 0.0050 PF 0.02 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 46 56 1.710 L 2.00 C=120 PT 54.61 ( 56) Q 12.48 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.0050 PF 0.13 45 46DQ 51.96 2.709 L 13.50 C=120 PT 55.61 ( 46) Q 64.45 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0112 PF 0.15 PT 55.76 ( 45) 141 35 1.710 L 218.00 C=120 PT 54.29 ( 35) Q 7.95 F=4E F 24.00 PE 0.00 BL T 242.00 0.0022 PF 0.53 142 141 1.710 L 9.00 C=120 PT 54.82 (141) Q 7.95 F=0 F 0.00 PE 0.00 BL T 9.00 0.0022 PF 0.02 55 142 1.710 L 5.00 C=120 PT 54.84 (142) Q 7.95 F=0 F 0.00 PE 0.00 BL T 5.00 0.0022 PF 0.01 45 55 1.710 L 2.00 C=120 PT 54.85 ( 55) Q 7.95 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.0022 PF 0.06 44 45DQ 64.45 2.709 L 13.50 C=120 PT 55.78 ( 45) Q 72.39 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0138 PF 0.19 54 44DQ -68.36 1.710 L 2.00 C=120 PT 55.97 ( 44) Q 4.03 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0006 PF 0.02 34 54 1.710 L 231.00 C=120 PT 55.12 ( 54) Q 4.03 F=4E F 24.00 PE 0.00 BL T 255.00 0.0006 PF 0.15 24 34DQ 58.62 1.710 L 2.00 C=120 PT 55.27 ( 34) Q 62.65 F=2T F 24.00 PE 0.87 RN T 26.00 0.0996 PF 2.59 PT 58.73 ( 24) 43 44 2.709 L 13.50 C=120 PT 55.96 ( 44) Q 68.36 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0125 PF 0.17 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 53 43DQ -42.53 1.710 L 2.00 C=120 PT 56.13 ( 43) Q 25.83 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0193 PF 0.50 102 53 1.710 L 5.00 C=120 PT 55.76 ( 53) Q 25.83 F=0 F 0.00 PE 0.00 BL T 5.00 0.0193 PF 0.10 101 102 1.710 L 9.00 C=120 PT 55.86 (102) Q 25.83 F=0 F 0.00 PE 0.00 BL T 9.00 0.0193 PF 0.17 33 101 1.710 L 216.00 C=120 PT 56.03 (101) Q 25.83 F=0 F 0.00 PE 0.00 BL T 216.00 0.0193 PF 4.17 23 33 1.710 L 2.00 C=120 PT 60.20 ( 33) Q 25.83 F=2T F 24.00 PE 0.87 RN T 26.00 0.0193 PF 0.50 PT 61.57 ( 23) 42 43 2.709 L 13.50 C=120 PT 56.13 ( 43) Q 42.53 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0052 PF 0.07 52 42DQ -19.93 1.710 L 2.00 C=120 PT 56.20 ( 42) Q 22.60 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0151 PF 0.39 104 52 1.710 L 5.00 C=120 PT 55.72 ( 52) Q 22.60 F=0 F 0.00 PE 0.00 BL T 5.00 0.0151 PF 0.08 103 104 1.710 L 9.00 C=120 PT 55.80 (104) Q 22.60 F=0 F 0.00 PE 0.00 BL T 9.00 0.0151 PF 0.14 30 103 1.710 L 110.00 C=120 PT 55.94 (103) Q 22.60 F=0 F 0.00 PE 0.00 BL T 110.00 0.0151 PF 1.66 PT 57.60 ( 30) 41 42 2.709 L 13.50 C=120 PT 56.20 ( 42) Q 19.93 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0013 PF 0.02 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 51 41 1.710 L 2.00 C=120 PT 56.22 ( 41) Q 19.93 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0120 PF 0.31 110 51 1.710 L 5.00 C=120 PT 55.66 ( 51) Q 19.93 F=0 F 0.00 PE 0.00 BL T 5.00 0.0120 PF 0.06 109 110 1.710 L 9.00 C=120 PT 55.72 (110) Q 19.93 F=0 F 0.00 PE 0.00 BL T 9.00 0.0120 PF 0.11 30 109 1.710 L 124.00 C=120 PT 55.83 (109) Q 19.93 F=2T F 24.00 PE 0.00 BL T 148.00 0.0120 PF 1.78 32 30DQ 22.60 1.710 L 106.00 C=120 PT 57.61 ( 30) Q 42.53 F=0 F 0.00 PE 0.00 BL T 106.00 0.0486 PF 5.15 22 32 1.710 L 2.00 C=120 PT 62.76 ( 32) Q 42.53 F=2T F 24.00 PE 0.87 RN T 26.00 0.0486 PF 1.26 PT 64.89 ( 22) 29 39 1.710 L 2.00 C=120 PT 50.36 ( 39) Q 66.67 F=2T F 24.00 PE 0.87 RN T 26.00 0.1117 PF 2.90 28 29 2.709 L 13.50 C=120 PT 54.13 ( 29) Q 66.67 F=0 F 0.00 PE 0.00 CM T 13.50 0.0119 PF 0.16 PT 54.29 ( 28) 28 38 1.710 L 2.00 C=120 PT 51.69 ( 38) Q 50.47 F=2T F 24.00 PE 0.87 RN T 26.00 0.0668 PF 1.74 27 28DQ 66.67 2.709 L 13.50 C=120 PT 54.30 ( 28) Q 117.13 F=0 F 0.00 PE 0.00 CM T 13.50 0.0337 PF 0.45 PT 54.75 ( 27) 27 37 1.710 L 2.00 C=120 PT 52.60 ( 37) Q 42.79 F=2T F 24.00 PE 0.87 RN T 26.00 0.0492 PF 1.28 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 26 .27DQ 117.13 2.709 L 13.50 C=120 PT 54.75 ( 27) Q 159.93 F=0 F 0.00 PE 0.00 CM T 13.50 0.0600 PF 0.81 PT 55.56 ( 26) 26 36 1.710 L 2.00 C=120 PT 53.34 ( 36) Q 44.11 F=2T F 24.00 PE 0.87 RN T 26.00 0.0520 PF 1.35 25 26DQ 159.93 2.709 L 13.50 C=120 PT 55.56 ( 26) Q 204.04 F=0 F 0.00 PE 0.00 CM T 13.50 0.0942 PF 1.27 PT 56.83 ( 25) 25 35 1.710 L 2.00 C=120 PT 54.29 ( 35) Q 49.41 F=2T F 24.00 PE 0.87 RN T 26.00 0.0642 PF 1.67 24 25DQ 204.04 2.709 L 13.50 C=120 PT 56.83 ( 25) Q 253.44 F=0 F 0.00 PE 0.00 CM T 13.50 0.1406 PF 1.90 23 24DQ 62.65 2.709 L 13.50 C=120 PT 58.73 ( 24) Q 316.10 F=0 F 0.00 PE 0.00 CM T 13.50 0.2116 PF 2.86 22 23DQ 25.83 2.709 L 13.50 C=120 PT 61.59 ( 23) Q 341.93 F=0 F 0.00 PE 0.00 CM T 13.50 0.2447 PF 3.30 PT 64.89 ( 22) 20 21 2.709 L 4.50 C=120 PT 65.19 ( 21) Q 384.46 F=E F 10.00 PE 0.00 FM T 14.50 0.3040 PF 4.41 10 20 2.709 L 17.00 C=120 PT 69.60 ( 20) Q 384.46 F=T/BFY,E F 41.00 PE 7.37 FM T 58.00 0.3040 PF 17.63 5 10 6.357 L 2.50 C=120 PT 94.60 ( 10) Q 384.46 F=E F 18.00 PE 0.65 UN T 20.50 0.0048 PF 0.10 2 5 6.155 L 115.00 C=140 PT 95.35 ( 5) Q 384.46 F=E F 13.00 PE 0.00 UN T 128.00 0.0042 PF 0.54 SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 10 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 0.01 C=120 PT 95.89 ( 2) Q 384.46 F=DD1 F 0.00 PE 0.00 FM T 0.01 0.0063 PF 0.00 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.82 0 1 6.155 Q 384.46 UN L 25.00 C=140 PT 98.71 ( 1) F=T/GV F 47.00 PE 0.00 T 72.00 0.0042 PF 0.30 PT 99.01 ( 0) SMITH FIRE SYSTEMS, INC. JOB NO. TC6226 SOUTHCENTER SQUARE SYSTEM # 1 SOUTHWEST CORNER AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .20 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 367.10 GPM AT 83.89 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 617.1 GPM 148.71 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 32.66 26.00 5.60 34.01 102 32.60 26.00 5.60 33.88 103 27.93 26.00 5.60 24.88 104 27.87 26.00 5.60 24.77 105 27.28 26.00 5.60 23.73 106 26.49 26.00 5.60 22.37 107 26.11 26.00 5.60 21.73 108 26.00 26.00 5.60 21.56 109 28.43 26.00 5.60 25.78 110 28.42 26.00 5.60 25.75 111 28.07 26.00 5.60 25.13 112 27.68 26.00 5.60 24.42 113 27.56 26.00 5.60 24.23 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 10 TO 20 367.10 GPM 250.00 GPM 617.10 GPM 88.22 PSI 0.00 PSI 20.43 FPS 02-12-2007 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 107 108 26.00 9.00 0.0 1.710 BN 0.020 0.00 21.74 21.56 106 107 52.11 9.00 0.0 1.710 BN 0.071 0.00 22.38 21.74 105 106 78.59 9.00 0.0 1.710 BN 0.152 0.00 23.74 22.38 52 105 105.87 4.00 0.0 1.710 BN 0.263 0.00 24.79 23.74 112 113 27.56 9.00 0.0 1.710 BN 0.022 0.00 24.43 24.23 111 112 55.24 9.00 0.0 1.710 BN 0.079 0.00 25.14 24.43 51 111 83.31 4.00 0.0 1.710 BN 0.169 0.00 25.82 25.14 21 22 367.10 1.00 0.0 2.709 NC 0.279 0.00 56.28 56.00 51 110 19.01 5.00 0.0 1.710 BL 0.011 0.00 25.80 25.75 41 51 102.33 2.00 24.0 1.710 RN2 0.247 0.87 33.09 25.80 42 41 102.33 13.50 0.0 2.709 CM2 0.026 0.00 33.45 33.09 43 42 215.99 13.50 0.0 2.709 CM2 0.105 0.00 34.86 33.45 44 43 226.45 13.50 0.0 2.709 CM2 0.114 0.00 36.40 34.86 45 44 183.48 13.50 0.0 2.709 CM2 0.077 0.00 37.44 36.40 46 45 143.22 13.50 0.0 2.709 CM2 0.049 0.00 38.10 37.44 47 46 104.48 13.50 0.0 2.709 CM2 0.027 0.00 38.47 38.10 48 47 69.38 13.50 0.0 2.709 CM2 0.013 0.00 38.64 38.47 49 48 34.65 13.50 0.0 2.709 CM2 0.004 0.00 38.69 38.64 59 49 34.65 2.00 24.0 1.710 RN2 0.033 -0.87 38.69 38.69 39 59 34.65 251.00 48.0 1.710 BL 0.033 0.00 48.65 38.69 40 39 4.78 112.00 24.0 1.710 BL 0.001 0.00 48.77 48.65 129 40 2.31 58.00 18.0 1.710 BL 0.000 0.00 48.79 48.77 130 129 2.31 8.50 0.0 1.710 BL 0.000 0.00 48.79 48.79 131 130 2.31 8.50 0.0 1.710 BL 0.000 0.00 48.79 48.79 132 131 2.31 8.50 0.0 1.710 BL 0.000 0.00 48.79 48.79 133 132 2.31 8.50 0.0 1.710 BL 0.000 0.00 48.79 48.79 134 133 2.31 8.50 0.0 1.710 BL 0.000 0.00 48.79 48.79 70 134 2.31 4.00 0.0 1.710 BL 0.000 0.87 49.66 48.79 69 70 2.31 13.50 0.0 2.709 CM3 0.000 0.00 49.66 49.66 123 40 2.47 45.00 0.0 1.710 BL 0.000 0.00 48.78 48.77 124 123 2.47 8.50 0.0 1.710 BL 0.000 0.00 48.78 48.78 125 124 2.47 8.50 0.0 1.710 BL 0.000 0.00 48.78 48.78 126 125 2.47 8.50 0.0 1.710 BL 0.000 0.00 48.78 48.78 127 126 2.47 8.50 0.0 1.710 BL 0.000 0.00 48.78 48.78 128 127 2.47 8.50 0.0 1.710 BL 0.000 0.00 48.78 48.78 69 128 2.47 4.00 18.0 1.710 BL 0.000 0.87 49.66 48.78 68 69 4.78 13.50 0.0 2.709 CM3 0.000 0.00 49.66 49.66 58 48 34.73 2.00 24.0 1.710 RN2 0.033 -0.87 38.65 38.65 38 58 34.73 251.00 48.0 1.710 BL 0.033 0.00 48.64 38.65 121 38 3.86 157.00 24.0 1.710 BL 0.001 0.00 48.75 48.64 122 121 3.86 8.50 0.0 1.710 BL 0.001 0.00 48.76 48.75 68 122 3.86 70.00 0.0 1.710 BL 0.001 0.87 49.67 48.76 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 67 68 8.64 13.50 0.0 2.709 CM3 0.000 0.00 49.67 49.67 57 47 35.10 2.00 24.0 1.710 RN2 0 034 -0.87 38.49 38.47 150 57 35.10 5.00 0.0 1.710 BL 0 034 0.00 38.66 38.49 149 150 35.10 9.00 0.0 1.710 BL 0 034 0.00 38.97 38.66 37 149 35.10 238.00 48.0 1.710 BL 0 034 0.00 48.72 38.97 67 37 2.81 203.00 42.0 1.710 BL 0 000 0.87 49.66 48.72 66 67 11.46 13.50 0.0 2.709 CM3 0 001 0.00 49.67 49.66 56 46 38.75 2.00 24.0 1.710 RN2 0.041 -0.87 38.30 38.11 144 56 38.75 5.00 0.0 1.710 BL 0.041 0.00 38.50 38.30 143 144 38.75 9.00 0.0 1.710 BL 0.041 0.00 38.87 38.50 36 143 38.75 218.00 24.0 1.710 BL 0.041 0.00 48.77 38.87 66 36 1.42 203.00 42.0 1.710 BL 0.000 0.87 49.66 48.77 65 66 12.87 13.50 0.0 2.709 CM3 0.001 0.00 49.67 49.66 35 65 4.06 203.00 42.0 1.710 BL 0.001 -0.87 48.95 49.67 64 65 8.81 13.50 0.0 2.709 CM3 0.000 0.00 49.68 49.68 34 64 8.81 203.00 42.0 1.710 BL 0.003 -0.87 49.45 49.68 55 45 40.25 2.00 24.0 1.710 RN2 0.044 -0.87 37.72 37.45 142 55 40.25 5.00 0.0 1.710 BL 0.044 0.00 37.94 37.72 141 142 40.25 9.00 0.0 1.710 BL 0.044 0.00 38.34 37.94 35 141 40.25 218.00 24.0 1.710 BL 0.044 0.00 48.96 38.34 25 35 44.31 2.00 24.0 1.710 RN 0.052 0.87 51.19 48.96 54 44 42.97 2.00 24.0 1.710 RN2 0.050 -0.87 36.82 36.40 34 54 42.97 231.00 24.0 1.710 BL 0.050 0.00 49.47 36.82 24 34 51.78 2.00 24.0 1.710 RN 0.070 0.87 52.16 49.47 53 102 10.45 5.00 0.0 1.710 BL 0.004 0.00 33.90 33.88 43 53 10.45 2.00 24.0 1.710 RN2 0.004 0.87 34.86 33.90 101 102 22.14 9.00 0.0 1.710 BL 0.014 0.00 34.01 33.88 33 101 54.80 216.00 0.0 1.710 BL 0.078 0.00 50.81 34.01 23 33 54.80 2.00 24.0 1.710 RN 0.078 0.87 53.70 50.81 52 104 7.79 5.00 0.0 1.710 BL 0.002 0.00 24.78 24.77 42 52 113.67 2.00 24.0 1.710 RN2 0.300 0.87 33.44 24.78 103 104 20.08 9.00 0.0 1.710 BL 0.012 0.00 24.88 24.77 30 103 48.01 110.00 0.0 1.710 BL 0.061 0.00 31.58 24.88 109 110 9.41 9.00 0.0 1.710 BL 0.003 0.00 25.78 25.75 30 109 37.84 124.00 24.0 1.710 BL 0.039 0.00 31.58 25.78 32 30 85.85 106.00 0.0 1.710 BL 0.178 0.00 50.49 31.58 22 32 85.85 2.00 24.0 1.710 RN 0.178 0.87 56.00 50.49 29 39 29.87 2.00 24.0 1.710 RN 0.025 0.87 50.18 48.65 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 28 29 29.87 13.50 0.0 2.709 CM 0.003 0.00 50.22 50.18 28 38 30.87 2.00 24.0 1.710 RN 0.027 0.87 50.22 48.65 27 28 60.74 13.50 0.0 2.709 CM 0.010 0.00 50.35 50.22 27 37 32.28 2.00 24.0 1.710 RN 0.029 0.87 50.35 48.72 26 27 93.02 13.50 0.0 2.709 CM 0.022 0.00 50.65 50.35 26 36 37.33 2.00 24.0 1.710 RN 0.038 0.87 50.65 48.79 25 26 130.35 13.50 0.0 2.709 CM 0.041 0.00 51.20 50.65 24 25 174.66 13.50 0.0 2.709 CM 0.071 0.00 52.15 51.20 23 24 226.45 13.50 0.0 2.709 CM 0.114 0.00 53.69 52.15 22 23 281.25 13.50 0.0 2.709 CM 0.170 0.00 55.99 53.69 20 21 367.10 4.50 10.0 2.709 FM 0.279 0.00 60.33 56.28 10 20 367.10 17.00 41.0 2.709 FM 0.279 7.37 83.89 60.33 5 10 367.10 2.50 18.0 6.357 UN 0.004 0.65 84.63 83.89 2 5 367.10 115.00 13.0 6.155 UN 0.004 0.00 85.13 84.63 1 2 367.10 0.01 0.0 6.000 FM 0.006 0.00 85.13 85.13 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.83 0 1 367.10 25.00 47.0 6.155 UN 0.004 0.00 88.24 87.96 SMITH FIRE SYSTEMS, INC. JOB NO. TC6226 SOUTHCENTER SQUARE SYSTEM # 1 NORTHWEST CORNER AUXILIARY HYDRAULIC CALCULATION DESIGN DENSITY: .20 GPM / 1500 SQ. FT. SYSTEM DEMAND AT BASE OF RISER 388.62 GPM AT 85.38 PSI AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 638.6 GPM 148.63 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 141 31.93 26.00 5 60 32.50 142 31.90 26.00 5 60 32.45 143 28.22 26.00 5 60 25.40 144 28.11 26.00 5 60 25.19 145 27.51 26.00 5 60 24.13 146 26.71 26.00 5 60 22.74 147 26.32 26.00 5 60 22.09 148 26.22 26.00 5 60 21.92 149 27.96 26.00 5 60 24.93 150 27.88 26.00 5 60 24.78 151 27.28 26.00 5 60 23.73 152 26.49 26.00 5 60 22.37 153 26.11 26.00 5 60 21.73 154 26.00 26.00 5 60 21.56 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 10 TO 20 388.62 GPM 250.00 GPM 638.62 GPM 89.79 PSI 0.00 PSI 21.63 FPS 02-12-2007 PAGE 1 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 2 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 153 154 26.00 9.00 0.0 1.710 BN 0.020 0.00 21.74 21.56 152 153 52.11 9.00 0.0 1.710 BN 0.071 0.00 22.38 21.74 151 152 78.59 9.00 0.0 1.710 BN 0.152 0.00 23.74 22.38 57 151 105.87 4.00 0.0 1.710 BN 0.263 0.00 24.79 23.74 147 148 26.22 9.00 0.0 1.710 BN 0.020 0.00 22.10 21.92 146 147 52.54 9.00 0.0 1.710 BN 0.072 0.00 22.75 22.10 145 146 79.24 9.00 0.0 1.710 BN 0.154 0.00 24.13 22.75 56 145 106.75 4.00 0.0 1.710 BN 0.267 0.00 25.20 24.13 21 22 388.62 1.00 0.0 2.709 NC 0.310 0.00 55.52 55.21 57 150 3.86 5.00 0.0 1.710 BL 0.001 0.00 24.78 24.78 47 57 109.73 2.00 24.0 1.710 RN2 0.281 0.87 32.95 24.78 48 47 76.85 13.50 0.0 2.709 CM2 0.015 0.00 33.16 32.95 49 48 38.38 13.50 0.0 2.709 CM2 0.004 0.00 33.22 33.16 59 49 38.38 2.00 24.0 1.710 RN2 0.040 -0.87 33.40 33.22 39 59 38.38 251.00. 48.0 1.710 BL 0.040 0.00 45.42 33.40 40 39 4.06 112.00 24.0 1.710 BL 0.001 0.00 45.50 45.42 129 40 1.96 58.00 18.0 1.710 BL 0.000 0.00 45.52 45.50 130 129 1.96 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 131 130 1.96 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 132 131 1.96 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 133 132 1.96 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 134 133 1.96 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 70 134 1.96 4.00 0.0 1.710 BL 0.000 0.87 46.39 45.52 69 70 1.96 13.50 0.0 2.709 CM3 0.000 0.00 46.39 46.39 123 40 2.11 45.00 0.0 1.710 BL 0.000 0.00 45.52 45.51 124 123 2.11 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 125 124 2.11 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 126 125 2.11 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 127 126 2.11 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 128 127 2.11 8.50 0.0 1.710 BL 0.000 0.00 45.52 45.52 69 128 2.11 4.00 18.0 1.710 BL 0.000 0.87 46.39 45.52 68 69 4.06 13.50 0.0 2.709 CM3 0.000 0.00 46.39 46.39 58 48 38.47 2.00 24.0 1.710 RN2 0.040 -0.87 33.34 33.16 38 58 38.47 251.00 48.0 1.710 BL 0.040 0.00 45.42 33.34 121 38 3.19 157.00 24.0 1.710 BL 0.000 0.00 45.49 45.42 122 121 3.19 8.50 0.0 1.710 BL 0.000 0.00 45.49 45.49 68 122 3.19 70.00 0.0 1.710 BL 0.000 0.87 46.39 45.49 67 68 7.26 13.50 0.0 2.709 CM3 0.000 0.00 46.39 46.39 149 150 24.02 9.00 0.0 1.710 BL 0.017 0.00 24.93 24.78 37 149 51.98 238.00 48.0 1.710 BL 0.071 0.00 45.09 24.93 67 37 7.11 203.00 42.0 1.710 BL 0.002 0.87 46.40 45.09 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 3 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 66 67 14.37 13.50 0.0 2.709 CM3 0.001 0.00 46.41 46.40 144 56 0.03 5.00 0.0 1.710 BL 0.000 0.00 25.19 25.19 143 144 28.14 9.00 0.0 1.710 BL 0.023 0.00 25.39 25.19 36 143 56.36 218.00 24.0 1.710 BL 0.082 0.00 45.21 25.39 66 36 6.14 203.00 42.0 1.710 BL 0.001 0.87 46.42 45.21 65 66 20.51 13.50 0.0 2.709 CM3 0.001 0.00 46.44 46.42 35 65 6.55 203.00 42.0 1.710 BL 0.002 -0.87 45.94 46.44 64 65 13.95 13.50 0.0 2.709 CM3 0.001 0.00 46.44 46.43 34 64 13.95 203.00 42.0 1.710 BL 0.006 -0.87 47.09 46.44 55 142 18.15 5.00 0.0 1.710 BL 0.010 0.00 32.50 32.45 45 55 18.15 2.00 24.0 1.710 RN2 0.010 0.87 33.63 32.50 141 142 13.75 9.00 0.0 1.710 BL 0.006 0.00 32.50 32.45 35 141 45.68 218.00 24.0 1.710 BL 0.056 0.00 45.93 32.50 25 35 52.23 2.00 24.0 1.710 RN 0.071 0.87 48.65 45.93 46 47 32.88 13.50 0.0 2.709 CM2 0.003 0.00 33.00 32.96 45 46 139.61 13.50 0.0 2.709 CM2 0.047 0.00 33.63 33.00 44 45 157.75 13.50 0.0 2.709 CM2 0.058 0.00 34.42 33.63 54 44 42.31 2.00 24.0 1.710 RN2 0.048 -0.87 34.80 34.42 34 54 42.31 231.00 24.0 1.710 BL 0.048 0.00 47.09 34.80 24 34 56.26 2.00 24.0 1.710 RN 0.082 0.87 50.08 47.09 43 44 115.44 13.50 0.0 2.709 CM2 0.033 0.00 34.86 34.42 53 43 48.36 2.00 24.0 1.710 RN2 0.062 -0.87 35.59 34.86 102 53 48.36 5.00 0.0 1.710 BL 0.062 0.00 35.90 35.59 101 102 48.36 9.00 0.0 1.710 BL 0.062 0.00 36.46 35.90 33 101 48.36 216.00 0.0 1.710 BL 0.062 0.00 49.79 36.46 23 33 48.36 2.00 24.0 1.710 RN 0.062 0.87 52.26 49.79 42 43 67.08 13.50 0.0 2.709 CM2 0.012 0.00 35.02 34.86 52 42 35.65 2.00 24.0 1.710 RN2 0.035 -0.87 35.06 35.02 104 52 35.65 5.00 0.0 1.710 BL 0.035 0.00 35.24 35.06 103 104 35.65 9.00 0.0 1.710 BL 0.035 0.00 35.56 35.24 30 103 35.65 110.00 0.0 1.710 BL 0.035 0.00 39.42 35.56 41 42 31.43 13.50 0.0 2.709 CM2 0.003 0.00 35.06 35.02 51 41 31.43 2.00 24.0 1.710 RN2 0.028 -0.87 34.91 35.06 110 51 31.43 5.00 0.0 1.710 BL 0.028 0.00 35.05 34.91 109 110 31.43 9.00 0.0 1.710 BL 0.028 0.00 35.30 35.05 30 109 31.43 124.00 24.0 1.710 BL 0.028 0.00 39.41 35.30 32 30 67.08 106.00 0.0 1.710 BL 0.113 0.00 51.39 39.41 22 32 67.08 2.00 24.0 1.710 RN 0.113 0.87 55.20 51.39 46 56 106.72 2.00 24.0 1.710 RN2 0.267 0.87 33.00 25.19 AUXILIARY SUBMITTAL SERIAL NO:2244HY8 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 DENSITY: 0.20 / 1500 BUILDING S FILE: TC6226S1 02-12-2007 PAGE 4 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES 29 39 34.31 2.00 24.0 1.710 RN 0.033 0.87 47.15 45.43 28 29 34.31 13.50 0.0 2.709 CM 0.004 0.00 47.20 47.15 28 38 35.28 2.00 24.0 1.710 RN 0.034 0.87 47.19 45.43 27 28 69.59 13.50 0.0 2.709 CM 0.013 0.00 47.36 47.19 27 37 44.87 2.00 24.0 1.710 RN 0.054 0.87 47.37 45.10 26 27 114.46 13.50 0.0 2.709 CM 0.032 0.00 47.81 47.37 26 36 50.22 2.00 24.0 1.710 RN 0.066 0.87 47.81 45.22 25 26 164.68 13.50 0.0 2.709 CM 0.063 0.00 48.66 47.81 24 25 216.92 13.50 0.0 2.709 CM 0.105 0.00 50.08 48.66 23 24 273.18 13.50 0.0 2.709 CM 0.162 0.00 52.26 50.08 22 23 321.54 13.50 0.0 2.709 CM 0.218 0.00 55.21 52.26 20 21 388.62 4.50 10.0 2.709 FM 0.310 0.00 60.02 55.52 10 20 388.62 17.00 41.0 2.709 FM 0.310 7.37 85.38 60.02 5 10 388.62 2.50 18.0 6.357 UN 0.005 0.65 86.13 85.38 2 5 388.62 115.00 13.0 6.155 UN 0.004 0.00 86.68 86.13 1 2 388.62 0.01 0.0 6.000 FM 0.007 0.00 86.68 86.68 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.81 0 1 388.62 25.00 47.0 6.155 UN 0.004 0.00 89.80 89.49 VELOCITY REPORT 02-12-2007 PAGE 1 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS 21 22 384.46 1.00 0.0 2.709 NC 131 130 20.74 8.50 0.0 132 131 47.62 8.50 0.0 133 132 74.79 8.50 0.0 134 133 102.63 8.50 0.0 70 134 131.63 4.00 0.0 69 70 131.63 13.50 0.0 40 129 32.89 58.00 18.0 126 125 23.51 8.50 0.0 127 126 49.60 8.50 0.0 128 127 76.01 8.50 0.0 69 128 103.13 4.00 18.0 68 69 234.76 13.50 0.0 123 124 28.49 8.50 0.0 40 123 54.61 45.00 0.0 39 40 87.50 112.00 24.0 121 122 36.33 8.50 0.0 38 121 67.51 157.00 24.0 1.710 BL 1.710 BL 1.710 BL 1.710 BL 1.710 BL 2.709 CM3 1.710 BL 1.710 1.710 1.710 1.710 2.709 1.710 1.710 1.710 1.710 1.710 BL BL BL BL CM3 BL BL BL BL BL 67 68 229.45 13.50 0.0 2.709 CM3 37 67 56.89 203.00 42.0 1.710 BL 66 67 172.56 13.50 0.0 2.709 CM3 36 66 56.59 203.00 42.0 1.710 BL 65 66 115.97 13.50 0.0 2.709 CM3 35 65 57.35 203.00 42.0 1.710 BL 64 65 58.62 13.50 0.0 2.709 CM3 34 64 58.62 203.00 42.0 1.710 BL 59 39 20.83 251.00 48.0 49 59 20.83 2.00 24.0 48 49 20.83 13.50 0.0 58 38 17.04 251.00 48.0 48 58 17.04 2.00 24.0 47 48 37.87 13.50 0.0 149 37 14.09 238.00 48.0 150 149 14.09 9.00 0.0 57 150 14.09 5.00 0.0 47 57 14.09 2.00 24.0 46 47 51.96 13.50 0.0 143 36 12.48 218.00 24.0 144 143 12.48 9.00 0.0 56 144 12.48 5.00 0.0 1.710 BL 1.710 RN2 2.709 CM2 1.710 BL 1.710 RN2 2.709 CM2 1.710 BL 1.710 BL 1.710 BL 1.710 RN2 2.709 CM2 1.710 BL 1.710 BL 1.710 BL PRESSURES VEL 0.304 0.00 65.19 64.89 21.40 0.013 0.00 23.03 0.060 0.00 23.54 0.138 0.00 24.71 0.248 0.00 26.82 0.393 0.87 29.26 0.042 0.00 29.82 0.030 0.00 25.23 0.016 0.00 21.70 0.065 0.00 22.25 0.142 0.00 23.46 0.250 0.87 29.84 0.122 0.00 31.49 0.023 0.00 21.76 0.077 0.00 25.23 0.185 0.00 50.36 0.036 0.00 30.99 0.114 0.00 51.70 22.92 2.90 23.03 6.65 23.54 10.45 24.71 14.34 26.82 18.39 29.26 7.33 22.93 4.59 21.56 21.70 22.25 23.46 29.84 21.56 21.76 25.23 30.68 30.99 3.28 6.93 10.62 14.41 13.07 3.98 7.63 12.22 5.08 9.43 0.117 0.00 33.06 31.48 12.77 0.083 -0.87 52.60 33.06 7.95 0.069 0.00 33.99 33.06 9.61 0.083 -0.87 53.33 33.99 7.91 0.033 0.00 34.44 33.99 6.46 0.085 -0.87 54.30 34.44 8.01 0.009 0.00 34.57 34.44 3.26 0.088 -0.87 55.28 34.57 8.19 0.013 0.00 54.25 0.013 0.87 55.46 0.001 0.00 55.48 0.009 0.00 54.38 0.009 0.87 55.48 0.004 0.00 55.54 0.006 0.00 54.40 0.006 0.00 54.46 0.006 0.00 54.49 0.006 0.87 55.52 0.007 0.00 55.62 0.005 0.00 54.55 0.005 0.00 54.59 0.005 0.00 54.61 50.36 2.91 54.25 2.91 55.46 1.16 51.69 2.38 54.38 2.38 55.48 2.11 52.60 54.40 54.46 54.49 55.52 1.97 1.97 1.97 1.97 2.89 53.34 1.74 54.55 1.74 54.59 1.74 VELOCITY REPORT 02-12-2007 PAGE 2 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES VEL 46 56 12.48 2.00 24.0 1.710 RN2 0.005 0.87 55.61 54.61 1.74 45 46 64.45 13.50 0.0 2.709 CM2 0.011 0.00 55.76 55.61 3.59 141 35 7.95 218.00 24.0 1.710 BL 0.002 0.00 54.82 54.29 1.11 142 141 7.95 9.00 0.0 1.710 BL 0.002 0.00 54.84 54.82 1.11 55 142 7.95 5.00 0.0 1.710 BL 0.002 0.00 54.85 54.84 1.11 45 55 7.95 2.00 24.0 1.710 RN2 0.002 0.87 55.78 54.85 1.11 44 45 72.39 13.50 0.0 2.709 CM2 0.014 0.00 55.97 55.78 4.03 24 34 62.65 2.00 24.0 1.710 RN 0.100 0.87 58.73 55.27 8.75 43 44 68.36 13.50 0.0 2.709 CM2 0.013 0.00 56.13 55.96 3.81 53 43 25.83 2.00 24.0 1.710 RN2 0.019 -0.87 55.76 56.13 3.61 102 53 25.83 5.00 0.0 1.710 BL 0.019 0.00 55.86 55.76 3.61 101 102 25.83 9.00 0.0 1.710 BL 0.019 0.00 56.03 55.86 3.61 33 101 25.83 216.00 0.0 1.710 BL 0.019 0.00 60.20 56.03 3.61 23 33 25.83 2.00 24.0 1.710 RN 0.019 0.87 61.57 60.20 3.61 42 43 42.53 13.50 0.0 2.709 CM2 0.005 0.00 56.20 56.13 2.37 52 42 22.60 2.00 24.0 1.710 RN2 0.015 -0.87 55.72 56.20 3.16 104 52 22.60 5.00 0.0 1.710 BL 0.015 0.00 55.80 55.72 3.16 103 104 22.60 9.00 0.0 1.710 BL 0.015 0.00 55.94 55.80 3.16 30 103 22.60 110.00 0.0 1.710 BL 0.015 0.00 57.60 55.94 3.16 41 42 19.93 13.50 0.0 2.709 CM2 0.001 0.00 56.22 56.20 1.11 51 41 19.93 2.00 24.0 1.710 RN2 0.012 -0.87 55.66 56.22 2.78 110 51 19.93 5.00 0.0 1.710 BL 0.012 0.00 55.72 55.66 2.78 109 110 19.93 9.00 0.0 1.710 BL 0.012 0.00 55.83 55.72 2.78 30 109 19.93 124.00 24.0 1.710 BL 0.012 0.00 57.61 55.83 2.78 32 30 42.53 106.00 0.0 1.710 BL 0.049 0.00 62.76 57.61 5.94 22 32 42.53 2.00 24.0 1.710 RN 0.049 0.87 64.89 62.76 5.94 29 39 66.67 2.00 24.0 1.710 RN 0.112 0.87 54.13 50.36 9.31 28 29 66.67 13.50 0.0 2.709 CM 0.012 0.00 54.29 54.13 3.71 28 38 50.47 2.00 24.0 1.710 RN 0.067 0.87 54.30 51.69 7.05 27 28 117.13 13.50 0.0 2.709 CM 0.034 0.00 54.75 54.30 6.52 27 37 42.79 2.00 24.0 1.710 RN 0.049 0.87 54.75 52.60 5.98 26 27 159.93 13.50 0.0 2.709 CM 0.060 0.00 55.56 54.75 8.90 26 36 44.11 2.00 24.0 1.710 RN 0.052 0.87 55.56 53.34 6.16 25 26 204.04 13.50 0.0 2.709 CM 0.094 0.00 56.83 55.56 11.36 25 35 49.41 2.00 24.0 1.710 RN 0.064 0.87 56.83 54.29 6.90 24 25 253.44 13.50 0.0 2.709 CM 0.141 0.00 58.73 56.83 14.11 23 24 316.10 13.50 0.0 2.709 CM 0.212 0.00 61.59 58.73 17.60 22 23 341.93 13.50 0.0 2.709 CM 0.245 0.00 64.89 61.59 19.03 20 21 384.46 4.50 10.0 2.709 FM 0.304 0.00 69.60 65.19 21.40 10 20 384.46 17.00 41.0 2.709 FM 0.304 7.37 94.60 69.60 21.40 5 10 384.46 2.50 18.0 6.357 UN 0.005 0.65 95.35 94.60 3.89 VELOCITY REPORT 02-12-2007 PAGE 3 SOUTHCENTER SQUARE; SFS JOB NO. TC6226 FROM TO FLOW LENGTH FITTING DIAM TYPE PSI/Ft S -LOSS PRESSURES VEL 2 5 384.46 115.00 13.0 6.155 UN 0.004 0.00 95.89 95.35 4.15 1 2 384.46 0.01 0.0 6.000 FM 0.006 0.00 95.89 95.89 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.82 4.36 0 1 384.46 25.00 47.0 6.155 UN 0.004 0.00 99.01 98.71 4.15 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 DRESS BARN TI @ SOUTHCENTER SQUARE JOB NO. TI7164 BUILDING 'S' DATE 8/22/07 ADDRESS 17250 SOUTHCENTER PARKWAY BY J. DELVO TUKWILA, WA 98188 SYSTEM DESIGNATION: 1 (WET) HAZARD DESCRIPTION: RETAIL 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 44 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 324 SQUARE FEET MODEL: EC -14 TEMPERATURE: 155 ° F K -FACTOR: 14 ORIFICE SIZE: SPRINKLER MANUFACTURER: TYCO 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 461.82 GPM REQUIRED AT 138.41 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 711.82 GPM REQUIRED AT 143.86 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) CERTIFICATE OF COMPETENCY STAMP WATER SUPPLY DATA 17250 SOUTHCENTER PARKWAY O W U F- 0) SYSTEM/AREA G O r- N wct N- J D Z O 5 w OJ w Lti SMITH FIRE SYSTEMS, IN SYSTEM DEMAND @ BASE OF RISER a(i) 0w N D � J tZ Z SYSTEM DEMAND @ CITY CONNECTION N w W F- O W O a0 co (0 0 d -0 a o C7 U) N N rN W 0 —J U Z O rn CO �.i i Lit 1F iiI 0 0 0 ao m ISd NI 31;1f1SS3EId SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 20.00 PSI @ 7474.00 GPM CITY PRESSURE AVAILABLE AT 711.8 GPM SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR 301 64.72 51.00 302 64.60 51.00 303 65.00 65.00 304 66.09 65.00 305 65.33 65.00 306 69.52 65.00 307 66.56 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 206 TO 306 PRESSURE 21.37 21.29 21.56 22.28 21.78 24.66 22.60 148.32 PSI 461.82 GPM 250.00 GPM 711.82 GPM 143.86 PSI 0.00 PSI 25.81 FPS 08-22-2007 PAGE 1 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 203 303 1.049 L 22.50 C=120 PT 21.56 (303) Q 65.00 F=T/E F 7.00 PE -4.77 DR T 29.50 1.1518 PF 33.98 PT 50.77 (203) 207 307 1.049 L 22.50 C=120 PT 22.60 (307) Q 66.56 F=T/E F 7.00 PE -4.77 DR T 29.50 1.2035 PF 35.50 PT 53.33 (207) 206 306 1.049 L 22.50 C=120 PT 24.66 (306) Q 69.52 F=T/E F 7.00 PE -4.77 DR T 29.50 1.3042 PF 38.47 PT 58.36 (206) 205 305 1.049 L 28.50 C=120 PT 21.78 (305) Q 65.33 F=T/E F 7.00 PE -4.77 DR T 35.50 1.1627 PF 41.28 PT 58.29 (205) 204 304 1.049 L 28.50 C=120 PT 22.28 (304) Q 66.09 F=T/E F 7.00 PE -4.77 DR T 35.50 1.1877 PF 42.16 PT 59.67 (204) 202 302 1.049 L 22.50 C=120 PT 21.29 (302) Q 64.60 F=T/E F 7.00 PE -4.77 DR T 29.50 1.1387 PF 33.59 PT 50.11 (202) 201 301 1.049 L 22.50 C=120 PT 21.37 (301) Q 64.72 F=T/E F 7.00 PE -4.77 DR T 29.50 1.1427 PF 33.71 PT 50.31 (201) 21 22 2.709 L 1.00 C=120 PT 99.68 ( 22) Q 461.82 F=0 F 0.00 PE 0.00 NC T 1.00 0.4267 PF 0.43 PT 100.11 ( 21) 206 205 1.710 L 15.50 C=120 PT 58.29 (205) Q 12.29 F=0 F 0.00 PE 0.00 BL T 15.50 0.0049 PF 0.08 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 59 206DQ 69.52 1.710 L 59.00 C=120 PT 58.37 (206) Q 81.81 F=0 F 0.00 PE 0.00 BL T 59.00 0.1632 PF 9.63 49 59 1.710 L 2.00 C=120 PT 68.00 ( 59) Q 81.81 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.1632 PF 4.24 48 49 2.709 L 13.50 C=120 PT 73.11 ( 49) Q 81.81 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0174 PF 0.23 47 48DQ 104.21 2.709 L 13.50 C=120 PT 73.34 ( 48) Q 186.02 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0794 PF 1.07 46 47DQ -26.24 2.709 L 13.50 C=120 PT 74.41 ( 47) Q 159.78 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0599 PF 0.81 45 46DQ -27.73 2.709 L 13.50 C=120 PT 75.22 ( 46) Q 132.06 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0421 PF 0.57 44 45DQ -27.47 2.709 L 13.50 C=120 PT 75.79 ( 45) Q 104.58 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0273 PF 0.37 43 44DQ -27.44 2.709 L 13.50 C=120 PT 76.16 ( 44) Q 77.14 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0156 PF 0.21 53 43DQ -48.33 1.710 L 2.00 C=120 PT 76.37 ( 43) Q 28.81 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0237 PF 0.62 102 53 1.710 L 5.00 C=120 PT 76.12 ( 53) Q 28.81 F=0 F 0.00 PE 0.00 BL T 5.00 0.0237 PF 0.12 101 102 1.710 L 9.00 C=120 PT 76.24 (102) Q 28.81 F=0 F 0.00 PE 0.00 BL T 9.00 0.0237 PF 0.21 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 98 101 1.710 L 115.00 C=120 PT 76.45 (101) Q 28.81 F=0 F 0.00 PE 0.00 BL T 115.00 0.0237 PF 2.73 PT 79.18 ( 98) 42 43 2.709 L 13.50 C=120 PT 76.36 ( 43) Q 48.33 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0066 PF 0.09 41 42DQ -25.69 2.709 L 13.50 C=120 PT 76.45 ( 42) Q 22.64 F=0 F 0.00 PE 0.00 CM2 T 13.50 0.0016 PF 0.02 51 41 1.710 L 2.00 C=120 PT 76.47 ( 41) Q 22.64 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0152 PF 0.40 110 51 1.710 L 5.00 C=120 PT 76.00 ( 51) Q 22.64 F=0 F 0.00 PE 0.00 BL T 5.00 0.0152 PF 0.08 109 110 1.710 L 9.00 C=120 PT 76.08 (110) Q 22.64 F=0 F 0.00 PE 0.00 BL T 9.00 0.0152 PF 0.14 30 109 1.710 L 124.00 C=120 PT 76.22 (109) Q 22.64 F=2T F 24.00 PE 0.00 BL T 148.00 0.0152 PF 2.25 97 30DQ 25.69 1.710 L 5.00 C=120 PT 78.47 ( 30) Q 48.33 F=0 F 0.00 PE 0.00 BL T 5.00 0.0616 PF 0.31 PT 78.78 ( 97) 57 47 1.710 L 2.00 C=120 PT 74.41 ( 47) Q 26.24 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0199 PF 0.52 150 57 1.710 L 5.00 C=120 PT 74.06 ( 57) Q 26.24 F=0 F 0.00 PE 0.00 BL T 5.00 0.0199 PF 0.10 149 150 1.710 L 9.00 C=120 PT 74.16 (150) Q 26.24 F=0 F 0.00 PE 0.00 BL T 9.00 0.0199 PF 0.18 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 84 149 1.710 L 112.00 C=120 PT 74.34 (149) Q 26.24 F=0/2E F 12.00 PE 0.00 BL T 124.00 0.0199 PF 2.47 PT 76.81 ( 84) 56 46 1.710 Q 27.73 RN2 144 56 1.710 Q 27.73 BL 143 144 1.710 Q 27.73 BL L 2.00 C=120 PT 75.22 ( 46) F=2T F 24.00 PE -0.87 T 26.00 0.0220 PF 0.57 L 5.00 C=120 PT 74.92 ( 56) F=0 F 0.00 PE 0.00 T 5.00 0.0220 PF 0.11 L 9.00 C=120 PT 75.03 (144) F=0 F 0.00 PE 0.00 T 9.00 0.0220 PF 0.20 83 143 1.710 L 92.00 C=120 PT 75.23 (143) Q 27.73 F=0/2E F 12.00 PE 0.00 BL T 104.00 0.0220 PF 2.29 PT 77.52 ( 83) 55 45 1.710 Q 27.47 RN2 142 55 1.710 Q 27.47 BL 141 142 1.710 Q 27.47 BL L 2.00 C=120 PT 75.78 ( 45) F=2T F 24.00 PE -0.87 T 26.00 0.0217 PF 0.56 L 5.00 C=120 PT 75.47 ( 55) F=0 F 0.00 PE 0.00 T 5.00 0.0217 PF 0.11 L 9.00 C=120 PT 75.58 (142) F=0 F 0.00 PE 0.00 T 9.00 0.0217 PF 0.20 82 141 1.710 L 92.00 C=120 PT 75.78 (141) Q 27.47 F=0/2E F 12.00 PE 0.00 BL T 104.00 0.0217 PF 2.26 PT 78.04 ( 82) 204 205 1.710 Q 53.04 BL 86 204DQ 66.09 1.710 Q 119.13 BL L 19.00 C=120 PT 58.29 (205) F=0 F 0.00 PE 0.00 T 19.00 0.0732 PF 1.39 L 37.00 C=120 PT 59.68 (204) F=0/2E F 12.00 PE 0.00 T 49.00 0.3270 PF 16.02 PT 75.70 ( 86) SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 201 202 1.710 L 10.50 C=120 PT 50.12 (202) Q 25.39 F=0 F 0.00 PE 0.00 BL T 10.50 0.0187 PF 0.20 207 201DQ 64.72 1.710 L 15.50 C=120 PT 50.32 (201) Q 90.11 F=0 F 0.00 PE 0.00 BL T 15.50 0.1951 PF 3.02 85 207DQ 66.56 1.710 L 29.50 C=120 PT 53.34 (207) Q 156.67 F=0/2E F 12.00 PE 0.00 BL T 41.50 0.5429 PF 22.53 PT 75.87 ( 85) 54 44 1.710 L 2.00 C=120 PT 76.15 ( 44) Q 27.44 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0216 PF 0.56 81 54 1.710 L 105.00 C=120 PT 75.84 ( 54) Q 27.44 F=0/2E F 12.00 PE 0.00 BL T 117.00 0.0216 PF 2.53 PT 78.37 ( 81) 85 86 2.709 L 13.50 C=120 PT 75.70 ( 86) Q 67.52 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0122 PF 0.16 84 85DQ 105.48 2.709 L 13.50 C=120 PT 75.86 ( 85) Q 173.00 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0694 PF 0.94 83 84DQ -23.19 2.709 L 13.50 C=120 PT 76.80 ( 84) Q 149.81 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0532 PF 0.72 82 83DQ -24.68 2.709 L 13.50 C=120 PT 77.52 ( 83) Q 125.12 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0381 PF 0.51 81 82DQ -24.83 2.709 L 13.50 C=120 PT 78.03 ( 82) Q 100.30 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0253 PF 0.34 88 81DQ -26.92 2.709 L 13.50 C=120 PT 78.37 ( 81) Q 73.37 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0142 PF 0.19 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 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 98 88DQ -32.02 1.710 L 1.33 C=120 PT 78.56 ( 88) Q 41.36 F=2T F 24.00 PE -0.58 RN3 T 25.33 0.0462 PF 1.17 33 98DQ 28.81 1.710 L 101.00 C=120 PT 79.15 ( 98) Q 70.17 F=0 F 0.00 PE 0.00 BL T 101.00 0.1228 PF 12.40 23 33 1.710 L 2.00 C=120 PT 91.55 ( 33) Q 70.17 F=2T F 24.00 PE 0.87 RN T 26.00 0.1228 PF 3.19 PT 95.61 ( 23) 87 88 2.709 L 13.50 C=120 PT 78.57 ( 88) Q 32.02 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0031 PF 0.04 97 87 1.710 L 1.33 C=120 PT 78.61 ( 87) Q 32.02 F=2T F 24.00 PE -0.58 RN3 T 25.33 0.0288 PF 0.73 32 97DQ 48.33 1.710 L 101.00 C=120 PT 78.76 ( 97) Q 80.35 F=0 F 0.00 PE 0.00 BL T 101.00 0.1578 PF 15.94 22 32 1.710 L 2.00 C=120 PT 94.70 ( 32) Q 80.35 F=2T F 24.00 PE 0.87 RN T 26.00 0.1578 PF 4.10 PT 99.67 ( 22) 39 86 Q 51.61 1.710 BL L 126.00 C=120 PT 75.70 ( 86) F=6E F 36.00 PE 0.00 T 162.00 0.0696 PF 11.28 PT 86.98 ( 39) 203 202 1.710 L 15.50 C=120 PT 50.12 (202) Q 39.21 F=0 F 0.00 PE 0.00 BL T 15.50 0.0419 PF 0.65 58 203DQ 65.00 1.710 L 59.00 C=120 PT 50.77 (203) Q 104.21 F=0 F 0.00 PE 0.00 BL T 59.00 0.2553 PF 15.06 48 58 1.710 L 2.00 C=120 PT 65.83 ( 58) Q 104.21 F=2T F 24.00 PE 0.87 RN2 T 26.00 0.2553 PF 6.64 PT 73.34 ( 48) SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 38 85 1.710 L 126.00 C=120 PT 75.87 ( 85) Q 51.19 F=6E F 36.00 PE 0.00 BL T 162.00 0.0686 PF 11.11 PT 86.98 ( 38) 40 39 1.710 L 112.00 C=120 PT 86.97 ( 39) Q 8.48 F=4E F 24.00 PE 0.00 BL T 136.00 0.0025 PF 0.34 129 40DQ -4.38 1.710 L 58.00 C=120 PT 87.31 ( 40) Q 4.10 F=E/T F 18.00 PE 0.00 BL T 76.00 0.0006 PF 0.05 130 129 1.710 L 8.50 C=120 PT 87.36 (129) Q 4.10 F=0 F 0.00 PE 0.00 BL T 8.50 0.0006 PF 0.01 131 130 1.710 L 8.50 C=120 PT 87.37 (130) Q 4.10 F=0 F 0.00 PE 0.00 BL T 8.50 0.0006 PF 0.01 132 131 1.710 L 8.50 C=120 PT 87.38 (131) Q 4.10 F=0 F 0.00 PE 0.00 BL T 8.50 0.0006 PF 0.01 133 132 1.710 L 8.50 C=120 PT 87.39 (132) Q 4.10 F=0 F 0.00 PE 0.00 BL T 8.50 0.0006 PF 0.01 134 133 1.710 L 8.50 C=120 PT 87.40 (133) Q 4.10 F=0 F 0.00 PE 0.00 BL T 8.50 0.0006 PF 0.01 70 134 1.710 L 4.00 C=120 PT 87.41 (134) Q 4.10 F=0 F 0.00 PE 0.87 BL T 4.00 0.0006 PF 0.00 69 70 2.709 L 13.50 C=120 PT 88.28 ( 70) Q 4.10 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0001 PF 0.00 PT 88.28 ( 69) 123 40 Q 4.38 1.710 BL L 45.00 C=120 PT 87.31 ( 40) F=0 F 0.00 PE 0.00 T 45.00 0.0007 PF 0.03 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 124 123 1.710 L 8.50 C=120 PT 87.34 (123) Q 4.38 F=0 F 0.00 PE 0.00 BL T 8.50 0.0007 PF 0.01 125 124 1.710 L 8.50 C=120 PT 87.35 (124) Q 4.38 F=0 F 0.00 PE 0.00 BL T 8.50 0.0007 PF 0.01 126 125 1.710 L 8.50 C=120 PT 87.36 (125) Q 4.38 F=0 F 0.00 PE 0.00 BL T 8.50 0.0007 PF 0.01 127 126 1.710 L 8.50 C=120 PT 87.37 (126) Q 4.38 F=0 F 0.00 PE 0.00 BL T 8.50 0.0007 PF 0.01 128 127 1.710 L 8.50 C=120 PT 87.38 (127) Q 4.38 F=0 F 0.00 PE 0.00 BL T 8.50 0.0007 PF 0.01 69 128 1.710 L 4.00 C=120 PT 87.39 (128) Q 4.38 F=E/T F 18.00 PE 0.87 BL T 22.00 0.0007 PF 0.02 68 69DQ 4.10 2.709 L 13.50 C=120 PT 88.28 ( 69) Q 8.48 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0003 PF 0.00 PT 88.28 ( 68) 121 38 1.710 L 157.00 C=120 PT 86.97 ( 38) Q 6.76 F=4E F 24.00 PE 0.00 BL T 181.00 0.0016 PF 0.29 122 121 1.710 L 8.50 C=120 PT 87.26 (121) Q 6.76 F=0 F 0.00 PE 0.00 BL T 8.50 0.0016 PF 0.01 68 122 1.710 L 70.00 C=120 PT 87.27 (122) Q 6.76 F=0 F 0.00 PE 0.87 BL T 70.00 0.0016 PF 0.11 67 68DQ 8.48 2.709 L 13.50 C=120 PT 88.25 ( 68) Q 15.24 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0008 PF 0.01 PT 88.26 ( 67) SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 37 84 1.710 L 126.00 C=120 PT 76.81 ( 84) Q 49.43 F=6E F 36.00 PE 0.00 BL T 162.00 0.0643 PF 10.42 67 37DQ -44.89 1.710 L 203.00 C=120 PT 87.23 ( 37) Q 4.54 F=E,T/4E F 42.00 PE 0.87 BL T 245.00 0.0008 PF 0.20 66 67DQ 15.24 2.709 L 13.50 C=120 PT 88.30 ( 67) Q 19.78 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0013 PF 0.02 PT 88.32 ( 66) 36 83 1.710 L 126.00 C=120 PT 77.52 ( 83) Q 52.41 F=2E F 12.00 PE 0.00 BL T 138.00 0.0716 PF 9.88 66 36DQ -51.16 1.710 L 203.00 C=120 PT 87.40 ( 36) Q 1.25 F=E,T/4E F 42.00 PE 0.87 BL T 245.00 0.0001 PF 0.02 65 66DQ 19.78 2.709 L 13.50 C=120 PT 88.29 ( 66) Q 21.03 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0014 PF 0.02 35 65DQ -13.89 1.710 L 203.00 C=120 PT 88.31 ( 65) Q 7.15 F=E,T/4E F 42.00 PE -0.87 BL T 245.00 0.0018 PF 0.44 PT 87.88 ( 35) 64 65 2.709 L 13.50 C=120 PT 88.31 ( 65) Q 13.89 F=0 F 0.00 PE 0.00 CM3 T 13.50 0.0007 PF 0.01 34 64 1.710 L 203.00 C=120 PT 88.32 ( 64) Q 13.89 F=E,T/4E F 42.00 PE -0.87 BL T 245.00 0.0061 PF 1.49 PT 88.94 ( 34) 35 82 1.710 L 126.00 C=120 PT 78.04 ( 82) Q 52.30 F=2E F 12.00 PE 0.00 BL T 138.00 0.0713 PF 9.84 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 11 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 25 35DQ 7.14 1.710 L 2.00 C=120 PT 87.88 ( 35) Q 59.44 F=2T F 24.00 PE 0.87 RN T 26.00 0.0904 PF 2.35 PT 91.10 ( 25) 34 81 1.710 L 126.00 C=120 PT 78.38 ( 81) Q 54.37 F=2E F 12.00 PE 0.00 BL T 138.00 0.0766 PF 10.57 24 34DQ 13.89 1.710 L 2.00 C=120 PT 88.95 ( 34) Q 68.25 F=2T F 24.00 PE 0.87 RN T 26.00 0.1167 PF 3.03 PT 92.85 ( 24) 52 42 1.710 L 2.00 C=120 PT 76.45 ( 42) Q 25.69 F=2T F 24.00 PE -0.87 RN2 T 26.00 0.0191 PF 0.50 104 52 1.710 L 5.00 C=120 PT 76.08 ( 52) Q 25.69 F=0 F 0.00 PE 0.00 BL T 5.00 0.0191 PF 0.10 103 104 1.710 L 9.00 C=120 PT 76.18 (104) Q 25.69 F=0 F 0.00 PE 0.00 BL T 9.00 0.0191 PF 0.17 30 103 1.710 L 110.00 C=120 PT 76.35 (103) Q 25.69 F=0 F 0.00 PE 0.00 BL T 110.00 0.0191 PF 2.10 PT 78.45 ( 30) 29 39 1.710 L 2.00 C=120 PT 86.97 ( 39) Q 43.13 F=2T F 24.00 PE 0.87 RN T 26.00 0.0499 PF 1.30 28 29 2.709 L 13.50 C=120 PT 89.14 ( 29) Q 43.13 F=0 F 0.00 PE 0.00 CM T 13.50 0.0053 PF 0.07 PT 89.21 ( 28) 28 38 1.710 L 2.00 C=120 PT 86.97 ( 38) Q 44.43 F=2T F 24.00 PE 0.87 RN T 26.00 0.0528 PF 1.37 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 27 28DQ 43.13 2.709 L 13.50 C=120 PT 89.21 ( 28) Q 87.56 F=0 F 0.00 PE 0.00 CM T 13.50 0.0197 PF 0.27 PT 89.48 ( 27) 27 37 1.710 L 2.00 C=120 PT 87.21 ( 37) Q 44.89 F=2T F 24.00 PE 0.87 RN T 26.00 0.0538 PF 1.40 26 27DQ 87.56 2.709 L 13.50 C=120 PT 89.48 ( 27) Q 132.45 F=0 F 0.00 PE 0.00 CM T 13.50 0.0423 PF 0.57 PT 90.05 ( 26) 26 36 1.710 L 2.00 C=120 PT 87.40 ( 36) Q 51.16 F=2T F 24.00 PE 0.87 RN T 26.00 0.0685 PF 1.78 25 26DQ 132.45 2.709 L 13.50 C=120 PT 90.05 ( 26) Q 183.61 F=0 F 0.00 PE 0.00 CM T 13.50 0.0775 PF 1.05 24 25DQ 59.44 2.709 L 13.50 C=120 PT 91.10 ( 25) Q 243.05 F=0 F 0.00 PE 0.00 CM T 13.50 0.1301 PF 1.76 23 24DQ 68.25 2.709 L 13.50 C=120 PT 92.86 ( 24) Q 311.31 F=0 F 0.00 PE 0.00 CM T 13.50 0.2057 PF 2.78 22 23DQ 70.17 2.709 L 13.50 C=120 PT 95.64 ( 23) Q 381.47 F=0 F 0.00 PE 0.00 CM T 13.50 0.2996 PF 4.04 PT 99.68 ( 22) 20 21 2.709 L 4.50 C=120 PT 100.10 ( 21) Q 461.82 F=E F 10.00 PE 0.00 FM T 14.50 0.4267 PF 6.19 10 20 2.709 L 17.00 C=120 PT 106.29 ( 20) Q 461.82 F=T/BFY,E F 41.00 PE 7.37 FM T 58.00 0.4267 PF 24.75 5 10 4.298 L 2.50 C=120 PT 138.41 ( 10) Q 461.82 F=E F 15.00 PE 0.65 UN T 17.50 0.0451 PF 0.79 SUBMITTAL SERIAL NO:2244HY8 DRESS BARN TI; SFS JOB NO. TI7164 DENSITY: 0.20 / 1500 BUILDING S FILE NAME: 6226S1EC 08-22-2007 PAGE 13 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 2 5 6.155 L 115.00 C=140 PT 139.85 ( 5) Q 461.82 F=E F 13.00 PE 0.00 UN T 128.00 0.0059 PF 0.76 1 2 6.000 L 0.01 C=120 PT 140.61 ( 2) Q 461.82 F=DD1 F 0.00 PE 0.00 FM T 0.01 0.0089 PF 0.00 6" WILKINS MODEL 350DA DOUBLE DETECTOR ASSEMBLY 2.83 0 1 6.155 Q 461.82 UN L 25.00 C=140 PT 143.44 ( 1) F=T/GV F 47.00 PE 0.00 T 72.00 0.0059 PF 0.42 PT 143.86 ( 0) AIan*Metzler - aBC6CO20.tif JUL-19-2007 10:31A FROM:BDHFAX 4653938 TO:17077351387 P.1'5 Hydraulics Summary Sheet SECURITY FIRE PROTECTION P.O. BOX 487 SOUTH PRAIRIE. WASHINGTON 988366 360 897-8639 Designer. BARRIE D. HAANEN Cola By: BARRIE D. HAANEN Date: JULY 18, 2007 Project Information LANE BRYANT 17250 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 Contract No: 8-27078 Building: SALES System ID: LANE BRYANT B-27078 Ref. Drawing No: 1 OF 2 Construction: Occupancy: Authority: TUKWILA FIRE MARSHALL System Information _Hydraulics Design Criteria_ System Type: INET PIPE Density: .20 GPM/SgFt Remote Area: 5 AS SoFt Sprinkler Coverage: 256.0 Sort Design Standard: NEPA PAM. 113, 2002 EDITION Hazard: ORDINARY GROUP II Figure: N/A Curve: N/A ._Sprinklers / Nozzles__ Manufacturer. TYCO Model: EC -14 Size: 3/4" I.P.T. K—Factor: 14.0 Tamp. Rating: 175 L Hydraulics Information Demand... Spr Req'd Pres: 67.31 PSI Spr Req'd Flow: 268.55 8PM Add'I Flows: 0.00 GPM Hose at Sive: 250.00 GPM Total Flow: 518.55 GPM Total Pres: 67.31 PSI Static Eiev: 11.00 Ft Supply... Water Flow Test_ Static: 150.00 PSI Residual: 122.00 PSI Qty Flowing: 2848.00 GPM Elevation: 0.00 Ft Dote:N/A Time:N/A By: N/A Pump Data Rated: 0.0 PSI* 0.0 GPM Boost Pres: (NA> PSI Discharge Pres: (NA> PSI Discharge Flow: (NA> OPM Combined_ Static: (NA> PSI Residual: (NA) PSI Qty Flowing: (NA> GPM Available... P) 148.80 PSI* 518.55 GPM F) 67.31 PSI* 5110.99 GPM Margin... Pressure: 81.49 PSI Flow: 4592.45 GPM Sigma 0 mics Corporation 7700 Summary Sheet J Alan -Metzler - aBC6CO20.tif JUL-19-2007 10:34A FROM:BDHFAX LANE BRYANT v 4653938 TO:17077351387 P.2/5 8 N i i • 9 2 o 2 o e 8 a o 0 9 8" 2$ , (led) anlUJd O s_ qqq,pp, UI OOM N 00 LA 8'60.1 N N {A r N N a a 1 M • top t '• 0 in o i8v Q Z3 tp d 0c'U)I E-oIa "7447;0.. .w o CO co); S N O Alan -Metzler - aBC6CO20.tif JUL-19-2007 10:35A FROM:BDHFAX 4653938 Amyrami triMigAiNtlaNIV aDt'10!ETE nowtAmciukoALS` p p4sipp.to Trott✓4APe dec2-1A p101nrcIE !USER EQUIPMWr Ra 4Ng Mforwg rsOTTEAFLYvAINE 1 r WATOW 1>�ICAIbfl OAK* I • 1 INSPECTOR'S TEST CILI .pky vALVE �0 441e4NPRE' 12 HEAD SPARE , D fit' 12RrA0float K'py 910 pm -trot el-toTRIC AIiF 1011T VICTALILIC OAST 1144,4111wico� rum- a- imErmismosoil TO:17077351387 P.3/5 - "�r�w�.ltlJtlljj AU. Nom 0t1 i4MMU44011 r. {MO fi sew' mann YVVIAt Muir TAWiU E7( Q m4F1luIK Pmi WAN:. - Au UMOOMOO N D WORK ymovM Out LAINNo OP Pr! -wi, wart MOM comeur as 4Uliiil0A.0411oein DESIGN CRITERIA P411 M P4 N pippD 411MwIlA ----- MOM.: beam. Le 014'40. P1: Oditi 114110. Pt. TOWsrp LAP/O HoTAm) POW PCPIObUUF AIantMetzler - aBC6CO20.tif CS • r; JUL-19-2007 10:35A FROM:BDHFAX 4653938 TO:17077351387 P.4,5 41 l fe Q CO- ^1{tt .101.= p-20UY Ot3'o Yr seeiriiy. fit,: :T sly 3it AlamMetzler - aBC6CO20.tif 5 JUL-19-2007 10:37A FROM:WHFAX . I 1 . 1 ,—, a !: 1 4653938 TO:17077351387 P.5/5 2 I • 5 • a ' 1\ • &If 2 eS Lri 5 X tr12 esi S a J. 3 3 3 Z •S a I 5 g a !CA a I ' (11 S Aramemer"._=_ () 0 • apaL•.t.11 Alan Metzler - aA30214C.tif JUL-19-2007 10:43A FROM:BDHFAX 4653938 TO:17077351387 P.1/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 1 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 CALCULATIONS BY: BARRIE D. HAANEN FOR: SECURITY FIRE PROTECTION P.O. BOX 487 SOUTH PRAIRIE, WASHINGTON 98385 360 897-6839 WASHINGTON LICENSE NUMBER SECURFP000BF LOCATION: LANE BRYANT 17250 SOUTH CENTER PARKWAY TUKWILA, WASHINGTON 98188 TYCO SPRINKLER MODEL EC -14 K = 14.0 3/4" I.P.T. 175 DEGREE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 122.00 PSI @ 2848.00 GPM CITY PRESSURE AVAILABLE AT 518.5 GPM 148.80 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 101 57.33 51.00 14.00 16.77 102 57.30 51.00 14.00 16.75 103 51.81 51.00 14.00 13.69 104 51.00 51.00 14.00 13.27 105 51.11 51.00 14.00 13.33 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 21 TO 101 268.55 GPM 250.00 GPM 518.55 GPM 67.31 PSI 0.08 PSI 16.51 FPS Page 1 Alan Metzler - aA3O214C.tif JUL-19-2007 10:44R FROM:BDHFRX 4653938 SUBMITTAL SERIAL NO:2142HY12 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 24 104 1.191 L 21.00 C=120 PT 13.27 (104) Q 51.00 F=T/2E F 9.00 PE -7.80 DR T 30.00 0.3962 PF 11.89 PT 17.36 ( 24) 25 105 1.191 L 21.00 C=120 PT 13.33 (105) Q 51.11 F-T/2E F 9.00 PE -7.80 DR T 30.00 0.3978 PF 11.93 PT 17.46 ( 25) 23 103 1.191 L 21.00 C=120 PT 13.69 (103) Q 51.81 F=T/2E F 9.00 PE -7.80 DR T 30.00 0.4079 PF 12.24 PT 18.13 ( 23) 22 102 1.191 L 23.00 C=120 PT 16.75 (102) Q 57.30 F=T/2E F 9.00 PE -7.80 DR T 32.00 0.4915 PF 15.73 PT 24.68 ( 22) 21 101 1.191 L 23.00 C=120 PT 16.77 (101) Q 57.33 F=T/2E F 9.00 PE -7.80 DR T 32.00 0.4921 PF 15.75 PT 24.72 ( 21) TO:17077351387 P.2/8 07-18-2007 PAGE 2 25 24 1.682 L 16.00 C=120 PT 17.37 ( 24) Q 12.95 F=0 F 0.00 PE 0.00 BL1 T 16.00 0.0058 PF 0.09 138 25DQ 51.11 1.682 L 8.00 C=120 PT 17.46 ( 25) Q 64.06 F=0/E F 2.50 PE 0.00 BL1 T 10.50 0.1125 PF 1.18 148 138 1.682 L 135.00 C=120 PT 18.64 (138) Q 64.06 F=E/T F 8.90 PE 3.90 BL1 T 143.90 0.1125 PF 16.19 48 148 1.682 L 2.00 C=120 PT 38.73 (148) Q 64.06 F=T F 6.40 PE 0.87 RN1 T 8.40 0.1125 PF 0.94 47 48 2.635 L 13.00 C=120 PT 40.54 ( 48) Q 64.06 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0126 PF 0.16 PT 40.70 ( 47) Page 2 Alan Metzler - aA30214C.tif Page 3 JUL-19-2007 10:44A FROM:BDHFAX 4653938 TO:17077351387 P.3/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 3 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 23 24 1.682 L 16.00 C=120 PT 17.37 ( 24) Q 38.05 F=0 F 0.00 PE 0.00 BL1 T 16.00 0.0429 PF 0.69 128 23DQ 51.81 1.682 L 26.00 C=120 PT 18.06 ( 23) Q 89.86 F=E F 2.50 PE 0.00 BL1 T 28.50 0.2104 PF 6.00 118 128 1.682 L 41.00 C=120 PT 24.06 (128) Q 89.86 F=T/E F 8.90 PE 3.90 BL1 T 49.90 0.2104 PF 10.50 18 118 1.682 L 2.00 C=120 PT 38.46 (118) Q 89.86 F=T F 6.40 PE 0.87 RN T 8.40 0.2104 PF 1.77 17 18 2.635 L 13.00 C=120 PT 41.10 ( 18) Q 89.86 F=0 F 0.00 PE 0.00 CM T 13.00 0.0236 PF 0.31 PT 41.41 ( 17) 137 22 1.682 L 8.00 C=120 PT 24.61 ( 22) Q 49.41 F=0/E F 2.50 PE 0.00 BL1 T 10.50 0.0696 PF 0.73 147 137 1.682 L 135.00 C=120 PT 25.34 (137) Q 49.41 F=E/T F 8.90 PE 3.90 BL1 T 143.90 0.0696 PF 10.02 47 147 1.682 L 2.00 C=120 PT 39.26 (147) Q 49.41 F=T F 6.40 PE 0.87 RN1 T 8.40 0.0696 PF 0.58 46 47DQ 64.06 2.635 L 13.00 C=120 PT 40.71 ( 47) Q 113.47 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0364 PF 0.47 PT 41.18 ( 46) 21 22 1.682 L 16.00 C=120 PT 24.61 ( 22) Q 7.89 F=0 F 0.00 PE 0.00 BL1 T 16.00 0.0023 PF 0.04 Alan Metzler-aA30214C.tif Page 4 1 JUL-19-2007 10:45A FROM:BDHFAX 4653938 TO:17077351387 P.4/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 4 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 20 21DQ 57.33 1.682 L 16.00 C=120 PT 24.65 ( 21) Q 65.22 F=0 F 0.00 PE 0.00 BL1 T 16.00 0.1163 PF 1.86 127 20 1.682 L 26.00 C=120 PT 26.51 ( 20) Q 65.22 F=E F 2.50 PE 0.00 BL1 T 28.50 0.1163 PF 3.31 117 127 1.682 L 41.00 C=120 PT 29.82 (127) Q 65.22 F=T/E F 8.90 PE 3.90 BL1 T 49.90 0.1163 PF 5.80 17 117 1.682 L 2.00 C=120 PT 39.52 (117) Q 65.22 F=T F 6.40 PE 0.87 RN T 8.40 0.1163 PF 0.98 16 17DQ 89.86 2.635 L 13.00 C=120 PT 41.37 ( 17) Q 155.08 F=0 F 0.00 PE 0.00 CM T 13.00 0.0649 PF 0.84 PT 42.21 ( 16) 146 46 1.682 L 2.00 C=120 PT 41.17 ( 46) Q 10.40 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0039 PF 0.03 136 146 1.682 L 135.00 C=120 PT 40.33 (146) Q 10.40 F=E/T F 8.90 PE -3.90 BL1 T 143.90 0.0039 PF 0.56 126 136 1.682 L 66.00 C=120 PT 36.99 (136) Q 10.40 F=E/E F 5.00 PE 0.00 BL1 T 71.00 0.0039 PF 0.28 116 126 1.682 L 41.00 C=120 PT 37.27 (126) Q 10.40 F=T/E F 8.90 PE 3.90 BL1 T 49.90 0.0039 PF 0.19 16 116 1.682 L 2.00 C=120 PT 41.36 (116) Q 10.40 F=T F 6.40 PE 0.87 RN T 8.40 0.0039 PF 0.03 15 16DQ 155.08 2.635 L 13.00 C=120 PT 42.26 ( 16) Q 165.48 F=0 F 0.00 PE 0.00 CM T 13.00 0.0731 PF 0.95 PT 43.21 ( 15) Alan Metzler - aA30214C.tif JUL-19-2007 10:45A FROM:BDHFAX 4653938 T0:17077351387 P.5/8 Page 5 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 5 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 45 46 2.635 L 13.00 C=120 PT 41.17 ( 46) Q 103.06 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0305 PF 0.40 145 45DQ -89.98 1.682 L 2.00 C=120 PT 41.57 ( 45) Q 13.08 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0060 PF 0.05 135 145 1.682 L 135.00 C-120 PT 40.75 (145) Q 13.08 F=E/T F 8.90 PE -3.90 BL1 T 143.90 0.0060 PF 0.86 125 135 1.682 L 66.00 C=120 PT 37.71 (135) Q 13.08 F=E/E F 5.00 PE 0.00 BL1 T 71.00 0.0060 PF 0.43 115 125 1.682 L 41.00 C=120 PT 38.14 (125) Q 13.08 F=T/E F 8.90 PE 3.90 BL1 T 49.90 0.0060 PF 0.30 15 115 1.682 L 2.00 C-120 PT 42.34 (115) Q 13.08 F=T F 6.40 PE 0.87 RN T 8.40 0.0060 PF 0.05 14 15DQ 165.48 2.635 L 13.00 C=120 PT 43.26 ( 15) Q 178.57 F=0 F 0.00 PE 0.00 CM T 13.00 0.0842 PF 1.09 PT 44.35 ( 14) 44 45 2.635 L 13.00 C=120 PT 41.53 ( 45) Q 89.98 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0237 PF 0.31 144 44DQ -73.83 1.682 L 2.00 C-120 PT 41.84 ( 44) Q 16.15 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0088 PF 0.07 134 144 1.682 L 135.00 C=120 PT 41.04 (144) Q 16.15 F=E/T F 8.90 PE -3.90 BL1 T 143.90 0.0088 PF 1.27 124 134 1.682 L 66.00 0..120 PT 38.41 (134) Q 16.15 F=E/E F 5.00 PE 0.00 BL1 T 71.00 0.0088 PF 0.62 Alan Metzler - aA30214C.tif e Page 6 JUL-19-2007 10:45A FROM:BDHFAX 4653938 TO:17077351387 P.6/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 6 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction 'Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 114 124 1.682 L 41.00 C=120 PT 39.03 (124) Q 16.15 F=T/E F 8.90 PE 3.90 BL1 T 49.90 0.0088 PF 0.44 14 114 1.682 L 2.00 C=120 PT 43.37 (114) Q 16.15 F=T F 6.40 PE 0.87 RN T 8.40 0.0088 PF 0.07 13 14DQ 178.57 2.635 L 13.00 C=120 PT 44.31 ( 14) Q 194.71 F-0 F 0.00 PE 0.00 CM T 13.00 0.0988 PF 1.28 PT 45.59 ( 13) 43 44 2.635 L 13.00 C-120 PT 41.81 ( 44) Q 73.83 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0164 PF 0.21 143 43DQ -54.20 1.682 L 2.00 C=120 PT 42.02 ( 43) Q 19.63 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0126 PF 0.11 133 143 1.682 L 135.00 C=120 PT 41.26 (143) Q 19.63 F=E/T F 8.90 PE -3.90 BL1 T 143.90 0.0126 PF 1.81 123 133 1.682 L 66.00 C=120 PT 39.17 (133) Q 19.63 F=E/E F 5.00 PE 0.00 BL1 T 71.00 0.0126 PF 0.89 113 123 1.682 L 41.00 C=120 PT 40.06 (123) Q 19.63 F-T/E F 8.90 PE 3.90 BL1 T 49.90 0.0126 PF 0.63 13 113 1.682 L 2.00 C=120 PT 44.59 (113) Q 19.63 F=T F 6.40 PE 0.87 RN T 8.40 0.0126 PF 0.11 12 13DQ 194.71 2.635 L 13.00 C-120 PT 45.57 ( 13) Q 214.34 F=0 F 0.00 PE 0.00 CM T 13.00 0.1180 PF 1.53 PT 47.10 ( 12) 42 43 2.635 L 13.00 C=120 PT 42.01 ( 43) Q 54.20 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0093 PF 0.12 Alan Metzler - aA30214C.tif JUL-19-2007 10:46A FROM:BDHFAX 4653938 TO:17077351387 P.7/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 7 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 142 42DQ -29.38 1.682 L 2.00 C=120 PT 42.13 ( 42) Q 24.82 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0195 PF 0.16 112 142 1.682 L 224.00 C=120 PT 41.42 (142) Q 24.82 F=T/T F 12.80 PE 0.00 BL T 236.80 0.0195 PF 4.62 12 112 1.682 L 2.00 C=120 PT 46.04 (112) Q 24.82 F=T F 6.40 PE 0.87 RN T 8.40 0.0195 PF 0.16 11 12DQ 214.34 2.635 L 13.00 C=120 PT 47.07 ( 12) Q 239.17 F=0 F 0.00 PE 0.00 CM T 13.00 0.1446 PF 1.88 PT 48.95 ( 11) 41 42 2.635 L 13.00 C=120 PT 42.13 ( 42) Q 29.38 F=0 F 0.00 PE 0.00 CM1 T 13.00 0.0030 PF 0.04 141 41 1.682 L 2.00 C=120 PT 42.17 ( 41) Q 29.38 F=T F 6.40 PE -0.87 RN1 T 8.40 0.0266 PF 0.22 111 141 1.682 L 224.00 C=120 PT 41.52 (141) Q 29.38 F=T/T F 12.80 PE 0.00 BL T 236.80 0.0266 PF 6.30 11 111 1.682 L 2.00 C=120 PT 47.82 (111) Q 29.38 F -T F 6.40 PE 0.87 RN T 8.40 0.0266 PF 0.22 5 11DQ 239.17 2.635 L 6.00 C=120 PT 48.91 ( 11) Q 268.55 F=0/E F 4.30 PE 0.00 FM1 T 10.30 0.1791 PF 1.84 4 5 2.635 L 16.00 C=120 PT 50.75 ( 5) Q 268.55 F=T,BV F 17.80 PE 6.93 FR1 T 33.80 0.1791 PF 6.05 3 4 6.357 L 3.00 C=120 PT 63.73 ( 4) Q 268.55 F=0/E F 10.00 PE 0.65 FR T 13.00 0.0025 PF 0.03 Page 7 Alan,Metzler - aA30214C.tif Page 8 • JUL-19-2007 10:464 FROM:BDHF4X 4653938 TO:17077351387 P.8/8 SUBMITTAL SERIAL NO:2142HY12 07-18-2007 PAGE 8 LANE BRYANT B-27078 ORDINARY HAZARD OCCUPANCY GROUP II .20 GPM DENSITY / 922.5 SQUARE FEET / OR 5 E -C SPRINKLERS ADD 250 GPM FOR INSIDE/OUTSIDE HOSE WET PIPE SYSTEM SALES MAXIMUM CEILING HEIGHT +11'-0 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 2 3 6.340 L 12.00 C=140 PT 64.41 Q 268.55 Fm0/E F 12.00 PE 0.00 UN T 24.00 0.0019 PF 0.05 1 2 6.065 L 0.01 C=120 PT 64.46 Q 268.55 F -DCA F 0.00 PE 0.00 FM T 0.01 0.0031 PF 0.00 6" Ames Mod. 2000ss - Double Check Valve Assembly 2.67 0 1 6.340 Q 268.55 UN L 15.00 C=140 PT 67.12 F=T,GV F 44.00 PE 0.00 T 59.00 0.0019 PF 0.11 PT 67.23 ( 3) 2) 1) 0) 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 PEARL VISION@ SOUTHCENTER SQ JOB NO.TI16057 DATE 5/23/16 ADDRESS 17100 SOUTHCENTER PARKWAY STE 128 BY JEFF S TUKWILA, WA SYSTEM DESIGNATION: WET HAZARD DESCRIPTION: RETAIL (ORDINARY HAZARD GROUP II HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: RULING MADE BY: OF DENSITY: .20 GPM OVER THE MOST HYDRAULICALLY REMOTE 1058 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE GPM OUTSIDE HOSE 250 GPM SOURCE IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: WET "C" FACTOR OVERHEAD : 120 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 196 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 TEMPERATURE: 155 ° F K -FACTOR: 11.2 ORIFICE SIZE: 3/4" TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 29 NEW "C" FACTOR UNDERGROUND : 140 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 2007 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD & MINKER BASE OF RISER DEMAND 465.60 GPM REQUIRED AT 73.70 PSI (INCLUDING GPM FOR HOSE STREAMS) SUMMARY 715.60 GPM REQUIRED AT 102.20 PSI AT CONNECTION TO SOURCE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) • WASHINGTON STATE CERTIFICATE OF COMPETE:.• FIRE PROTECTION SPRINKLER SYS T:.M . _ Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS136OT xplrea Date 12131116, a 3 9 I 1 i I CERTIFICATE OF COMPETENCY STAMP ISd NI AEIf1SS3bId DATE: 5/23/2016 JOB TITLE: WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 H:\SIGMA\TI16057 14X14.SDF RESID. PRESS. (PSI) FLOW (GPM) SOURCE 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.3 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 715.6 102.2 Required pressure is 46.1 psi (31%) 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) 4 5.0 5 18.0 11 18.0 11A 20.5 12 18.0 13 18.0 14 18.0 15 18.0 16 18.0 17 18.0 18 18.0 21 20.5 22 20.5 23 20.5 24 20.5 25 20.5 26 20.5 27 20.5 28 20.5 40 18.0 41 18.0 42 18.0 43 18.0 44 18.0 45 18.0 46 18.0 47 18.0 48 18.0 50 20.5 51 20.5 52 20.5 715.6 GPM 250.0 GPM 0.0 GPM 465.6 GPM DENSITY PRESSURE DISCHARGE AREA REQ. ACT. (GPM) (FT^2) (GPM/FTA2) (PSI) - - - - 88.0 - - - - 73.7 - - - - 65.4 - - - - 53.2 - - - - 60.7 - - - - 56.8 - - - - 53.3 - - - - 50.3 - - - - 47.3 - - - - 45.6 - - - - 45.1 - - - - 63.0 - - - - 59.1 - - - - 55.4 - - - - 52.1 - - - - 49.2 - - - - 43.0 - - - - 40.1 - - - - 38.4 - - - - 51.2 - - - - 51.2 - - - - 51.1 - - - - 50.8 - - - - 50.3 - - - - 49.7 - - - - 49.1 - - - - 48.7 - - - - 48.6 - - - - 50.5 - - - - 50.5 - - - - 50.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.SDF JOB TITLE: NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FTA2) 53 20.5 50.0 54 20.5 49.4 55 20.5 48.7 56 20.5 47.3 57 20.5 46.7 58 20.5 46.4 Al 20.5 38.5 A2 20.5 37.3 A3 20.5 37.3 A4 20.5 33.9 A5 20.5 33.6 A6 20.5 33.3 A7 20.5 33.3 A8 20.5 30.9 A9 20.5 30.6 A10 20.5 29.9 All 20.5 29.9 Al2 20.5 29.9 S1 8.0 K=11.20 16.0 44.7 196.0 0.200 0.228 S2 8.0 K=11.20 15.3 43.8 196.0 0.200 0.224 S3 11.0 K=11.20 14.8 43.1 196.0 0.200 0.220 S4 8.0 K= 5.60 28.3 29.8 130.0 0.200 0.229 S5 11.0 K=11.20 16.0 44.7 196.0 0.200 0.228 S6 11.0 K=11.20 13.3 40.9 196.0 0.200 0.209 S7 11.0 K=11.20 13.3 40.9 196.0 0.200 0.209 S8 11.0 K=11.20 12.6 39.8 196.0 0.200 0.203 S9 16.9 K= 5.60 28.3 29.8 130.0 0.200 0.229 S10 11.0 K=11.20 12.3 39.2 196.0 0.200 0.200 Sll 16.9 K= 5.60 27.7 29.5 130.0 0.200 0.227 S12 11.0 K=11.20 12.2 39.2 196.0 0.200 0.200 SOURCE 3.0 SOURCE 102.2 465.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.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: 1 465.6 2.703 PL 13.00 PF 8.6 4 5.0 0.0 88.0 0.0 26.0 120 FTG E PE -5.6 5 18.0 0.0 73.7 0.0 0.438 TL 19.70 PV Pipe: 2 465.6 2.703 PL 5.67 PF 8.3 5 18.0 0.0 73.7 0.0 26.0 120 FTG 2E PE 0.0 11 18.0 0.0 65.4 0.0 0.438 TL 19.07 PV Pipe: 3 409.0 2.703 PL 13.50 PF 4.7 11 18.0 0.0 65.4 0.0 22.9 120 FTG ---- PE 0.0 12 18.0 0.0 60.7 0.0 0.345 TL 13.50 PV Pipe: 4 375.0 2.703 PL 13.50 PF 4.0 12 18.0 0.0 60.7 0.0 21.0 120 FTG ---- PE 0.0 13 18.0 0.0 56.8 0.0 0.293 TL 13.50 PV Pipe: 5 348.8 2.703 PL 13.50 PF 3.5 13 18.0 0.0 56.8 0.0 19.5 120 FTG ---- PE 0.0 14 18.0 0.0 53.3 0.0 0.257 TL 13.50 PV Pipe: 6 330.8 2.703 PL 13.00 PF 3.0 14 18.0 0.0 53.3 0.0 18.5 120 FTG ---- PE 0.0 15 18.0 0.0 50.3 0.0 0.233 TL 13.00 PV Pipe: 7 323.7 2.703 PL 13.50 PF 3.0 15 18.0 0.0 50.3 0.0 18.1 120 FTG ---- PE 0.0 16 18.0 0.0 47.3 0.0 0.223 TL 13.50 PV Pipe: 8 232.8 2.703 PL 13.50 PF 1.6 16 18.0 0.0 47.3 0.0 13.0 120 FTG ---- PE 0.0 17 18.0 0.0 45.6 0.0 0.121 TL 13.50 PV Pipe: 9 124.1 2.703 PL 13.50 PF 0.5 17 18.0 0.0 45.6 0.0 6.9 120 FTG ---- PE 0.0 18 18.0 0.0 45.1 0.0 0.038 TL 13.50 PV Pipe: 10 27.4 2.703 PL 13.50 PF 0.0 40 18.0 0.0 51.2 0.0 1.5 120 FTG ---- PE 0.0 41 18.0 0.0 51.2 0.0 0.002 TL 13.50 PV Pipe: 11 56.6 2.703 PL 13.50 PF 0.1 41 18.0 0.0 51.2 0.0 3.2 120 FTG ---- PE 0.0 42 18.0 0.0 51.1 0.0 0.009 TL 13.50 PV Pipe: 12 90.6 2.703 PL 13.50 PF 0.3 42 18.0 0.0 51.1 0.0 5.1 120 FTG ---- PE 0.0 43 18.0 0.0 50.8 0.0 0.021 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.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: 13 116.8 2.703 PL 13.50 PF 0.5 43 18.0 0.0 50.8 0.0 6.5 120 FTG ---- PE 0.0 44 18.0 0.0 50.3 0.0 0.034 TL 13.50 PV Pipe: 14 134.8 2.703 PL 13.00 PF 0.6 44 18.0 0.0 50.3 0.0 7.5 120 FTG ---- PE 0.0 45 18.0 0.0 49.7 0.0 0.044 TL 13.00 PV Pipe: 15 141.9 2.703 PL 13.50 PF 0.7 45 18.0 0.0 49.7 0.0 7.9 120 FTG ---- PE 0.0 46 18.0 0.0 49.1 0.0 0.049 TL 13.50 PV Pipe: 16 101.1 2.703 PL 13.50 PF 0.4 46 18.0 0.0 49.1 0.0 5.7 120 FTG ---- PE 0.0 47 18.0 0.0 48.7 0.0 0.026 TL 13.50 PV Pipe: 17 53.3 2.703 PL 13.50 PF 0.1 47 18.0 0.0 48.7 0.0 3.0 120 FTG ---- PE 0.0 48 18.0 0.0 48.6 0.0 0.008 TL 13.50 PV Pipe: 18 56.6 1.710 PL 3.50 PF 1.3 11 18.0 0.0 65.4 0.0 7.9 120 FTG T PE -1.1 21 20.5 0.0 63.0 0.0 0.082 TL 16.00 PV Pipe: 19 34.0 1.710 PL 3.50 PF 0.5 12 18.0 0.0 60.7 0.0 4.7 120 FTG T PE -1.1 22 20.5 0.0 59.1 0.0 0.032 TL 16.00 PV Pipe: 20 26.2 1.710 PL 3.50 PF 0.3 13 18.0 0.0 56.8 0.0 3.7 120 FTG T PE -1.1 23 20.5 0.0 55.4 0.0 0.020 TL 16.00 PV Pipe: 21 18.0 1.710 PL 3.50 PF 0.2 14 18.0 0.0 53.3 0.0 2.5 120 FTG T PE -1.1 24 20.5 0.0 52.1 0.0 0.010 TL 16.00 PV Pipe: 22 7.1 1.710 PL 3.50 PF 0.0 15 18.0 0.0 50.3 0.0 1.0 120 FTG T PE -1.1 25 20.5 0.0 49.2 0.0 0.002 TL 16.00 PV Pipe: 23 90.9 1.710 PL 3.50 PF 3.2 16 18.0 0.0 47.3 0.0 12.7 120 FTG T PE -1.1 26 20.5 0.0 43.0 0.0 0.198 TL 16.00 PV Pipe: 24 108.6 1.710 PL 3.50 PF 4.4 17 18.0 0.0 45.6 0.0 15.2 120 FTG T PE -1.1 27 20.5 0.0 40.1 0.0 0.276 TL 16.00 PV Pipe: 25 124.1 1.710 PL 3.50 PF 5.6 18 18.0 0.0 45.1 0.0 17.3 120 FTG T PE -1.1 28 20.5 0.0 38.4 0.0 0.353 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.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 -27.4 1.710 PL 3.50 PF 0.3 40 18.0 0.0 51.2 0.0 3.8 120 FTG T PE -1.1 50 20.5 0.0 50.5 0.0 0.022 TL 16.00 PV Pipe: 27 -29.1 1.710 PL 3.50 PF 0.4 41 18.0 0.0 51.2 0.0 4.1 120 FTG T PE -1.1 51 20.5 0.0 50.5 0.0 0.024 TL 16.00 PV Pipe: 29 -34.0 1.710 PL 3.50 PF 0.5 42 18.0 0.0 51.1 0.0 4.7 120 FTG T PE -1.1 52 20.5 0.0 50.5 0.0 0.032 TL 16.00 PV Pipe: 30 -26.2 1.710 PL 3.50 PF 0.3 43 18.0 0.0 50.8 0.0 3.7 120 FTG T PE -1.1 53 20.5 0.0 50.0 0.0 0.020 TL 16.00 PV Pipe: 31 -18.0 1.710 PL 3.50 PF 0.2 44 18.0 0.0 50.3 0.0 2.5 120 FTG T PE -1.1 54 20.5 0.0 49.4 0.0 0.010 TL 16.00 PV Pipe: 32 -7.1 1.710 PL 3.50 PF 0.0 45 18.0 0.0 49.7 0.0 1.0 120 FTG T PE -1.1 55 20.5 0.0 48.7 0.0 0.002 TL 16.00 PV Pipe: 33 40.8 1.710 PL 3.50 PF 0.7 46 18.0 0.0 49.1 0.0 5.7 120 FTG T PE -1.1 56 20.5 0.0 47.3 0.0 0.045 TL 16.00 PV Pipe: 34 47.7 1.710 PL 3.50 PF 1.0 47 18.0 0.0 48.7 0.0 6.7 120 FTG T PE -1.1 57 20.5 0.0 46.7 0.0 0.060 TL 16.00 PV Pipe: 35 53.3 1.710 PL 3.50 PF 1.2 48 18.0 0.0 48.6 0.0 7.5 120 FTG T PE -1.1 58 20.5 0.0 46.4 0.0 0.074 TL 16.00 PV Pipe: 35A 56.6 1.710 PL 105.92 PF 9.8 21 20.5 0.0 63.0 0.0 7.9 120 FTG T PE 0.0 11A 20.5 0.0 53.2 0.0 0.082 TL 118.42 PV Pipe: 35B 29.1 1.710 PL 100.00 PF 2.7 11A 20.5 0.0 53.2 0.0 4.1 120 FTG T PE 0.0 51 20.5 0.0 50.5 0.0 0.024 TL 112.50 PV Pipe: 35C 27.4 1.710 PL 110.00 PF 2.7 11A 20.5 0.0 53.2 0.0 3.8 120 FTG ET PE 0.0 50 20.5 0.0 50.5 0.0 0.022 TL 126.00 PV Pipe: 35D 34.0 1.710 PL 229.50 PF 8.6 22 20.5 0.0 59.1 0.0 4.7 120 FTG 4E2T PE 0.0 52 20.5 0.0 50.5 0.0 0.032 TL 268.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.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: 35E 26.2 1.710 PL 229.50 PF 5.3 23 20.5 0.0 55.4 0.0 3.7 120 FTG 4E2T PE 0.0 53 20.5 0.0 50.0 0.0 0.020 TL 268.50 PV Pipe: 35F 18.0 1.710 PL 229.50 PF 2.7 24 20.5 0.0 52.1 0.0 2.5 120 FTG 4E2T PE 0.0 54 20.5 0.0 49.4 0.0 0.010 TL 268.50 PV Pipe: 35G 7.1 1.710 PL 229.50 PF 0.5 25 20.5 0.0 49.2 0.0 1.0 120 FTG 4E2T PE 0.0 55 20.5 0.0 48.7 0.0 0.002 TL 268.50 PV Pipe: 35H 90.9 1.710 PL 10.00 PF 4.5 26 20.5 0.0 43.0 0.0 12.7 120 FTG T PE 0.0 Al 20.5 0.0 38.5 0.0 0.198 TL 22.50 PV Pipe: 35I 46.2 1.710 PL 10.00 PF 1.3 Al 20.5 0.0 38.5 0.0 6.5 120 FTG T PE 0.0 A2 20.5 0.0 37.3 0.0 0.057 TL 22.50 PV Pipe: 35J 2.3 1.710 PL 10.00 PF 0.0 A2 20.5 0.0 37.3 0.0 0.3 120 FTG T PE 0.0 A3 20.5 0.0 37.3 0.0 0.000 TL 22.50 PV Pipe: 35K -40.8 1.710 PL 199.50 PF 10.0 A3 20.5 0.0 37.3 0.0 5.7 120 FTG 3ET PE 0.0 56 20.5 0.0 47.3 0.0 0.045 TL 222.50 PV Pipe: 35L 108.6 1.710 PL 10.00 PF 6.2 27 20.5 0.0 40.1 0.0 15.2 120 FTG T PE 0.0 A4 20.5 0.0 33.9 0.0 0.276 TL 22.50 PV Pipe: 35M 78.9 1.710 PL 2.42 PF 0.4 A4 20.5 0.0 33.9 0.0 11.0 120 FTG ---- PE 0.0 A5 20.5 0.0 33.6 0.0 0.152 TL 2.42 PV Pipe: 35N 34.1 1.710 PL 8.17 PF 0.3 A5 20.5 0.0 33.6 0.0 4.8 120 FTG ---- PE 0.0 A6 20.5 0.0 33.3 0.0 0.032 TL 8.17 PV Pipe: 350 -6.8 1.710 PL 10.00 i)F 0.0 A6 20.5 0.0 33.3 0.0 1.0 120 FTG ---- PE 0.0 A7 20.5 0.0 33.3 0.0 0.002 TL 10.00 PV Pipe: 35P -47.7 1.710 PL 199.50 PF 13.4 A7 20.5 0.0 33.3 0.0 6.7 120 FTG 3ET PE 0.0 57 20.5 0.0 46.7 0.0 0.060 TL 222.50 PV Pipe: 35Q 124.1 1.710 PL 8.75 PF 7.5 28 20.5 0.0 38.4 0.0 17.3 120 FTG T PE 0.0 A8 20.5 0.0 30.9 0.0 0.353 TL 21.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.SDF J.OB 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: 35R 84.4 1.710 PL 1.75 PF 0.3 A8 20.5 0.0 30.9 0.0 11.8 120 FTG ---- PE 0.0 A9 20.5 0.0 30.6 0.0 0.173 TL 1.75 PV Pipe: 35S 54.6 1.710 PL 8.25 PF 0.6 A9 20.5 0.0 30.6 0.0 7.6 120 FTG ---- PE 0.0 A10 20.5 0.0 29.9 0.0 0.077 TL 8.25 PV Pipe: 35T 15.3 1.710 PL 5.75 PF 0.0 A10 20.5 0.0 29.9 0.0 2.1 120 FTG ---- PE 0.0 All 20.5 0.0 29.9 0.0 0.007 TL 5.75 PV Pipe: 35U -14.1 1.710 PL 2.25 PF 0.0 All 20.5 0.0 29.9 0.0 2.0 120 FTG ---- PE 0.0 Al2 20.5 0.0 29.9 0.0 0.006 TL 2.25 PV Pipe: 35V -53.3 1.710 PL 199.50 PF 16.5 Al2 20.5 0.0 29.9 0.0 7.5 120 FTG 3ET PE 0.0 58 20.5 0.0 46.4 0.0 0.074 TL 222.50 PV Pipe: 35W 44.7 1.049 PL 39.50 PF 28.0 Al 20.5 0.0 38.5 0.0 16.6 120 FTG 2ET PE 5.4 S1 8.0 11.2 16.0 44.7 0.577 TL 48.50 PV Pipe: 35X 43.8 1.049 PL 40.20 PF 27.4 A2 20.5 0.0 37.3 0.0 16.3 120 FTG 2ET PE 5.4 S2 8.0 11.2 15.3 43.8 0.556 TL 49.20 PV Pipe: 35Y 43.1 1.049 PL 40.20 PF 26.5 A3 20.5 0.0 37.3 0.0 16.0 120 FTG 2ET PE 4.1 S3 11.0 11.2 14.8 43.1 0.539 TL 49.20 PV Pipe: 35Z 29.8 1.049 PL 31.60 PF 11.0 A4 20.5 0.0 33.9 0.0 11.1 120 FTG 2ET PE 5.4 S4 8.0 5.6 28.3 29.8 0.272 TL 40.60 PV Pipe: 350 44.7 1.049 PL 28.60 PF 21.7 A5 20.5 0.0 33.6 0.0 16.6 120 FTG 2ET PE 4.1 S5 11.0 11.2 16.0 44.7 0.577 TL 37.60 PV Pipe: 349 40.9 1.049 PL 40.20 PF 24.1 A6 20.5 0.0 33.3 0.0 15.2 120 FTG 2ET PE 4.1 S6 11.0 11.2 13.3 40.9 0.489 TL 49.20 PV Pipe: 348 40.9 1.049 PL 40.20 PF 24.1 A7 20.5 0.0 33.3 0.0 15.2 120 FTG 2ET PE 4.1 S7 11.0 11.2 13.3 40.9 0.489 TL 49.20 PV Pipe: 347 39.8 1.049 PL 39.20 PF 22.4 A8 20.5 0.0 30.9 0.0 14.8 120 FTG 2ET PE 4.1 S8 11.0 11.2 12.6 39.8 0.464 TL 48.20 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.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: 346 29.8 1.049 PL 7.00 PF 3.8 A9 20.5 0.0 30.6 0.0 11.1 120 FTG ET PE 1.6 S9 16.9 5.6 28.3 29.8 0.272 TL 14.00 PV Pipe: 345 39.2 1.049 PL 39.20 PF 21.8 A10 20.5 0.0 29.9 0.0 14.6 120 FTG 2ET PE 4.1 S10 11.0 11.2 12.3 39.2 0.452 TL 48.20 PV Pipe: 344 29.5 1.049 PL 7.00 PF 3.7 All 20.5 0.0 29.9 0.0 10.9 120 FTG ET PE 1.6 Sll 16.9 5.6 27.7 29.5 0.267 TL 14.00 PV Pipe: 343 39.2 1.049 PL 39.20 PF 21.8 Al2 20.5 0.0 29.9 0.0 14.6 120 FTG 2ET PE 4.1 S12 11.0 11.2 12.2 39.2 0.452 TL 48.20 PV Pipe: 83 -465.6 2.703 PL 3.00 PF 13.3 4 5.0 0.0 88.0 0.0 26.0 120 FTG TB PE 0.9 SOURCE 3.0 SRCE 102.2 (N/A) 0.438 TL 30.40 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 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 0.001 gpm and a maximum imbalance at any node of 0.079 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.0 ft/sec at pipe 83. (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 147.82 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.SDF JQB TITLE: 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 GatViv A1mChk 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 DATE: 5/23/2016 1TOB TITLE: WATER SUPPLY ANALYSIS a 0 O H Gu w a 0 0 0 N 150.00 psi Resid: 0 ro SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 H:\SIGMA\TI16057 14X14.SDF a a > > 0 to Cn H H H 0 0 0 N ss3 srs U U O H • N • Cl) Li) H an >. TS N r -I r -I 0 -1 4-, rn N r Cl)Nr Q E RI N H Ms N u 0 N a) LL -H a. -H ▪ V) Q .0 C] XI - • W 0 O) m W H•• M 0•mcn 4 (7 rtl CO Cr N %/r %/ rl N O O O co N O O O 0 O O 0 O O d' r-1 O O O 0 O O 0 O O 1 l0 d' N O 00 (0 d' N H H H H 04 CD C4 wrzCTI cnCnpaw -- am-H- — SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 5/23/2016 H:\SIGMA\TI16057 14X14.SDF SOB TITLE: WATER SUPPLY CURVE 156+ 1 *0 I \ 143+ \\ I \ I \\ I \ 130+ \ I \\ I \ I \\ 117+ \ I \\ I \ I \ P104+ \\ R IX \ E I \\ S I \ S 91+ \\ U I \ R I \ E I \\ 78+ \ ( I \\ P I \ S I \\ I 65+ \ 1 \ I \\ I \ 52+ \\ I \ I \\ I \ 39+ \ 1 \\ I \ I \\ 26+ LEGEND I 13+ I 0 = Available Water Supply I 148.31 psi @ 715.6 gpm 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) X = Required Water Supply 102.16 psi @ 715.6 gpm I, II II 11 \ \ 20.0 psi @ 7474 gpm-> * Flow Test Point SILENT KNIGIIT 5496 Power Expander Calculations - Global Project Values. Project Name: Project ID: Prepared By: Date; (Lane Bryant Roy L. Cats 8/28/2006 Standby Hours: Alarm Mins: Derating Factor. Voltage Drop Warning. Threshold % 60 5 1.2 10 Panel ID Location: 5496(1) jExisting Sprinkler Room Ckt.#' :CircuitName Nac #1 Model:'Silent Knight 5496 Power Expander Volts: 24. VDC Current Draw Standby Alarm 0.000 0.673 Wire AWG & Type Max. Circuit Current 3 Amps MaxPanel Current 6 Amps Ohms Per ! Length(ft). Actual Volts @ 1000 Ft. < One -Way Ohms EOL #16 Solid 4.02 125 1.01 19.72 2 Nac #2 0.000 1.026 #16 Solid 4:02 150 1.21 19.16 3; Nac #3 0.000 1.013 #16 Solid 4.02 175 1:41 18.97 4 Not Used 0.000 0.000 #16 Solid 4.02 0:00 20.40 ux .: Not Used 0.000 0.000 #16 Solid 4.02':' 20,40 Aux Power: *1 # of NAC's Used 0.000 0.000 5496 Power: Expander:` 0.040 0.160; 2.712 Total Standby Current (Amps) 0.040 2.872'• (Amps) Total Output Power Required Total.Alarm Current "(Amps) • Standby Time In Hours 60 0.083 Alarm Time In Minutes /:60 (5 Mins) Total Standby AH Required 2.400.' 0.239 Total AH Required TotalCombined AH Required -Multiply By The Derating'` Factor 1:20 Minimum Battery ArripHours Required 3.17 5496(2) Circuit Name. 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. *1. A vailue must be entered If you hawe selected any output as Aux. Power. Model;';Silent Kn ght $498: Power;. Expander. Volts:::24 Max Circuit Current 3 Amps Max Panel Current 6;Amps Current. Draw Wire AWG Ohms Per ` Length(ft) Actual •Volts •1000: Ft. Standbv`:Alarm:: SILENT KNI(;t1']' Circuit Configuration Project Information Project Name: Lane Bryant Prepared By: Roy L. Cats Project ID: 0 Date: 8/28/2006 Ckt. Number1 Ckt., Name. Nac #1 +` Panel ID: 5496(1) Max Circuit Current 3 Amps:' Device r `' .Current Draw Each" Current Draw Total Standby <' Alarm , Standby `:: Alarm 1 Gentex GCC2430 Hom/Strobe 0.000 0.1.53 0.000 0.153 4 Gentex GCS2430 Strobe 0.000 0.130.~ 0.000 0.520 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 0.673 ,Ckt. Number': Ckt Name Nac ' Panel ID:' 5496(1) Max Circuit Current:: 3 Amps :Qty evice ' Current'Draw Each Current DrawTotal • • Standby • Alarm: Standby' .•Alarm 1 Gentex GCC24115 Horn/Strobe 0.000,1 0:383 0.000 0.383 1 Gentex GCC2430 Horn/Strobe 0.000 0.153, 0.000 0.153 1 Gentex GCS24115 Strobe 0.000 0:360 0.000 0:360 1 Gentex GCS2430 Strobe 0 0o0 0.130 0.000 0 000 0.000 Totals 0.000 1.026 Ckt. dumber:., Ckt. Name• Nac # Panel ID: 5496(1),..: ax Circuit Current: -3 Amps ievice Current Draw Each Current Draw Total Standby. Alarm Standby Alarm 1 Gentex GCC24115 Hom/Strobe 0.000:; 0:383: 0.000 0.383 1 Gentex GCC2475 Horn/Strobe 0.000 0.270 0.000 1:: 0.270 1 Gentex GCS24115 Strobe 0 000 0:360 0.000 0;360 Unused 0.000 0.000 ' 0.000 is 0.000 0:000. 0.000 Totals 0.000 1.013 Ckt. Number: 4` Panel ID: 5496(1), Ckt Name: Not Used Max Circuit Current: - 3 Amps.-.•' Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000" ' 0.000 0.000 o;000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0:000 0.000 0:oo0 Totals 0.000 0.000 r5 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 ALFRED ANGELO BRIDAL SHOP TI JOB NO. TI8222 @ SOUTHCENTER SQUARE DATE 11/24/08 ADDRESS 17250 SOUTHCENTER PARKWAY BY PHIL STOEHR TUKWILA, WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: ORDINARY HAZARD GROUP II HAZARD CLASS PER NFPA 13 : 2007 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 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: 256 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 TEMPERATURE: 155 ° F K -FACTOR: 11.2 ORIFICE SIZE: 11.2K TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 36 "C" FACTOR UNDERGROUND : 140 WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7,474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: 2002 DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD & MINKLER BASE OF RISER DEMAND 525.10 GPM REQUIRED AT 122.5 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 775.10 GPM REQUIRED AT 128.9 PSI AT CONNECTION TO STREET (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) I- 1 O 2 J 0 Er - co 0 J w 0 Z 0 w cc IL J WATER SUPPLY DATA JOB NO. T18222 SYSTEM/AREA 1 SYSTEM DEMAND @ BASE OF RISER 0w '- 0 ui D N J in 0 z SYSTEM DEMAND @ CITY CONNECTION N U) w Q Lu w d0 o) co J N I-- 0 I- I - Q a 0 a o C7 LO n co w 0 J 0 Z 4. -- Q) H 4 0 r 0 1- co co O N O N w CC z O J IL SMITH FIRE SYSTEMS, INC. o TI co r 0 U) N rf1 III -i I r-� 0 ri—TIrr-1111 11I I 11 rI IIII Lill Ilrr co (00 o ON ISd NI 3aflSS }dd 0 IC) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) 73 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.0 TOTAL al DEMAND (GPM) REQ'D PRESS. (PSI) 775.1 128.9 Required pressure is 19.1 psi (13%) 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 S2 S3 S4 S5 S5A S6 S7 S8 S9 S10 S11 S12 1 2 3 4 5 5A 6 7 8 9 10 11 12 31 32 33 34 35 36 12.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 18.5 18.5 18.5 18.5 18.5 18.5 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 K=11.20 775.1 GPM 250.0 GPM 0.0 GPM 525.1 GPM PRESSURE (PSI) 25.2 24.5 23.7 23.1 23.1 23.1 23.4 22.8 21.0 20.7 20.9 32.5 32.1 30.3 28.8 27.7 27.4 27.3 27.4 27.8 26.9 24.4 24.0 24.3 40.1 39.5 64.2 64.2 64.3 64.5 64.8 65.1 DISCHARGE (GPM) 28.1 27.7 27.2 26.9 26.9 26.9 27.1 53.5 51.3 51.0 51.2 63.9 63.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 37 18.5 65.3 38 18.5 65.4 41 18.5 57.8 42 18.5 58.1 43 18.5 59.5 44 18.5 - 61.8 45 18.5 64.6 46 18.5 68.4 47 18.5 73.9 48 18.5 80.2 51 18.5 44.0 52 18.5 44.1 53 18.5 44.8 54 18.5 45.7 55 18.5 46.1 56 18.5 46.2 TOR 18.5 90.0 61 2.0 121.1 BOR 0.5 122.5 71 -4.0 125.4 72 -4.0 - - - - 128.4 73 -4.0 SOURCE 128.9 525.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: S1 -28.1 1.049 PL 9.00 PF 9.8 S1 12.0 5.6 25.2 28.1 10.4 120 FTG ETX PE -4.8 1 23.0 0.0 30.3 0.0 0.245 TL 40.00 PV Pipe: S2 -27.7 1.049 PL 11.00 PF 10.0 S2 10.0 5.6 24.5 27.7 10.3 120 FTG ETX PE -5.6 2 23.0 0.0 28.8 0.0 0.238 TL 42.00 PV Pipe: S3 -27.2 1.049 PL 11.00 PF 9.7 S3 10.0 5.6 23.7 27.2 10.1 120 FTG ETX PE -5.6 3 23.0 0.0 27.7 0.0 0.230 TL 42.00 PV Pipe: S4 -26.9 1.049 PL 9.00 PF 9.0 S4 12.0 5.6 23.1 26.9 10.0 120 FTG ETX PE -4.8 4 23.0 0.0 27.4 0.0 0.226 TL 40.00 PV Pipe: S5 -26.9 1.049 PL 9.00 PF 9.0 S5 12.0 5.6 23.1 26.9 10.0 120 FTG ETX PE -4.8 5 23.0 0.0 27.3 0.0 0.225 TL 40.00 PV Pipe: S5A -26.9 1.049 PL 9.00 PF 9.0 S5A 12.0 5.6 23.1 26.9 10.0 120 FTG ETX PE -4.8 5A 23.0 0.0 27.4 0.0 0.226 TL 40.00 PV Pipe: S6 -27.1 1.049 PL 9.00 PF 9.1 S6 12.0 5.6 23.4 27.1 10.1 120 FTG ETX PE -4.8 6 23.0 0.0 27.8 0.0 0.228 TL 40.00 PV Pipe: S7 -53.5 1.380 PL 9.00 PF 8.9 S7 12.0 11.2 22.8 53.5 11.5 120 FTG ETX PE -4.8 7 23.0 0.0 26.9 0.0 0.211 TL 42.00 PV Pipe: S8 -51.3 1.380 PL 9.00 PF 8.2 S8 12.0 11.2 21.0 51.3 11.0 120 FTG ETX PE -4.8 8 23.0 0.0 24.4 0.0 0.195 TL 42.00 PV Pipe: S9 -51.0 1.380 PL 9.00 PF 8.1 S9 12.0 11.2 20.7 51.0 10.9 120 FTG ETX PE -4.8 9 23.0 0.0 24.0 0.0 0.193 TL 42.00 PV Pipe: S10 -51.2 1.380 PL 9.00 PF 8.2 S10 12.0 11.2 20.9 51.2 11.0 120 FTG ETX PE -4.8 10 23.0 0.0 24.3 0.0 0.195 TL 42.00 PV Si' 11 Pipe: S11 -63.9 1.380 PL 9.00 PF 12.3 12.0 11.2 32.5 63.9 13.7 120 FTG ETX PE -4.8 23.0 0.0 40.1 0.0 0.293 TL 42.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: S12 -63.4 1.380 PL 9.00 PF 12.2 S12 12.0 11.2 32.1 63.4 13.6 120 FTG ETX PE -4.8 12 23.0 0.0 39.5 0.0 0.289 TL 42.00 PV Pipe: 1 125.8 1.710 PL 31.75 PF 25.6 41 18.5 0.0 57.8 0.0 17.6 120 FTG 4E2T PE -1.9 1 23.0 0.0 30.3 0.0 0.362 TL 70.75 PV Pipe: 2 97.7 1.710 PL 6.50 PF 1.5 1 23.0 0.0 30.3 0.0 13.6 120 FTG ---- PE 0.0 2 23.0 0.0 28.8 0.0 0.226 TL 6.50 PV Pipe: 3 70.0 1.710' PL 8.92 PF 1.1 2 23.0 0.0 28.8 0.0 9.8 120 FTG ---- PE 0.0 3 23.0 0.0 27.7 0.0 0.122 TL 8.92 PV Pipe: 4 42.7 1.710 PL 6.00 PF 0.3 3 23.0 0.0 27.7 0.0 6.0 120 FTG ---- PE 0.0 4 23.0 0.0 27.4 0.0 0.049 TL 6.00 PV Pipe: 5 15.8 1.710 PL 10.00 PF 0.1 4 23.0 0.0 27.4 0.0 2.2 120 FTG ---- PE 0.0 5 23.0 0.0 27.3 0.0 0.008 TL 10.00 PV Pipe: 6 -11.1 1.710 PL 10.00 PF 0.0 5 23.0 0.0 27.3 0.0 1.6 120 FTG ---- PE 0.0 5A 23.0 0.0 27.4 0.0 0.004 TL 10.00 PV Pipe: 6A -38.1 1.710 PL 10.00 PF 0.4 5A 23.0 0.0 27.4 0.0 5.3 120 FTG ---- PE 0.0 6 23.0 0.0 27.8 0.0 0.040 TL 10.00 PV Pipe: 6B -65.1 1.710 PL 117.25 PF 14.3 6 23.0 0.0 27.8 0.0 9.1 120 FTG ET PE 1.9 51 18.5 0.0 44.0 0.0 0.107 TL 133.25 PV Pipe: 7 132.9 1.710 PL 34.25 PF 29.3 42 18.5 0.0 58.1 0.0 18.6 120 FTG 4E2T PE -1.9 7 23.0 0.0 26.9 0.0 0.400 TL 73.25 PV Pipe: 8 79.4 1.710 PL 16.00 PF 2.5 7 23.0 0.0 26.9 0.0 11.1 120 FTG ---- PE 0.0 8 23.0 0.0 24.4 0.0 0.154 TL 16.00 PV Pipe: 9 28.1 1.710 PL 16.00 PF 0.4 8 23.0 0.0 24.4 0.0 3.9 120 FTG ---- PE 0.0 9 23.0 0.0 24.0 0.0 0.023 TL 16.00 PV Pipe: 10 -22.8 1.710 PL 16.00 PF 0.2 9 23.0 0.0 24.0 0.0 3.2 120 FTG ---- PE 0.0 10 23.0 0.0 24.3 0.0 0.015 TL 16.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: 10A -74.0 1.710 PL 116.17 PF 17.9 10 23.0 0.0 24.3 0.0 10.3 120 FTG ET PE 1.9 52 18.5 0.0 44.1 0.0 0.135 TL 132.17 PV Pipe: 10B 100.7 1.710 PL 33.75 PF 17.4 43 18.5 0.0 59.5 0.0 14.1 120 FTG 4E2T PE -1.9 11 23.0 0.0 40.1 0.0 0.240 TL 72.75 PV Pipe: 10C 36.8 1.710 PL 16.00 PF 0.6 11 23.0 0.0 40.1 0.0 5.1 120 FTG ---- PE 0.0 12 23.0 0.0 39.5 0.0 0.037 TL 16.00 PV Pipe: 10D -26.6 1.710 PL 148.67 PF 3.4 12 23.0 0.0 39.5 0.0 3.7 120 FTG ET PE 1.9 53 18.5 0.0 44.8 0.0 0.020 TL 164.67 PV Pipe: 11 -26.8 2.703 PL 13.50 PF 0.0 31 18.5 0.0 64.2 0.0 1.5 120 FTG ---- PE 0.0 32 18.5 0.0 64.2 0.0 0.002 TL 13.50 PV Pipe: 12 -52.8 2.703 PL 13.50 PF 0.1 32 18.5 0.0 64.2 0.0 3.0 120 FTG ---- PE 0.0 33 18.5 0.0 64.3 0.0 0.008 TL 13.50 PV Pipe: 13 -75.9 2.703 PL 13.50 PF 0.2 33 18.5 0.0 64.3 0.0 4.2 120 FTG ---- PE 0.0 34 18.5 0.0 64.5 0.0 0.015 TL 13.50 PV Pipe: 14 -93.1 2.703 PL 13.00 PF 0.3 34 18.5 0.0 64.5 0.0 5.2 120 FTG ---- PE 0.0 35 18.5 0.0 64.8 0.0 0.022 TL 13.00 PV Pipe: 15 -97.1 2.703 PL 13.50 PF 0.3 35 18.5 0.0 64.8 0.0 5.4 120 FTG ---- PE 0.0 36 18.5 0.0 65.1 0.0 0.024 TL 13.50 PV Pipe: 16 -77.7 2.703 PL 13.50 PF 0.2 36 18.5 0.0 65.1 0.0 4.3 120 FTG ---- PE 0.0 37 18.5 0.0 65.3 0.0 0.016 TL 13.50 PV Pipe: 17 -44.5 2.703 PL 13.50 PF 0.1 37 18.5 0.0 65.3 0.0 2.5 120 FTG ---- PE 0.0 38 18.5 0.0 65.4 0.0 0.006 TL 13.50 PV Pipe: 18 -99.0 2.703 PL 13.50 PF 0.3 41 18.5 0.0 57.8 0.0 5.5 120 FTG ---- PE 0.0 42 18.5 0.0 58.1 0.0 0.025 TL 13.50 PV Pipe: 19 -205.9 2.703 PL 13.50 PF 1.3 42 18.5 0.0 58.1 0.0 11.5 120 FTG ---- PE 0.0 43 18.5 0.0 59.5 0.0 0.097 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: 20 -283.5 2.703 PL 13.50 PF 2.4 43 18.5 0.0 59.5 0.0 15.9 120 FTG ---- PE 0.0 44 18.5 0.0 61.8 0.0 0.175 TL 13.50 PV Pipe: 21 -317.0 2.703 PL 13.00 PF 2.8 44 18.5 0.0 61.8 0.0 17.7 120 FTG ---- PE 0.0 45 18.5 0.0 64.6 0.0 0.215 TL 13.00 PV Pipe: 22 -367.8 2.703 PL 13.50 PF 3.8 45 18.5 0.0 64.6 0.0 20.6 120 FTG ---- PE 0.0 46 18.5 0.0 68.4 0.0 0.283 TL 13.50 PV Pipe: 23 -447.4 2.703 PL 13.50 PF 5.5 46 18.5 0.0 68.4 0.0 25.0 120 FTG ---- PE 0.0 47 18.5 0.0 73.9 0.0 0.407 TL 13.50 PV Pipe: 24 -480.6 2.703 PL 13.50 PF 6.3 47 18.5 0.0 73.9 0.0 26.9 120 FTG ---- PE 0.0 48 18.5 0.0 80.2 0.0 0.464 TL 13.50 PV Pipe: 25 -525.1 2.703 PL 4.50 PF 9.8 48 18.5 0.0 80.2 0.0 29.4 120 FTG 2E PE 0.0 TOR 18.5 0.0 90.0 0.0 0.547 TL 17.90 PV Pipe: 26 -65.1 2.703 PL 13.50 PF 0.2 51 18.5 0.0 44.0 0.0 3.6 120 FTG ---- PE 0.0 52 18.5 0.0 44.1 0.0 0.012 TL 13.50 PV Pipe: 27 -139.1 2.703 PL 13.50 PF 0.6 52 18.5 0.0 44.1 0.0 7.8 120 FTG ---- PE 0.0 53 18.5 0.0 44.8 0.0 0.047 TL 13.50 PV Pipe: 28 -165.7 2.703 PL 13.50 PF 0.9 53 18.5 0.0 44.8 0.0 9.3 120 FTG ---- PE 0.0 54 18.5 0.0 45.7 0.0 0.065 TL 13.50 PV Pipe: 29 -115.0 2.703 PL 13.00 PF 0.4 54 18.5 0.0 45.7 0.0 6.4 120 FTG ---- PE 0.0 55 18.5 0.0 46.1 0.0 0.033 TL 13.00 PV Pipe: 30 -60.3 2.703 PL 13.50 PF 0.1 55 18.5 0.0 46.1 0.0 3.4 120 FTG ---- PE 0.0 56 18.5 0.0 46.2 0.0 0.010 TL 13.50 PV Pipe: 31 26.8 1.710 PL 229.50 PF 6.3 31 18.5 0.0 64.2 0.0 3.7 120 FTG 8E4T PE 0.0 41 18.5 0.0 57.8 0.0 0.021 TL 307.50 PV Pipe: 32 26.0 1.710 PL 229.50 PF 6.0 32 18.5 0.0 64.2 0.0 3.6 120 FTG 8E4T PE 0.0 42 18.5 0.0 58.1 0.0 0.020 TL 307.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: 33 23.1 1.710 PL 229.50 PF 4.8 33 18.5 0.0 64.3 0.0 3.2 120 FTG 8E4T PE 0.0 43 18.5 0.0 59.5 0.0 0.016 TL 307.50 PV Pipe: 34 17.2 1.710 PL 229.50 PF 2.7 34 18.5 0.0 64.5 0.0 2.4 120 FTG 4E4T PE 0.0 44 18.5 0.0 61.8 0.0 0.009 TL 293.50 PV Pipe: 35 3.9 1.710 PL 229.50 PF 0.2 35 18.5 0.0 64.8 0.0 0.5 120 FTG 4E4T PE 0.0 45 18.5 0.0 64.6 0.0 0.001 TL 293.50 PV Pipe: 36 -19.3 1.710 PL 229.50 PF 3.3 36 18.5 0.0 65.1 0.0 2.7 120 FTG 4E4T PE 0.0 46 18.5 0.0 68.4 0.0 0.011 TL 293.50 PV Pipe: 37 -33.2 1.710 PL 229.50 PF 8.6 37 18.5 0.0 65.3 0.0 4.6 120 FTG 4T PE 0.0 47 18.5 0.0 73.9 0.0 0.031 TL 279.50 PV - Pipe: 38 -44.5 1.710 PL 229.50 PF 14.8 38 18.5 0.0 65.4 0.0 6.2 120 FTG 4T PE 0.0 48 18.5 0.0 80.2 0.0 0.053 TL 279.50 PV Pipe: 39 -50.8 1.710 PL 198.50 PF 16.2 54 18.5 0.0 45.7 0.0 7.1 120 FTG E3T PE 0.0 44 18.5 0.0 61.8 0.0 0.067 TL 239.50 PV Pipe: 40 -54.7 1.710 PL 198.50 PF 18.5 55 18.5 0.0 46.1 0.0 7.6 120 FTG E3T PE 0.0 45 18.5 0.0 64.6 0.0 0.077 TL 239.50 PV Pipe: 41 -60.3 1.710 PL 198.50 PF 22.2 56 18.5 0.0 46.2 0.0 8.4 120 FTG E3T PE 0.0 46 18.5 0.0 68.4 0.0 0.093 TL 239.50 PV Pipe: 42 -525.1 2.703 PL 16.50 PF 24.0 TOR 18.5 0.0 90.0 0.0 29.4 120 FTG TB PE 7.1 61 2.0 0.0 121.1 0.0 0.547 TL 43.90 PV Pipe: 43 -525.1 4.298 PL 3.50 PF 0.7 61 2.0 0.0 121.1 0.0 11.6 120 FTG E PE 0.6 BOR 0.5 0.0 122.5 0.0 0.057 TL 12.80 PV Pipe: 44 -525.1 6.160 PL 115.00 PF 0.9 BOR 0.5 0.0 122.5 0.0 5.7 140 FTG E PE 1.9 71 -4.0 0.0 125.4 0.0 0.007 TL 127.00 PV Pipe: 45 FIXED PRESSURE LOSS DEVICE 72 -4.0 0.0 128.4 0.0 3.0 psi, 525.1 gpm 71 -4.0 0.0 125.4 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/24/2008 H:\HASS\ALFRED ANGELO BRIDAL TI\ALFRED BRIDAL.SDF JOB TITLE: ALFRED ANGELO BRIDAL SHOP TI .20 / 1500 SQ. FT. 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: 46 -525.1 6.160 PL 25.00 PF 0.5 72 -4.0 0.0 128.4 0.0 5.7 140 FTG TG PE 0.0 73 -4.0 SRCE 128.9 (N/A) 0.007 TL 69.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27081573 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 0.001 gpm and a maximum imbalance at any node of 0.071 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.4 ft/sec at pipe 42. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T F C B G Ell Tee 45 ChkVly 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 fleX 1.049 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 24.00 1.380 3.00 6.00 1.00 9.00 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 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 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 PIZZA STUDIO TI JOB NO. TI15133 SOUTH CENTER SQUARE SUITE 148 DATE 9/28/15 ADDRESS 17250 SOUTH CENTER PARKWAY BY JOHN RETHERFORD TUKWILA WA SYSTEM DESIGNATION: 1 HAZARD DESCRIPTION: RESTAURANT - ORDINARY HAZARD 1 HAZARD CLASS PER NFPA 13 : 2010 SPECIFIC RULING: NA RULING MADE BY: NA OF DENSITY: .15 GPM OVER THE MOST HYDRAULICALLY REMOTE 1002 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: 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 NA GPM TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR UNDERGROUND : 140 196 SQUARE FEET J112 TEMPERATURE: 155 ° F 11.2 ORIFICE SIZE: 3/4 26 NEW 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 2006 CITY OF TUKWILA MINKLER BLVD BASE OF RISER DEMAND 366.80 GPM REQUIRED AT 113.2 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 616.80 GPM REQUIRED AT 122.9 PSI AT CONNECTION TO CITY MAIN (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) WASHINGTON STATE 1 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 1 Jim Pommert 1 6749-0192-C Level 3 1 Smith Fire Systems, Inc. 1 SMITHFS1360T 1 1.411 If �1•ianature 9-28-15 Date 7 Expires 12/31 15 CERTIFICATE OF COMPETENCY STAMP .1 0 N W A cn O) 0 r C m z 0 X .i 0 0 0) (O 0 0 N cri O I.._._.....I PRESSURE IN PSI O N O rt 01 N L_ N L! 11'F1.1�I>9 L: T r O z G) IETAY110)77-B-11" IN A-7 IPLIIuIE*E!i N O O C) O 0 v v13 �co mcn co 1 N N NN 0 o N 0—I C o C) D -I Z cn M 0 XI C D = n m Z rn -<m C p C rn < m G � D C m a Co mrover smouri.ail FIWGZE l•1r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. PRESS. (PSI) FLOW (GPM) SOURCE 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.7 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 616.8 122.9 Required pressure is 25.8 psi (17%) 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 14.5 K=11.20 S2 14.5 K=11.20 S3 10.5 K= 5.60 S4 14.5 K=11.20 S5 14.5 K=11.20 S6 10.5 K= 5.60 S7 10.5 K= 5.60 S8 14.5 K=11.20 S9 10.5 K= 5.60 S10 14.5 K=11.20 S11 8.5 K=11.20 Fl 15.0 F2 15.0 F3 11.0 F4 15.0 F5 15.0 F6 11.0 F7 11.0 F8 15.0 F9 11.0 F10 15.0 Fil 9.0 B1 25.0 B2 25.0 B3 25.0 B4 25.0 B5 25.0 B6 25.0 B7 25.0 B8 25.0 B9 25.0 616.8 GPM 250.0 GPM 0.0 GPM 366.8 GPM PRESSURE DISCHARGE AREA (PSI) (GPM) (FTA2) 31.4 200.0 7.9 7.2 18.5 10.8 10.2 25.5 29.3 12.6 29.2 11.9 13.8 22.9 24.9 27.0 31.0 34.7 37.2 42.5 36.2 42.4 40.2 46.3 26.5 25.8 25.7 37.3 37.6 37.8 44.3 44.2 44.2 30.0 200.0 24.1 75.0 36.7 200.0 35.7 200.0 28.3 75.0 30.3 75.0 39.8 200.0 30.3 75.0 38.6 200.0 41.6 200.0 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 0.157 0.150 0.321 0.184 0.179 0.377 0.404 0.199 0.403 0.193 0.208 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF • JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FTA2) (GPM/FT^2) B10 25.0 44.2 B11 25.0 53.0 BL1 25.0 37.3 SM1A 25.0 25.7 SM1 21.0 53.3 SM2 21.0 53.6 SM3 21.0 54.5 SM4 21.0 55.2 SM5 21.0 55.6 SM6 21.0 55.7 PM1 21.0 68.7 PM2 21.0 69.0 PM3 21.0 69.8 PM4 21.0 71.2 PM5 21.0 73.3 PM6 21.0 76.1 TOR 21.0 89.7 BOR 2.0 113.2 U1 0.5 114.4 BF1 -4.0 116.6 BF2 -4.0 - - - - 122.6 SOURCE -4.0 SOURCE 122.9 366.8 - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 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: S1 -31.4 1.049 PL 51.00 PF 15.3 S1 14.5 11.2 7.9 31.4 11.7 120 FTG ---- PE -0.2 Fl 15.0 0.0 22.9 0.0 0.300 TL 51.00 PV Pipe: S2 -30.0 1.049 PL 65.00 PF 17.9 S2 14.5 11.2 7.2 30.0 11.1 120 FTG ---- PE -0.2 F2 15.0 0.0 24.9 0.0 0.275 TL 65.00 PV Pipe: S3 -24.1 1.049 PL 48.00 PF 8.8 S3 10.5 5.6 18.5 24.1 8.9 120 FTG ---- PE -0.2 F3 11.0 0.0 27.0 0.0 0.183 TL 48.00 PV Pipe: S4 -36.7 1.049 PL 51.00 PF 20.4 S4 14.5 11.2 10.8 36.7 13.6 120 FTG ---- PE -0.2 F4 15.0 0.0 31.0 0.0 0.401 TL 51.00 PV Pipe: S5 -35.7 1.049 PL 65.00 PF 24.7 S5 14.5 11.2 10.2 35.7 13.3 120 FTG ---- PE -0.2 F5 15.0 0.0 34.7 0.0 0.380 TL 65.00 PV Pipe: S6 -28.3 1.049 PL 48.00 PF 11.9 S6 10.5 5.6 25.5 28.3 10.5 120 FTG ---- PE -0.2 F6 11.0 0.0 37.2 0.0 0.247 TL 48.00 PV Pipe: S7 -30.3 1.049 PL 48.00 PF 13.5 S7 10.5 5.6 29.3 30.3 11.2 120 FTG ---- PE -0.2 F7 11.0 0.0 42.5 0.0 0.280 TL 48.00 PV Pipe: S8 -39.8 1.049 PL 51.00 PF 23.7 S8 14.5 11.2 12.6 39.8 14.8 120 FTG ---- PE -0.2 F8 15.0 0.0 36.2 0.0 0.465 TL 51.00 PV Pipe: S9 -30.3 1.049 PL 48.00 PF 13.4 S9 10.5 5.6 29.2 30.3 11.2 120 FTG ---- PE -0.2 F9 11.0 0.0 42.4 0.0 0.280 TL 48.00 PV Pipe: S10 -38.6 1.049 PL 65.00 PF 28.5 S10 14.5 11.2 11.9 38.6 14.3 120 FTG ---- PE -0.2 F10 15.0 0.0 40.2 0.0 0.439 TL 65.00 PV Pipe: Sil -41.6 1.049 PL 65.00 PF 32.8 S1l 8.5 11.2 13.8 41.6 15.4 120 FTG ---- PE -0.2 F1l 9.0 0.0 46.3 0.0 0.504 TL 65.00 PV Pipe: Fl -31.4 1.049 PL 13.50 PF 7.9 Fl 15.0 0.0 22.9 0.0 11.7 120 FTG 4ET PE -4.3 B1 25.0 0.0 26.5 0.0 0.300 TL 26.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 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: F2 -30.0 1.049 PL 10.00 PF 5.2 F2 15.0 0.0 24.9 0.0 11.1 120 FTG 2ET PE -4.3 B2 25.0 0.0 25.8 0.0 0.275 TL 19.00 PV Pipe: F3 -24.1 1.049 PL 17.00 PF 4.8 F3 11.0 0.0 27.0 0.0 8.9 120 FTG 2ET PE -6.1 B3 25.0 0.0 25.7 0.0 0.183 TL 26.00 PV Pipe: F4 -36.7 1.049 PL 13.50 PF 10.6 F4 15.0 0.0 31.0 0.0 13.6 120 FTG 4ET PE -4.3 B4 25.0 0.0 37.3 0.0 0.401 TL 26.50 PV Pipe: F5 -35.7 1.049 PL 10.00 PF 7.2 F5 15.0 0.0 34.7 0.0 13.3 120 FTG 2ET PE -4.3 B5 25.0 0.0 37.6 0.0 0.380 TL 19.00 PV Pipe: F6 -28.3 1.049 PL 18.00 PF 6.7 F6 11.0 0.0 37.2 0.0 10.5 120 FTG 2ET PE -6.1 B6 25.0 0.0 37.8 0.0 0.247 TL 27.00 PV Pipe: F7 -30.3 1.049 PL 19.00 PF 7.9 F7 11.0 0.0 42.5 0.0 11.2 120 FTG 2ET PE -6.1 B7 25.0 0.0 44.3 0.0 0.280 TL 28.00 PV Pipe: F8 -39.8 1.049 PL 13.50 PF 12.3 F8 15.0 0.0 36.2 0.0 14.8 120 FTG 4ET PE -4.3 B8 25.0 0.0 44.2 0.0 0.465 TL 26.50 PV Pipe: F9 -30.3 1.049 PL 19.00 PF 7.8 F9 11.0 0.0 42.4 0.0 11.2 120 FTG 2ET PE -6.1 B9 25.0 0.0 44.2 0.0 0.280 TL 28.00 PV Pipe: F10 -38.6 1.049 PL 10.00 PF 8.3 F10 15.0 0.0 40.2 0.0 14.3 120 FTG 2ET PE -4.3 B10 25.0 0.0 44.2 0.0 0.439 TL 19.00 PV Fli B11 Pipe: Flt -41.6 1.049 PL 18.00 PF 13.6 9.0 0.0 46.3 0.0 15.4 120 FTG 2ET PE -6.9 25.0 0.0 53.0 0.0 0.504 TL 27.00 PV Pipe: BL1A 0.0 1.710 PL 47.00 PF 0.0 SM1A 25.0 0.0 25.7 0.0 0.0 120 FTG ET PE 0.0 B3 25.0 0.0 25.7 0.0 0.000 TL 63.00 PV Pipe: BL1AA -24.1 1.710 PL 2.00 PF 0.0 B3 25.0 0.0 25.7 0.0 3.4 120 FTG ---- PE 0.0 B2 25.0 0.0 25.8 0.0 0.017 TL 2.00 PV Pipe: BL1AA1 -54.1 1.710 PL 10.00 PF 0.8 B2 25.0 0.0 25.8 0.0 7.6 120 FTG ---- PE 0.0 B1 25.0 0.0 26.5 0.0 0.076 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 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: BL1AB -85.5 1.710 PL 45.00 PF 10.8 B1 25.0 0.0 26.5 0.0 11.9 120 FTG ET PE 0.0 BL1 25.0 0.0 37.3 0.0 0.177 TL 61.00 PV Pipe: BL1AC -90.5 1.710 PL 112.00 PF 29.7 BL1 25.0 0.0 37.3 0.0 12.6 120 FTG 4E2T PE 1.7 PM1 21.0 0.0 68.7 0.0 0.197 TL 151.00 PV Pipe: BL1 95.7 1.710 PL 47.00 PF 13.7 SM1 21.0 0.0 53.3 0.0 13.4 120 FTG ET PE -1.7 B6 25.0 0.0 37.8 0.0 0.218 TL 63.00 PV Pipe: BL1BA 67.4 1.710 PL 2.00 PF 0.2 B6 25.0 0.0 37.8 0.0 9.4 120 FTG ---- PE 0.0 B5 25.0 0.0 37.6 0.0 0.114 TL 2.00 PV Pipe: BL1BA1 31.7 1.710 PL 10.00 PF 0.3 B5 25.0 0.0 37.6 0.0 4.4 120 FTG ---- PE 0.0 B4 25.0 0.0 37.3 0.0 0.028 TL 10.00 PV Pipe: BL1BB -5.0 1.710 PL 32.00 PF 0.0 B4 25.0 0.0 37.3 0.0 0.7 120 FTG ---- PE 0.0 BL1 25.0 0.0 37.3 0.0 0.001 TL 32.00 PV Pipe: BL2 69.2 1.710 PL 48.00 PF 7.7 SM2 21.0 0.0 53.6 0.0 9.7 120 FTG ET PE -1.7 B10 25.0 0.0 44.2 0.0 0.120 TL 64.00 PV Pipe: BL2A 30.6 1.710 PL 1.00 PF 0.0 810 25.0 0.0 44.2 0.0 4.3 120 FTG ---- PE 0.0 B9 25.0 0.0 44.2 0.0 0.026 TL 1.00 PV Pipe: BL2B 0.3 1.710 PL 11.00 PF 0.0 B9 25.0 0.0 44.2 0.0 0.0 120 FTG ---- PE 0.0 B8 25.0 0.0 44.2 0.0 0.000 TL 11.00 PV Pipe: BL2C -39.5 1.710 PL 3.00 PF 0.1 B8 25.0 0.0 44.2 0.0 5.5 120 FTG ---- PE 0.0 B7 25.0 0.0 44.3 0.0 0.042 TL 3.00 PV Pipe: BL2D -69.8 1.710 PL 150.00 PF 23.0 B7 25.0 0.0 44.3 0.0 9.7 120 FTG 4E2T PE 1.7 PM2 21.0 0.0 69.0 0.0 0.122 TL 189.00 PV Pipe: BL3 -12.1 1.710 PL 48.00 PF 0.3 SM3 21.0 0.0 54.5 0.0 1.7 120 FTG ET PE -1.7 B11 25.0 0.0 53.0 0.0 0.005 TL 64.00 PV Pipe: BL3A -53.7 1.710 PL 162.00 PF 15.1 B11 25.0 0.0 53.0 0.0 7.5 120 FTG 4E2T PE 1.7 PM3 21.0 0.0 69.8 0.0 0.075 TL 201.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 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: BL4 -47.8 1.710 PL 210.00 PF 16.0 SM4 21.0 0.0 55.2 0.0 6.7 120 FTG 5E3T PE 0.0 PM4 21.0 0.0 71.2 0.0 0.060 TL 265.00 PV Pipe: BL5 -50.5 1.710 PL 210.00 PF 17.7 SM5 21.0 0.0 55.6 0.0 7.0 120 FTG 5E3T PE 0.0 PM5 21.0 0.0 73.3 0.0 0.067 TL 265.00 PV Pipe: BL6 -54.5 1.710 PL 210.00 PF 20.4 SM6 21.0 0.0 55.7 0.0 7.6 120 FTG 5E3T PE 0.0 PM6 21.0 0.0 76.1 0.0 0.077 TL 265.00 PV Pipe: SM1 -95.7 2.703 PL 13.50 PF 0.3 SM1 21.0 0.0 53.3 0.0 5.4 120 FTG ---- PE 0.0 SM2 21.0 0.0 53.6 0.0 0.023 TL 13.50 PV Pipe: SM2 -164.9 2.703 PL 13.50 PF 0.9 SM2 21.0 0.0 53.6 0.0 9.2 120 FTG ---- PE 0.0 SM3 21.0 0.0 54.5 0.0 0.064 TL 13.50 PV Pipe: SM3 -152.8 2.703 PL 13.50 PF 0.8 SM3 21.0 0.0 54.5 0.0 8.5 120 FTG ---- PE 0.0 SM4 21.0 0.0 55.2 0.0 0.056 TL 13.50 PV Pipe: SM4 -105.0 2.703 PL 13.50 PF 0.4 SM4 21.0 0.0 55.2 0.0 5.9 120 FTG ---- PE 0.0 SM5 21.0 0.0 55.6 0.0 0.028 TL 13.50 PV Pipe: SM5 -54.5 2.703 PL 13.50 PF 0.1 SM5 21.0 0.0 55.6 0.0 3.0 120 FTG ---- PE 0.0 SM6 21.0 0.0 55.7 0.0 0.008 TL 13.50 PV Pipe: PM1 -90.5 2.703 PL 13.50 PF 0.3 PM1 21.0 0.0 68.7 0.0 5.1 120 FTG ---- PE 0.0 PM2 21.0 0.0 69.0 0.0 0.021 TL 13.50 PV Pipe: PM2 -160.2 2.703 PL 13.50 PF 0.8 PM2 21.0 0.0 69.0 0.0 9.0 120 FTG ---- PE 0.0 PM3 21.0 0.0 69.8 0.0 0.061 TL 13.50 PV Pipe: PM3 -214.0 2.703 PL 13.50 PF 1.4 PM3 21.0 0.0 69.8 0.0 12.0 120 FTG ---- PE 0.0 PM4 21.0 0.0 71.2 0.0 0.104 TL 13.50 PV Pipe: PM4 -261.8 2.703 PL 13.50 PF 2.0 PM4 21.0 0.0 71.2 0.0 14.6 120 FTG ---- PE 0.0 PM5 21.0 0.0 73.3 0.0 0.151 TL 13.50 PV Pipe: PM5 -312.3 2.703 PL 13.50 PF 2.8 PM5 21.0 0.0 73.3 0.0 17.5 120 FTG ---- PE 0.0 PM6 21.0 0.0 76.1 0.0 0.209 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 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: PM6 -366.8 2.703 PL 35.00 PF 13.6 PM6 21.0 0.0 76.1 0.0 20.5 120 FTG 2E PE 0.0 TOR 21.0 0.0 89.7 0.0 0.282 TL 48.40 PV Pipe: TOR -366.8 2.703 PL 20.00 PF 15.2 TOR 21.0 0.0 89.7 0.0 20.5 120 FTG ETB PE 8.2 BOR 2.0 0.0 113.2 0.0 0.282 TL 54.10 PV Pipe: BOR -366.8 4.298 PL 10.00 PF 0.6 BOR 2.0 0.0 113.2 0.0 8.1 120 FTG E PE 0.6 U1 0.5 0.0 114.4 0.0 0.029 TL 19.30 PV Pipe: U1 -366.8 6.160 PL 50.00 PF 0.2 U1 0.5 0.0 114.4 0.0 3.9 140 FTG E PE 1.9 BF1 -4.0 0.0 116.6 0.0 0.004 TL 62.00 PV Pipe: BFP FIXED PRESSURE LOSS DEVICE BF2 -4.0 0.0 122.6 0.0 6.0 psi, 366.8 gpm BF1 -4.0 0.0 116.6 0.0 Pipe: SOURCE -366.8 6.160 PL 50.00 PF 0.4 BF2 -4.0 0.0 122.6 0.0 3.9 140 FTG TG PE 0.0 SOURCE -4.0 SRCE 122.9 (N/A) 0.004 TL 94.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 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 0.003 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.5 ft/sec at pipe PM6. (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 148.54 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 (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 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 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 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF • JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 f 0) CuN u O' 0 0 0 o Q O) OD co 0 0 0 Zi 0 l0 H1/40 >ib W ) H 0 H r-1 G +) d' W Ha) WM 0 W O) r4 a.r, I -1U) Q. O H a. v ao a5)H —0 N o rt,-, CD 3-1 N H0 • COiCO 44 ca co Cr c'J H aHF�ar6 O 0 0 o -� U) a 0 %/ %/ 0 0 -r-I U) a) H U) 04 M 0 H O U) ,+ 0 1-44 0 • -'-1 a+� O4 m O4 m • M a H H N U) +-) H U) a) m o a) O H _ V O H LIAm a) H ro 0 —� aa) Lr) C7 -P H 0 04 aro wH X o a) 0 c o y rn U 0 O a) O r rl b a) O 0 N M C] 0 O N O O _ l4 I I I I I I ") N r o O O O 0 0 O 0 O d' H o O 0 0 0 0 0 O 0 I l0 C' N 0 CO l0 d' N H H H H 0 r.0 0051 a, a w u) u) 0 rz w -- 04 m -H a) 4J 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/28/2015 H:\HASS\TI15133 PIZZA STUDIO SOUTH CTR.SDF - JOB TITLE: PIZZA STUDIO SOUTH CTR SQUARE 148 WATER SUPPLY CURVE 156+ I *0 I \ 143+ \\ I \ I \\ I \ 130+ \ I \\ IX \ I \\ 117+ \ I \\ I \ I \ P104+ \\ R I \ E I \\ S I \ S 91+ \\ U I \ R I \ E I \\ 78+ \ ( I \\ P I \ S I \\ I 65+ \ I \ I \\ I \ 52+ \\ I \ I \\ I \ 39+ \ I \\ I \ I \\ 26+ LEGEND II \ I \ I X = Required Water Supply 20.0 psi @ 7474 gpm-> * I 122.95 psi @ 616.8 gpm II Flow Test Point 13+ „ I 0 = Available Water Supply " I 148.71 psi @ 616.8 gpm " I " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 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 CARTER'S T.I. JOB NO. TI10001 AT SOUTH CENTER SQUARE BUILDING 'S' DATE 1107/10 ADDRESS 17250 SOUTHCENTER PARKWAY - STE 144 BY JOHN RETHERFORD TUKWILA, WA 98188 HAZARD DESCRIPTION: MERCANTILE - ORDINARY HAZARD 2 HAZARD CLASS PER NFPA 13: 2007 EDITION SPECIFIC RULING: REMOTE AREA SIZE IS DECREASED BY 40% FOR Q.R. SPRINKLERS & 10'-0"AFF CEILING RULING MADE BY: OF DENSITY: .20 GPM OVER 900 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM NODE = R2 OUTSIDE HOSE 250 GPM NODE = SOURCE IN -RACK SPRINKLER DEMAND --- GPM SYSTEM TYPE: GRID TOTAL NUMBER OF NEW SPRINKLERS THIS SYSTEM 32 "C" FACTOR OVERHEAD : 120 "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 168 SQ. FT. SPRINKLER MANUFACTURER:RELIABLE MODEL: F1FR TEMP:155° F K -FACTOR: 5.6 THREAD SIZE:1/2" SPRINKLER MANUFACTURER:VIKING MODEL: VK572 QREC/OH2 TEMP:155° F K -FACTOR: 14 THREAD SIZE:3/4" WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION: SAME AS SITE DATA PROVIDED BY: CITY OF TUKWILA BASE OF RISER DEMAND(NODE R2) 284.4 GPM REQUIRED AT 99.6 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) DEMAND AT CITY CONNECTION(NODE SRCE) 534.4 GPM REQUIRED AT 107.8 PSI (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) C3 z 0 5 m cc W 0 d(1) >W H Z CC W U Qa �m W Cr) 'U -I ccco O c U Q w Z a m O O 0 >- a_ a_ cc w 0 0 8 O z O .YSTEM AREA EVATill U) 6 H U w 0 a-0 O ma o aN C7 v, p g N J U z 31111 I 9) !, LI:I' N 6 F. - U w a= co • J C) ‹C ,-O E- E- 4C C4 ao N a Cr)et W J U z l-1 11 4 -H-- 1 T 11 1—i - Ii _LI�__. - t , — -t-- it -1{- 1-- - r 1,- ; --- .+.1_ _- -4- 1 __ I F - E 1_, -H y I Ir j' .f -i---- a ;. 1 A._ 1! rt. r U) T Q cn O N 44-4- ;.._— J CD Z 55 0 wcc u 111 -+ -4 -1 4 MINI Q.- Com L 1 C r a ISd NI 38f1SS3ad C n O 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 150.0 RESID. PRESS. (PSI) 20.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 7474.0 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 S2 S3 S4 S5 S6 S7 Bi B2 B3 B4 B5 B6 B7 PM1 PM2 PM3 PM4 PM5 PM6 PM7 SM1 SM2 SM3 SM4 SM5 SM6 SM7 FM1 R1 R2 R3 UG1 UG2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 23.0 23.0 23.0 23.0 23.0 23.0 23.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 19.0 2.0 0.5 -4.0 -4.0 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) REQ'D PRESS. (PSI) 149.0 534.4 107.8 534.4 GPM 250.0 GPM 0.0 GPM 284.4 GPM PRESSURE (PSI) 7.8 8.4 8.6 8.7 8.5 8.5 8.6 39.7 39.8 40.7 41.3 40.2 40.2 41.1 41.9 71.3 71.7 72.2 73.2 74.3 76.1 61.2 61.5 62.6 63.3 63.8 64.0 64.1 82.3 84.2 99.6 100.5 102.5 102.6 DISCHARGE (GPM) 39.0 40.5 41.0 41.2 40.8 40.7 41.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) UG3 -4.0 - - - - 107.6 - - - SOURCE -4.0 SOURCE 107.8 284.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI 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: S1 -39.0 1.049 PL 75.00 PF 37.6 S1 10.0 14.0 7.8 39.0 14.5 120 FTG 2ET PE -5.6 B1 23.0 0.0 39.7 0.0 0.448 TL 84.00 PV Pipe: S2 -40.5 1.049 PL 68.00 PF 37.0 S2 10.0 14.0 8.4 40.5 15.1 120 FTG 2ET PE -5.6 B2 23.0 0.0 39.8 0.0 0.481 TL 77.00 PV Pipe: S3 -41.0 1.049 PL 68.00 PF 37.7 S3 10.0 14.0 8.6 41.0 15.2 120 FTG 2ET PE -5.6 B3 23.0 0.0 40.7 0.0 0.490 TL 77.00 PV Pipe: S4 -41.2 1.049 PL 68.00 PF 38.2 S4 10.0 14.0 8.7 41.2 15.3 120 FTG 2ET PE -5.6 B4 23.0 0.0 41.3 0.0 0.496 TL 77.00 PV Pipe: S5 -40.8 1.049 PL 68.00 PF 37.4 S5 10.0 14.0 8.5 40.8 15.1 120 FTG 2ET PE -5.6 B5 23.0 0.0 40.2 0.0 0.486 TL 77.00 PV Pipe: S6 -40.7 1.049 PL 68.00 PF 37.4 S6 10.0 14.0 8.5 40.7 15.1 120 FTG 2ET PE -5.6 B6 23.0 0.0 40.2 0.0 0.485 TL 77.00 PV Pipe: S7 -41.1 1.049 PL 68.00 PF 38.1 S7 10.0 14.0 8.6 41.1 15.3 120 FTG 2ET PE -5.6 B7 23.0 0.0 41.1 0.0 0.494 TL 77.00 PV Pipe: BL11 26.5 1.710 PL 9.50 PF 0.4 PM1 19.0 0.0 41.9 0.0 3.7 120 FTG T PE -1.7 B1 23.0 0.0 39.7 0.0 0.020 TL 22.00 PV Pipe: BL12 -12.5 1.710 PL 10.00 PF 0.1 B1 23.0 0.0 39.7 0.0 1.7 120 FTG E PE 0.0 B2 23.0 0.0 39.8 0.0 0.005 TL 13.50 PV Pipe: BL13 -53.0 1.710 PL 12.00 PF 0.9 B2 23.0 0.0 39.8 0.0 7.4 120 FTG ---- PE 0.0 B3 23.0 0.0 40.7 0.0 0.073 TL 12.00 PV Pipe: BL14 -94.0 1.710 PL 73.00 PF 18.8 B3 23.0 0.0 40.7 0.0 13.1 120 FTG ET PE 1.7 SM1 19.0 0.0 61.2 0.0 0.211 TL 89.00 PV Pipe: BL21 97.7 1.710 PL 95.00 PF 28.3 PM2 19.0 0.0 71.3 0.0 13.7 120 FTG 5ET PE -1.7 B4 23.0 0.0 41.3 0.0 0.227 TL 125.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI 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: BL22 56.5 1.710 PL 12.50 PF 1.0 B4 23.0 0.0 41.3 0.0 7.9 120 FTG ---- PE 0.0 B5 23.0 0.0 40.2 0.0 0.082 TL 12.50 PV Pipe: BL23 15.7 1.710 PL 7.00 PF 0.1 B5 23.0 0.0 40.2 0.0 2.2 120 FTG ---- PE 1.7 PM1 19.0 0.0 41.9 0.0 0.008 TL 7.00 PV Pipe: BL24 -10.8 1.710 PL 4.50 PF 0.0 PM1 19.0 0.0 41.9 0.0 1.5 120 FTG ---- PE -1.7 B6 23.0 0.0 40.2 0.0 0.004 TL 4.50 PV Pipe: BL25 -51.5 1.710 PL 12.50 PF 0.9 B6 23.0 0.0 40.2 0.0 7.2 120 FTG ---- PE 0.0 B7 23.0 0.0 41.1 0.0 0.069 TL 12.50 PV Pipe: BL26 -92.7 1.710 PL 75.00 PF 18.7 B7 23.0 0.0 41.1 0.0 12.9 120 FTG ET PE 1.7 SM2 19.0 0.0 61.5 0.0 0.205 TL 91.00 PV Pipe: BL3 35.6 1.710 PL 205.00 PF 9.1 PM3 19.0 0.0 71.7 0.0 5.0 120 FTG 5E3T PE 0.0 SM3 19.0 0.0 62.6 0.0 0.035 TL 260.00 PV Pipe: BL4 35.2 1.710 PL 205.00 PF 8.9 PM4 19.0 0.0 72.2 0.0 4.9 120 FTG 5E3T PE 0.0 SM4 19.0 0.0 63.3 0.0 0.034 TL 260.00 PV Pipe: BL5 36.3 1.710 PL 205.00 PF 9.4 PM5 19.0 0.0 73.2 0.0 5.1 120 FTG 5E3T PE 0.0 SM5 19.0 0.0 63.8 0.0 0.036 TL 260.00 PV Pipe: BL6 38.1 1.710 PL 205.00 PF 10.3 PM6 19.0 0.0 74.3 0.0 5.3 120 FTG 5E3T PE 0.0 SM6 19.0 0.0 64.0 0.0 0.040 TL 260.00 PV Pipe: BL7 41.4 1.710 PL 205.00 PF 12.0 PM7 19.0 0.0 76.1 0.0 5.8 120 FTG 5E3T PE 0.0 SM7 19.0 0.0 64.1 0.0 0.046 TL 260.00 PV Pipe: SM1 -94.0 2.703 PL 13.50 PF 0.3 SM1 19.0 0.0 61.2 0.0 5.3 120 FTG ---- PE 0.0 SM2 19.0 0.0 61.5 0.0 0.023 TL 13.50 PV Pipe: SM2 -186.7 2.703 PL 13.50 PF 1.1 SM2 19.0 0.0 61.5 0.0 10.4 120 FTG ---- PE 0.0 SM3 19.0 0.0 62.6 0.0 0.081 TL 13.50 PV Pipe: SM3 -151.1 2.703 PL 13.50 PF 0.7 SM3 19.0 0.0 62.6 0.0 8.4 120 FTG ---- PE 0.0 SM4 19.0 0.0 63.3 0.0 0.055 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI 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: SM4 -115.9 2.703 PL 15.00 PF 0.5 SM4 19.0 0.0 63.3 0.0 6.5 120 FTG ---- PE 0.0 SM5 19.0 0.0 63.8 0.0 0.033 TL 15.00 PV Pipe: SM5 79.6 2.703 PL 11.50 PF 0.2 SM5 19.0 0.0 63.8 0.0 4.4 120 FTG ---- PE 0.0 SM6 19.0 0.0 64.0 0.0 0.017 TL 11.50 PV Pipe: SM6 -41.4 2.703 PL 13.50 PF 0.1 SM6 19.0 0.0 64.0 0.0 2.3 120 FTG ---- PE 0.0 SM7 19.0 0.0 64.1 0.0 0.005 TL 13.50 PV Pipe: PM2 -97.7 2.703 PL 13.50 PF 0.3 PM2 19.0 0.0 71.3 0.0 5.5 120 FTG ---- PE 0.0 PM3 19.0 0.0 71.7 0.0 0.024 TL 13.50 PV Pipe: PM3 -133.3 2.703 PL 13.50 PF 0.6 PM3 19.0 0.0 71.7 0.0 7.5 120 FTG ---- PE 0.0 PM4 19.0 0.0 72.2 0.0 0.043 TL 13.50 PV Pipe: PM4 -168.5 2.703 PL 15.00 PF 1.0 PM4 19.0 0.0 72.2 0.0 9.4 120 FTG ---- PE 0.0 PM5 19.0 0.0 73.2 0.0 0.067 TL 15.00 PV Pipe: PM5 -204.8 2.703 PL 11.50 PF 1.1 PM5 19.0 0.0 73.2 0.0 11.5 120 FTG ---- PE 0.0 PM6 19.0 0.0 74.3 0.0 0.096 TL 11.50 PV Pipe: PM6 -243.0 2.703 PL 13.50 PF 1.8 PM6 19.0 0.0 74.3 0.0 13.6 120 FTG ---- PE 0.0 PM7 19.0 0.0 76.1 0.0 0.131 TL 13.50 PV Pipe: FM1 -284.4 2.703 PL 28.25 PF 6.1 PM7 19.0 0.0 76.1 0.0 15.9 120 FTG E PE 0.0 FM1 19.0 0.0 82.3 0.0 0.176 TL 34.95 PV Pipe: FM2 -284.4 2.703 PL 4.50 PF 2.0 FM1 19.0 0.0 82.3 0.0 15.9 120 FTG E PE 0.0 R1 19.0 0.0 84.2 0.0 0.176 TL 11.20 PV Pipe: R1 -284.4 2.703 PL 18.00 PF 8.0 R1 19.0 0.0 84.2 0.0 15.9 120 FTG TB PE 7.4 R2 2.0 0.0 99.6 0.0 0.176 TL 45.40 PV Pipe: R2 -284.4 4.298 PL 5.00 PF 0.3 R2 2.0 0.0 99.6 0.0 6.3 120 FTG E PE 0.6 R3 0.5 0.0 100.5 0.0 0.018 TL 14.30 PV Pipe: UG1 -284.4 6.160 PL 7.00 PF 0.0 R3 0.5 0.0 100.5 0.0 3.1 140 FTG E PE 1.9 UG1 -4.0 0.0 102.5 0.0 0.002 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI 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: UG2 -284.4 6.160 PL 40.00 PF 0.2 UG1 -4.0 0.0 102.5 0.0 3.1 140 FTG 2E PE 0.0 UG2 -4.0 0.0 102.6 0.0 0.002 TL 64.00 PV Pipe: UG3 FIXED PRESSURE LOSS DEVICE UG3 -4.0 0.0 107.6 0.0 5.0 psi, 284.4 gpm UG2 -4.0 0.0 102.6 0.0 Pipe: UG4 -284.4 6.160 PL 20.00 PF 0.2 UG3 -4.0 0.0 107.6 0.0 3.1 140 FTG TG :PE 0.0 SOURCE -4.0 SRCE 107.8 (N/A) 0.002 TL 64.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.0 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (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 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 15.9 ft/sec at pipe FM1. (4) 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 ChkV1v 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 ChkV1v BfyVly GatV1v AlmChk DPV1v fleX 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 4.298 9.30 31.90 4.70 24.70 7.80 3.00 28.90 28.90 0.00 DATE: 1/7/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI 150.00 psi Resid: tri tri �+ w. 100 1a• W 0 w 34 • >, c, m m m q ca in mtn aro R. @ $ ® CO f W •�a•- `� • abauaa)i A a) )-4 ro H ►+ m m -1 0 •.•i N 0 >. •.i • p. • vl v) > a. W o 4 fx rL CQ /// /// -1 N H O 0 N O O O O O O O O O O O O al w di N 0 CO l0 H r•I H H CD4 CDW aaWcncnpxria --acn•,-1-- O O N 0 _0 N r O o in 0 O 0 0 O 0 0 N M O 0 dr N 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/7/2010 H:\HASS\TI10XXX CARTERS TI.SDF JOB TITLE: Carters TI WATER SUPPLY CURVE 156+ 1 0\ 1 \ 143+ \\ \ \\ \ 130+ \ 1 \\ \ 1 \\ 117+ \ 1 \\ \ X \ P104+ \\ R 1 \ E 1 \\ S 1 \ S 91+ \\ U 1 \ R 1 \ E 1 \\ 78+ \ ( P S I 65+ ) 1 1 52+ 1 1 1 39+ 1 1 26+ LEGEND X = Required Water Supply 107.79 psi @ 534.4 gpm 13+ 0 1 = Available Water Supply 149.01 psi @ 534.4 gpm U II II II II II II I! \\ \ \\ \ \ \\ \ \\ \ \\ \ \ \\ \ \\ \ \ 20.0 psi @ 7474 gpm-> * Flow Test Point 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) 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 SOUTHCENTER SQUARE JOB NO.TI 10176 STE 148 LANDLORD WORK DATE 11/17/10 ADDRESS 17250 SOUTHCENTER PARKWAY BY TED Q. TUKWILA, WA SYSTEM DESIGNATION: SYSTEM 1 - MERCHANTILE HAZARD DESCRIPTION: OH2 HAZARD CLASS PER NFPA .2 : 1500 SPECIFIC RULING: REDUCTION FOR Q/R SPRINKLERS 15'-5.5" MAX CEILING HEIGHT RULING MADE BY: OF DENSITY: .2 GPM OVER THE MOST HYDRAULICALLY REMOTE 1024 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE 0 GPM OUTSIDE HOSE 250 GPM SRC NODE IN -RACK SPRINKLER DEMAND 0 GPM SYSTEM TYPE: "C" FACTOR OVERHEAD : 120 TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 15 NEW "C" FACTOR UNDERGROUND : 140 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 14x14 SQUARE FEET SPRINKLER MANUFACTURER: RELIABLE MODEL: J112 TEMPERATURE: 155 ° F K -FACTOR: 11.2 ORIFICE SIZE: 3/4" WATER SUPPLY: STATIC 150 PSI RESIDUAL 20 PSI FLOW 7474 GPM ELEVATION OF TEST: SAME AS SITE DATE OF TEST: DATA PROVIDED BY: CITY OF TUKWILA LOCATION OF TEST: SOUTHCENTER BLVD AND MINKLER BASE OF RISER DEMAND 367.00 GPM REQUIRED AT 93 PSI (INCLUDING 0 GPM FOR HOSE STREAMS) SUMMARY 617.00 GPM REQUIRED AT 99.5 PSI AT CONNECTION TO SRC NODE (INCLUDING 250 GPM FOR TOTAL HOSE STREAMS) PRESSURE IN PSI ¢maaaga¢xaa¢-axa �_.�......... �_--mmaaac ¢xa�r•�cx: �- cx�a Bil IBEELVe_se.. E5tt_Iv"H¢■x3E== __•=-'=-'1 11� =1 $ + nl!N 1 =+ IMF _ . 111 . .l=ill!i ;. w1n= 1 11!fl- fill -1 I.= wa:. = ii■III�!!► inti■UI"UY■•N RwC11 Q li ��u= 111 11 it f I l /.N1111111111 � � -. ■■■11■■11�� 1■■■.■1 1U11 111 ' _t _ ' ' ' imiiimi1 i nin nil 1 11111; Y_I 1 j } f I I .. y.. -i -_ ! II!iIIIIO I I 1111 MEMi +FAII ........._.r..._;.__ ALM II mC: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) SRC 150.0 20.0 7474.0 AVAIL. PRESS. (PSI) 148.7 TOTAL @ DEMAND (GPM) REQ'D PRESS. (PSI) 617.0 99.5 Required pressure is 49.2 psi (33%) 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 NODE 1 2 5 10 20 21 24 25 26 27 28 29 34 35 36 37 38 39 40 64 65 66 67 68 69 70 T1 T2 T3 T4 T5 T6 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) -4.0 -4.0 0.5 2.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 617.0 GPM 250.0 GPM 0.0 GPM 367.0 GPM PRESSURE DISCHARGE (PSI) (GPM) 99.2 96.2 93.8 93.0 70.0 66.8 56.0 52.9 50.7 49.2 48.6 48.3 52.7 49.9 47.9 45.1 45.0 43.9 26.9 31.2 31.1 30.6 29.6 29.1 28.8 28.7 25.1 25.2 25.6 25.6 28.3 28.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) T7 22.0 24.7 T8 22.0 24.7 H1 10.0 K=11.20 12.1 39.0 H2 10.0 K=11.20 13.4 40.9 H3 10.0 K=11.20 12.3 39.3 H4 10.0 K=11.20 13.6 41.2 H5 10.0 K=11.20 13.5 41.1 H6 10.0 K=11.20 14.8 43.0 H7 10.0 K=11.20 29.9 61.2 H8 10.0 K=11.20 29.9 61.2 SRC -4.0 SOURCE 99.5 367.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work 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: 1 367.0 6.155 PL 25.00 PF 0.3 SRC -4.0 SRCE 99.5 (N/A) 4.0 140 FTG TG PE 0.0 1 -4.0 0.0 99.2 0.0 0.004 TL 72.15 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 1 -4.0 0.0 99.2 0.0 3.0 psi, 367.0 gpm 2 -4.0 0.0 96.2 0.0 Pipe: 3 367.0 6.155 PL 115.00 PF 0.5 2 -4.0 0.0 96.2 0.0 4.0 140 FTG E PE -1.9 5 0.5 0.0 93.8 0.0 0.004 TL 135.00 PV Pipe: 4 367.0 6.359 PL 2.50 PF 0.1 5 0.5 0.0 93.8 0.0 3.7 120 FTG E PE -0.6 10 2.0 0.0 93.0 0.0 0.004 TL 20.13 PV Pipe: 5 367.0 2.635 PL 18.00 PF 15.2 10 2.0 0.0 93.0 0.0 21.6 120 FTG ETB PE -7.8 20 20.0 0.0 70.0 0.0 0.319 TL 47.70 PV Pipe: 6 367.0 2.635 PL 4.50 PF 3.2 20 20.0 0.0 70.0 0.0 21.6 120 FTG E PE 0.0 21 20.0 0.0 66.8 0.0 0.319 TL 9.96 PV Pipe: 7 367.0 2.635 PL 28.50 PF 10.8 21 20.0 0.0 66.8 0.0 21.6 120 FTG E PE 0.0 24 20.0 0.0 56.0 0.0 0.319 TL 33.96 PV Pipe: 8 308.7 2.635 PL 13.50 PF 3.1 24 20.0 0.0 56.0 0.0 18.2 120 FTG ---- PE 0.0 25 20.0 0.0 52.9 0.0 0.232 TL 13.50 PV Pipe: 9 254.5 2.635 PL 13.50 PF 2.2 25 20.0 0.0 52.9 0.0 15.0 120 FTG ---- PE 0.0 26 20.0 0.0 50.7 0.0 0.162 TL 13.50 PV Pipe: 10 202.7 2.635 PL 13.50 PF 1.4 26 20.0 0.0 50.7 0.0 11.9 120 FTG ---- PE 0.0 27 20.0 0.0 49.2 0.0 0.106 TL 13.50 PV Pipe: 11 133.9 2.635 PL 13.50 PF 0.7 27 20.0 0.0 49.2 0.0 7.9 120 FTG ---- PE 0.0 28 20.0 0.0 48.6 0.0 0.049 TL 13.50 PV Pipe: 12 72.2 2.635 PL 13.50 PF 0.2 28 20.0 0.0 48.6 0.0 4.2 120 FTG ---- PE 0.0 29 20.0 0.0 48.3 0.0 0.016 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work 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 58.3 2.635 PL 13.50 PF 0.1 64 22.0 0.0 31.2 0.0 3.4 120 FTG ---- PE 0.0 65 22.0 0.0 31.1 0.0 0.011 TL 13.50 PV Pipe: 14 112.5 2.635 PL 13.50 PF 0.5 65 22.0 0.0 31.1 0.0 6.6 120 FTG ---- PE 0.0 66 22.0 0.0 30.6 0.0 0.036 TL 13.50 PV Pipe: 15 164.3 2.635 PL 13.50 PF 1.0 66 22.0 0.0 30.6 0.0 9.7 120 FTG ---- PE 0.0 67 22.0 0.0 29.6 0.0 0.072 TL 13.50 PV Pipe: 16 110.6 2.635 PL 13.50 PF 0.5 67 22.0 0.0 29.6 0.0 6.5 120 FTG ---- PE 0.0 68 22.0 0.0 29.1 0.0 0.035 TL 13.50 PV Pipe: 17 88.3 2.635 PL 13.50 PF 0.3 68 22.0 0.0 29.1 0.0 5.2 120 FTG ---- PE 0.0 69 22.0 0.0 28.8 0.0 0.023 TL 13.50 PV Pipe: 18 45.3 2.635 PL 13.50 PF 0.1 69 22.0 0.0 28.8 0.0 2.7 120 FTG ---- PE 0.0 70 22.0 0.0 28.7 0.0 0.007 TL 13.50 PV Pipe: 19 58.3 1.682 PL 2.00 PF 2.4 24 20.0 0.0 56.0 0.0 8.4 120 FTG 2T PE -0.9 34 22.0 0.0 52.7 0.0 0.094 TL 25.54 PV Pipe: 20 54.2 1.682 PL 2.00 PF 2.1 25 20.0 0.0 52.9 0.0 7.8 120 FTG 2T PE -0.9 35 22.0 0.0 49.9 0.0 0.083 TL 25.54 PV Pipe: 21 51.8 1.682 PL 2.00 PF 1.9 26 20.0 0.0 50.7 0.0 7.5 120 FTG 2T PE -0.9 36 22.0 0.0 47.9 0.0 0.076 TL 25.54 PV Pipe: 22 68.8 1.682 PL 2.00 PF 3.3 27 20.0 0.0 49.2 0.0 9.9 120 FTG 2T PE -0.9 37 22.0 0.0 45.1 0.0 0.128 TL 25.54 PV Pipe: 23 61.8 1.682 PL 2.00 PF 2.7 28 20.0 0.0 48.6 0.0 8.9 120 FTG 2T PE -0.9 38 22.0 0.0 45.0 0.0 0.105 TL 25.54 PV Pipe: 24 72.2 1.682 PL 2.00 PF 3.6 29 20.0. 0.0 48.3 0.0 10.4 120 FTG 2T PE -0.9 39 22.0 0.0 43.9 0.0 0.140 TL 25.54 PV Pipe: 25 58.3 1.682 PL 203.00 PF 21.5 34 22.0 0.0 52.7 0.0 8.4 120 FTG 4ET PE 0.0 64 22.0 0.0 31.2 0.0 0.094 TL 227.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work 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 54.2 1.682 PL 203.00 PF 18.8 35 22.0 0.0 49.9 0.0 7.8 120 FTG 4ET PE 0.0 65 22.0 0.0 31.1 0.0 0.083 TL 227.66 PV Pipe: 27 51.8 1.682 PL 203.00 PF 17.3 36 22.0 0.0 47.9 0.0 7.5 120 FTG 4ET PE 0.0 66 22.0 0.0 30.6 0.0 0.076 TL 227.66 PV Pipe: 28 68.8 1.682 PL 146.00 PF 20.4 37 22.0 0.0 45.1 0.0 9.9 120 FTG 4E PE 5.2 H7 10.0 11.2 29.9 61.2 0.128 TL 158.89 PV Pipe: 29 7.5 1.682 PL 10.00 PF 0.0 H7 10.0 11.2 29.9 61.2 1.1 120 FTG ---- PE 0.0 H8 10.0 11.2 29.9 61.2 0.002 TL 10.00 PV Pipe: 29A -53.7 1.682 PL 49.00 PF 4.9 H8 10.0 11.2 29.9 61.2 7.8 120 FTG T PE -5.2 67 22.0 0.0 29.6 0.0 0.081 TL 60.77 PV Pipe: 30 61.8 1.682 PL 146.00 PF 16.7 38 22.0 0.0 45.0 0.0 8.9 120 FTG 4E PE 0.0 T5 22.0 0.0 28.3 0.0 0.105 TL 158.89 PV Pipe: 31 20.7 1.682 PL 10.00 PF 0.1 T5 22.0 0.0 28.3 0.0 3.0 120 FTG ---- PE 0.0 T6 22.0 0.0 28.2 0.0 0.014 TL 10.00 PV Pipe: 32 -22.3 1.682 PL 49.00 PF 1.0 T6 22.0 0.0 28.2 0.0 3.2 120 FTG T PE 0.0 68 22.0 0.0 29.1 0.0 0.016 TL 60.77 PV Pipe: 33 72.2 1.682 PL 109.33 PF 17.0 39 22.0 0.0 43.9 0.0 10.4 120 FTG T PE 0.0 40 22.0 0.0 26.9 0.0 0.140 TL 121.10 PV Pipe: 34 37.5 1.682 PL 32.17 PF 1.3 40 22.0 0.0 26.9 0.0 5.4 120 FTG ---- PE 0.0 T3 22.0 0.0 25.6 0.0 0.042 TL 32.17 PV Pipe: 35 -1.8 1.682 PL 10.00 PF 0.0 T3 22.0 0.0 25.6 0.0 0.3 120 FTG ---- PE 0.0 T4 22.0 0.0 25.6 0.0 0.000 TL 10.00 PV Pipe: 36 -43.0 1.682 PL 49.00 PF 3.3 T4 22.0 0.0 25.6 0.0 6.2 120 FTG T PE 0.0 69 22.0 0.0 28.8 0.0 0.054 TL 60.77 PV Pipe: 37 34.7 1.682 PL 45.67 PF 1.8 40 22.0 0.0 26.9 0.0 5.0 120 FTG E PE 0.0 Ti 22.0 0.0 25.1 0.0 0.036 TL 48.89 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work 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: 38 -4.3 1.682 PL 10.00 PF 0.0 Ti 22.0 0.0 25.1 0.0 0.6 120 FTG ---- PE 0.0 T2 22.0 0.0 25.2 0.0 0.001 TL 10.00 PV Pipe: 39 -45.3 1.682 PL 49.00 PF 3.6 T2 22.0 0.0 25.2 0.0 6.5 120 FTG T PE 0.0 70 22.0 0.0 28.7 0.0 0.059 TL 60.77 PV Pipe: 40 39.0 1.049 PL 33.70 PF 18.2 Ti 22.0 0.0 25.1 0.0 14.5 120 FTG ET PE 5.2 H1 10.0 11.2 12.1 39.0 0.448 TL 40.70 PV Pipe: 41 40.9 1.049 PL 27.70 PF 17.0 T2 22.0 0.0 25.2 0.0 15.2 120 FTG ET PE 5.2 H2 10.0 11.2 13.4 40.9 0.490 TL 34.70 PV Pipe: 42 39.3 1.049 PL 33.70 PF 18.5 T3 22.0 0,.0 25.6 0.0 14.6 120 FTG ET PE 5.2 H3 10.0 11.2 12.3 39.3 0.454 TL 40.70 PV Pipe: 43 41.2 1.049 PL 27.70 PF 17.2 T4 22.0 0.0 25.6 0.0 15.3 120 FTG ET PE 5.2 H4 10.0 11.2 13.6 41.2 0.496 TL 34.70 PV Pipe: 44 41.1 1.049 PL 33.70 PF 20.1 T5 22.0 0.0 28.3 0.0 15.3 120 FTG ET PE 5.2 H5 10.0 11.2 13.5 41.1 0.493 TL 40.70 PV Pipe: 45 43.0 1.049 PL 27.70 PF 18.6 T6 22.0 0.0 28.2 0.0 16.0 120 FTG ET PE 5.2 H6 10.0 11.2 14.8 43.0 0.537 TL 34.70 PV Pipe: 46 0.0 1.049 PL 33.70 PF 0.0 T7 22.0 0.0 24.7 0.0 0.0 120 FTG ET PE 5.2 H7 10.0 11.2 29.9 61.2 0.000 TL 40.70 PV Pipe: 47 0.0 1.049 PL 27.70 PF 0.0 T8 22.0 0.0 24.7 0.0 0.0 120 FTG ET PE 5.2 H8 10.0 11.2 29.9 61.2 0.000 TL 34.70 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 27081573 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work (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 0.097 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.6 ft/sec at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Name: SMITH.PIP PAGE: * Diameter (in) 6.155 6.359 PAGE: A Diameter (in) 1.049 PAGE: T Diameter (in) 1.682 2.635 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkViv BfyVly 15.04 32.23 9.67 34.38 10.74 17.63 37.78 11.33 40,30 12.59 in Feet G A GatVly AlmChk D N DPV1v NPTee 3.22 30.08 30.08 32.23 3.78 35.26 35.26 37.78 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T F C B G A D Ell Tee 45 ChkV1.v BfyVly GatV1v AlmChk DPV1v 2.00 5.00 1.00 5.00 6.00 1.00 0.00 0.00 MATERIAL: THNWL HWC: 100 Equivalent Fitting Lengths in Feet E T F C B G A Ell Tee 45 ChkVly BfyVly GatVly AlmChk 2.30 8.40 1.10 7.80 4.30 1.00 2.60 3.90 13.70 2.10 14.30 3.60 1.00 7.80 X fleX 24.00 D X DPV1v fleX 4.40 0.00 10.70 0.00 DATE: 11/17/2010 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work WATER SUPPLY ANALYSIS 150.00 psi Resid: 5 w a) 0. 5 > > cr,aN sa CP 0 0 W O U N • (1) m• •-+ ire 0 N� Nr aro CD U) VD 0.5 N ov W W W°+a,'0rn 0 aa) A C4 N •-4 ,4 0 >, aro a • 0' • • 0rn • �C xrnr.�ao r-4 (N 0 0 O 0 0 O 0 0 O O O O O O 0 0 W (' N 0 CO l0 V' N 1-1 t7rt+pC7 W ate,rzWrnto rz W — -am -r -I -- O O O N N 0 O x in O 0 O O 0 v' 0 0 N M 0 O _ V' N 0 O O W SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/17/2010 H:\HASS\TI10176.SDF JOB TITLE: South Center Square Ste 148 Landlord Work WATER SUPPLY CURVE 156+ I *0 I \ 143+ \\ I \ I \\ I \ 130+ I I I 117+ I I I P104+ R IX E I S I S 91+ U I R I E I \ \\ \ \\ \ \\ \ \ \\ \ \\ \ \\ \ \ \\ 78+ \ ( I \\ P I \ S I \\ I 65+ \ I \ I \\ I \ 52+ \\ I \ I \\ I \ 39+ \ I \\ I \ I \\ 26+ LEGEND \ I \ I X = Required Water Supply °' 20.0 psi @ 7474 gpm-> * I 99.51 psi @ 617.0 gpm °' Flow Test Point 13+ III I 0 = Available Water Supply " I 148.71 psi @ 617.0 gpm " I 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Bulletin 172 Rev. D Model JL112 &J112- (PendentRe II Ilabl ®ECLHECOH Ext - Extended Coverage Light Hazard - ended Coverage OrdinaryHarza ti ECOH - Extended Coverage Ordinary Hazard-Quids Response o Model JL112 & J112 ECLH/ECOH Pendent & Recessed Pendent (SIN R7216 - Link and RA7216 - Bulb) • Quick Response for Light Hazard (16' x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1m x 6.1m) spacing) • Quick Response for Ordinary Hazard (12' x 12' (3.7m x 3.7m) and 14' x 14' (4.3m x 4.3m) spacing) • Standard Response for Ordinary Hazard (16' x 16' (4.9m x 4.9m), 18' x 18' (5.5m x 5.5m) and 20' x 20' (6.1 m x 6.1 m) spacing) Features 1. Extended Coverage Ordinary Hazard and Light Hazard protection to 400 ft2 (37.2 m2) per sprinkler. 2. Nominal K = 11.2 (160). 3. Available in Pendent or Recessed Pendent styles. 4. Recessed pendent version provides 3/" (19mm) adjust- ment to flush pendent position (see adjustment table). 5. Available in brass, chrome and polyester coated finishes. 6. For applications as per NFPA 13. Approvals Organizations 1. Underwriters Laboratories, Inc. (UL) 2. Underwriters Laboratories of Canada (cULus) UL Listing Category Sprinklers, Automatic and Open Extended Coverage Sprin- klers -Ordinary Hazard Occupancy UL Guide Number - VNIV. The Reliable Model JL112 and J112 sprinkler are Extended Coverage Sprinklers for use in both Light and Ordinary Hazard 1 and 2 occupancies with a coverage area of up to 400 square feet (37.2m2) per sprinkler. For ordinary hazard applications it is a Standard Response Sprinkler. For all light hazard applications it is a Quick Response sprin- kler. For ordinary hazard applications, it is a Standard Re- sponse sprinkler when the spacing is 16' x 16' (4.9m x 4.9m) and larger. When the spacing is 12' x 12' (3.7m x 3.7m) or 14' x 14' (4.3m x 4.3m), the sprinkler is Quick Response for ordinary hazard applications. The use of ECLH/ECOH sprinklers can provide lower instal- lation costs by requiring fewer sprinklers, less piping and re- duced labor. ECLH/ECOH sprinklers are to be installed according to the design criteria shown in this bulletin, NFPA 13, and all other lo- cal codes and ordinances. Flows and pressures as shown on pages 2 and 3 of this bulletin, must be used for the appropriate spacing and for the designated hazard classifications. SIN RA7216 is Corrosion Resistant with White Polyester Coating. Model JL112 Pendent (R7216) - Link Model J112 Pendent (RA7216) - Bulb This ECLH/ECOH sprinkler is available in various finishes, which includes a white polyester corrosion resistant finish. ECLH/ECOH sprinklers are available in a pendent or an attractive recessed pendent type which provides up to 3A" (19mm) of escutcheon adjustment. Design Criteria Reliable Model JL112 & J112 ECLH/ECOH sprinklers shall only be used in systems designed and installed in accordance with NFPA 13 and all other local codes and ordinances. The following design criteria also apply: • Minimum sprinkler spacing is 8 ft (2.44m). • Sprinklers have a minimum flow requirement for each spacing as shown in the Flow Requirements Table on the reverse side. • Sprinklers are only to be used in systems hydraulically designed per NFPA 13. • Deflector to commodity clearance shall be a minimum of 18 inches (457mm). • ECOH sprinklers shall be installed in unobstructed constructions as defined in NFPA 13. For open web truss construction web thickness is not to exceed 1 inch (25.4mm). • ECOH sprinklers which are installed above the bottom of a horizontal obstruction, shall have their deflectors located as shown in the Obstruction Table on page 3. • Sprinklers can be installed under a sloping ceiling not exceeding 2 inches (50.8mm) of rise in 12 inches (304.5mm). • Maximum working pressure is 175 psi (12.1 bar) at the sprinkler. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 - Global Project Values. Fa h t Project Name: PANERA BREAD Standby Hours: 24 r e n YProject ID:[ .07116 Alarm Mins: 5 Prepared By: ROBERT Derating Factor: 1.2 IFP -100 Calculations Date: 7/9/2007 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 Current Draw Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts @ �aDo ro p & Type 1000 Ft. One -Way Ohms EOL IFP -100 IFP -100 Fire Panel ! 1 0.170 0.325 c SLC -DEV Photo,mon,Heat,pull 151 0.020 0.152 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 f 0.000 0.000 IDP Monitor -2, y 0.000 0.000 IDP Monitor -10 0.000 0.000 IDP Relay -6, 0.000 0.000 IDP Control -6 I 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 1 0.000 0.000 SSB224BI Isolator Base T 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 1 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 0.776 #14 Solid 2.52 450 2.27 18.64 8.63% 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 A2pl 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 Amps) Standby Time In MOWS 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 6.840 0.141 Total Alarm AH Required Total Combined AH Required 6.98 Command Shortcuts Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 8.38 ( Configure Circuits 1 ( Print Page 1 ®SILENT KNIthEE Circuit Configuration Project Information Project Name: PANERA BREAD Prepared By: ROBERT Project ID: FA7116 Date: 7/9/2007 Ckt. Number: PGM -1/0 #1 Ckt. Name: Notification Appi Circuit Panel ID: IFP -100 IDP Devices I/O Use: Notification Appl Circuit v. 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 0.000 spare 0.000 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.158 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 110 Use: Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 SCR 30 0.000 0.094 0.000 0.188 3 SR 15 0.000 0.066 0.000 0.198 2 PC2R 30 0.000 0.107 0.000 0.214 1 PC2R 75 0.000 0.176 0.000 0.176 0.000 SCR 75 0.158 0.000 0.000 Totals 0.000 0.776 Ckt. Number: PGM -I/O #3 Panel ID: Ckt. Name: Notification Appi Circuit I/O Use: 1, IFP -100 IDP Devices Notification Appi 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 7 laSILENT KNIchrr Circuit Configuration Project Information Project Name: PANERA BREAD Prepared By: ROBERT Project ID: FA7116 Date: 7/9/2007 Ckt. Number: PGM -I/O #4 Panel ID: Ckt. Name: Notification Appi Circuit I/O Use: IFP -100 IDP Devices Notification Appl Circuit Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare spare 0.000 0.000 0.000 0.000 spare spare 0.000 0.000 0.000 0.000 spare spare 0.000 0.000 0.000 0.000 spare spare 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: PGM -1/O #5 Panel ID: IFP -100 IDP Devices Ckt. Name: Notification Appl Circuit I/O Use: Notification Appl Circuit . Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm spare 0.000 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 spare 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: PGM -UO #6 Panel ID: Ckt. Name: Notification Appi Circuit I/O Use: 1 IFP -100 IDP Devices Notification Appi 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 � (EXISTING) SLC MICRO AMP DRAW IDP -PULL SATIONS - .0003 PER DEVICE X 25 .0075 IDP -MONITOR MOD. - .0004 PER DEVICE X 25 .01 IDP -PHOTO SMOKE - .0003 PER DEVICE X1 .0003 TOTAL: .0075 .01 + .0003 .0178 ROUNDED UP TO: .02 c c c C (EMS TING) SLC MICRO AMP DRAW ALARM CURRENT IDP -PULL SATIONS - .0003 PER DEVICE X 25 .0075 IDP -MONITOR MOD. - .0055 PER DEVICE X 25 .1375 IDP -PHOTO SMOKE - .0065 PER DEVICE X1 .0065 TOTAL: .0075 .1375 + .0065 .1515 ROUNDED UP TO: .152 Columbia Fire SPRINKLER SYSTEM SERVICE E. REPAIR Al Metzler Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA 98188 111 South Findlay Street Seattle, WA 98108 071105 206.232.8569 206.340.6100 www.CoIurnbiaFire.nef UC. #COUJMFI952MG LOCAL 699 Controdor Thursday, March 30, 2017 REFERENCE: Shut -Down Number Request PROJECT: SMCU Southcenter (Tukwila) -1701226, 17250 Southcenter Parkway, Suite 132, Tukwila, WA 98188 AI, Columbia Fire has been contracted to modify the existing sprinkler system for the remodel of a TI space at the above address. The new TI will be built in the coming weeks/months that will be accompanied with the proper building and fire sprinkler submittals for your approval. In the meantime, they have requested that Columbia raise some 2" line piping for several hard ceilings that are being raised. Appropriate sprinkler protection will be maintained from the existing overhead system. We would like to perform this demo work on as soon as possible. Thanks, Columbia: Peter Stokesberry Project Manager ' 1. KWILA FIRE DEPARTMENT give_ ' '"6-575-4407 ytl and gi etii... !-'Li'..: P}tlj$tat No. 1�- -ori i sib a _ or shut- down b proval. 11/02/2010 12:39 FAX 4252516960 11021 Cramer RD. KPN Gig Harbor, WA 98329 (Phone) 253-857-2056 (Fax) 253-857.2312 iNkfit rat EMERALD FIRE tI001/001 EMERALD FIRE To: Tukwila Fire Department From: Billy Brown A'TTN: Fire Prevention November 2, 2010 FAX: 206-575-4439 per: 1 Re: Sprinkler System Shutdown CC: Emerald Fire has been contracted to adjust one (1) sprinkler head at the Lane Bryant store located at 17250 South Center Parkway, Tukwila, WA 98188. The sprinkler head at the entry way is to high and is not centered in the hole of the gyp board ceiling. We may be able to just adjust the hanger and secure the drop to accomplish our scope of work, or we may have to shut down the sprinkler system and re cut the drop. Please provide a shut down number if required. Billy Brown Emerald Fire (P) 425-251-6957 (Cell) 253-606-1214 1411KW4LA FIRE IDEPARTb1EOpat Please call: 575.440 and give this job No. /- - 01 `l 0 ind exact address for shun wn or restoration aporoim r A-Agg ----nQo 12.NVd H71IAS I 9 0 •0 N G • 074 C - No A. • GIZ MX zN A 4 V N w Ys a C4 V w•2 N W a N co O N a n 9 r r F H U O m a cocis O e STING 1.5' BRANCHUNE \- I EXISTING 1.5' BRANCHUNE EXISTING 1.5" BRANCHUNE EXISTING 1.5" BRANCHUNE - - - - - - - - - - - - +- - - EXISTING 1.5" B EXISTING 1.5° BR EXISTING 1.5" BR OVEN & HOOD HANGER LEGEND RUNE�� I OVERHEAD 0 4 8 SCALE 1/4"= 1'-0" SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND r 22 GA. METAL DECK J 5 5 I (4) #10 SHEET 7 METAL SCREW AFCON FIG. 610 3/8' CEIUNG PLATE - 3/8" ATR ------- HANGER RING HANGER DETAIL'CF' SEAUNG OF PIPE PENETRATIONS (BY OTHERS) DRY PENDENT DETAIL NEW STRAP TEE -- EXISTING HRANCHLINE_ 1(0-3), U.N.O. 1" ELBOW 1" ELBOW - 1(4-0) UNO 36" STANDARD FLEX DROP REVISIONS DETAIL '50' CF CEILING FLANGE SEE DETAIL THIS SHEET SYM MANUFACTURER S.I.N. TYPE MODEL 011.1111. • RELIABLE R3615 SSP FIFR CHROME CHR 1/2" 1/2" 155° 46 co - RELIABLE R3615 SSP FIFR CHROME CHR 1/2' 1/2" 200° >♦c RELIABLE R5714 DRY SSP F3QR CHROME CHR 1/2' 1' 286° A=18 TOTAL THIS SHEET 50 AFP BOB BCC BOJ BOP BOT CTS FO IFOW WOW MRS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DELT( BOTTOM OF JOST BOTTOM OF MIN BOTTOM OF TRUSS CUT TO SUIT FELD OMER INSIDE FACE OF WALL OUTSCE FACE OF WALL NO AUTO. SPRINKLERS UM.ESS NOTED OTIERWSE 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 /7!' ,, / / CONTRACT WITH 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 w'T� uvs xNan°Y I a 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 WEL)ING) 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) 3.458 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 END (FOR BUTT WELDING) 6.528 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 BUTT WELDING) 17.300 1.144 6 " 0.134 6357 ROLL GROOVED. PLAIN END (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 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. -14 SPRINKLERS NEW DESIGN DENSITY: .15 GPM OVER 900 SQ. FT. - 11 SPRINKLERS (AREA REDUCTION TO 900 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. (38 TOTAL) IUKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No.0`7 -S'- / H end exact address for sttuti flown or restoration aoorovaV' WESTERN CONSTRUCTION SERVICES 4612 NE MINNEHAHA ST. VANCOUVER, WA 98661 PROJECT MANAGER: RYAN EDWARDS PHONE : 360-699-5317 FAX : 360-694-7818 SUPERINTENDENT: PHONE: FAX: 0 CJ F-- 0 0 a CC 0 0 LC? ®IL z F- a ACCE P1 ED Without Commenta 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 *ubje'ct to errors and i omissions which do not authorize violations of adopted 1 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 thio 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: ID JUL 2 7 2007 Tukwila Fire 25790 , `z/o PAN ERA BREAD CERTIFICATE OF COMPETENCY STAMP SMITH FIRE SYSTEMS, INC. 1106 5415 AVE EAST TACOMA, WA 95424 CONTR. REG. NO. SMTTHFS1360T Bus: ( 253) 926-1880 FAX: ( 253) 926-2350 PANERA BREAD BAKERY 4O13 SOUTHCENTER PARKWAY • - TUKWILA, WASHINGTON DESIGNER JUSTIN I. DATE 7/19/07 SHEET 1 OF 1 JOB NO. T17136 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 UST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC 1 FIRE ALARM CONTROL PANEL E IFP -100 FARENHYT WALL TOP @ 66" WU -- - ANNUNCIATOR - - WALL TOP @ 66" 1.1 (3y minimum 17 1.37 (4y maximum m ft.) .,Finished m ft.) -,,12,4 floor TRANSMITTER ///////./////// FIELD VERIFY SUBSCRIBER TERMINAL UNIT FIELD VERIFY 1 STU I HORN WALL @ 80"-96" NE MINI -HORN WALL @ 80"-96" HORN -STROBE WALL @ 80"-96" CD BELL OUTSIDE WALL @ 10' aA BELL -STROBE WEATHER PROOF ON WALL @ 10' c CHIME FIELD VERIFY 0 SPEAKER WALL @ 90" STROBE 3 SR SYSTEM SENSOR WALL @ 80"-96" 0 JUNCTION BOX FIELD VERIFY DOOR HOLDER FIELD VERIFY Im DOOR STRIKE FIELD VERIFY m 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 20o° 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" ® R ADDRESSABLE RELAY FIELD VERIFY CEILING MOUNTED HORN/STROBE 3 PC2R SYSTEM SENSOR CEILING aCEILING MOUNTED HORN/STROBE 3 SCR SYSTEM SENSOR CEILING REMOTE ANNUNCIATOR i MODEL RA -1000 L P VOLTAGE DROP NAC# VDC % @EOL DROP 1 20.26 .69% 2 18.64 8.63% 3 -- - 4 - - FACP #16/4 Farenhyt IFP -1 00 TO CENTRAL PHONE LINE #1 DUAL STATION LINE PHONE LINE #2 DIALER SLC NAC -1 Farenhyt Global Project Vaisna Project Name: Project ID:iFA7116 Prepared By Date7I719n007 (PANERA BREAD (ROBERT StaHours:( 24 Alarndbym MIns;I 5 ' Oerating Factor:( Voltage Drop Warning ; :. Thresbold%:1 to IIFP-1001DP Devices mel iD:I cation: 'SPRINKLER ROOM circuit Islam Model: IFP -100 Add. Fire Alarm Car Volts: 24 VDC urrent Draw " Standby iAlarm IFP -1 W IFP -100 Fire Panel 1 0.170 SLC -DEV Photo,mon,Heat,pull 51 0.020 IDP Beam Beam detector 0.000 190 Duct Non Relay 0.000. IPO Duct i 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 (OP ; Control -6 0,000 ;IDP . ' Relay,Zone Zone -6 91.0 -AGO-: SSB501 BHT Sounder S68224R8 Relay Base • (DP RTS451 Key( • IDP RA400Z IDP -leo Isolator Module 8S6224B1 Isolator Base RA,1000 LCD Remote Annunc 1 5824..: Serial/Parallel Module `5499 Power Expander '1 RP$ -1000 Power Expander 5865-4 ; LED Annunciator (4G) 35.3 LED Annunciator (30) LED Driver Module Relay Module PAM -1/O #1 Notification Appl Circuit P0441042 Notification Appl Circuit PGM -I/O #3 Notification App! Circuit PGM4JO#4 Notification Appl Circuit PGA11.I/O#5 Notification Appl Circuit PGM1(046 Notification App! Circuit Total Standby Current (Amps) Standby Time In Hours Total Standby AH Required Total Combined AH Required Multiply By The Derating Factor 0.000 0.000 0.000 0.000 0.000 0:000 0.020 0.000 0.075 0.000 0.000 0.325 0.152 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 Max NAG Current: 3.o Amps. Mw(Panel Current: 5.0 Amps WireAWG 8 Type Ohms Per Length(ft) • Actual Volts 1000 Ft. One -Way Ohms • EOL 0.000 0.025 0.030 0.175 0.000 0.000 0.000 0.030 0.000 ' 0.000 0.000 0.233 #14 Solid 120 20.26 0.69% 0.000 0.776 #14 Solid 2.52 450 2.27 ' 18.64 8.63% 0.000 0.000 #12 Solid 9 0.00- 0.00% 0.000 0000 #12 Solid 0.00 20.40 0.00% 0.000 0.000 #12 Solid 0.� 20.40 0.00% 0.000 0.000 #12 Solid 0.285 6 1.686 Total }Dann Current (1 .083 0.141. 6.98 inemum Battery AmpHcurs Required Project Information Circuit Co pe) Alarm lime In Minutes I I Total Alarm All Required (5 Mina)r Command Shortcuts Configure Circuits 20.40 0.00% Print Page Project Name: PANERA BREAD Prepared By: ROBERT Project ID: FA7116 Date: 7/9/2007 Number: PGM -I/O #1 Ckt. Name' Notification Appl Circuit Device PC2415/15 Panel ID: IFP -100 IDP Devices I/O Use: Notification App) Circuit Current Draw Each Standby Alarm 0.000 0.202 Current Draw Total Standby Alarm 0.000. 0.202 SSM24-10 0.000 0.031 000 ):0 spare 0.000 0,000 ooa 0.000 spare 0.000 0.00 0.000 0.000 0.000 0.000 Ckt. Number: PGM -UQ #2 Ckt. Name: Notification Appl Circuit 2 SCR 30 Totals 0.000 0.233 Panel ID: 'IFP -100 IDP Devices', I/O Use; Notification Appl Circuit Current Draw Each Standby Alarm 0.000 .094 Current Draw Total Standby Alarm 0.000 3 SR 15 0,000 0.066 0,000 0.188 0.198. 2 PC2R 30 0.000 0.107 0.000 PC2R 75 0.000 0.176 0.000 0.178- SCR 75 0.158 0.000 0.000 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 #16/2 110cd © ® © CO ® ® m m ® El © © d El CI El 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 © © o © © © © ® © © © © o 0 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 I I NAC -2 #14/2 .202ma .031 ma EOL a © a © 15cd 15cd 15cd 30cd 7.5cd .094ma .066ma .066ma .066ma .107ma .158ma NEW CIRCUIT 120 VAC S (DEDICATED CKT.) ®SILENT KNIGHT ). .11111111 BATrERY BATrERY 12V-12AH 12V-12AH EXISTING RISER DIAGRAM 75cd 30cd 30cd EOL I .176ma .094ma .107ma 33:051 33:050 33:049 33:048 Totals 0.000 0.776 fri ri 02 akar Blvd ... 3464111=61-____ wile Southcerter-:Mall; . 31-.i1:66th1Sr__-_. S-I},03ttl 81 t 3 t72n-d'.:St_,`- i', S. -172nd -Pt St 1• SeaTac Bow Luke Park 5--167tfi-St ` •- =''' S_1:76tCi=SI-- -- S=1:79th=' ch. -iaxsrst..: iLh Vulley ILdge Perls l \1 // CopyrigM:O 2005'Microsoft Corp. and/or its suppl ers�!All rights General No/ee N,f PA, 72-2002 Edition -sec, 5,63,1,,,hea/-5en5ing fire detectors Shall be localed on the ceiling not le55 than 100mn (4 in,) from the Sidewall or on the 5idewall5 between 100mm and 300mm (4in, and 12in) from the ceiling, See figure 1=,5,63,1 eserved. -see, 5,7 2,2,1,,,5roke defeclor5 shall be located on the ceiling not less than 100mm (4 in,) from a Sidewall to the near edge or, if on a Sidewall, between 100mm and 300mr7 (4/n, and 1Zin,) down from the ceiling fo the lop of the de/cc/or, See figure 1=,5,73,2,1 13 -.ec, A,,7,4,1 TJefectors should not be located in a direct airflow or t. closer than Im (3 ft) from an air supply diffuser or return air opening, A .upply or return sources larger than those commonly found in residential and Small commercial establishments can require greater clearance /0 smoke de/cc/of-5, Similarly, smoke defectors should be localed farther away from high velocity air supplies, -sec, 5,12,4 The operable part of each manual fire alarm box shall be /(4 not less than 1,1m (j/z ft) and not more than 137m (4 %2 fid above floor level, wee figure r,5,12,4- 5 Sec, 7,5,4 Wall mounted appliances Shall be mounted such Mal the entire lens is not less than 2m (80 in) and not greater than 2,4m (96 in) above the finished floor, See figure I=,7,5,4 A6 -ec, 4,4,1,4,11)edica/ed branch circuit, A dedicated branch circuit of a one of the following shall supply primary power,' (1) Commercial light and power, (2) An engine -driven generator or equivalent in accordance with 4,4,1,92, where a person specifically /rained in il5 operation is on duty at all lines, (3) An engine -driven generator or equivalent arranged for cogeneration with commercial light and power in accordance with 4,4,1,9,2, where a person s eel p ically /rained in ifs operation i5 on duty at all fines, g Asiis ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is !ubject to errors and omissions which do not authorize violations of adopted standards and oi:atnances. The responsibility for the adequacy of design rets totally with the:designer. Additions, deletions or revisions to these drawings atter this date will void th ,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: T2 -/0 -0 % By: �? FILE SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE TO THE EXISTING FIRE ALARM CONTROL PANEL, FOR THE PURPOSE OF TENANT IMPROVEMENT., w 17250 SouthcenterPkwy,Se,,. 17250 Southcenter Pkwy Seattle, WA 98188 Npland Drr== qreckzEit.::: Tritand_,Dr: -...:.: c,-.:Segale .Park:_:D it MAP OF LOCATION 100 mm (4 in.) CeilingH r////// //// /// Acceptable here Never here Top of detector / acceptable here / Note: Measurements shown are to the closest edge of the detector. m / / / A 100 mm (4 In.) minimum 300 mm (12 In.) maximum Sidewall Sidewall 2.4 m (96 in.) maximum / / 2m (801n.) / minimum / / / Lens Finished floor /,/////////// 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. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WESTERN CONSTRUCTION 4612 NE MINNEHAHA ST. VANCOUVER WA, 98661 PROJECT MANAGER : RYAN EDWARDS PHONE: FAX : SUPERINTENDENT : PHONE: FAX : TUKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. 07 -F -46'S and exact address for shute Gown or restoration approval: CERTIFICATE OF COMPETANCY STAMP fly SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAAsm ST TACOMA, WA 98424 PAID JUL 1 0 2007 Tukwila Fire .z 2577 9, /sZ CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 PANERA BREAD • � SOUTHCENTER SQUARE BLDG. S T-KLAOWA CENT/7E.0yKWY1 �fyz R.GROULEFF 7/09/07 `J\ DESIGNER DATE SHEET JOB NO. 1 OF 2 FA7116 FIRE WIN I Operable WI -J`*- Past 1.1 (3y minimum 17 1.37 (4y maximum m ft.) .,Finished m ft.) -,,12,4 floor r -Sidewall ///////./////// Sidewall 2.4 m (96 in.) maximum / / 2m (801n.) / minimum / / / Lens Finished floor /,/////////// 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. REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WESTERN CONSTRUCTION 4612 NE MINNEHAHA ST. VANCOUVER WA, 98661 PROJECT MANAGER : RYAN EDWARDS PHONE: FAX : SUPERINTENDENT : PHONE: FAX : TUKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. 07 -F -46'S and exact address for shute Gown or restoration approval: CERTIFICATE OF COMPETANCY STAMP fly SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54th AVE EAAsm ST TACOMA, WA 98424 PAID JUL 1 0 2007 Tukwila Fire .z 2577 9, /sZ CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 PANERA BREAD • � SOUTHCENTER SQUARE BLDG. S T-KLAOWA CENT/7E.0yKWY1 �fyz R.GROULEFF 7/09/07 `J\ DESIGNER DATE SHEET JOB NO. 1 OF 2 FA7116 !!/!!/f(W Y(!!ffil/! /ifefer Wf /l OFFICE 30cd 30cd EOL SERVICE 200 BAKERY 220 33:019 VESTIBULE C ( lisimmismsommiereder PANERA BREAD 3/1 6"=1 '-0•• FLAG NOTES: EXISTING SHELL DEVICE TO REMAIN WITH NO CHANGE. SCOPE OF WORK: THE SCOPE OF WORK FOR THIS PROJECT IS TO ADD NOTIFICATION TO THE TO THE EXISTING FIRE ALARM CONTROL PANEL, FOR THE PURPOSE OF TENANT IMPROVEMENT., REVISIONS NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: DATE: CONTRACT WITH WESTERN CONSTRUCTION 4612 NE MINNEHAHA ST. VANCOUVER WA, 98661 PROJECT MANAGER : RYAN EDWARDS PHONE: FAX : SUPERINTENDENT: PHONE : FAX : CERTIFICATE OF COMPETANCY STAMP iff Er srm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 PANERA BREAD SOUTHCENTER SQUARE BLDG. S 17200 SOUTHCENTER PKWY. TUKWILA WA DESIGNER DATE SHEET JOB NO. R.GROULEFF 7/09/07 2 OF 2 FA7116 mom on xr .+ XO ceo AON .4• O m 3Ly 'CO .7 Ir o 'U cn - n cc . r4 i • -< T DZ ti � o F,3, n - n V �� Received Time Dec.17. I L ✓ O N m 1:F3 --N N N D OZ e N NO X( N x \ ' 4,. cn £0 0 : • X Ri 4,1 c S, N co N ru r- •0 X 3 RJX R1 Q m x R] A co S Q R) i n C , c N q W Fl (2oB (21 C11 20 (25 Received Ti Z_ � 1 LU- 14 58 �� < ma ; � � 5 7 B�. 24' TANK i, A: NiE ► ti 1-"1i -LD- \\+30" C r' \ > C- C- 0 "b'9-1 0" 1 P 1 r �1 / i r { I\\ \ 1 �� , r 41), :,.,.. 2\f -H ID r, l i i ii /\ r i r\ L1 )CAI '• r 1 +10'd 104 ' i a I. r L1 -\ �v91 / 11„ ��-- • / \ -11 4 ---- U �\ r 1 — ! o ., .•, 0 1= r 4991 r It 41 i, ,„ ►�� Il ,—r L4 4r tr ► �v 6+10' (j; C 10 C► Num /1 1 „ 1 1 •°, 4H . 1 r 1 ,—� 1 1 I JI I 1 1.I 0 . BELOW ne Dec. 17. , Ei' rr 1 T 3:14P SECTION IX - APPENDIX e UL EX. 3470 ULC CEx747 Page 9-1 • 7-1-98 REV.3 V SYSTEM SELECTION GUIDE Y. NOTE: System options do not cover all conceivable variations. They are listed here as a general guideline to show the most common type arrangement for multiple systems, Based on certain system designs utilizing manifolding, non-manifolding, 3 -tank systems, etc., other tank/cartridge combinations can be designed. The combinations below are based on 11 flow, 3.0 gallon tanks and 5 flow, 1.5 gallon tanks. More competitive designs may be available by utilizing 12 flow and 6 flow systems when appropriate. Total Tank Type of Nitrogen Carbon Dioxide Flow No.` Quantity System Type of Hardware Cartridge Required Cartridge Required 1-5 1 Single 1.5 Gal. Reg. Release LT -20-R (7032) 101-10 (15850) 6-11 1 Single 3.0 Gal. Reg. Release LT -30-R (5373) 101-20 (17492) 12-16 2 Double 1.5 Gal. Reg. Release Double (73022) 101-30 (15851) 3.0 Gal. Additional Tank 17-22 2 Double 3.0 Gal. Reg. Release Double (73022) 101-30 (15851)- 3.0 Gal. Additional Tank 23-27 3 Multiple 1.5 Gal. Reg. Release LT -20-R(7032) ) 101-10 (15850) 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)'-"' 3.0 Gal. Additional Tank 28-33 3 Multiple 3.0 Gal. Reg. Release LT -30-R (5373) 101-20 (17492) 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)- 3.0 Gal. Additional Tank 28-33 (Optional) 34-38 3 Multiple 3.0 Gal. Reg. Release Double (73022) N/A (2) 3.0 Gal. Additional Tanks Multiple 1.5 Gal. Reg. Release 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator 3.0 Gal. Additional Tank Double (73022) LT -A-101-30 (29187) 101-30 (15851) 101-30 (15851)'"' 39-44 4 Multiple 3.0 Gal. Reg. Release Double (73022) 101-30 (15851)" 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)"- 3.0 Gal. Additional Tank 45-49 5 Multiple 1.5 Gal. Reg. Release •LT -20-R (7032) 101-10 (15850) 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)- 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)*" 3.0 Gal. Additional Tank WV P P '.. . c; 50-55 5 Multiple 3.0 Gal. Reg. Release LT -30-R (5373) 101-20 (17492) 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)"- 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)- 3.0 Gal. Additional Tank 56-60 6 Multiple 1.5 Gal. Reg. Release Double (73022) 101-30 (15851) 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)*'* 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)- 3.0 Gal. Additional Tank 61-66 6 Multiple 3.0 Gal. Reg. Release Double (73022) 101-30 (15851)- 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)" ' 3.0 Gal. Additional Tank 3.0 Gal. Reg. Actuator LT -A-101-30 (29187) 101-30 (15851)- 3.0 Gal. Additional Tank Based on 5 flow numbers for a 1.5 gal. system and 11 flow numbers for a 3.0 gal. system. See Pages 4-39 - 4-42 for exceptions. If tanks are manifolded. only a "double tank" nitrogen cartridge (Part No. 73022) can be used. " If tanks are manifolded, either an LT -A-101-30 nitrogen cartridge (Part No. 29187) or a double tank cartridge (Part No. 73022) can be used. e 4 Jzf ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have beer; r'E'' :'' ;,"J The Tukwila Fire Prevention Bureau for :: L .... current city standards. Acceptance: ,,,,'()is and omissions which do nr ; ::,;. �>1.1,:,is of adopted standards and of:i n roc sir ldy for the adequacy of design t ,,F! Oesigner. Additions, deleticiis or ;+::,!;;:.,::: ;:, fo try:: sr drawings atter this date will void this accepiarice 2nd 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: /)- -07 By: /4(%V_ smell a' t I P UKWILA FIRE DEPARTMENT Please call: 575.4402 and give this job No. 07- r- 8 .1 and exact address for shut. town or restoration approval% Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinspre�c uest(ci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in advance of the date yoa,I want an inspection. — II A „K., 1.444 f ele.4.1„vist 1.r W1T1►. 3o -P4• o cook 1.,S .¢ c177171"4%/4 . FILE NOTES 1. EMPLOYEE LOCKER SHOULD BE ON MN. 6' LEGS. 2. ALL THE COUNTERS AND BASE CABINETS ARE TO BE FURNISHED AND INSTALLED BY CONTRACTOR PROVIDE SHOP DRAWINGS. 3. HOT WATER SHALL NOT EXCEED 120° AT ALL HAND SINKS. 4. HOT WATER HEATER MUST SE ABLE TO ACCOMMODATE ALL HOT WATER NEEDS. PROVIDE SEISMIC STRAPS WITHIN UPPER )• OF HOT WATER TANK. PROVIDE EXPANSION TANK. 5. 3 -COMPARTMENT SINK, OR COMMERCIAL DISHWASHER 15 REQUIRED TO BE LARGE ENOUGH TO ACCOMMODATE THE LARGEST ITEM TO BE WASHED. THE 3 -COMPARTMENT SINK SHALL HAVE DRAIN BOARDS ON EACH SIDE. 6. ALL SURFACES (WALL, FLOOR COUNTER ETC.) MUST SE SMOOTH, EASILY CLEANABLE, AND NON-ABSORBANT. 1. ALL FLOOR 4 WALL JUNCTIONS MUST HAVE COVE BASE. 8. HAND WASH SINKS MUST BE 10'x10'x5' DEEP. 9. HAND 50AP AND PAPER TOWER DISPENSERS SHALL BE PROVIDED AT EACH HAND SINK (BY OWNER). 10. ALL WOOD SURFACES MUST BE SEALED. II. LIGHTING IS REQUIRED TO SE AT LEAST TWENTY (20) FOOT CANDLES ON ALL FOOD PREPARATION SURFACES AND AT EQUIPEMENT/UTENSIL-WASHING WORK LEVELS. PROVIDE (10) FOOT CANDLES OF LIGHT IN WALK-IN COOLER UNIT AND DRY STORAGE AREA AND ALL OTHER AREAS. 12. ALL LIGHT FIXTURES IN KITCHEN MUST BE SHIELDED. 13. PROVIDE A SPLASHGUARD AT LEAST 12 INCHES HIGH BETWEEN THE SAND SINKS AND THE PREP COUNTER OR WORK TOP REFRIGERATORS WITH A MINIMUM TWO INCH CLEARANCE ON EACH SIDE OF THE SPLASHGUARD. THE SPLASHGUARD MUST EXTEND OUT TO BE IN LINE WITH THE FRONT EDGE OF THE HAND SINK. 14. PROVIDE GALVANIZED STEEL INTERIOR/EXTERIOR REFRIGERATION UNIT(S). BY NATIONAL COOLER CORP. BATTEN -TYPE CONSTRUCTION 15 NOT APPROVED. 15. 3 MAXIMUM NUMBER OF EMPLOYEES WILL BE WORKING ON THE BUSIEST WORK SHIFT. MENU - FROZEN YOGUART - SHAVED ICE - HOT TEA LEGEND Powe 2 ST ty (w4 / NTI js koR•�► I e- —res.1 i31-.- (ciiw, e1 v r\ Smola t)e-r' --cot 5 Cls ow (ctituvu i t/') • Y • V. 50 CFM I i► i nese plans have been reviewed by The Tukwila Fire Prevention 3ureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted stanoa:'i:S;'s and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: -5 • 1 • b ..8y: 517-- TE Without Comments As Noted in Red Per The Attached Letter 20 TUKWILA FIRE DEPARTM_ Please call: 575.4407 .10'°- ...77 and give this job No. OP — i - 1.43 and exact address for shutd down or restoration approval JSArchitecture Inc. RESIDENTIAL COMMERCIAL TELECOMMUNICATIONS 19910 50th AVE. W., #203 LYNNWOOD, WA 98036 OFFICE) 425-778-3800 FAX) 425-778-3822 JAYS . J S A ©G M A I L. C O M 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. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireins request aci tl 11net;� - to -"-"--+ 4u 1\yV II�J VVfY Il schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. DRAWN BY ' JMC APPROVED BY JY5 THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF JAY SEO ARCHITECTURE. IT IS PRODUCED FOR USE BY CLIENT ONLY. REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF JAY SEO ARCHITECTURE IS PROHIBITED. ALL RIGHTS RESERVED. 02008 SEE INET • IL 9 d 10 / SNEET 45.1 -.-.- .7V _ .-. UV ISSUED FOR PERMIT -r •11__ .JL EQUIPMENT PLAN ion rnalwpsv yuw \N(IN 5' DP- 41� P1ooV SCALE. 1/4" = NORTH 2 !. 2008 t.k e L Tukwila Fire LEGEND / ABBREVIATION (E) (R) EXISTING WALL TO REMAIN REMOVE EXISTING WALL NEW WALL (FULL HEIGHT) NEW HALF WALL. SEE FLOOR PLAN FOR HEIGHT EXISTING RELOCATED /'';11..x,' FEB. 14 2008 PEy sivif s CaTER Italian Frozen Yogurt TENANT IMPROVEMENT SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY. SUITE - 148 TUKWILA, WA 98188 SHEET NAME EQUIPMENT PLAN AREA OF NEW WORK 115 IlfD .j• 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 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA MERCHANTILE - ORDINARY HAZARD (GROUP 2) NEW DESIGN CRITERIA: MERCHANTILE - ORDINARY HAZARD (GROUP 2) .2 / 1024 SQ. FT MIN. (AREA REDUCED FOR QUICK RESPONSE SPRINKLERS MAX. CEILING HEIGHT = 15-5.5") WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATA SUPPLIED BY ELEV. OF FLOW TEST: 150 PSI 20 PSI 7,474 GPM SOUTHCENTER BLVD AND MINKER CITY OF TUKVVILLA 26'-0" (SAME AS SITE) HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .2 GPM / 1060 SQUARE FEET DEMAND AT BASE OF RISER 367 GPM AT 93 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 617 GPM AT 99.5 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) (11 SITE PLAN & HYDRAULIC NODE KEY 0 20 0 1 30 40 50 El MI III MI NI IIII II II IN MI 1111 III II MI MI IIII SCALE 1" = 20' SITE PLAN SYMBOLS 11a Pkv IT 7*.J. Soi Tukviiu Pkwy EXISTING UNDERGROUND PROPERTY LINE STREET CENTERLINE 159-t1 $I 4.1 EXIST FIRE HYDRANT EXIST FDC EXIST VALVE IN ROADWAY BOX EXIST YARD POST INDICATOR VALVE tt) S 163rd Pi' 4th St 1Nestfield Southcenter rj SYSTEM 2 S 166th sl cet L.; S 17th SI S 166th Ln 19-7.5 AFF S 16th St S 158th St SYSTEM 1 DRY PIPE CAPACITY = 60 3ALLONS er rD Co 53rd Ave S S 170th St C‘I 4 FROM SUPPLY Ev—L'L/c X- - -El 4 3-0 F X G ADAPTER C 1.5" PIPE STAND EXIST. RISER DETAIL LOOKING WEST 0 2 4 SCALE 1/2=1'-0" ABBREVIATIONS AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO SYMBOL LEGEND REVISIONS "J) Fire .S':;e:frta'dCoipt Yt e d for the 4esigner. ,f :jrawings after this vvii! require a resu subzei-,went approval. Final suoject to field test and inspection by - The luviia Fire Pe,vention Bureau. Date: By: /S.1/`'N• AREA MAP NTS tuKIPALA FIRE DEPART Please call:' 575-440Z — and give this job and exacc address for shut. ookyn or restoration approvl. CONTRACT WITH 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 UNLESS NOTED OTHERWISE 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 NO. REASON FOR REVISION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING RIGID COUPLING BUILDING INFORMATION MAINTENANCE CONTACT: MAINTENANCE PHONE: ALARM COMPANY: ALARM PHONE: ALARM CODE: ALARM PASSWORD: FIRE DEPARTMENT: FIRE DEPT. PHONE: ALLIANCE REMODEL AND CONST. 5621 228TH ST E SPANAWAY WA, 98387 PROJECT MANAGER : GREG EDWARDS PHONE : 253 686-6277 FAX: SUPERINTENDENT: PHONE: FAX: I'd it, &OPtit4 PAID Nov 18 MO TUKWILA ARE -95-ce 4/57 fS1106 54th AVE EAST SMITH FIRE SYSTEMS INC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253 ) 926 - 1880 FAX: ( 253 ) 926 - 2350 SOUTHCENTER SQUARE SUITE 148 LANDLORD WORK 17250 SOUTHCENTER PARKWAY TUKVVILA, WA BLDG PERMIT #: D10287 DESIGNER TED Q. 7:' Z/ CERTIFICATE OF COMPETENCY STAMP PROJECT MGR LANE L. DATE 11-17-10 SHEET 1 OF 2 JOB NO. TI10176 HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: .2 GPM OVER 1060 SQUARE FEET SYSTEM DEMAND AT BOR: 367 GPM AT 93 PSI ( INCLUDING 0 GPM FOR INSIDE HOSE STREAMS ) 1- I 1.5 1.5 N.I.C. H 1.5 1.5 1.5 1.5 7'-0" MAX. C.H.=15'-5 5" 1b r �`8 1.b / O, 1.5- 8 N.I.C. 1.5 H3 1.5 1.5 1.5 TT S T3 A ,1.5 S T4 1.5 H5 1.5 Cr C.H.=10'-0" <T6) 1.5 1" PLUG (THIS HEAD ONLY) 1.5 17 H8) 1.5 /.,1.5 T • ` .SING GI?. D. SOFFIT 1.5 N.I.C. 1.5 j1.5 1 A�1 S 2 O jii C.H.=10'-0" 1.5 -HR r- 1.5 ^_;-„„,a li[1I .5" PWG TYP. OF (6) 1. 1.5 1.5 !EXIT rz, 0 � 1.5 1.5 1.5 1.5 -".`REMOVE rEASIINv OW, ED. C IL': fNG AND REPLACE 1C\_ ,MIH ACT AO GRID. NEW X4- RECESSED FLUORESCPNT LIGHT _'R 1.5 1.5 r h ais I' '+ C'(t= ED. CEOIIty^ AND LIGHTING TO Ill_I,iF•i1 1.5 N.I.C. 1.5 1.5 0 0 C! 0 O 0 SPRINKLER PLAN PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE ► NEW PLUG S NEW STRAP TEE 0 4 ._ONE11111 - MINN SCALE 1/4"=1'-0" 8 WALL LEGEND l EXISTING WALL EXISTING BRANCHLINE EXISTING DROP EXIST. 1" ELBOW FLEX DROP DETAIL '1' EASY FLEX NTS 12 1/4 I -- R-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26" BAR JOISTS @ 6'-0" o/c EXISTING BRANCHLINE NEW 1 DROP PER PLAN FLEX DROPDETAIL '1' EASY FLEX r -I NTS 23-10 AFF 1 NON-COMBUSTIBLE EXTERIOR CANOPY - NAS 0-0 O T C') N BUILDING SECTION FLEX LEGEND SPRINKLER LEGEND ABBREVIATIONS MAKE TYPE MODEL OUT BRKT QNTY SYM I MANUFACTURER I S.I.N. I TYPE 1 MODEL I SPRINIQER I ESCUTCHEON I OIRCE I THREAD I TEMP. I WANmV FINISH FINISH SIZE SZE RATING AF FITTER/LISTER NOTES 1. MAX E.C. SPRINKLER SPACING IS 14' x 14'. 2. MIN E.C. SPRINKLER SPACING IS 8'. 3. FLEXIBLE DROPS TO SPRINKLERS TO BE PER DETAIL '1' AND '2'. 4. ALL SPRINKLERS TO BE CENTERED IN 2' 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. 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/PIPE CAPACITY 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 (I I I) WHICH ARE FLEXIBLE. SYMBOL LEGEND REVISIONS EASY EASY FM -BRAID FM -BRAID 48" 3/4" 60" 3/4" SHRT SHRT 5 EXISTING 10 UNCHANGED SSP CHR CHR 5.6K 1/2" 155° UNCHANGED SSU BRZ 5.6K 1/2" 155° NEW RELIABLE RA7216 EC PEND J112 CHR CHR F1 11.2K 3/4" 155° 15 TOTAL NEW 15 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 UNLESS NOTED OTHERWISE BOD 4 0 HI 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 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH ALLIANCE REMODEL AND CONST. 5621 228TH ST E SPANAWAY WA, 98387 PROJECT MANAGER : GREG EDWARDS PHONE : 253 686-6277 FAX : SUPERINTENDENT : PHONE: FAX : CERTIFICATE OF COMPETENCY STAMP SMITH FIRE SYSTEMS, INC. i5 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE SUITE 148 LANDLORD WORK 17250 SOUTHCENTER PARKWAY TUKWILA, WA BLDG PERMIT #: D10287 DESIGNER PROJECT MGR DATE SHEET JOB NO. TED Q. LANE L. 11-17-10 2 OF 2 TI10176 N.I.C. N.I.C. NEW BATHROOM r C.H.=15-5.5'.. Q: 1.5 IF XI r1 1.5 L 11 1.5 1.5 -HT1-r-- 1.5 C.H. 10'0 h 1.5 €i E< \r[I 1.5 1 ra 15 (® 1.5 C.H.=100 r1 15 ci O RELOCA-E SSP 1.5 t , 1�1 1.5 N.I.C. N.I.C. NEW BATHROOM N D L I 1 SPRINKLER PLAN 4 8 SCALE 1/4'=1'40 PIPE / FITTING LEGEND NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW PLUG WALL LEGEND I EXISTING WALL ///!i/i///q NEW FULL HEIGHT WALL FITTER/LISTER NOTES 1. ALL FLEX DROPS ARE TO BE INSTALLED PER DETAIL N1 U.N.O. 2. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2 x 4' TILES 3. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 4. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. EXISTING BRANCUNE EXISTING STRAP EXISTING NIPPLE EXISTING 1' DROP EXISTING V ELBOW EXISTING ELBOW NEW RECESSED SSP DETAIL A/1 EASY RE lasseP 1/4 12 R-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26' BAR JOISTS @ E-0' o/c ► "�I►IPF NW" V Witt sol it Comments ID As I 4.g.ed in Red O Per The Attached Letter These p!= n have been reviewed by The Tukwila Fire +'it,lreat.l for conformance V+,11h current City standards, Accept n I , subjectto errors and ocni .LC'nI-. ,hich (i(; r,.". -ki' I' ,7 viol, iiOnS of adopted _nciarrl 1 r~,~r,ir•-, .... i, Les +,r iii. ii .N for the Sa C'7,de.a�=mac, / I' yr �ta�ty I r „' I / ; Iltf I 1c designer. l to these drawing's after this Ci V. 1 ': vc :, 1 T 1, will require a resubrnitt,E of revise,:: a -. 5/h1 s for s Ir ` Eigt'ent approval. Final accecfa nc is sI. T, ct ' I, '!(' Zest and Inspection by The Tukwiik Fire Prevci (I.K n i3tHeau. 1 nate: / 3 _Py: Avn S/I� TU.KWILA , 71,RTMENT l.r:a/yand give th;s Fire li 'enCnft �1��6.7• -o�+ and ems: Lt address ss Ter hut - down or re titcd"&Ion approval. 23-10 AFF NON-COMBUSTIBLE EXTERIOR CANOPY - NAS C FLEX LEGEND BUILDING SECTION N.T.S. SPRINKLER LEGEND ABBREVIATIONS 0-0 AFF b N SYMBOL LEGEND REVISIONS AREA MAP MAKE EASY EASY TYPE LEN NIPPLE FM -BRAID 60' 1/2' FM -BRAID 60' 3/4' BRKT ACT ACT SCRW QNTY NA 2 SYM i MANUFACTURER 1 S.I.N. 1 TYPE EXISTING MODEL °NP I I IwI NA 1 UNCHANGED ECSSP CHR CHR 112 3/4' 155' NEW BRACKET LEGEND: ACT = STANDARD OGSB BRACKET RELIABLE RELIABLE RA7216 RA1314 EC PEND SSP J112 F156 CHR CI -IR CHR F1 CHR F1 112K 3/4' 5.6K 1/2' 155" 155' GWB = T -BAR, TBS ENDS, AND SBB CLAMP 45AR = T -BAR, TES ENDS, AND SBB CLAMP TEK = (2) 1/4k1.5' TEK SCREW WDS = (2) #10x15' WOOD SCREW S0'S-1/2" = SHORT 90° NIPPLE 3' LONG 90"T-1/2' = TALL 90" NIPPLE 525' LONG TOTAL NEW AFF BOB 500 501 801 DOT CTS FO IFON OFOW NAS UNO A90VE FINISHED 8000 BOTTOM OF BEAM 401100 OF TWA BUTTON OF JOIST BOTTOM OF PUBIN BORON OF TRUSS GIT TO SAT FELD ENDER IIEIDE FACE OF WNL OUTSIDE FACE OF WNL 10 AUTO. SIMMERS MESS NOTED O IERWISE BOD 0 —II— CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE Lti I ER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LETTER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG 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 : NTS CONTRACT WITH / 7; 5e.`'Xv-4//re 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 WAD of WATER/PPE CAPACITY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, 80LL GROOVED. PLAIN ENO, POLISHED 2.05 0.044 ' WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1 1) WHICH ARE FLEXIBLE. SCOPE OF WORK ALLIANCE REMODEL AND CONST. . 5621 228TH ST E SPANAWAY WA, 98387 PROJECT MANAGER : GREG EDWARDS PHONE : 253 686-6277 FAX : SUPERINTENDENT: PHONE: FAX: 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) 8. 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 RETAIL- ORDINARY GROUP II NEW DESIGN CRITERIA RETAIL - ORDINARY GROUP II TENANT IMPROVEMENT: THIS PROJECT ISA 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, UGHIING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. SITE PLAN , Inc, Level 111 -111\ m ichol.: N.IoGrassi 3 -1 968 ' 6Ig —T vS' /16/13 i '5 5a� L G'BDl /DD Spr OV -Ne‘ t 3 through D00`^ CERTIFICATE OF COMPETENCY STAMP (P lP NTS 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. 5MTTHF51380T Bus: (253) 926-1880 FAX: (253) 926-2350 SOUTHCENTER SQUARE SUITE 148 TI 17250 SOUTHCENTER PARKWAY TUKWILA, WA co z EE 0 0 LU 0 CC 10 z O 17 - DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S. LANE L 4/16/13 1 OF 1 TI13065 I.12Cri,x..x. /I R30 RIGID INSULATION ON 22 GA SHEET METAL ROOF DECK ON 28' BAR JOISTS p 8'47 Oro E © SPRINKLER PLAN 0 4 SCALE 1/4'=1'-0' 1/4 HYDRAULICALLY MOST DEMANDING AREA: SYS,* 1 DENSITY: .20 GPM OVER 900 SQUARE FEET SYSTEM DEMAND AT BOR: 284.4 GPM AT 99.6 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) PIPE / FITTING LEGEND REPLACE EXISTING �� 1x1/2 REDUCING 90°L CODWITH A NEW 1.90'L EXISTING BRANCH UNE EXISTING 1'ARMOVER S EX. 1.5' BRANCH UNES AT IT BOO APROX. 22 AFF `40' GIRDER TRUSSES 23-10 41, AFF O CA BUILDING SECTION NTS NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW 1/2" PLUG NEW STRAP TEE NEW 1"DROPW/05L QUANTITIES: 48' W/ 3/4' OUTLET = 1 NEW AQUAFLEX FLEX DROP LENGTH = 48' NEW SSP SPRINKLER - (1) FLEX DROP DETAIL '38' NEW STRAP ON EXISTING BRANCH UNE NEW 1'90°L- NEW 1(0.3) UNO / & NEW 1'B01_ QUANTITIES: 48' W/ 3/4' OUTLET = 22 48'W/ 1/2' OUTLET =5 1' DROP PER PLAN NEWEl FLEXLEX DROP J/ LENGTH = 48' UNO NEW SSP SPRINKLER JL (27) FLEX DROP DETAIL '50' METAL DECK (4) 1#10'x3/4'J TEK SCREW s's•- AFCON 810 3/8' CEILING PLATE -- 3/8' ATR -HANGER RING 1110 (5) HANGER DETAIL 'CP' WALL LEGEND //r///// EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL PIPE SIZE SCHEDULE .r Ll END PREP TYPES ALLOWED " - MONT OF' wATrR)ePE CAPACITY IN GALLONS 1 I o 7.11 1.5 �, 1 ) EXISTING A.S. IN CANOPY TO REMAIN. ' `� II L�_ 63 1.5 _... -.-._ 1.5 _._..._ 1.51.5 AREA N.I.C.®_ 1.5 I ( B4) BS (PM 1�.5 (T3-)6 ) 3 /B7 ; 1.5. 1.5 1.5 <SM3) 1.5 SM4 1.5 n 1 ._.._. __. _ 1.5 _^._. ..__ 15__._. N(PM5) .. - - _ 1.5 - l<714-)16 :. 1b 1.5_ _._ _.. 1.5 ._..._. 1.5 --_ 1L L.=•= 1_5 •r) 11 1.5 11- (TEC -0 -_- 191, --I I 1 11.51 1.5 ✓t ; - - 7.4 SEE EXISTING RISER DETAIL RM1IX.I I ` 7 r l 664 zi.1 "" 'I i i I i 1.5 b r��+/ 1 (� I 5 I � > 1.7h1 I .5 S6 15 ) RM 1C0,1 OI ACT S 1 I1 II t • RM `] A' _, 100 4-F I I) I I ! G Ie1 I I I U I Pi U 1.5 • i1.5 i) ♦ _... .5 ._1 S Hr_. 1 5 .... • s 1.5 •.. 1. ;.._.III,= 1 S ( _ 11.5 ).. 1.5 _J S 1 -11 / i y ` l 1:.. i - - -- iil IDI ,RM 1 I . , Sin ; I i yl.a1I 1.60-• - --- 1.6 1 S l • .5 S♦ N 1 IB I- L -1 175 • i S H . ♦ '1b 1. ♦ 1 I � I __.... I' II -r--- I -, \ I T- �� I I , I 1 F-- 1 ellaim L..�. _{�I ._. - -. _ I _L_.L RM 100 ALR 0':0 II - I , � I Is i 1.5 , b Ir` , a 6 jt. • 6 I 1b ; 16 1 1 .6 ' I T E -_ \J -.L ' I - r i J I. „ -� ` I ( .. . _...... RM 100 -0 AFF 0' I' �. 1.5 XX� 1C • 1.5 S 11.-4)- (qq•� / /��� Z S 5 r N S ' .5 • S. S \ 11.5 - 1 1.5 Y S H ,�1.5I •' 1.5 7 YtC' 't.. 6uSl�ntS _, x'Sn�SZySnri.!rx-x,, Zx, .66.1SNSlS ?'hCa(. -cf - ...- _ • "ll�: et.V ,glb1 RHA - % CP ,/, ''s CPQ/ 1 CP../ 1 -. I , I - RM102-.._ ACT i - --- _. ' A .. RM 10.5 1 -_ / 10'-0} I) -C,� uctuRE RM 101 SD 1 .,- Xx ACT LXX?4 IX� / J I IL _. . (*\7 1.5 X 1b• PIS I , 1.5 •S =_ '`\ , 1.5 I 1.5 1.5 ...-. 1.9 1.5 15 .... _. RM 103 ACTto C$� i . i I- i .._. I I 0 AFS o 1 I rte`' C� r -°r2 R30 RIGID INSULATION ON 22 GA SHEET METAL ROOF DECK ON 28' BAR JOISTS p 8'47 Oro E © SPRINKLER PLAN 0 4 SCALE 1/4'=1'-0' 1/4 HYDRAULICALLY MOST DEMANDING AREA: SYS,* 1 DENSITY: .20 GPM OVER 900 SQUARE FEET SYSTEM DEMAND AT BOR: 284.4 GPM AT 99.6 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) PIPE / FITTING LEGEND REPLACE EXISTING �� 1x1/2 REDUCING 90°L CODWITH A NEW 1.90'L EXISTING BRANCH UNE EXISTING 1'ARMOVER S EX. 1.5' BRANCH UNES AT IT BOO APROX. 22 AFF `40' GIRDER TRUSSES 23-10 41, AFF O CA BUILDING SECTION NTS NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE NEW 1/2" PLUG NEW STRAP TEE NEW 1"DROPW/05L QUANTITIES: 48' W/ 3/4' OUTLET = 1 NEW AQUAFLEX FLEX DROP LENGTH = 48' NEW SSP SPRINKLER - (1) FLEX DROP DETAIL '38' NEW STRAP ON EXISTING BRANCH UNE NEW 1'90°L- NEW 1(0.3) UNO / & NEW 1'B01_ QUANTITIES: 48' W/ 3/4' OUTLET = 22 48'W/ 1/2' OUTLET =5 1' DROP PER PLAN NEWEl FLEXLEX DROP J/ LENGTH = 48' UNO NEW SSP SPRINKLER JL (27) FLEX DROP DETAIL '50' METAL DECK (4) 1#10'x3/4'J TEK SCREW s's•- AFCON 810 3/8' CEILING PLATE -- 3/8' ATR -HANGER RING 1110 (5) HANGER DETAIL 'CP' WALL LEGEND //r///// EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL N ED HYDRAULIC REFERENCE PLAN 0 10 20 30 40 50 R3 r,. �❑1 4 SCALE 1' = 20' 19-7.5 AFF UG UG2 6 >(•<:1-<>1 (um) EXISTING RISER DETAIL 0 2 4 SCALE 1/Y=1'-0' /7,c5?) 5 c #y"ty FITTER/LISTER NOTES - 1. - ALL NEW DROPS TO BE PER FLEX DROP DETAIL '50' UNO 2. PLUG AND DEMO 1/2" SSUs IN NONCOMBUSTIBLE CEILING VOIDS. 3. 145(14' MAX, SPACING FOR EXTENDED COVERAGE PENDANTS. 130sq.ft. MAX SPACING FOR STANDARD COVERAGE QR -SSP 4. ALL SPRINKLERS TO BE CENTERED IN 2 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. 0 FILE 1N•1A41,-, Ci Ii , f eAnt BUILDING'S LOCATION MINKLER BLVD PARcrrey S1ois, CRTE4o .. H M4 S ISSIE S, Pmt • s 1099- 9.1' (t) AREA MAP NTS GENERAL NOTES 1? ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-793 OR BETTER PIPE SIZE SCHEDULE .r INTERNAL DIAMETER END PREP TYPES ALLOWED " - MONT OF' wATrR)ePE CAPACITY IN GALLONS 1 40 e3 7.11 1.5 �, 1 ) 1.5... . .... _ _. .. 1.5 S al ....... I.._ 15... n PM2 ^ ._. 7 S 1?._. -0144) 1.5 _... -.-._ 1.5 _._..._ 1.51.5 1.5 I ( B4) BS (PM 1�.5 (T3-)6 ) 3 /B7 ; 1.5. 1.5 1.5 <SM3) 1.5 SM4 1.5 n 1 ._.._. __. 1S 1.5 _.__. 1.5 _^._. ..__ 15__._. N(PM5) .. - - _ 1.5 - l<714-)16 :. 1b 1.5_ _._ _.. 1.5 ._..._. 1.5 --_ 1L L.=•= _- 1.5__. 6 __. 1.5 1.5 SM5 I/ L5 MB 1 1.5 1.5 -1b ; - - - SEE EXISTING RISER DETAIL N ED HYDRAULIC REFERENCE PLAN 0 10 20 30 40 50 R3 r,. �❑1 4 SCALE 1' = 20' 19-7.5 AFF UG UG2 6 >(•<:1-<>1 (um) EXISTING RISER DETAIL 0 2 4 SCALE 1/Y=1'-0' /7,c5?) 5 c #y"ty FITTER/LISTER NOTES - 1. - ALL NEW DROPS TO BE PER FLEX DROP DETAIL '50' UNO 2. PLUG AND DEMO 1/2" SSUs IN NONCOMBUSTIBLE CEILING VOIDS. 3. 145(14' MAX, SPACING FOR EXTENDED COVERAGE PENDANTS. 130sq.ft. MAX SPACING FOR STANDARD COVERAGE QR -SSP 4. ALL SPRINKLERS TO BE CENTERED IN 2 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. 0 FILE 1N•1A41,-, Ci Ii , f eAnt BUILDING'S LOCATION MINKLER BLVD PARcrrey S1ois, CRTE4o .. H M4 S ISSIE S, Pmt • s 1099- 9.1' (t) AREA MAP NTS GENERAL NOTES 1? ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-793 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED " - MONT OF' wATrR)ePE CAPACITY IN GALLONS 1 40 0.133 ' 1.049 THREADED CUT GROOVED, POLL GROOVED, PLAIN END, POLISHED 2.05 0.044 ' • •• WALL THICKNESS PER NFPA 813 • . , ... . 2, ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (:III) WHICH ARE FLEXIBLE. SCOPE OF. WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING SPRINKLER 1S $,TEM TO ACCOMMODATE THE NEW WALLS AND CEILINGS. EXISTING UFfRIGHT PRINKL'ERS WILL BE { (.'l'r,,✓ REMOVED FROM THE NON-COMBUSTABLE CEILING VOIDS AND NEW PENDANT SPRINKLERS TIED INTO THE ROOF UNES WILL BE ADDED INTO NEW SUSPENDED CEILINGS. 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 LABEUNG OF PIPE. 3. REPLACEMENT OF PAINTED, DAMAGED, OR CORRODED SPRINKLERS. 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. BACKFLOW INSTALLATION, MODIFICATION, OR CERTIFICATION OF REQUIRED) 8. EXCLUDING REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. i 1,11: DESIGN CRITERIA: PER NFPA 13 2007 AND THE CITY OF TUKWILA EXISTING CRITERIA MERCANTILE SHELL- ORDINARY HAZARD 2 NEW DESIGN CRITERIA: MERCANTILE - ORDINARY HAZARD 2 - DENSITY = .20 GPM / 900 SQ. FT. REMOTE AREA HAS BEEN REDUCED BY 40% FOR THE USE OF QUICK RESPONSE SPRINKLERS ON CEILINGS 10T-0" AFF. WATER SUPPLY INFORMATION STAnc RESIDUAL FLOWING LOCATION OF TEST DATA SUPPUED BY ELEV. OF FLOW TEST: 150 PSI 20 PSI 7,474 GPM SOUTHCENTER BLVD AND MINKER CITY OF TUKWILA 25-0' (SAME AS STEW HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 900 SQUARE FEET DEMAND AT BASE OF RISER 284.4 GPM AT 99.6 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 534.4 GPM AT 107.8 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) nvnin olncc H z CC LUU 0 CC 0 O z O H 0 SOUTHCENTER S M UARE BUILDING S - AREA OF WORK EX, RISER LOCATION SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SAM MANUFACTURER S.I.N. TYPE MODEL FN. Mai Izz I N.nM EXISTING UNCHANGED SSU BRZ 5.6K 1/2• 155° NEW 0 REUABLE R3615 SSP Fl FR CHR CHR 5.6K 1/2' 155° VIKING VK572 EC -SSP VK572 CHR CHR REC 14K 3/4' 155' 23 0 RELIABLE R3625 SSU Fl FR BRZ 5.6K 1/7 155° 2 NEW FOR HEAD BOX VIKING VK572 EC -SSP VK572 CHR HR REC 14K 3/4' 155° 2 TOTAL NEW 32 AFF BOB BOO BW BOP BOT 010 FO WOW OHM HAS 1.4.0 ABOVE SNISHED NOOK BOTTOM OF BEAN BOTTOM OF DEC( BOTTOM OF .0151 BOTTOM OF PUMA BOTTOM OF ITRISO CUT TO SLAT Fiero ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRNYIEIS UNLESS NOTED 000041 E 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 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 : CONTRACT WITH t4f� ALLIANCE REMODEL & CONSTRUCTION:' : T 5621 228TH ST E �' �^�► SPANAWAY, WA 98387 PROJECT MANAGER : GREG EDWARDS PHONE : 253-686-6277 FAX: SUPERINTENDENT: PHONE: FAX: lion Pomz.:s4 -01.6749 J C/y ( 11L. 4' CERTIFICATE OF COMPETFNCYSTAMP NTS JAN -7 2010 Tukwila Fire Z2 ari �fr SMITH FIRE SYSTEMS, INC. 013 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 928.2350 CARTER'S T.I. SOUTH CENTER SQUARE - BLDG'S' - STE 144 17250 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER PROJECT MGR DATE SHEET JOB NO. JOHN R. L. LUVAAS 01-07-10 1 OF 1 I TI10001 4,1o..-atgi Without Comments P.:.; Noted in Red The Attached Letter pan h' reviewed by The Tukwila Fire COfl b!,.leztio tor conformance with current City subject to errors and sf.IOns which &.')rt auttorize violations of adopted ::onciarcis and ordin;-inces. The responsibility for the of de' rests totally with the designer. deletions or revisions to these drawings after this date will void this acceptance and will reqUirelA resubmittal of revised drawings for subsequent aPproval.. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 5- I — —ID FUKWILA FIRE DEPART Please call: 675- 7 nd give this job No. Io —4S 00)— xfs 4oki exact address for shut. kiwri or rIstoration aDortumf. NOTICE Weld stamps must be inspected before pipe is hung. ao not• paint piping prior to hydrostatic test approval. I I ftI IP » 2" 12'-0" ,, 111111111111111111111111 0" 9' 42" Q-> H LF Pl' `CEIL 6'-3' T , L CEILING 14'-0" A.F.F. S TH K A.F.F. 2'-1 12" (E) COLUMN 10 > 14'-10" _.a__-4, -8" 1 3-711 '\\r\' E l � ( 2" -� 2" 2'' -777/7/77,77/7l/7/7< 7/; N . 1 7>_3" 0-91 G Ell_ WAX 1J 'DRYWALL` ING \I 9'-0" A.f.F. P1 2X1Y2" MT ALLY\ WALL ( B:i. 11 AY" EILING .F F. (0 0) 2 PP EL WAX OM L DRYWALL CE _CBA 1 i 9 i 2-10 �>_3» EESTROOM 1 DRYWALL CEILING LOWER LINE RAN IN MEZZANINE A INTERSTITIAL STO F Rc PA DRYWALL ,-ILING� 6 > „ F.F. CCN 2" RES] .00\1 2 DRYWALL CEILING 9'-0" A.F.F. PARTIAL PLA\ 1/4"=1'-0" 0 1 2 3 4 5 10 20 i / 0 0 r 0 0 r 0 i i i 0 /ii///r//i///i/rir////ii// HALF PIPE CEILING DRYWALL CEILING 14'-0" A.F.F. ///i///i///i//////////////i//////i//i/ (E) COLUMN 0•S 2" ll/ ' /7/777//%/1/� 2" 8'-0" 00 1 Vii; i// (E) SOFFIT 9'-0" A.F.F. 6" THK MEZZANINE T� DRYWALL CEILING 10'-0" A.F.F. //////////////////// .� — o. ,, r 2 2"I N 12 ..6, ArAiltrer#92r4/49" 462F 11111111111111111111111111 VEZ7A\I\E i I 2" , 2" 2" 2" CLEC PLAN '$ oo°° 0 0 0° 0 0 4 2" 2" 1 /4"= l'-0" 0 1 23 4 5 10 20 (E)BOTTOM ROOF JOINT 178'-2" A.F.F. ,(NEW)HALF PIPE CEILING Symbol Count 5'-4" ° Description Note 14'-7" 15 3/4" 11.2 SEMI—RECESSED PENDENT I —" 4 1/2" 5.6 SEMI—RECESSED PENDENT ADN Drop 19 = Total Number of Heads This Floor tr ° Ofr ,��r� 1 N a 1�1I -..- Wir _`__ . , •� I °: - 0 0 ° 0 0 ' 74'0" AF.F. (NEW)DR 1 l I A.F.F.CEILING 12'- 0" .F.F. (NEW)SOFFIT CEILING'41 ° 0 I ® _L_ �� r` , -� a�j�� - 0 1 10'-o" A.F.F. FLOOR LEVEL 4'-4" 2'-5" 12' 7" 2`-5' 4`-4" ° 0 ° 0 // // L/� I ST N G//48" -_,h // // 0 E EA a P-� // // _EL // C+) ;� // // �- // // LEVATIO1/4-"=1'-o" SCOPE OF WORK: \ VIEW 0 1 2345 10 BRIMSTONE FiRE SAFETY IS ADDING/RELOCATING (19) NINETEEN SPRINKLERS FOR THIS TI. BRIMSTONE IS ADDING (8) EIGHT K=11.2 PENDENT, (4) K=5.6 PENDENT, RELOCATING (7) SEVEN K=11.2 PENDENT. ALL EXISTING DROPS NEED TO BE CUT BACK FOR NEW HIGHER CEILING HEIGHT. Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 15 3/4" 11.2 SEMI—RECESSED PENDENT FLEX Drop 4 1/2" 5.6 SEMI—RECESSED PENDENT ADN Drop 19 = Total Number of Heads This Floor ® TYCO EC -11 PENDENT SPRINKLER, CHROME ESCUTCHEON, 155', ' ORIFICE, K=11.2, CHROME HEAD, TY5237, ON 48" FLEXHEAD • GLOBE PENDENT SPRINKLER, CHROME ESCUTCHEON, 155', I" ORIFICE, K=5.6, CHROME HEAD, GL5601, ON ADN ®AADDED K=11.2 PENDENT ®RRELOCATED K=11.2 PENDENT A• ADDED K=5.6 PENDENT • EXISTING K=5.6 ®EEXISTING K=11.2 PENDENT \ HANGER a MECHANICAL TEE ( EXISTING 1" OUTLET OR 1" 90 AT END OF NEW ARM OVER. BRANCH UNE RESTRAINT FOR NEW BRANCH UNE SOUTHCENTER PKWY 20 NOTE: THIS PROJECT INVOLVES ADDING AND RELOCATING SPRINKLERS TO MATCH EXISTING CONDITIONS, INCLUDING EXISTING K=11.2 EXTENDED COVERAGE PENDENT SPRINKLERS ON EXISTING 48" FLEX DROPS. STATIC PRESSURES ARE WELL IN EXCESS OF 100 PSI. HYDRAULIC CALCULATIONS ARE NOT PERFORMED. WIG BOULEVARD MINKLER BOULEVAR[ VICI \TY NAP A\3 NO SCALE <EY SLA\ NOTES: 1. THE FIRE SPRINKLER SYSTEM IS DESIGNED TO NFPA-13 (2016 EDITION) AND THE REQUIREMENTS OF THE CiTY OF TUKWILA FIRE DEPARTMENT. 2. BRIMSTONE FIRE SAFETY IS USING CHROME SEMI -RECESSED PENDENT SPRINKLERS AND BRASS UPRIGHT. 3. ALL DROPS AND ARM OVERS WILL BE SCH 40 STEEL PIPE. 4. ALL NEW HANGERS WILL BE C -CLAMP WITH RETAINING STRAP HANGED PER NFPA-13. 5. ALL CEILINGS WILL HAVE FLEXHEAD 48" FLEXIBLE DROPS TO MATCH EXISTING CONDITIONS. GRID CEILING STANDARD LENGTH NIPPLE AND GYB CEILING WILL HAVE AN ADN. 6. BRIMSTONE FIRE DOES NOT GUARANTEE THE PERFORMANCE, OR THE CODE COMPUANCE OF ANY EXISTING SPRINKLER SYSTEM EXCEPT FOR WORK PERFORMED DIRECTLY BY BRIMSTONE FIRE SAFETY. 7. ET IS THE OWNERS AND TENANTS RESPONSIBIUTY TO MAINTAIN A 40' MINIMUM TEMPERATURE WHERE WET TYPE SPRINKLER SYSTEMS ARE INSTALLED. 8. THE EXISTING SHELL SPRINKLER SYSTEM IS A GRID WITH AND 2" GRID ONES. BRIMSTONE WILL MATCH EXISTING CONDITION WITH ANY NEW WORK. 9. THIS IS AN EXISTING COMMERCIAL SPACE DESIGNED TO ORDINARY HAZARD, WiTH 16X16 EXTENDED COVERAGE SPRINKLERS. 10. THE TENANT IS A RETAIL SPACE DESIGNED TO ORDINARY HAZARD. 11. TENANT IMPROVEMENT SPRINKLER AREA +- 1900 SQ. FT. 12. THE DUSTING UPRIGHT SPRINKLER COVERAGE IS K=11.2 EXTENDED COVERAGE SPRINKLERS. THE EXISTING SALES FLOOR IS K=11.2 EXTENDED COVERAGE PENDENT. THE TYCO HEAD HAS A MINIMUM SPACING OF 8'-0" FOR UPRIGHTS AND 9'-0" FOR PENDENT. THE EXISTING RESTROOMS HEADS ARE K=5.6. 13. THE EXISTING DROPS ARE 1.25" FROM GRID UNE TO BOTTOM OF DROP, ALL ARM OVERS ARE 1" AND ALL FLEX DROPS ARE 48" FLEXHEAD WITH %" OUTLETS. EXCEPT THE DROPS TO THE K=5.6 HEADS, THEY ARE 1". 14. DESIGN INPUT BY REID SAARI°. C—CLAMP RETAINING STRAP 3/8" ATR RING HANGER PIPE HA\CES NO SCALE DETAIL SWD-20 SAMMY SIDEWINDER 2X6 WOOD TRUSS %8" ATR RING HANGER PIPE -A\GES DETAIL NO SCALE 0 Without Comments Si As Noted in Red }� Per The Attached Letter These plans have been reviewed by The Tukwila Fire '-revention Bureau for conformance with current City ^<ndards. Acceptance is subject to errors and Nsslons which cio not authorize violations of adopted • ilndards and ordinances, The responsi011ity for the . equacy of design :s totally with the designer. ,, ditlorl oeletions oI revisions to these drawings after his date . void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is sutject to field test and Inspection by The Tukwila Ewe Prevention Bureau. Date: 2 -A5--) °l By: , s TiUK A A FIRE DEPAR p"iv1ENT Please call 206-575-4407 and give this Fire Permit No. ici-8-oac1 and exxt oddre as for shut- down or restoration approval. O FEB O'7 2019 `WMW6FIRE '.'.— / SYMBOLS Description Symbol o' -o' Ceiling Height Elev. Below Top of Steel +o'o' Elev. Above Finished Floor Hydraulic Reference Pointe 0 Common Connection Point Denotes Hanger Location c Rise up or down Electrical Light OM) Room Hazard Classification Sprinkler Head Cage EXISi1NG SPRINKLER PIPE REVISIONS Drawing Title FIRE PROTECTION PLAN Project No. 19-1318 Drawn By REID SAARIO scale 1/4"=„1'._0" Date 02/13/2019 DWG Type SUBMITTAL DWG p®®aa®aasaaaaaaaeaaaa®aaaaaaae3 1 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Darin Syverson I 3135-0914-C Level3 11 Brimstone Fire Safety Management, L.L.0 $ BRIMSFS918K0 signature 6••ee-----.-emu sum •Naeeoer 0, 0 (V ,40 N ©I Expiro3 i 12131119 as se memim� TUKWILA,WA >- 0 z U Fp 1 OF 0 C4 J la CO =3 O E csi:0 = o° a3 W ZIG; N 4pa N dd L � N 1 TYPE FPLR CABLE ENTERING WALL ABOVE FALSE CEILING • t TYPE FPLR CABLE r!' ATTACHED TO THE CEILING STRUCTURE FALSE CEILING '. WALL -MOUNTED AUDIOVISUAL NOTIFICATION DEVICE WALL -MOUNTED MANUAL FIRE ALARM BOX F.F.L. SCALE - NOT TO SCALE TYPICAL MOUNTING OF WALL MOUNTED DEVICES PVC TYPE BACK BOX 80" MIN r• 42" MIN. - 50" MAX. Honeywell Online 1°ools For Fire • it I II II „ TYPE FPLR CABLE ATTACHED TO THE : CEILING STRUCTURE t \� - - CABLE TIED TOGETHER WITH CABLE CLIP I I 11 it LOCK NUT BACK BOX f 4!F/ /l/./ /Jo/r//1/I'1./►!/!// SCALE - NOT TO SCALE FALSE CEILING CEILING MOUNTED DEVICE TYPICAL MOUNTING OF CEILING MOUNTED DEVICES PREPARED BY Project NaTne : TE -1 Nail and Spa Project Code : Project Location : 17250 South Center Blvd, Tukw i , Was1iEn on, 98188 POWER SOURCE : NAC MODEL NIARIER : 5495 BRAND : SilentKoig t CLASS [3 24 \\''OTS DC POWER CIRCUIT: NAC Circuit l 3 Amps. 14 AWG 12 DE `ICES 24.8 I:1.0441 AMPS Ls -ED x.84 (1.882) \"OLT. CLE DROP 4 SCRL 15 0.043 30 _ _'it 23.080 PC2RL 75 50 :3. E59 2L667 L ..7,; 7'1}.1,)1.1 2.459 ' L.54ti• "I:F.h.194 PC RL 75 EkcirutneehanEc l 0A43 10 PC2RL 75 22.181 L.11/ 12 SCRL 75 Voltage Drop 1.157 L582 3.000 4.773 LEGEND SYMBOL DEVICE MANUFACTURER MODEL NOTES QTY FACP DEVICE ACTIVATION FIRE ALA RM CONTROL PANEL SILENT KNIGHT IFP -1000 EXISTING 0 POWER SUPPLY PROBLEMS (PRIMARY, TROUBLE, AND SECONDARY) OPEN WIRE OR GROUND IN ANY SUPERVISED CIRCUIT FAC ACTIVATION OF ALARM SILENCE SWITCH FIRE ALARM COMMUNICATOR ACTIVATION OF HOOD SUPPRESSION SYSTEM (IN ZONE OF ALARM) 0 SYSTEM RESPONSE FAA FIRE ALARM ANNUNCIATOR WHEN MOUNTED OUTSIDE USE STI -7520 -HTR TYPE 4X ENCLOSURE 0 t• F JK MANUAL PULL STATION LMN DP -PULL -SA 0 1 WF ROW DETECTOR 0 \ / / \ 15 STROBE(WALL-MOUNTED) SYSTEM SENSOR SRL 8 n( 15 STROBE(CELING-MOUNT®) SYSTEM SENSOR SCRL 3 2�1 15 . )-k W HORWSTROBE(WALL-MOUNTED) SYSTEM SBNSOB P2RL 1 n�. 15 8. c 3 HORN/STROBE (CEILING MOUNTED) SYSTEMSHNSOR PC2RL 6 gv BELL 0 S SMOKE DETECTOR SILENT KNIGHT IDRPHOTO EXISTING 1 0 0 HEAT DETECTOR 0 €1). 0 ADDRESSABLE INPUT MODULE 0 5 REPORT TROUBLE SIGNAL TO MONITORING SERVICE ADDRESSABLE OUTPUT MODULE 0 F LOW FREQUENCY SOUNDER 0 VS 6 VALVE SUPERVISORY SWITCH 0 NAC NOTIFICATION CIRCUIT EXTENDER SILENT KNIGHT 5499 } 1 "AA- END OF LINE RESISTOR 6 7 DISABLE AUDIOMSUAL APPLIANCES 4 • • — — — - • SLC CICRCUfT HONEYWELL GENESIS 18/2 FPLR NOTIFICATION CIRCUIT HONEYWELL GENESIS 14/2 RIR DATA CIRCUIT HONEYWELL GENESIS 18/4 FPLR *REFER TO NFPA 170 FOR ADDITIONAL SUBSCRIPTS THIS LEGEND IS FOR GENERAL REFERENCE PURPOSES ONLY. DEVICES LISTED HERE MAY NOT EXIST WITHIN THE SCOPE OF THE WORK. REFER TO ACCOMPANYING ••. ��,►: • .:► 41 ►, r► , •t. 41 , SUMMARY OF CONNECTIONS NAC IFACP• — — — - I _ SLC 18/2 FPLR x2x2 x4 x4 75 15 15 75 i r • NAC1 14/2 FPLR x GENERAL FIRE ALARM SEQUENCE OF EVENTS MATRIX o INDICATES ACTION WILL CAUSE SPECIFIC RESULTS NICET CERTIFIED ENGINEER INFO: ENGINEER: DEVIN DEDMAN COMPANY: CASCADIA ELECTRICAL SOLUTIONS LLC ADDRESS: 15226 20TH PL W LYNNWOOD, WA 98087 PHONE NUMBER: 360-640-2922 NICET INFORMATION: FIRE PROTECTION ENGINEERING TECHNOLOGY FIRE ALARM SYSTEMS #147961 LEVEL III SIGNATURE BLOCK SHEET TITLE: FIRE ALARM REFERENCE INDICATES ACTION WILL NOT CAUSE SPECIFIC RESULTS ACTIONS DEVICE ACTIVATION ACTIVATION OF ANY MANUAL PULL STATION (IN ZONE OF ALARM) ACTIVATION OF ANY AREA SMOKE SENSOR (IN ZONE OF ALARM) ACTIVATION OF FIRE SPRINKLER WATER FLOW SWITCH (IN ZONE OF ALARM) ACTIVATION OF FIRE SPRINKLER TAMPER SWITCH POWER SUPPLY PROBLEMS (PRIMARY, TROUBLE, AND SECONDARY) OPEN WIRE OR GROUND IN ANY SUPERVISED CIRCUIT LOSS OF PRIMARY POWER ACTIVATION OF ALARM SILENCE SWITCH ACTIVATION OF HVAC DUCT DETECTORS ACTIVATION OF HOOD SUPPRESSION SYSTEM (IN ZONE OF ALARM) SYSTEM RESPONSE ABCDEFGH I JK LMN 1 ACTIVATE ZONE COMBINATION HORN/STROBES & STROBES 2 ACTIVATE SYSTEM01 TROUBLE 0 0 0 0 2 3 RECORD EVENTS IN THE SYSTEM MEMORY 3 4 REPORT ALARM SIGNAL TO MONITORING SERVICE 0 0 0 0 4 5 REPORT TROUBLE SIGNAL TO MONITORING SERVICE 5 6 REPORT SUPERVISORY SIGNAL TO MONITORING SERVICE 6 7 DISABLE AUDIOMSUAL APPLIANCES 7 8 9 9 10 10 11 11 12 l,rta..: wm:��C SYSTEM RESPONSE .+.U.:4 S{ m:,.,�o-.h .. 4:-.d�., .,J.J.a4.1,1A.£A ...,.�.h.i„R.,•..._,.x2mm. tArtlen.. A, ,.. +s....t.._,...--.... ABCDEFGH I JK LMN 12 v,. LOCATION OF WORK 0 Without Comments As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire I -r evention Bureau for conformance with current City :171ndards. Acceptance is subject to errors and nissions which do not authorize violations of adopted • :,ndards and ordinances. The responsibility for the f“uequacy of design rests totally with the designer. Additions, deletions ori:;visiors 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: (-).q -1 1 By: Alikr-t S. I TUMILA FIRE DEPARTMENT Please call 206-575-4407 and - give this Eire Permit No. and exact address for shut rtr restoration eiaDroval. PAID JA i I. 2019 TUKWILA FIRE GG CASCADIA E ELECTRICAL SOLUTIONS CASCADIA CASCADIA ELECTRICAL SOLUTIONS LLC 15226 20th PI W Lynnwood, WA 98087 425.493.3604 Design Contact: Devin Dedman 360.640.2922 devin@cascadia-solutions.com TH NAIL BAR & SPA 17250 SOUTH CENTER PKWY SUITE #140 TUKWILA, WA 98188 DRAWN BY: EMK CHECKED BY: DJD REV: DATE: NICET CERTIFIED ENGINEER INFO: ENGINEER: DEVIN DEDMAN COMPANY: CASCADIA ELECTRICAL SOLUTIONS LLC ADDRESS: 15226 20TH PL W LYNNWOOD, WA 98087 PHONE NUMBER: 360-640-2922 NICET INFORMATION: FIRE PROTECTION ENGINEERING TECHNOLOGY FIRE ALARM SYSTEMS #147961 LEVEL III SIGNATURE BLOCK SHEET TITLE: FIRE ALARM REFERENCE FA1 DATE: 01/15/2019 014/ jd>S <i ezy EOL LOCATED IN NEXT SUITE FIRE ALARM CONTROL ROOM (ALL DEVICES EXISTING) c`') N. cc 0o 0 MAIN ENTRANCE 2' 3' 12'-6" • • • • • • • • • • BAR M,N'I STATION 1 r) • WAITING ARA PEDICURE SALON (E) COLUMN WAX ROOM 1 IL 751;; ,1 (S - -- SLC -- -- .———--———--— — — ---— ' 1 FACPt NAC I-41-........................-------J--- SCALE: 1/4" = 1'-0" 0' 2' 4' 8' REST ROOM Foe r REST ROOM D 7,-5' MAIN FLOOR LAYOUT 1 CV 00 • 26'-9" -- i (E) COLUMN REF MW STORAGE ----------------- ------------ 132 SF. 15 • 10' CEILING HEIGHT DN w tit ce 0 aU wO 13'-2" SCALE: 1/4" = 1'-0" 0' 2' 4' 8' 4'-11" 71-50 MEZZANINE LAYOUT (-1 U CASCADIA ESELECTRICAL SOLUTIONS CASCADIA ELECTRICAL SOLUTIONS LLC 15226 20th PI W Lynnwood, WA 98087 425.493.3604 Design Contact: Devin Dedman 360.640.2922 devin@cascadia-solutions.com TH NAIL BAR & SPA 17250 SOUTH CENTER PKWY SUITE #140 TUKWILA, WA 98188 DRAWN BY: E M K CHECKED BY: DJD REV: DATE: NICET CERTIFIED ENGINEER INFO: ENGINEER: DEVIN DEDMAN COMPANY: CASCADIA ELECTRICAL SOLUTIONS LLC ADDRESS: 15226 20TH PL W LYNNWOOD, WA 98087 PHONE NUMBER: 360-640-2922 NICET INFORMATION: FIRE PROTECTION ENGINEERING TECHNOLOGY FIRE ALARM SYSTEMS #147961 LEVEL III SIGNATURE BLOCK . SHEET TITLE: FIRE ALARM LAYOUT FA2 DATE: 01/15/2019 AFCON #810 CEIUNG PLATE (4) #10 X3/4' SHEET METAL SCREWS HANGER 'CF' RING HANGER NEW STRAP ON EXISTING BRANCH UNE NEW 1(0-3) UNO � / 8 NEW 1.90°L r7 r Alli 1 Taillsonnew 1' DROP / PER PLAN NEW 1.90°_ NEW INSTITUTIONAL FLEX DROP 48' LENGTH UNO ON PLAN NTS NEW SSP SPRINKLER - FLEX DROP DETAIL '50' ( *USE 1,25" PIPE & FITTINGS FOR EC SSP1S WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RETAIL 3980 36 TOTAL.: 3980 36 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 525.10 GPM AT 122.5 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 775.10 GPM AT 128.9 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) HANGER LEGEND iv o 5) 5) N 10 HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 525.10 GPM AT 122.5 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) \ HASS FILE: ALFRED BRIDAL • IICGI]IV f 1_:I119�J 11 al 'Iq 99 ITtiiiP I9'f Ng C.H. 1 •'-0' Without Co }1titelt, Au Noted In !tied PE The Attached Letter i nese piarts h8ve ben reviewed by The Tukwila Fire Fri vention B.uneau for conformance with current city tr+1s. meptance is subi 't to errors and X11 Wh/ch do not authorise violations of adopted �r(:t Lind ordinances. The. responsibittly for the :y cf desi n r. t totally with the designer. drAitioils or revisions to the,se drawings atter Wilt void this,acceptance and will require a :rli�i)1of revised drawings for subsequent approval. ;ccepxance is subject to field test and inspection b‘ i ukwiia Fire Prevention Bureau. • „Dti.' _l -),-C-7-0-2' By: �r ■■■■■■pili■ ■iIiii■■ a ■■■■■ImP6I.. ■■■■ ■■ ■ ■i■■ 1 $1' r� ! II s isJ 14":11 --�■ ! try, i-� .H. 947 . _ _.. Ilm 1i7 Wi ■■■■ 4 NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ■ in �� Q , ■ 1111I TII _I___ j ■ llllil�l�!ll I idlll�ll 1 'IIIm id,� BUILDING RISER FOR REFERENCE ONLY NTS WALL LEGEND -1�1■® aac:1N- -■® � 'T�1 � 91 9 •) S ���1'IIIIIII1111.111 1111111111,11111'11111' I!1 111IIIII',I IICIIII11Ill II JII1 l II II„I a 1�1 I1 IIt-I '1111I� vS4 SS S 445- 4S 6_S i4 J FULL HEIGHT WALL TO CEILING PARTIAL HEIGHT WALL SPRINKLER LEGEND 13-' S -A IIIIIIIII VIIIA III 1111a :I11II111111I111I11 11 L 1 L 'I I I_ i. I Till 1 333=3�ti.'-�iik 0 �3333333�333= 333 N SPRINKLER PLAN IT O 4 8 SCALE 1/4'=1'-0' FITTER NOTES O 1. ALL FLEXDROPS TO BE INSTALLED PER DETAIL '50' UNO. 2. ALL HANGERS TO BE'6Cr, UNO. ?ABBREVIATIONS SYMBOL LEGEND REVISIONS it © © R mT% 2186 040 GENERAL NOTES 77,75-6 56 , -*2,5 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-705 OR BETTER PIPE S IZE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED OP WATER/Fre IN ONLONN 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAN END, POLISHED 2.053 0.044 11/4 40 0.140 1.380 ROLL GROOVED. POLISHED, PLAIN ENO (FIX1 BUTT WEIDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GR00VE0, POLISHED, PLAN END (FOR BUR WELONO) 2.448 0.125 2 EDDY FLOW 0.083 2.228 ROLL GROOVED, POLISHED, PLAN HND (FCR BUR WE1DN0) 3.458 0.202 21/2 EDDY FLOW 0.083 2.729 ROLL OROOVE0, PLAIN END (FOR BUR warm) 4.734 0.303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END (FOR ear mantra) 6.528 0.458 4 EDDY FLOW 0.101 4.318 ROLL GROOVED, PLAIN END (FOR BUTT WEIDNG) 9927 0.773 5 10 0.134 5155 ROLL GROOVED, PLAIN END (FOR BUR WEIDNG) 17.300 1.144 8 10 0.134 8.357 001.1. GROOVED, PLAIN END (FOR BUR WELDING) 23.030 1.649 8 10 0.188 8249 ROLL GROOVED, PLAIN END (FOR BUR WELDN0) 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 ALFRED ANGELO BRIDAL SHOP T.I. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH LINES 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 CEILING TILES WILL BE CENTERED IN THE HALF OR QUARTER POINTS OF THE TILES. EXCLUSIONS: 1. PAINTING OF PIPE. 2. ADDITIONAL UPRIGHT SPRINKLERS FOR FULL HEIGHT WALLS BEYOND WHAT IS INDICATED ON THIS PLAN. RHWt1LA ?FIRE DEPARTME> 4 Please call: 575.4407 and give this job No.0 -S�$ � 3. REPLACEMENT OF PAINTED,DAMAGED, OR CORRODED SPRINKLERS.and exact address for shut. -lloWn :or restoration apr:lrov 4. ELECTRICAL OR ALARM WORK OF ANY KIND. 5. REPAIRS OR MODIFICATIONS TO THE EXISTING SYSTEM BEYOND THE SCOPE DESCRIBED ABOVE. B. 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: 2007 EDITION AND THE CRY OF TUKWILA RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. PIPING / FITTING LEGEND 2286 2285 16 i:O R 2286 Is ® Is a2186-^� fQ ax ¢4 a ; 2286 18 0186 N EXISTING 1.5' SPRINKLER PIPE NEW SPRINKLER PIPE S NEW 1.5' X 1' STRAP TEE • NEW 1/2'PWG ALFRED ANGELO BRIDAL SHOP TT 8_1r (® 14 2284 T a O ax 11.6 ®0 a 331 2 2 81.0 a R 3$ FILA n 0„_ 0 cr e 0 ewe ED EXISTING SPRINKLER PLAN FOR REFERENCE ONLY SYM MANUFACTURER S.I.N. TYPE MODEL 111.11,61 SUL EXISTING UNCHANGED SSU F1 ( NEW RELIABLE R1715 REC SSP F1 CHR CHR 112' 1/2' 155° 19 RELIABLE R7216 EC REC SSP J112 CHR CHR 11.2K 3/4' 155° 17 AR ABOVE WASHED FLOOR 3128 BOTTOM OF SENA BOO BOTTOM OF 000( 5:71 BOTTOM OF JOST �P BOTTOM OF RAM 571 BOTTOM OF TRUSS CUT 10 BU0 FIELD ORDER 1850E FACE OF WNL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS MESS NOTED 008N4SE FP .Y WOW MAO 88(1 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 HYDRAUUC CALCULATION NODE FLEXIBLE COUPLING NO. DATE BY REASON FOR REVISION 11/24/08 PS HVDRUAUC CALCULATION REVISIONS PER CRY OF TUKWILA NTS CONTRACT WITH WIG PROPERTIES 4811 134TH PLACE SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 FAX : SUPERINTENDENT: PHONE: FAX: g GATE VN.VE ALFRED ANGELO BRIDAL SHOP TI 5fr SMITH FIRE SYSTEMS, INC, 1108 541h AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: (253) 926-1880 FAX: (253) 926-2350 AFLRED ANGELO BRIDAL SHOP @ SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER I DATE I SHEET I JOB NO. VIEW A -A TOLCO FIGURE 65 TOP BEAM CLAMP (INVERTED) 3/8" LOCK NUT (REQ'D) `�— 3/8" ALL THREAD ROD FIG. 69 RETAINING STRAP HANGER RING -��TOLCO FIG. 200 HANGER TYPE D NTS 1!\ \ RIGID INSULATION PAN DECKING SAMMY SWIVEL X -PRESS 111111 MODEL SXP 20 � 3/8" ALL THREAD ROD HANGER RING TOLCO FIG. 200 HANGER TYPE SX NTS 1% X 1 MECHANICAL TEE NIPPLE (VARIES) 1/2" X (VARIES) BRAIDED HOSE - VICTAULIC AH2411, FLEX BRACKET VICTAULIC AB2 (INTO ACT OR GWB) 1/2" QR SSP FLEXIBLE DROP Table 9.2.2,1(a) Maximum Distance Between Hangers (ft -in.) Nominal Pipe Size (in.) Y4 1 111 11/2 2 2' 3 31 4 5 6 8 Steel pipe except threaded llghtwall Threaded lightiv>all steel: pipe Copper tube CPV( Ductile -iron pipe - NA. NA 8-() 5-6 NA 12-0 12-0 15-0 15-0 15-0 • 15-0 15-0: 15-0 15-0' 15-0: I54) 12-() 12-0 12-0 12-0 12-0 12-0: NA . NA . NA NA 'NA 8-0 10-0 10-0 12-0 12-0. 12-0 15-0 15-0 15-0 15-0 15-0 6-0 6-6 7-0 8-0 0-0 10-0 NA NA NA. NA NA. . NA NA. NA NA. N 15:0 NA 15-0 NA 15-0 154). NA:. Not applicable. ,PENDENT LIGHT FIXTURE NTS RECESSED LIGHT FIXTURE 1/2" X (VARIES) BRAIDED HOSE - VICTAULIC AH2 FLEX BRACKET VICTAULIC AB2 (INTO ACTOR GWB) 11/2 X 1 MECHANICAL TEE 1/2" OR SSP FLEXIBLE DROP NTS NON-COMBUSTIBLE CONCEALED BLIND SPACE ABOVE; NO A.S. REQUIRED. SCOPE OF WORK: ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CUT LENGTH EXCEPT RISER DIMENSIONS AND MAINS, WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA 13 (2019). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA 13 (2019). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA 13 (2019). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA 13 AND THE CITY OF TUKWILA. 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA 13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA 13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS UNLESS NOTED OTHERWISE. XH 2. ALL SPRINKLERS TO BE INSTALLED ON FLEEADS. 3. SPRINKLERS ARE REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER IF WATER PRESSURE IS GREATER THAN 100PSI. 5. TYPICAL HANGER TO BE A SAMMY SWIVEL X -PRESS (UNLESS NOTED OTHERWISE), 6. MAX SQ FT PER PENDENT SPRINKLER / PER CITY OF TUKWILA = 130 SQ FT (ORDINARY HAZARD). /I , / t i /// / / i // %/// // `Itti I UNIVERSAL CARE ROO I I - 105 : \ NOT IN SCOPE ..RESTROOM 2:.i ., ELECTRICAL room .:i 600S137-33 10".oc /,/ 0REFLECTED CEILING / PIPING .PLAN SCALE: 1/4" =1'-0" ( NOT/IN SCOPE Fire Permit Number J6/ -S -)3C To schedule ipciions call 206-575-4407 WALL LEGEND: = EXISTING WALL CONSTRUCTION = NEW WALL CONSTRUCTION SPRINKLER PIPE LEGEND: EXISTING SPRINKLER PIPE /7f jW/z = EXISTING SPRINKLER PIPE TO BE REMOVED = NEW SPRINKLER PIPE = NEW FLEXIBLE SPRINKLER DROP SPRINKLER LEGEND: = EXISTING PENDENT SPRINKLER TO BE PLUGGED A ADD NEW PENDENT SPRINKLER R = RELOCATE PENDENT SPRINKLER = SPRINKLER TO BE PLUGGED D Without Comments ID As Noted in Red TZP Per The Attached Letter =hese plans have been reviewed by The Tukwila Fire -'ention Bureau for conformance with current City ..;~dards. Acceptanu: is subject to errors and : fissions which do not ::wthorize violations of adopted andards and ordinances The responsibility for the Idequacy of design te'.i s totally with the designer, ridditions, deietioi;E r:ivisions to these drawings after this date will void ti`:';: :::eptance and will require a resubmittal of revised ::ii -«wings for subsequent approval. Final acceptance is/00:1,%i: to field test and inspection by The Tukwila; Fire Pr Ven ion n. DateBy: ARFA71:)" WORK - RISER ROOM L'ed Bahl B2:jord Rtjiiv[4 r+iovdstrom Rack Scuthcenter Squ., VICINITY MAP SCALE: NTS ta'm Sc? 20 2019 mUK YLA FRF �2ai 3d�0 WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 www.firesprinklersinc.com DRAWN BY: J Zessin REVIEWED BY: GM DATE: 09/19/2019 SCALE: As Noted AHJ: City of Tukwila REVISIONS: DESCRIPTION REV # DATE BY STAMP: •ea moo ------------0---7 I WNIMGTpN aT6� RIRSTUG_�Ip O� 1p , C ZION SPRINKLIR BYOTEMB Brett A. Morrison Fire 9047 -1001 -CG Level 3 Sprinklers Incorporated cr S j938 I r IMO ----- -�,---------J co N N a 0 w 0 C) w co z U - w 0 IL N 0 0 In Q LL U, w IL I— w w 0 w z 0 a co w v CS 0 IL 0 0 TOTAL THIS PROJET ZOOM + CARE SOUTHCENTER 00 00 00 IH CONTRACT WITH Ferris -Turney GC 118 N 35th Street/PO Box 31109 Seattle, WA 98103 P.M. Tom Bennett 425.623.7035 DRAWING SYMBOLS —a- FLEXIBLE GROOVED COUPLING - WELDED PIPE TAG --0-- RIGID GROOVED O- BRANCHLINE COUPLING NUMBER --,L PIPE HANGER (SEE CHART) 1- SEISMIC BRACE O- HYDRAULIC NODE. 9-0 PIPE SIZE & LENGTH (CUT) *10'-10" FF - ELEVATION DATUM * 0'-10" TS - CENTERLINEOF PIPE TO DECK HANGER LEGEND SX SAMMY X -PRESS D TOP BEAM CLAMP W/ RETAINER STRAP ( JOB NUMBER: 4439 SHEET NUMBER: FP1of1 1 r 1 FINISHED FLOOR -N,‘, 2 rn Z CO LENS r EXISTING RISER AIR DIFFUSER 3'-0'MW. SMOKE DETECTOR CEILING ACCEPTED_/" HERE NEVER HERE 0'-4" MIN. WALL MOUNTED -/ SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. I- 1 SPACING DETAILS nEL10lE A'IUNSATOR TO CENTRAL STATION 'NYI M5K;n #16/4 PHONE LINE #1 FACP Rita Op IFF -i 00 PHONE LINE #2 --- 120 VAC ; IDEOCATMCKi) CATM UAL DIALER SLG NAC -1 #16/2 NAC -2 1a BELL EOL .202ma .031 ma 30cd 15cd 15od I NAG -3 .094ma .066ma NAC -4 Ft "FK.I -;]NAG -5 YVlffi .111J rix IFIPORTAPIT 110 tCE 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. 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. 3 14/2 15cd .066ma © © © © © © © © © © © © © © 30cd .066ma 75cd .107ma FIRE ALARM SIGNAL EXPANDER #1 120 VAC S EELI NEL cx7�c�e:aa NAG -1 75cd .158ma .176ma 115cd I NAC -2 3a .094ma " 115cd .218ma 115cd I NAG -3 .218ma 115cd .218ma 185cd I NAC -4 tJi F RE ALAfEl SIGNAL EXPANDER N2 120 VACPEUOATED (WI) QED I NAC -1 NAC -2 14/2 NAC -3 .107ma EOL M DD MUA-1 115cd 115cd EOL .218ma .218ma 115cd .218ma 185cd .297ma 185cd a .297ma 75cd 115cd .218ma 185cd a .297ma .297ma 185cd i 1 EOL .297ma 30cd 15cd 75cd .218ma 185cd EOL .297ma 15cd M DD AC -2 75cd .176ma M DO AC -1 15cd El .066ma 75CR 115cd 15cd E3.4 O O Oil Ot © O-41 M DD AC -3 75cd IxfvEOL .176ma .176mA .094mA .066mA .176mA .066mA .176mA .218mA .079mA 110cd 110cd 185cd 185cd 30cd 15cd 15cd 110cd 30cd 4© 4 4 O-4 O D .212ma .212ma .297ma .297ma .107mA .066mA .066mA .212ma .107ma r4 .� 1.1 IL tof F HE ALARM SIGNAL EXPANDERfl3 120 VAC S `�U:GA7r1; p i ) I NAC -1 14/2 30cd 30cd 15cd INAG2 NAC -3 D O O 15cd 95cd O a a EOL .107ma .094mA .066mA .066mA .194ma .194ma 15cd 15cd Edi 110cd EOL .066mA .066mA .107ma .212ma O ©' 75cd 15cd 75cd 15cd 15cd 75cd 15cd I NAC -4 EOL EOL 15cd 30cd 75cd 4 • 04 • • © © • • • ICI CIDo CM I AC -4 EOLI 176ma .066ma .176mA .066ma .066ma .176ma .079ma .066ma .094ma .158ma 1 110cd 15cd 14/2 L202ma .079ma 15cd 15cd 110cd 110cd • • © EOL .066ma .066ma .212ma .212ma L FIRE ALARM RISER J 5'-0" MAX. 0 FINISHED FLOOR 2 E FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLR NOTIFICATION CIRCUIT WIRING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE MOUNTING 0 CEILING MOUNTED HORN -STROBE 4 PC2R SYSTEM SENSOR 0.000 0 CEILING MOUNTED STROBE 2 SCR SYSTEM SENSOR 19.77 FIRE ALARM LEGEND --7 -r II It L 110cd FSE -4 Y'( EKT- OL L B SOFFITT 1 1 3/4 HEIGHT WALLS J r_ 110cd TO FSE -3 CKT-4 B 1 u r Q -B Q- B 3/4 HE'GHT WALLS 5Cd ,1 h N FIRE ALARM PLAN CD 0 8 16 SCALE 1/8"=1'-0" 5499 Power Expander Calculations Panel ID: Location: 5499(1) RISER ROOM - Global Project Values. Project Name: Project ID: Prepared By: Date: 'ALFRED ANGELO BRIDAL SHOE# FA8130 ARLO HAMEL 12/2/2008 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Warning Threshold % : 1 Model: Silent Knight 5499 Power Expander Volts: 24 VDC 24 5 1.2 10 Max Circuit Current: 3 Amps Max Panel Current: 9 Amps Ckt.# Circuit Name Current Draw Standby Alarm Wire AWG & Tvoe Ohms Per Length(ft) Actual Volts @ %Drop 1000 Ft. One -Way Ohms EOL 1 5499(1) Circuit 1 ### 0.000 0.721 #14 Solid 2.52 158 0.80 19.83 2.81% 2 5499(1) Circuit 2 INN 0.000 0.451 #14 Solid 2.52 278 1.40 19.77 3.10% 3 5499(1) Circuit 3 ### 0.000 0.880 #14 Solid 2.52 185 0.93 19.58 4.02% 4 5499(1) Circuit 4 ### 0.000 0.847 #14 Solid 2.52 205 1.03 19.52 4.29% Aux 5499(1) Aux Power Out ### 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% 5499 5499 Power Expander - 0.075 0.205 2.899 (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 3.104 Total Alarm Current (Amps) pera4lre of 72 degrees F. Because of wire no differential was made. Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required, 1.800 1 0.259 Total Alarm AH Required Total Combined AH Required 2.06 Wire resistances are based upon an ambient tem p the minimal difference between solid and stranded Multiply By The Deratinq Factor 1.20 Minimum Battery AmpHours Required 2.47 Project Information r Circuit Configuration Project Name: ALFRED ANGELO BRIDAL SHOP Prepared By: ARLO HAMEL Project ID: FA8130 Date: 12/2/2008 Ckt. Number: 1 Ckt. Name: 5499(1) Circuit 1 Panel ID: 5499(1) Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 PC2R/30 0.000 0.107 0.000 0.107 1 SR/30 0.000 0.094 0.000 0.094 2 SR/15 0.000 0.066 0.000 0.132 2 PC2R/95 0.000 0.194 0.000 0.388 1 SCR/30, P2R/75 0.027 0.000 0.000 Totals 0.000 0.721 Ckt. Number: 2 Ckt. Name: 5499(1) Circuit 2 Panel ID: 5499(1) Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 SR/15 0.000 0.066 0.000 0.132 1 PC2R/30 0.000 0.107 0.000 0.107 1 PC2R/110 0.000 0.212 0.000 0.212 1 Unused 0.000 0.000 0.000 0.000 1 SCR/30, P2R/75 0.027 0.000 0.000 Totals 0.000 0.451 Ckt. Number: 3 Ckt. Name: 5499(1) Circuit 3 Panel ID: 5499(1) Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 PC2R/75 0.000 0.176 0.000 0.352 4 SCR/15 0.000 0.066 0.000 0.264 1 SCR/75 0.000 0.158 0.000 0.158 1 PC2R/15 0.000 0.079 0.000 0.079 1 SCR/30, P2R/75 0.027 0.000 0.027 Totals 0.000 0.880 Ckt. Number: 4 Ckt. Name: 5499(1) Circuit 4 Panel ID: 5499(1) Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 PC2R/110 0.000 0.212 0.000 0.636 2 SCR/15 0.000 0.066 0.000 0.132 1 PC2R/15 0.000 0.079 0.000 0.079 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.847 FIRE ALARM CALC 0 0 O 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 31/2 FT. AND NOT MORE THAN 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 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. PTED Without CcJirimerits k; Noted 111 Per The ; Letter r- _ ; ; ' i1.3x,r by The Tukwila Fire • B5i.; a l < , : , 1;1 current city t 1 L „ ,iyls and of, adopted ,sibll.yfor the s designer. drawings after 111 d , ', t WIC/ will require a ;, tihiniti ?i of 1 f1TL':c1 ch-i..fwirl,ySi tot subsequent approval. incl ...ubt ct to field test and inspection b� The Tukwila (-110 Piu.v ration Bureau. ''date: / & -� -Oa By: AIM :C1 t urc.W1LA FIRE DEPART ? Please call: 575.4407, I and give this job WORK AREA -- •, No. i 8 araj exact address for shut. ! ,own or restoration approval: SITE PLAN N.T.S. 7 kr Q f J FILE COPY PAID ' DEC -3 2008 Tukwila Fire REVISIONS DESCRIPTION 03 d z CONTRACT WITH w Z 0 c OR Z 0 mu) -zZS' wozzQ U- WNa �M� PROJECT MANAGER : MIKE WEFLEN PHONE : 509-953-2631 w O i2 LL. J o co C./ CON = < 0) Ijj Qarn 0)0OoW _0 V CC UCC z111 FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 CO 0T OW V) 0 J(/) 0 CC 0 CC�•ifY T c, Ozcog2 T CD O O) 3 0o� W -w Lo ! cccc CL DESIGNER: ARLO HAMEL DATE: 12/01/08 AHJ TUKWILA JOB # FA8130 SHEET # FA 1 OF 1 EXISTING RISER TO CENTRAL STATION REMOTE ANNUNCIATOR MODEL Dnacoo 711jcod P #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC c, (DEDICATED CKT.) FACP % Farenhyr FP -100 LLINEL DIALER SLC NAC -1 #16/2 NAC -2 NAC -3 El El 1121 1121 El I a o 101 I: I Ell 110cd El .202ma 30cd a .094ma BELL EQ EOL .031 ma 15cd .066ma NAC -4 j -CTASILENT NAC -5 KNIGHT BATTERY BATTERY 12V -12N1 i 12V.12AH #14/2 15cd 15cd IM .066ma .066ma 30cd 75cd .107ma FIRE ALARM SIGNAL EXPANDER #1 120 VAC i (DEDICATED CKT.) u r_;v r KNIGHT MODEL 5499 NAC -1 I © © © © © © o CI CI 13 El CI CI 0 CI El El El 1:1 75cd .158ma M 30cd .176ma 115cd NAC -2 .094ma 30cd © EOL .107ma 115cd 115cd .218ma 115cd NAC -3 .218ma 115cd .218ma 185cd NAC -4 115cd Hv EOL .218ma .218ma 115cd .218ma 185cd .297ma 185cd BATTERY BATTERY 12V-7AH 12V-7AH FIRE ALARM SIGNAL EXPANDER #2 120 VAC r (DEDICATED CKT.) :ee;Jr KNK,NI MODEL 5499 NAC -1 NAC -2 .297ma #14/2 115cd .218ma 185cd .297ma 185cd EOL .297ma 75cd 30cd 15cd a .297ma 75cd .218ma 185cd EOL .297ma 15cd 75cd .176ma 75cd 15cd .066ma 115cd 15cd 75cd CC .176ma E< E a EOL .176mA .094mA .066mA .176mA .066mA .176mA .218mA .079mA NAC -3 NAC -4 rni. BATTERY 12V -TAH BATTERY 12V-7AH FIRE ALARM SIGNAL EXPANDER #3 120 VAC r (DEDICATED CKT.) ) :/LENT KN!Gttr MODEL 549 NAC -1 #14/2 30cd 30cd 15cd 15cd 95cd 95cd NAC -2 4 4 .107ma .094mA .066mA .066mA .194ma .194ma NAC -3 NAC -4 BATTERY 12V-7AH BATTERY 12V -TAH # 14/2 FIRE ALARM RISER EOL EOL J 2 (0 01 FINISHED FLOOR �\ FLAG NOTES: E>. EXISTING DEVICE SALES RESTROOM 1041 15cd �-- L RESTROOM 1 104 I 15cd IMILi HALL 11031 30cd 95cd FSE -3 H CKT-1 EOL Q.B H 95cd AIR DIFFUSER 0'-4" MIN. CEILING 11 I 0'-3" MIN. SMOKE DETECTOR ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. Z_ 1 0 r� SPACING DETAILS CEILING 5-0" MAX. _ 0 FINISHED FLOOR •ii 30cd OFFICE 1 102 I B FSE -4 FIRE ALARM PLAN N Global Project ValuesPAY. ProjectName:;ILESS SHOES Project ID: Prepared By: _. ate:' IFA8034 ISCOTTJERKE 12/20/2008 1 Standby Hours:1 Alarm M(ns:I rating Factor,' 1.2 Voltage DropVVaming;; Threshold % 10 5999 (1) Configure 5499(s), Print 5499 Detail Command Shortcuts Print Circuits Detail Edit Device Database Panel ID: Location: `. 15499(1) (CORRIDOR Model: Silent Knight 5499 Power Expander Volts:24 VDC Max Circuit Current: "3 Amps Max Panel Current: 9 Amps Ckt Circuit Name S Current Draw andby., Alarm AW( &Type Ohms Per ' Length(ft) Actual Volts'@; 1000 Ft. One -Way. Ohms' - EOL' %Drop 5499(1) Circuit 1 efg. 158 0.80 5499(1) Circuit 2 cfg. 0.000 0.000 5499(1) Circuit 3 cfg. 0.000 2.52 0.00 2.52 0.00 5499(1) Circuit 4 cfg. 5499(1) Aux Power Out cfg. 5499 5499 Pow Expander Total Standby Current (Amps) #14soTd 21' 12.52 i X0,00 0.000 #14sold . :2.52 0.00 0.075 0.205 0.721 (Amps) Total Output Power Requi 0.075 ;: 0.926 Total Alarm Current (Amps) 0.000 0.000 0.000 tandby Til In Hours Total Standby AH Requi 24' 0.083 Alarm Time In Minutes'/ 60 ` (5 Mins) 0.077 Total Alarm AH Required 1.800 Total Combined AH Required Multiply By The Derating Factor 8 1:201; nimum Battery AmpHours Required 2.25 19.83'' 20.40 20.40' 20.40. 20.40 2.81% 0.00% 0.00% 0.00% 0.00% ^ Top ^ Wire resistances are based upon an ar client temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was rrede. [Project Name: PAYLESS SHOES Prepared By: SCOTT JERKE Project Inforrmtbn Project ID: FA8034 Date: 2/20/2008 Ckt. Number. '1 Ckt. Name: 5499(1) Circui, Qty Panel ID: 5499(1) Circuit Current:, DeYice Current Draw Each .' Standby Alarm Amps Current Draw Total Standby Alarm,.., 1 PC2R/30 14, 0.000, 0.107 0.001 0.107`. 1 SR/30 0.000 o. 0.000' 0.094 2 SR/15 0.000 0i 0.000 0.132 2 PC2R/95 0.000 0.194 0.000 0.388 0.0( 0.000 < Return To Power Supply Config J Edit Device Database Totals FIRE ALARM CALC 0.000 0.721 FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION B 14/2 FPLP INDICATING CIRCUIT WIRNING El SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SIGNAL EXPANDER AND 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 E i,T ....,.� . .........!!,. ,#„._ ..,. -., !. ....!..,r. n_.. ONLY AT THE FACP. Because of ilcreased 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 1- schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE SIGNAL EXPANDER 1 5499 SILENT KNIGHT FSE STROBE 3 SR SYSTEM SENSOR X a CEILING MOUNTED HORN -STROBE 3 PC2R SYSTEM SENSOR MANUAL PULL STATION E F © SMOKE DETECTOR E Frq ROOF TOP UNIT E 0 8 16 SCALE 1/8"=11-0" FIRE ALARM LEGEND 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. 0 W thout Comments As Noted In Red Per The Attached Letter tee plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and emiaslons which do not authorize violations of adopted Menet= and ordinances. The responsibility for the :adttlaqf Of design rests totally with the designer. A s, deletions or revisions to these drawings atter the f, void this acceptance and will require a of revised drawings.for subsequent approval. its brecttmfietralit c liglp'ettlt4lit jt'. TUKWILA FIRE DEPARTMELg Please call: 575.440a fr'- Bnd give this lob No><,..:g•'•.- . 091 - oti4 Mat address for stair. ilii rottoration tta... WORK AREA ' r _ V SITE PLAN 7 i N N.T.S. PAID 173 2 ':? 2008 Tukwila Fire PARCEL# 2623049081 REVISIONS DESCRIPTION >- m w 0 Z CONTRACT WITH wca - Cr) I"- U rn 2 0- COY)> (1w 0 MI w 1- CO 0 n d' �i.. >- rn I in (/)CV -J CC w X I- Cwr3ZULLw Z°' w 2 F- I- U EE w O cc 0 w 0 a - J J 0 -J w s:5 L N CD CO ZW F- oy �¢�0 C/) CD C M rQ �.0 T r CCEr- I- Z 0 U thk 4441Citkil FAX: ( 253) 926 - 2350 co CO (0 rn c') N U) m co T a. cc U-1 F - tap Owa'-o J 0 0) co < C CD W co O DESIGNER: SCOTT JERKE DATE: 2/20/08 , AHJ TUKWILA JOB # FA8034 SHEET # FA 1 OF 1 GWB SOFFIT (PAINT) GWB SOFFIT (PAINT) OPEN - CEILING 0 ,r„ OPEN CEILING MEZZANINE 0 4 B SCALE 1/4'=1'47 HANGER LEGEND is I�i 3(8' HDI -P 3/8' ATR DROP-IN ANCHOR HANGER PING HANGER 'K' 1' SPRINKLER PIPE HANGER 'S' HANGER 'TB' / 'C' CHANNEL JOIST 1, g 1 -ATR 6 HANGER RING SAMMY STEEL HANGER 'SS' SPRINKLER LEGEND F](ISTNO BWlCHDNE DETAIL A FITTER NOTES 1. ALL DROPS TO BE 38" FLEX DROPS PER DETAIL A. 2. END OF BRANCHLINES TO HAVE SURGE RESTRAINT. ABBREVIATIONS SYMBOL LEGEND AREA PROTECTED FROM EXISTING SPRINKLERS AT CEIUNO 00000 GWB BELOW FLOG FRAMING rrrrrrrrrrirr.rrrrr 11.1,./MOO ITTITTITTTTTTTIT� - r 3S5 1ST FLOOR REVISIONS SCALE 1/4'=1'-0' SYM MANUFACTURER S.I.N. TYPE MODEL 611.801.61 CPFCE 11.1.1 0 RELIABLE R3615 SSP F1FR CHROME CHROME 1/2 1/2 155 12 0 RELIABLE 83625 SSU PIER BRNZ 1/2 1/2 155 C RELIABLE R3635 HSW FIFR BRNZ 1/2 1/2 155 10 • RELIABLE R5714 DRY SSP F30R CROME CHROME 1/2 155 3 TOTAL THIS SHEET 31 AFF BOO DDD BOJ DOP DOT CTB FO IRON OF2II UNO ABOVE RNSIED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PLRJN BOTTOM OF TRUSS CUT TO BUR FIELD OBDER INSIDE FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. BPRMUDIS UNLESS NOTED OTHERWISE 12 BOD 0 CENTERUNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE LEI T ER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LET TER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPUNG NO. DATE BY REASON FOR REVISION -i'C/ J.�rf" /ICY/ CONTRACT WITH 0 GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE SCHEDULE Wim' THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED • WEIGHT OP WATER /PPE D'1P''aR IN CALLOW. 1 40 0.133 1.049 THREADED. CUT GROOVED, ROU GROOVED, PLAN END. POUBIED 2.053 0.044 1 1/4 40 0.140 1380 ROLL GROOVED, POLISHED, PLAIN END (FCR BUFF WELDING) 1.817 0.097 1 1/2 EDDY FLOW 0.083 1.754 ROLL GROOVED, POLISHED, PLAIN END (FCR 81177 WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END (FCR BIR WELDNG) 3.456 0202 21/2 EDDY FLOW 0.083 2.729 Sal GROOVED, PLAIN END (PDR BUTT WEIDNG) 4,734 0,303 3 EDDY FLOW 0.090 3.342 ROLL GROOVED, PLAIN END (POR RUR WEIDNG) 6.525 0.458 4 EDDY FLOW 0.101 4316 ROLL GROOVED, PLAIN END (FCR BUR WELDING) 9.827 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FCR BUTT NEEDING) 17.300 1.144 8 10 0.134 6357 ROLL GROOVED, PLAN END (FOR BUR W'EIDNG) 23.030 1.649 8 10- 0.188 8.249 ROLL GROOVED, PLAIN END (TOR BUTT WELDING) 40280 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 TENANT SPACE. NEW SPRINKLER ONES AND HEADS WILL BE ADDED TO PROVIDE COVERAGE TO THE NEW WALLS BELOW THE MF77ANINE. EXISTING UPRIGHT PROTECTION WILL PROTECT THE MEZZANINE. 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. EXCLUSIONS: 1. PAINTING OF PIPE. 2. ADDITIONAL UPRIGHT SPRINKLERS FOR FULL HEIGHT WALLS ON THE MF77ANINE. 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) 10. WORK ON OVERTIME OR AFTER HOURS. 11. ROUGH IN OF NEW SPRINKLER DROPS MUST BE COMPLETED BEFORE NEW WALLS OR CEIUNGS ARE INSTALLED DESIGN CRITERIA: PER NFPA 13: 2007 EDITION AND THE CITY OF TUKWILA THERE IS NO CHANGE IN USE OR OCCUPANCY OF THIS SPACE, NO SPRINKLERS ARE BEING ADDED IN THE REMOTE AREA OF THE SYSTEM, AND NEW PIPE SIZES MATCH THE EXISTING PIPE SIZES, THEREFORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. V',ittY.W Ceti ?trisrth in Ii:d Par -Thr Aii:aLfrI8d Letter I neat i'ri3 ns ;1 xr rUvien.vi:..d by The Tukwila Fire i• P fv5r,fi,Sd (.a'i'_.i9u .3i ''C;)!it);c'F #t: w',111 current city ' / .,,,c'';Is of adopted tcila .�t , :;;"Id ; JI (;sioirtl:Y for the designer. T ..Ir h :F,I F,I I: IFI v: 1i I 11• <: �,. drawings alter 'Il' .;,/1:r.Ib i1 tr. j,3LI;::rl.ii;;e ;:•in7L*r`:fitequirea r a.li7ri3't'iil re,r .., 1_ tsfsr a'1?lid':: for subsequent approval. =incl <cc :pv4nce i= subject to f 'id test end inspection b‘ -lhe Tukwila Fire Prevention Bureau. Dat.: 11-1 -o3 ?y: , S/1. a£ e _Ft fUKWILA FIRE 7:41414111:::, IPlease call: 57 and give this this jo_h ■ Al...- _ _-1.A NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. ALLEN AND L CONSTRUCTION 12836 65TH AVENUE SOUTH SEATTLE, WA 98178 PROJECT MANAGER : EDWARD LUO PHONE : 208.288.9823 FAX: SUPERINTENDENT: PHONE: FAX: KEY PLAN ;xect address for shut. ./k)W11 or restoration apuroval IL 5F5 PAI Nov 1 7 2008 Tukwila Fire -W-.2432',47.5,-' SMITH FIRE SYSTEMS, INC. 1105 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1380T Bus: (253) 926-1880 FAX (253) 928-2350 WHAT THE PHO 17250 SOUTHCENTER PARKWAY SUITE 132 TUKWILA, WA DESIGNER DATE SHEET JOB NO. NICK G 11.10.08 1 OF 1 TI8218 CEILING FINISHED FLOOR -N,\ o) I Z 2 CO LENS EXISTING RISER AIR DIFFUSER 1 3'-0" MIN. SMOKE DETECTOR 0'-4" MIN. CEILING ACCEPTED_7' HERE NEVER HERE _ yi WALL MOUNTED - SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. Y' El SPACING DETAILS TO CENTRAL STATION REMOTE ANNUNCIATOR MODa RA -1D:0 11:6:1411?,1 11. P #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC s ',DEDICATED CKII FACP Ii Farenhyt IFP -100 QA -4, DUA UNE DIALER NAC -1 16/2 NAC -2 i © m El MI U l0 110cd .2002a 30cd .094ma .066ma NAC -3 BELL EOL .031 ma 15cd 15cd NAC -4 SILIGHTENr i NAC -5 KN i" g H Without CornMeritS As Noted In Red Per The Attached Letter 4,3 t nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standArds. Acceptance is eubiect to errors and I : rr l .,?°1:. v ; i rr.:lr uo not authorize violations of adopted �, ;,�•, _I r! +.arrl�il; :,. 1 PI IT.= ponsibildy for the WO) the designer. Or , vl ,_ n Y , ti"I, c drawings atter s,a(.:CA (Jtan e riO will require a ub T.?t iI of (evised drawings for subsequent approval. Final accr pt1OnCe is 1uhject to field test and inspection be rrhe Tukwila Fire Prevention Bureau. ate: -11- By: ate'-�s.,a_u^;v7rnrswzs+•rmiu++>r Vo 44 5)2. dro f ado. . 4/:441he r rqs e4 c ok r cii,-Pogsj • J t UKWILA FIRE DEPARTM>1laiii Please call: 575.4407 and give this job No. OR -r- S08 and exact address for shuts down or restoration approval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented it0 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 .066ma © © © © © U U i0 © © 0 0 CI U ® © 0 0 0 30cd .066ma 75cd .107ma FIRE ALARM SIGNAL EXPANDER Al 120 VAC i ICEDICATED CKT ) SI Fla MGM Qap MODEL 5499 NAC -1 .158ma 7 a .176ma .094ma 115cd NAC -2 115cd .218ma 115cd NAC -3 .218ma 115cd .218ma 30cd )` t EOL .107ma M DD MUA 1 115cd 115cd EOL .218ma .218ma 115cd 115cd .218ma .218ma 185cd 185cd 185cd 2a a a a 185cd 185cd I NAC -4 BATTERY i sown, 2J7MH 00151 F RE ALARA SIGNAL EXPANDER 1/2 120 VAC Cr ICEDICA ED CIT) 4�p MODEL 5499 NAC -1 ) #14/2 .297ma EOL .297ma .297ma l NAC -2 NAC -3 NAC -4 ) 75cd 30cd 15cd 75cd M DD IDD AC -2 M 75cd 01 AC -1 15cd M OD AC -3 75cd 01/ .21Aina" 176ma .066ma .176ma 18icd EOL .297ma 15cd 75cd 115cd 15cd 0 Di o 04 .176mA .094mA .066mA .176mA .O66mA .176mA .218mA .079mA 110cd 110cd 185cd 185cd 30cd 15cd 15cd 110cd 30cd o o 0 0 Di D DI .212ma .212ma .297ma .297ma .107mA .066mA .O66mA .212ma .107ma BATIER'Y D•ilEf1'f as+" FIRE ALARM SIGNAL EXPANDER 13 125VAC 5 (UUCP - TO CEI aM MODEL 5409 I NAC -1 #14/2 30cd 30cd I NAC -2 .107ma .094mA 15cd 15cd 30cd .066mA .066mA .107ma .212ma I NAC -3 15cd 15cd 95cd 95cd Q Q a EOL .066mA .066mA .194ma .194ma 110cd lHl EOL EOL EOL EOL 75cd 15cd 30cd 15cd 15cd 15cd 15cd 15cd 30cd l NAC -4 75cd CI • o • • o • • • o 1. Tl[R'f .1'TiEny ,PN AH 412 J EOL L PORTANT OfCE Because of increased demand our inspectors', schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-1407 to schedule your inspections a minimum of 48 hours in advance of the date you want an ingpprt'inn FIRE ALARM RISER 7 CEILING 5-0" MAX. 0 FINISHED FLOOR ri r L CL L F 75cd CKT-3 FSE -3 EOL 5 A F-1 B I 30 1 M KITCHEN HOOD SYSTEM B 15cd J A L \. ?I RISER ROOM v 1' 1ST FLOOR FA PLAN 0 8 16 SCALE 1/8"=1'-0" N Name, WHAT THE PHO 'ear ID: FA8128 5499(s) FLAG NOTES: FASTING DEVICE RELOCATED DEVICE Print 5499 Detail (nand hortcuts •i'rintCircuits Detail Panel iD J5499(1) Looationt`jRISER (tjr, ` ' 'r J Deutce :. . <.. ' r Nfci lel al[dtit .Knight Volts :24 VQG 5499 PoWerYExparlder Max sCtrcUit Current 3 Amps F ` ° , ` z 41 fvlanel Current ' cS.`Amps ROOM Ckt# t Circuit Natne - ` irrent S@arldby Drdw -4tarn� wire AWG ,-- Ohme Pet` ' 7)l: e :1000 Ft. Lenigtts(ft) Ap'tual gulfs Gm ' r/oDro Z�ner%1ayY Clhrns ;EOL �, " 0000 < : 01094 5499(1) Circuit 1 cf9• .:0.000 ' 0 721 #14 sold +�, 2 2 = r 158 0 B0 f $3 ' 281 �/a 2 PC2R/95 5499(1) Circuit 2 cf9. 0 000 `0.451" #L45old +,� 2.52 ' 278 14 40z - 19,77 3.10a/o 3 ; 5499(1) Circuit 3 cfg -"'0.000" (0:962 #14 Solid .�? 2 52 ,� <� 185 0 93 1J 50-.::...4.-,40°/6:: 4 5499(1) Circuit 4 cf9• ;0.000 -;0.000.. #14 Sold J j; 2 52 -E 00 .20 40 '••••..'0.0.66/0:.".".:• 0.451 Ai.i ` 5499(1) Aux Power Out cf9 ',0.900.• D 000" #14 Sold J, 2 52 : OE IAI 2S) 4d '...0.00%,,,, 5499 5499 Power Expander ,;0 075 `0,.05>'' 2134 (Amps) 7ntat.OtitputPower Required ' , „ ,. f �‘7.--99/, N','' �' Total Standbys Currenti,(Arnps) '0 .2'.339 , Total Alam Curr nt (A111P0 •S A Top A':' ', 1 ‘,...,-/(N / w \.,‘:-,„. / standby Time to Hours .; 24 :0,0$3 ,. Alarm Time )n Mintrte/ 60 , (5 Mrn`s) ` Total.Stendby,ANRequired ,118txh..4).195`-Total.AlairnAH`Required. ,--',-1,.. .., ToterCombined.AFt Required ' 1 99, Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between sold and stranded wire no differential was made. Multiply By The Derating Factor ( 1 "29. nlmurti,B8ttr/eArripHours„ Required M.39 ` :' ` .2 Project Inforn>ation Project Name: WHAT THE PHO Prepared By: ARLO HAMEL Print Circuits Detail Project ID: FA8128 Date: 11/12/2008 Ckt i umber' 1 Panel ID 5499(1)' Ckt I~I me' 5499('1) Circuit 1 Max Circuit Current 3 Arrtps (tjr, ` ' 'r J Deutce :. . <.. ' r t Cent p(OW: '4 h s �Curreht fOraw Total Standby Alarm ' ;' Standlay Y A1..... I 1 PC2R/30 + 0 000'% -0 i07,r ,:, 0 000 D 1O7 1 SR/30 'r " 0000 < : 01094 0'001 0 094 , 2 SR/15- > oo,: J0 : 66 0 Ct00 013 2 PC2R/95 s: 0 ` 0:194 r a O00 ; . ,- ''-:0,212 1 IDP -MON FARENHYT o ol�a ii aoa k- <`.Return To Power Supply Confiq . I Edit Device Database Totals 0.000 . 0.721 Ckt Number 2 Ckt Name 5499(1) Circuit 2 `I 2:Qty, Janet Il0 5499(1} 7 i N{�-rk , Mex Circuit Current , 3 Amps ; , t7e pe I , 4 j, C` Cllr erwtVraw E chs Curxent Drs u ;Tctais ti ` ,.. ;Standbj alarm Sfandby- A(�Crn, 2 SR/15 CEIUNG MOUNTED HORN -STROBE 'rs. 0 00,0 ' 0;066 0 000 ,, i 0 132 1 PC2R/30 SCR SYSTEM SENSOR ' 0000 Y" • 0107...•----,0 000: Ci. 1 PC2R/110 • ° % 0 000 ''-:0,212 1 IDP -MON FARENHYT unused v 0 000 ' 0:;000 0 000 Q 000 ...: Jf / 0,000 0 < Return To Power Supply Config Edit Device Database Totals ' 0.000 0.451 2 5 1 1 PC2R/75 SCR/15 PC2R/30 PC2R/15 •r: •T_ 1 SCR/30 0.094 < Return To Power Supply Config Edit Device. eDatabase Totals FIRE ALARM CALC 000. :962'. MEZZANINE DESIG. DESCRIPTION A 16/2 FPLR INITIATING CIRCUIT WIRING B 14/2 FPLR NOTIFICATION CIRCUIT WIRING a CEIUNG MOUNTED HORN -STROBE 4 PC2R SYSTEM SENSOR 0 CEIUNG MOUNTED STROBE 6 SCR SYSTEM SENSOR F MANUAL PULL STATION E IDP -PULL FARENHYT M MONITOR MODULE 1 IDP -MON FARENHYT Jf / TO / y15cd' 1ST FLOOR \ / (/J QB f �‘7.--99/, N','' �' ‘,...,-/(N / w \.,‘:-,„. / 1 .. s 11.34.4 1 FROM FSE -3 ON 1ST FLOOR c)/\O C B o �/ \;/ 75cd \y J pvif MEZZANINE FA PLAN CN D1 0 8 16 SCALE 1 /8"=1'-0" 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 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 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. SITE PLAN N.T.S. EDN FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLR INITIATING CIRCUIT WIRING B 14/2 FPLR NOTIFICATION CIRCUIT WIRING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE MOUNTING a CEIUNG MOUNTED HORN -STROBE 4 PC2R SYSTEM SENSOR 0 CEIUNG MOUNTED STROBE 6 SCR SYSTEM SENSOR F MANUAL PULL STATION E IDP -PULL FARENHYT M MONITOR MODULE 1 IDP -MON FARENHYT FIRE ALARM LEGEND PAI 1. Nov 13 2006 Tukwila Fire t�a h' z 0 cc DESCRIPTION m Q O z CONTRACT WITH U - ▪ J _W H W CCU) W -I 0- 0 O CC (Z 2 CD BELLEVUE, WA 98006 PROJECT MANAGER : LESHYA WIG PHONE : 425-957-4774. Co U) 9) 0 to z ou- i_ FAX: ( 253) 926 - 2350 Bus: ( 253) 926 - 1880 co Q cc a. cc ES O1�� 0 0 0 co cv wI<N _ 5 - O = F <O Q T g. DESIGNER: ARLO HAMEL DATE: 11/11/08 AHJ TUKWILA JOB # FA81 28 SHEET # FA 1 OF 1 r EXISTING RISER TO CENTRAL STATION REMOTE ANNUNCIATOR • MODEL I191009 ii -.:j #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC , (DEDICATED CKT.) FACP Frrenhyt I FP- 1 00 d;4 DUAL LINE DIALER IV'";t11 'LTJ KEEL/IT NAC -1 #16/2 NAC -2 NAC -3 0 El El MI 131 13 131 110cd BELL Eo EOL .202ma .031 ma 30cd a .094ma 15cd 15cd .066ma NAC -4 NAC -5 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. BATTERY BATTERY 12V-12AH 12V -12A11 I-UKWILA FIRE 1)EVA;i-i adalt Please call: 575.4407, and give this job p � No. ©8- �`� and exact address for shute town or restoration approval.) 0 ACCEPTE Without Comments As Noted In Red Per The Attached Letter • 1 !nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is suhieot to errors and omissions which do not authorize violations of adopted standaras and oraInar,1 e . The ra3ponsibility for the adequacy of design rests 4otaily w th the designer. Additions, deletions or revisions to these drawings atter this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Burea LateOpe By: i 4 #14/2 • • 15cd .066ma ® ® ® m ® U UUUUUUU © © © © © © a 30cd .066ma 75cd .107ma FIRE ALARM SIGNAL EXPANDER #1 120 VAC 5 (DEDICATED CKT.) 1 WEST MODEL 5499 I NAC -1 75cd .158ma 30cd .176ma 115cd NAC -2 30cd .094ma 115cd .218ma 115cd NAC -3 .107ma 115cd M U UUUU • © a 13 U El III 13 EOL 115cd EOL .218ma .218ma .218ma 115cd .218ma 185cd NAC -4 r(31 - BATTERY BATTERY ^ BATTERY 12V-7AH . ( 12V-7AH FIRE ALARM SIGNAL EXPANDER #2 120 VAC r (DEDICATED CKT.) c SQ.LNT uN1G?;T MODEL 5499 NAC -1 115cd .218ma 185cd .218ma 115cd 75cd 15cd 75cd o\ .218ma .176ma 185cd 185cd a EOL a .297ma .297ma .297ma .297ma 185cd Hv EOL .297ma .297ma 185cd H� #14/2 NAC -3 ) NAC -4 BATTERY 12V-7AH BATTERY 12V-7AH FIRE ALARM SIGNAL EXPANDER #3 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 tie. testing. 120 VAC c (DEDICATED CKT.) 1't> 611.99I' KNl1NT !ODEL. 549;) NAC -1 ) ) 75cd 30cd 15cd 75cd 15cd 75cd E EC .066ma .176ma 115cd t CO 15cd .176mA .094mA .066mA .176mA .066mA .176mA .218mA .079mA #14/2 30cd 30cd 15cd 15cd 95cd 95cd a EOL .107ma .094mA .066mA .066mA .194ma .194ma NAC -2 EOL EOL NAC -3 NAC -4 ) 15cd 15cd 30cd 110cd EOL I .066mA .066mA .107ma .212ma BATTERY BAT(ERY 12V -7N1 .125-7AH #14/2 1 L J FIRE ALARM RISER CEILING 1 FINISHED FLOOR --"N rn z 2 co LENS AIR DIFFUSER owl F. 1 0'-4" MIN. 3'-0" MIN. SMOKE DETECTOR ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 0 ri 5'-0" MAX. O FINISHED FLOOR 2 74- MIA r� SPACING DETAILS Global pre ject values: Project Name:ICEFIORE Project ID: pared By:I SCOTT JERKE 1FA8076 Standby Hours:' 24 Alarm Mins: Derating Factor: Voltage' Drop Warning Threshold % t 6/2/2008 Print 5499 Detail Command Shortcuts Print Circuits Detail 10 Edit Device Database 5499 (1) Pane ID: 15499(1) Locaion: RISER ROOM Ckth 4 Au( Circuit Name' 5499(1) Circuit 1 5499(1) Circuit 2 5499(1) Circuit 3 5499(1) Circuit 4 cfg cfg cfg cfg. It Knight 24 VDC Current Draw. Standby Alarm 5499(1) Aux Power Out erg. 5499 Power Expander: 0.000 0.000 0.000 0.000 0.000 0.075 0.721 0.451 0.000 0.000 0.000 0,205 Wire AWG & Type Circuit Current: 3 Amps Max Panel Current: 9 Amps Ohms Per Length(ft) 1000 Ft. One -Way 14Solld J.. 2.52 2.52 1414 Sol'ufSolid J . 2.52 14 Solid - , . 2.52 14 Solid J 2.52 1.172 (Amps) Tota 158 278 AOhctualms Volts EOL 0.80 1.40 0.00 0.00 0.00 I Output Power Requ 19.83 19.77 20.40 20.40 20.40 fired 1R 2.81% 3.10% 0.00% 0.00% 0.00% To Int 0,075 1.377 Total Alarm Curren( (A Stant 24 0,083 Alarm Time In inutes /60 tins) To AN RI Id Total Alarm AH Required Total -Comet AH R red 1.91 .y, e: .20: Mi um Batteryf,AMP l 2.i ^Top" Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the ninkrel difference between solid and stranded wire no differential was rade. - Project Infornetion Project Name: CEFIORE Prepared By: SCOTTJERKE Project ID: FA8076 Date: 6/2/2008 Ckt Number: 1 Ctct. Narrie: 54'. y Device' Panel ID: 5499(1) Max Circuit Current Current Draw Each Standby Alarm Standby. ;.Alarm Current Draw Total PC2R/30 0.000 0.000 0.107 SR/30 0.000 0.094, 0; 000 0.094_! 2 SR/15 00 0.066 0.000 0,132 2 PC2R/95 0.0(7 0.194 0.000' 0.: 8.i 0.000 0.000 < Return To Power Supply Config 1 Ckt Numbi' Nar Edit Device Database vice Totals Panel ID: 5499(1 Max Circuit Current Current Draw Each 0.000. 0.721 Current Draw Total tandby1= Alarm Standby Alarm 2 SR/15 0.000 0.066 0.000' 0.132: PC2R/30 0.000 0.107 0.000:: 0.107 PC2R/110 0.000, .0.212 ., 0.000 0.212 Unused T 0.000 0.000 0.000:, 0.000 17.000. 0.000 < Return To Power Supply Config 1 Edit Device Database ITotals FIRE ALARM CALC 0.000 0.451 SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION AND A INITIATING DEVICE 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 A 16/2 FPLR INITIATING CIRCUIT WIRING B 14/2 FPLR INDICATING CIRCUIT WIRING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT FSE STROBE 2 SR SYSTEM SENSOR X a CEILING MOUNTED HORN -STROBE 2 PC2R SYSTEM SENSOR MANUAL PULL STATION 1 IDP -PULL FARENHYT F ® SMOKE DETECTOR E FIRE ALARM LEGEND Am 0 3 2008 SITE PLAN N.T.S. ' 2008 PARCEL# 2623049080" REVISIONS DESCRIPTION woo CONTRACT WITH N. cn Lo CC U.J 12 I- o E Lu Lu CC ci) co co co Lu X o 11.1 0) LLI et c.D Co cm ti cc FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 co a. cc LU co 01 DESIGNER: SCOTT JERKE DATE: 6/2/08 AHJ JOB # TUKWILA FA8076 FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLR INITIATING CIRCUIT WIRING B 14/2 FPLR INDICATING CIRCUIT WIRING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT FSE STROBE 2 SR SYSTEM SENSOR X 0 CEILING MOUNTED HORN -STROBE 2 PC2R SYSTEM SENSOR MANUAL PULL STATION 1 IDP -PULL FARENHYT F ® SMOKE DETECTOR E FIRE ALARM LEGEND TO FACPA 110cd FSE -3 CKT-2 EOL �.( L 30cd KITCHEN RISER ROOM KITCHEN W/H �r T5cd 15cd RESTROOM FIRE ALARM PLAN 0 8 16 SCALE 1/8" =1'-0" FLAG NOTES: EXISTING DEVICE PARCEL# 2623049080 REVISIONS DESCRIPTION m W a O Z CONTRACT WITH 0 �Wo U 00 cc W < Q.co rw r J W PROJECT MANAGER : LESHYA WIG Z.7) /� W CO J I U N A W � d) 'S 0) N W o Y_ 2 L wXI-W 0ILWOmII' d W I— Z F W 0 .I O CoCO W "CF 0) CDcOCl1 cn cn • coco 0 W W t2 LdL CC CC T • • I� Z Ic- 0 rCr^ v! FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 co DESIGNER: SCOTT JERKE DATE: 6/2/08 AHJ TUKWILA JOB # FA8076 SHEET # FA 2 OF 2 SCOPE OF WOE '<: 1. THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SIGNAL EXPANDER, N❑TIFICATI❑N, 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-BUILTS ARE REQUIRED AT TIME OF AJH ACCEPTANCE. SFSM REQUIRED ELECTRICAL RED LINES WITHIN TWO WEEKS PRI❑R TO AHJ TESTS, 3, AGREEMENT AND C❑NFIRMATI❑N 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 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. 1(1 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❑CATIONS. 12. FIELD VERIFY ALL WIRING L❑CATIONS 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 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 OPERATIONS 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 -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 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. V-0" MAX O'-4" MIN. 0 -4" MIN. AIR DIFFUSER NOTIFICATI❑N: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80" AND NOT GREATER THAN 96" FROM FINISHED FLO❑R, ( . ACCEPTED HERE NEVER HERE Ns WALL MOUNTED SMOKE OR HEAT DETECTOR k k 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 OF THE DETECTOR. PULL STATION: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6" & NOT MORE THAN THAN 4'-6" ABOVE FINISHED FLOOR/ 5'-0" MAX CEILING SPACI\G FIRE ALARM I FINISHED o FLOOR ETAILS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 CONVENTIONAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATI❑N FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 NOTIFICATION FPLR 0' H 14/2 NOTIFICATION FPLP 343' I 16/4 ANNUNCIAT❑R 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' 0 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R 16/4 ADDRESSABLE FPLP 125' S SPARE 0' FA15073 PIZZA STUDIO SILENT KNIGHT 5495 FSE DESCRIPTION Voltage Drop Chart PART 1 MOUNTING Current Load: FIRE ALARM CONTROL PANEL S andby: Alarm: FARENHT SELF CONTAINED CABINET Panel Circuit Area Total Wire Length Amps Device Type Quantity Amps Total Amps Total 0.705 1.219 22.781 CEILING STROBE E SCR SYSTEM SENSOR 4S DEEP W/iG MUDRING Main System Board 1 0.07500 0.0750 0.20500 0.2050 0" NAC 1 1 0.00000 0.0000 0.70500 0.7050 SMOKE DETECTOR NAC 2 IDP -PHOT❑ 0.00000 0.0000 0.00000 0.0000 E NAC 3 FARENHYT 0.00000 0.0000 0.00000 0.0000 IDP -MON NAC 4 4S DEEP 0.00000 0.0000 0.00000 0.0000 FARENHYT 4S DEEP KH KITCHEN HOOD E ---- BY OTHERS ---- ---- BATTERY 2 WKAl2-7F WERKER FSE ENCLOSURE Total Panel Loads: 0.075 Amps 0.910 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 0.910 Amps For 5 Minutes= 0.076 Amp -hours 20% Derating= 2.252 Amp -hours Total System Current Load: 2.252 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 CALC LATI_\S X Q I 1O m LENS Z r1 SITE PLA\ DEVICE LEGEND SYMBOL DESCRIPTION Voltage Drop Chart PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E FA15073 PIZZA STUDIO FARENHT SELF CONTAINED CABINET Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 SUITE 200 686 0.705 1.219 22.781 CALC LATI_\S X Q I 1O m LENS Z r1 SITE PLA\ DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E IFP -100 FARENHT SELF CONTAINED CABINET FSE FIRE SIGNAL EXPANDER 1 5495 SILENT KNIGHT SELF CONTAINED CABINET n WALL STROBE 2 SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING STROBE E SCR SYSTEM SENSOR 4S DEEP W/iG MUDRING >0 WALL HORN -STROBE 2 P2R SYSTEM SENSOR DEEP 1G CUT IN BOX 0" CEILING HORN -STROBE E PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING CSP SMOKE DETECTOR 1 IDP -PHOT❑ FARENHYT IDP-6AB F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING 171 MONITOR MODULE 1 IDP -MON FARENHYT 4S DEEP cR CONTROL RELAY MODULE 1 IDP -CTRL FARENHYT 4S DEEP KH KITCHEN HOOD E ---- BY OTHERS ---- ---- BATTERY 2 WKAl2-7F WERKER FSE ENCLOSURE F i 107 NEW DEVICES FACP 1-5 15cd P FSE NEW DEVICES 1-1 1-2 r ( 1-3 1-4 1 1-5 15cd 30cd 15cd 15cd I 15cd .066mA .107mA 1066mA .066mA I .079mA RISER IAGRA NEW DEVICES 1-6 r- 1-7 1-8 15cd I 15cd 75cd IM I 0 ---di .066mA L.079mA .176rnA V 1-6 15cd 1-1 30cd PREP 1 104 i i KH 1-7 15cd KITCHEN \. 1 103 1 iK I/ DINING 1011 1-8 EOL EOL' 1 J , „ N1/2 HEIGHT" Without Comments C7 As Noted in Re El Per The Attached Letter 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946LO These plans have bean reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject: to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsihiiiiy for the adequacy of design _ :: ;: totally with the designer. Additions, deletions i -e i ioi s to thee drawings after this date will vo i to!;: -ce Mance and require a resubmittal of iii; subFeouent approval. Final acceptance Is flF lci test and inspection by The Tukwila Fire Pre t nt •.: Date: /O-11-15- �By: NOnCE 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 t,Sr ;irWiPh of the Vii. DEVICES LOCATED ABOVE DROP CEILING FRE ALARv PLAN 0 8 16 SCALE 1/8"=l'-0" C z FLAG \ITES: • EXISTING DEVICE Al - ADDED DEVICE • MOVED DEVICE ppt® OC` -7 2015 TUKWILA FIRE. /REVISIONS' TUKWILA FIRE DEPARTMENT 1�1 :lse call 206-5754107 and jive this Fire Permit No. /S -F -/c.5. exact addms for shut- down or ntortftion approval. CONTRACT WITH! EXPRESS CONSTRUCTION CO. 355 118TH AVE SE, #100 BELLEVUE, WA 98005 CHICK CLEGERN (206) 230-8500 PROJECT! PIZZA STUDIO 17250 SOUTH CENTER PKWY SUITE E956 TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER! SCOTT JERKE DATE! 10/6/15 AHJ: TUKWILA JOB to FA15073 FA 1 OF 1 -H �s N.I.C. ..sssi 1.5_• N.I.C. ---11 1.5 ..- _ 1 D611; Y AT ROOF : 11 d -t l 11.01ol ' 4 R y 4 r, Lt .»:.!• .N. AREA t 1:102 1 J •V; 1,y 'GW.UG1.'.DR01". AT ROOF LINE''/•' - .:.LA 103 PLUG. "DROP -1AT-R 1 .CLOD 4 I AR10I PR F.CLO8 0-6' 1 WALK IP& I REFER 1 1105 5 gWpLK�ele� '77 ' x,105 '� 1- a 4 F.0.�0 ( Q RESTR00 107 1.000 04' 1.00.8 0-D. . P OFIRO UE ,toy -1 SPRINKLER PLAN 0 4 8 SCALE 1/4'=1'-0' 1.5 - N.I.C. 1.5 1" CTS DROP 1. TEE&PLUG SILICON SEALANT 2.5' DIA HOLE OPEN CELL POLYETHYLENE FOAM BACKEROD DRY PENDENT / A=18' FREEZER/COOLER UD DRY SSP DETAIL HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: .15 GPM OVER 1002 SQUARE FEET SYSTEM DEMAND AT BOR: 366.8 GPM AT 113.2 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) FOR CONTINUATION'. SEE HYD REFERENCE PLAN AND SITE PLAN N.I.C. 1.5 0 1.5 r EXISTING SPRINKLER UNE WITH 1' OUTLET EXISTING 1" ARMOVER PER PLAN SAMMY X -PRESS XP -20 3/8' ATR HANGER RING HANGER DETAIL 'XP' NEW 1' ARMOVER PER PLAN / NEW 1(0-2) NIPPLE-/ NEW 1" DROP PER PLAN FM BRAIDED EASYFLEX LENGTH PER PLAN NEW RECESSED SSP SPRINKLER FLEX DETAIL '1' 1/4 12 NEW STRAP ON EXISTING SPRINKLER UNE f NEW 1" ARMOVER PER PLAN NEW 1" DROP PER PLAN FM BRAIDED EASYFLEX LENGTH PER PLAN NEW RECESSED ��\\ SSP SPRINKLER FLEX DETAIL '2' R-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26" BAR JOISTS @ 6'-0" o/c rEXISTING SPRINKLER UNE WITH 1' OUTLET EXISTING? ARMOVER PER PLAN NEW 1' DROP PER PLAN FM BRAIDED EASYFLEX LENGTH PER PLAN NEW RECESSED SSP SPRINKLER FLEX DETAIL '3' TA RESTRM HARD UD C L- A A KITCHEN CEIUNG r 749) 1- N WAL0N !4 COOLER FREEZER COUD CEIUNG SERVER"( AROUNDTHE HARD UD PERIMETER CSC BUILDING SECTION rr DINING RM f CEILING GRID I l L 0 8 18 SCALE 1/8•=1'-0' L 4 c I� SUSPENDED FAUX WOOD BEAMS 24' O.C. 23-10 AFF AFF NON-COMBUSTIBLE EXTERIOR CANOPY - NAS D AREA OF NEW WORK 0-0 AFF EXISTING 1' ARMOVER PER PLAN NEW 1(0-2) NIPPLE NEW 1' ARMOVER PER PLAN 1' TxT DROP -0- PER PLAN 1' TOE DROP PER PLAN FM BRAIDED EASYFLEX LENGTH PER PLAN -NEW RECESSED -NEW DRY SSP SSP SPRINKLER SPRINKLER FLEX DETAIL '4' A .., p Without Comments p As Noted in Rei yC Per The Attached Letter e •fans have been reviewed by The Tukwila: Orevention Bureau for conformance with curren Ci trndards. Acceptance is subject to errors and omissions which do not authorize violations of zd _-,,.andards and ordinnnms. The responsibility fc'r` 1dequacy of design s f1 totally with the desigriei Additions, deletions 1 Io visions to these drawingsa 1!�1...al er)IS #ate will void tl cceptance and will requ rpl a restl.jmit�tai of revs: d d >wlogs for subsequent appr"' Final acceptance is sl°Ibycd to ?laid test and inspectio.' The Tukwila Fire hreventi(:m Bureau. FITTER/LISTER NOTES 1. MAXIMUM EC SPACING IS 14x14, OR 7' FROM WALLS. MIN. SPACING IS 8' BETWEEN SPRINKLERS AND 4" FROM WALLS. 2. ALL DROPS ARE TO BE PER FLEX DETAIL 111" WITH 48" EASYFLEX U.N.O. 3. FLEX DROPS NOTE '48P OR'60R ARE EXISTING TO BE RELOCATED ONTO A NEW DROP. PROVIDE NEW SPRINKLERS ON RELOCATED FLEXES. 4. ALL HANGERS ARE TO BE PER DETAIL "XP" U.N.O. 5. SEND 40 FT. OF BULK 3/81" ATR FOR CTS HANGER RODS. 6. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 7. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 8. 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-705 OR BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED W°OHt OF WATER /PPE CAPACITY IN...3 1 40 0.133 1.049 THREADED. CUT GROOVED. ROLL GROOVED, PLAIN END. POUCHED 2.05 0.044 AA WALL THICKNESS PER NEPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (1 1 1) 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 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: - MERCANTILE - ORDINARY HAZARD 2 NEW DESIGN CRITERIA: - RESTAURANT - ORDINARY HAZARD 1 DENSITY = .15 GPM / 1002 SQ FT. (REMOTE AREA HAS BEEN REDUCED BY 33% FOR THE USE OF QUICK RESPONSE SPRINKLERS UNDER A 14'-6" TALL CEIUNG) WATER SUPPLY INFORMATION STATIC 150 PSI RESIDUAL 20 PSI FLOWING 7474 GPM LOCATION OF TEST MINKLER BLVD DATE OF TEST 2006 DATA SUPPLIED BY CITY OF TUKWILA ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .15 GPM / 1002 SQUARE FEET DEMAND AT BASE OF RISER 366.8 GPM AT 113.2 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 616.8 GPM AT 122.9 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) N 1.5 5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 r- 1.5 SW 7thS1>; Date: /0 '-r a - I (___By: i�i ........ - - _ --= - 00000 1000000 HYDRAULIC REFERENCE / SITE PLAN NTS TUMNILA FIRE DEPART sMENT call 205-575-44:07 and .:,,jivett 3Fire Permit No. 0 and end s.e u s �- ; own o restarailan app:cva1. Rl I 'o P9 N AREA MAP NTS ,TP 29 2015 IliKVVILA FIRE !CAUTION! 50% REDUCED PRINTS 'z2Y' ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFT BOB BOD Ba BOP BOT CTS PO POW OFOW HAS LINO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF .p1ST BOTTOM OF PUIUN BOTTOM OF TRUSS CUT TO BUT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 2 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 COUPUNG RIGID COUPLING S MT R P (E) NEW 1' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE - - - - - - EXISTING SPRINKLER PIPE - - - - RELOCATED EXISTING PIPE NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND I EXISTING WALL NEW WALL TO CEILING NEW FULL HEIGHT WALL I I NEW LOW WALL _ __ _... _._ .......-1 NEW SOFFIT WALL MAKE TYPE LEN NIPPLE BRKT SCRW LINTY SYM MANUFACTURER S.I.N. TYPE MODEL 1 '=" I NO. DATE BY REASON FOR REVISION EASY EASY FM -BRAID FM -BRAID 48' 1/2' 60' 1/2" ACT GWB NA TEK 10 1 EXISTING 0 UNCHANGED SSP CHR CHR 5.8K 1/2' 155° EASY FM -BRAID 72' 3/4' ACT NA 3 UNCHANGED SSU BRZ 5.6K 1/2' EASY EASY EASY RELOCATE RELOCATE RELOCATE 48' ACT ACT GWB TEK TEK TEK 5 3 EASY RELOCATE 60' GWB WDS NEW BRACKET LEGEND: • RELIABLE SSP REC CHR CHR F1 5.6K ACT = STANDARD OGSB BRACKET RELIABLE RA7216 ECOH SSP J112 CHR CHR F1 10 GWB = T -BAR, TBS ENDS, AND SBB CLAMP RELIABLE ECOH SSP J112 CHR CHR F1 11.2K 3 RELIABLE R5714 DRY SSP CHR CHR 5.6K 2 9N1/2" = 9" LONG x 1/2' EXTENDED NIPPLE TOTAL NEW 26 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH EXPRESS CONSTRUCTION 355 118TH AVE SE SUITE 100 BELLEVUE, WA 98005 PROJECT MANAGER : JASON NIX OFFICE PHONE : 206-948-0202 CELL PHONE : SUPERINTENDENT : PHONE : EMAIL : • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Jim Pommert 6749-0192-C Level 3 Smith Fire Systems, Inc. 9-28-15 Anature Date Expires 12/31 15 CERTIFICATE OF COMPETENCY STAMP • SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITFIFS1360T PIZZA STUDIO T.I. SOUTH CENTER SQUARE SUITE 148 17250 SOUTH CENTER PARKWAY TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JOHN R. LANE L 9-28-15 1 OF 1 O NORK: I. THE SCOPE OF THIS PROJECT 15 TO INSTALL A FIRE SIGNAL EXPANDER AND NOTIFICATION DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. SE\ NC s: I. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ'S, NEC AND CONTRACT DRAWINGS. 2. AS -BU I LTS 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. 1. WIRING ROUTING 15 DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 8. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 1. 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. II. 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 SO" AND NOT GREATER THAN cf6" 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 GLEAN -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. 11. A DEDICATED BRANCH CIRCUIT OF ONE OF THE FOLLOWING SHALL SUPPLY PRIMARY POWER. A) COMMERCIAL LIGHT AND POWER. 5) 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. IS. 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. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS I S ALLOWED PROVIDING A SPLICE 15 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. X i O z I O 0'-4" MIN. AIR DIFFUSER CEILING NH •• •• •• � ACCEPTED E j(51-0" QTY SYM DESCRIPTION TOTAL FT. A 16/2 CONVENTIONAL PPLR 000' B 16/2 CONVENTIONAL LOOP FPLR 000' C 16/2 CONVENTIONAL FPLP 000' D 16/2 CONVENTIONAL LOOP FPLP 000' E 16/2 ADDRESSABLE FPLR 000' F 16/2 ADDRESSABLE LOOP FPLR 000' G 16/2 ADDRESSABLE FPLP 000' H 16/2 ADDRESSABLE LOOP FPLP 000' I 12/2 NOTIFICATON FPLR 000' J 12/2 NOTIFICATON LOOP FPLR 000' K 12/2 NOTIFICATON FPLP 000' L 12/2 NOTIFICATON LOOP FPLP 000' M 14/2 NOTIFICATON FPLR 451' N 14/2 NOTIFICATON LOOP FPLR 000' 0 14/2 NOTIFICATON FPLP 000' P 14/2 NOTIFICATON LOOP FPLP 000' Q 16/4 ANNUNCIATOR FPLR 000' R 16/4 ANNUNC I ATOR FPLP 000' 5 14/2 POWER CIRCUIT 24VDC FPLR 000' T 14/2 POWER CIRCUIT 24VDC LOOP FPLR 000' U 14/2 POWER CIRCUIT 24VDC FPLP 000' V 14/2 POWER CIRCUIT 24VDC LOOP FPLP 000' W 16/4 515115 000' X 14/2 FSE TRIGGER 000' Y 16/6 REMOTE TEST SWITCH 000' Z 16 AWG TFFN 000' AA 14 AWG THAN 000' BB SPARE 000' CG SPARE 000' DD SPARE 000' EE SPARE 000' FF SPARE 000' /SIREif0\� X i O z I O 0'-4" MIN. AIR DIFFUSER CEILING NH S T I �S I AI -1 AI -2 AI -5 AI -4 AI -5 AI -4 I5cd 15cd I5cd -15cd 15cd 75cd 0 FSE .066mA .066mA A2-2 A2-5 BOcd 50cd © • .066mA .107mA .OQ4mA pis H CKT-I EOL .I16mA .I58mA .176mA A2-4 A2-5 A2-6 15cd 15cd 15cd CKT-2 • EOL .I55mA .176mA .I58mA 0 =TA l S I 0 0 0 0 WORK AREA PmAN N.T.S. I L-771 Cl; SYMBOLS •• •• •• � ACCEPTED E j(51-0" QTY 51-0" MAX. MANUFACTURER MOUNTING Project ID: FIRE ALARM CONTROL PANEL E IFPI00 -NEVER HERE MIN. SCOTT JERKE I Derating Factor: FACP LENr1-- %r WALL MOUNTED SMOKE SMOKE OR HEAT I 5411 f- X FSE i DETECTOR DETECTOR DETECTOR 0 4'-6" MAX. 5 FIRE 11I MM. SYSTEM SENSOR I =si ' I NOTE: 2 z SYSTEM SENSOR 4 SQUARE DEEP W/ SINGLE GANG 0 MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 0 CEILING HORN / STROBE X = FINISHED I FLOOR'` PC2R SYSTEM SENSOR S T I �S I AI -1 AI -2 AI -5 AI -4 AI -5 AI -4 I5cd 15cd I5cd -15cd 15cd 75cd 0 FSE .066mA .066mA A2-2 A2-5 BOcd 50cd © • .066mA .107mA .OQ4mA pis H CKT-I EOL .I16mA .I58mA .176mA A2-4 A2-5 A2-6 15cd 15cd 15cd CKT-2 • EOL .I55mA .176mA .I58mA 0 =TA l S I 0 0 0 0 WORK AREA PmAN N.T.S. I L-771 Cl; SYMBOLS DESCRIPTION QTY PART MANUFACTURER MOUNTING Project ID: FIRE ALARM CONTROL PANEL E IFPI00 FARENHYT SCOTT JERKE I Derating Factor: FACP 5499 Power Expander Calculations ; Date: FIRE SIGNAL EXPANDER I 5411 SILENT KNIGHT I FSE i Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 0 CEILING STROBE 5 SCR SYSTEM SENSOR 4 SQUARE DEEP 5499 Circuit 1 WALL STROBE 2 SR SYSTEM SENSOR 4 SQUARE DEEP W/ SINGLE GANG 0 19.62 0 CEILING HORN / STROBE 5 PC2R SYSTEM SENSOR 4 SQUARE ;DEEP 2.52 MANUAL PULL STATION E IDP -PULL FARENHYT 4 SQUARE DEEP Irl 0.000 0.000 2 SLAAI2-1.5F WERKER 0.00 BATT BA I I Ei.IE5 NAC #4 ® SMOKE DETECTOR 1 IDP -PHOTO FARENHYT 4 SQUARE DEEP IN/ SINGLE GANG IDP-6AB BASE 0.00 MONITOR MODULE E IDP -MON FARENHYT 4 SQUARE DEEP I m l #14 Solid 2.52 DUCT DETECTOR E 20.40 BY OTHERS Total Standby Current (Amps) DD 1.685 CR CONTROL RELAY I IDP -GIRL FARENHYT Alarm Time In Minutes / 60 (5 Mins) vii -e TO NEXT EXISTING DEVICE IN CIRCUIT G TO NEXT EXISTING DEVICE IN CIRCUIT TO NEXT EXISTING DEVICE IN CIRCUIT /4° �G NOTE: G ADDED CONTROL RELAY AND SMOKE ENO AI -2 I5cd AI -5 M I5cd A V 4► 0 • Q M M AI -1 I5cd A2 -I I5cd A2-2 50cd Q. A2 -B BOcd a NSW AI -4 I5cd H A2-4 15cd a M DD M AI -5 I5cd DD M A2-5 15cd G AI -5 EOL A2-6 EOL TO NEXT EXISTING DEVICE IN CIRCUIT TO NEXT EXISTING DEVICE IN CIRCUIT AI AR 0 8 16 SCALE 1/8"=1'-0" C �z TO NEXT EXISTING DEVICE IN CIRCUIT FL.AO NOTES: EXISTING DEVICE ADDED DEVICE • TO NEXT EXISTING DEVICE IN CIRCUIT RA Eta citm Without Comments 0 As -Noted in Red ❑ Por The Attached Letter These plans have been reviewed by The Tukwila Fire :Prevention Bureau for conformance with current City • standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ardin ance5. The responsibility for the adequacy of design r r ty 'w Itis the designer. Additions, deletions w these drawings after this date will void t r : a .nd will require:a resubmittal of Ile,k s > f(,: ubsequent a3proval. Final acceptance ' t.M : ? , + ` : '>:est and inspection by The.Tukwila'Fire I)I- / :r i'' Dater i" IUKWILA FIRE DEPARTMENT Please calfs 575.4407 r » give this job /0 -F-o0 co and exact address for shut, down or restoration approtta4 -Global Project Values: CARTERS BABIES AND KIDS Project ID: FA10003 SCOTT JERKE Date: 1/8/2010 SILENT Project Name: CARTERS BABIES AND KIDS Standby Hours:} 24 ' KNIGHT ` Project ID: FA10003 Alarm Mins: 5 0.066 Prepared By: SCOTT JERKE I Derating Factor: 1.2 5499 Power Expander Calculations ; Date: 1/8/2010 Voltage Drop Warning Version 12 19.08 Threshold °k . 15 1 Panel ID: 5499 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: ISUITE 144 I Volts: 24 VDC Max Panel Current: 9.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5499 5499 Pwr Module I 1 0.075 0.205 0.000 NAC #1 5499 Circuit 1 0.000 0.721 #14 Solid 2.52 214 1.08 19.62 3.81% NAC #2 5499 Circuit 2 0.000 0.759 #14 Solid 2.52 223 1.12 19.55 4.18% NAC #3 5499 Circuit 3 0.000 0.000 #14 Solid 2.52 0.094 0.00 20.40 0.00% NAC #4 5499 Circuit 4 0.000 0.000 #14 Solid 2.52 0.107 0.00 20.40 0.00% Aux 5499 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.000 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 1.685 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required, 1.800 0.140 Total Alarm AH Required Total Combined AH Required 1.94 Wire resistances are based upon an ambient tempera ure of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.33 Sli.k KNI rroject inrormation Project Name: Prepared By: CARTERS BABIES AND KIDS Project ID: FA10003 SCOTT JERKE Date: 1/8/2010 Ckt. Number: NAC #1 Panel ID: 5499 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 SR/15 0.000 0.066 0.000 0.132 1 SCR/75 0.000 0.158 0.000 0.158 1 PC2R/15 0.000 0.079 0.000 0.079 2 PC2R/75 0.000 0.176 0.000 0.352 0.000 0.000 Totals 0.000 0.721 Ckt. Number: NAC #2 Panel ID: 5499 Ckt. Name: 5499 Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 SCR/15 0.000 0.066 0.000 0.066 1 SCR/30 0.000 0.094 0.000 0.094 2 SCR/75 0.000 0.158 0.000 0.316 1 PC2R/30 0.000 0.107 0.000 0.107 1 PC2R/75 0.000 0.176 0.000 0.176 Totals 0.000 0.759 ,AT 10 \S SMITH FIRE SYSTEMS MANAGEMENT, LLC. 1106 54TH AVE EAST TACOMA, WA 98424 SMITHFS946LO OFFICE (253) 248-2000 - FAX (253) 926-0726 A SUBSIDIARY COMPANY OF SMITH FIRE SYSTEMS REVISIONS: 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: CONTRACT WITH: ALL I ANGE REMODEL 4 CONSTRUCTION, LLG. 5621 228TH ST. E. SPANAWAY, WA g8381 TAMMY KL I EN ALL I ANGETAMMY@YAHOO.GOM PROJECT MANAGER: MATTHEW AF3EL 253-24S-2006 MASEL@ SM I THF I RE .00M SYSTEMS DESIGNER: SCOTT JERKE SJERKE®SM I THF I RE.GOM PROJECT: GARTERS 5AE3IES AND KIDS 11250 SOUTHGENTER PKWY SUITE 144 TUKWILA, WA 85155 PARCEL# 262504011 Il DESIGNER: SCOTT JERKE DATE: 1/8/10 PAID JAN : AHJ: TUKWILA 1 2011 Tukwila Fre JOB #: PAI 0003 /10 SHEET #: FA 1 OF 1 Without Comments As Noted in Red Per The Attached Letter SCOPE OF WORK: These plans have bee:i •eviewed by The Tukwila Fire preys tion Buren+ nwith current City s, r c arcs. Ac{ epr f,;subject to errors and oissIons whir;: + :f. , > .b(! )t lLt violations of adopted :(ifJCrd anti r::.,soons rlility for the 4,vith the designer. AdCi;tit fS, +s�:�,t�.�� , (�rIs mese drawings after this dace requ.iIre a resubs kY. aubseque.nt approval. Final a The T Date: rel itr: 1 f.J,t and Inspection by kwlla t -ire ,. 1. COLUMBIA FIRE INC. SCOPE OF WORK IS TO ADD & RELOCATE SPRINKLER HEADS TO THE EXISTING BUILDING TO COMPLY WITH NFPA #13-2013 2. DESIGN TO BE AS FOLLOWS: 130 SQ. FT. MAX SPACING 3. PLAN SUBMITTAL TO THE CITY OF TUKWILA AHJ FOR APPROVAL. 4. MATERIALS PER NFPA #13-2013 EDITION STANDARDS: 5. TESTING PER NFPA #13-2013 EDITION AND THE CITY OF TUKWILA. HANGER W/ KWIK BOLT SCALE: NTS •TUKWILA FIF,.E DEPARTMENT N ese c Ii•23 6- 75 4x7 and • give thiA Fire; errlmit NO. bwn or restorltion ash` `1 V �s HANGER W/ SAMMY - SWDR-1 SCALE: NTS #"x1" Hex—Head Self—Tap Screw F1lI2 OVERHEAD LINE PIPE TYP HANGER W/ UNISTRUT PIPE CLAMP SCALE: NTS 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL OR FM LISTED APPROVED. 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH. 3: PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13-2013 EDITION. 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2013 EDITION. 5. JOINING OF PIPE/FITTINGS (THREADED AND WELDED)'SHALL BE IN ACCORDANCE WITH NFPA #13-2013 EDITION. 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL. 8, ALL FIRE ALARMS, WIRING, MONITORING AND BEAM PENETRATION ARE TO BE INSTALLED BY OTHERS. FIELD NOTES: VEMLI ADD/RELOCATE W/ FLEX DROP SCALE: NTS STAFF LEVEL TWO - SPRINKLER LAYOUT SCALE: 1:4"=1'-0" 0 1_2' _ 5' 10' 15' NORTH 1. ALL NEW PIPE TO BE BLACK SCHEDULE 40 THREADED WITH DUCTILE IRON THREADED FITTINGS, 2. TYPICAL HANGER TO BE HILTI 8" x 2 4" KWIK-BOLT. (UNLESS NOTED OTHERWISE). 3. SYSTEM PRESSURE EXCEEDED 100 PSI - 1" ARMOVER / DROP LONGER THAN 1'-0" SHALL HAVE A HANGER. (PER NFPA #13, SECTION 9.2.3.4.4.2) 4. SYSTEM PRESSURE UNDER 100 PSI -1" ARMOVER / DROP LONGER THAN 3'-0" SHALL HAVE A HANGER. (PER NFPA#13, SECTION 9.2:3.4.1) CLG ELEVATION: 12-0 AFF, R/N UP TYP. ,1412 1 1/2"&I p I0 HEAD REQUIRED kTH1S0CATioN SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE = NEW FLEX DROP SPRINKLER HEAD LEGEND: i0E = EXISTING PENDENT / OUTLET 0 P = EXISTING PENDENT (TO BE PLUG) OO R = PENDENT (TO BE RELOCATED) OA = NEW PENDENT WASHINGTON AMATL! CITTS 2ICATH Crit COMPIT7'INCT P t+tES M/ROTRICTIONSPNIHKLON TWISTS 0 PLUG 0 PfIV;tI m: AEQ.RATION 100'•3 j . 0-101/2°= 1YR V.I.F. CLG.ELEVATION:- -.9'•0-AFF__- AC'i-1'. AREA OF WORK 1 ✓2''_ EQ. PROJECT KEY PLAN SCALE: NTS NORTH CLG ELEVATION: = 9-0 AFF CLG ELEVATION: = 7-10 AFF CLG ELEVA ION: = 9-0 AFF CLG ELEVATION: = a 0 AFF 1 1/2AC SITE LOCATION -r1 1 121, . lW t4i i ar,, C`Y. .V1 ea \t . n r. nrra.r•r-rte. 4.4,4 , ru. . . - LEVEL ONE - SPRINKLER LAYOUT TECH CLOSET .4 NORTH VICINITY MAP SCALE: NTS NORTH DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. - • ALARM VALVE RISER - • FLOW SWTICH RISER • - DRY PIPE RISER O - DELUGE/P.A. RISER - FLEXIBLE GROOVED COUPLING - WELDED PIPE TAG 2017-04-06 DESCRIPTION THS SYSTEM IS LI HYDRAULICALLY DESIGNED I ,n THIS SYSTEM IS NOT I " HYDRAULICALLY DESIGNED SPRINKLER HEAD LEGEND PROJECT: SPRINKLER TYPE / SIN NUMBER MODEL SYMBOL THREAD TEMP FINISH CANOPY ISSUE FOR PERMIT -FLOW TEST - - RIGID GROOVED COUPLING - BRANCHLINE NUMBER STATIC: QR - RECESSED PENDENT QR - RECESSED PENDENT GLOBE GLOBE GL5601 1/2 155° GL5601 1/2 155° CHR CHR -THREADED PIPE COUPLING - CONTROL VALVE (8-10) PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) RESIDUAL: CHR CHR GPM FLOWING: DATE & TIME: - - CHECK VALVE 0 - HYDRAULIC NODE SMCU Southcenter 17250 Southcenter Parkway, Suite 132 Tukwila, WA 98188 CONTRACT WITH: - SYSTEM DESIGN - REMOTE AREA: ,n - WATER MOTOR GONG - ELECTRIC BELL -/- - PIPE HANGER (SEE DETAIL) f - SEISMIC BRACE J (SEE DETAIL) - CENTERLINE OF PIPE TO DECK DENSITY: MAX AREA/HEAD K -FACTOR TOTAL THIS SHEET 33 Columbia Fire SPRINKLER SYSTEM SERVICE & REPAIR WA CL# COLUMFI952MG 111 South Findlay Street Seattle, WA 98108 (206) 232-8569 DESIGNER: Bruce 03-31-2017 SCALE: DP Incorporated 19936 Ballinger Way NE Seattle, WA 98155 P.M. Trygve Oye: (206) 391 3514 Superintendent: HAZARD: O.H. PAID APR -6 2017 TUKWILA FIRE -#290'(, 3 '6 City of -Tukwila 1701226 SHEET # FP1 OF 1 U Z i Pen Tables JPC STD.CTB CL s 0 Evergreen Electrical Systems has been contracted to do the electrical work and fire alarm system for SMCU. The building is fully sprinklered and has an existing monitored Silent Night IFP -100 located in the building electrical room.. We have reattached the existing horn/strobes to the building structure using the existing fire alarm cables. They were left hanging by the demo crew due to wall and ceiling replacement and or adjustments for the new tenet space. Three additional strobes were added due to room size requirements, see plans for locations. Horn circuit three on the NACC panel labeled FSE 4 is the circuit for this suite. The NACC panel is located on the other side of the wall from this TI, mounted next to the FACP. This NACC panel has two spare zones at the time of this TI. Including all devices on this NACC panel the system requires 5.58 ah battery back-up for five minutes of alarm after 60 standby hours. The NACC panel has two 7 ah batteries. There will be no changes or alterations to any other devices or the existing Silent Night FACP including any programming changes. Horn/strobes Audible alarms shall produce a sound in accordance with NFPA 72 2010 ed. And shall be temporal code. Audible shall be 70 dBA minimum and 15 dba above ambient. Strobes will be synchronized per NFPA 72-4-4.1.1 Half the horn/strobes are ceiling and the wall strobes or horn/strobes will be mounted so that the bottom of the lens is not less than 80" or greater than 96" above the finished floor. Manual pull stations System has three existing manual pull stations by the two exit doors and one at the top of the stairs. They are mounted between 42`to 48" off the finished floor within 5 feet of the door or stairs. No other changes will be made to the system outside of this tenet improvement. Any unseen deficiencies discovered during construction will be brought to the Cities attention if needed. All devices will be tested at pre-test and any devices found to have deficiencies or dirty will be replaced. For any questions please call Ron Murphy at (206) 369-5442 and or E-mail him at Ronmurph@hotmail.com. Circuit Information Panel Name: Untitled Panel 1 Circuit Name: Untitled Circuit 3 Starting Voltage: Starting Voltage = 20.4 (3) amp circuit Class B @a 14 AWG DC 24 - volt Supply Type and Model Candela lobal Project Values. STT. N Tr Project Name: Standby Hours: 60 Iv IIC I11 ', �� Project ID: 30 Alarm Mins: 5 " ( Prepared By: 20.070 Strobe SCR Derating Factor: 1.2 5495 Power,Expander Galeulatians-, : i Date: 19.926 Voltage Drop Warning 30 0.097 ersio Vn 02:16 09 m: ��s1 24 Threshold %. 10 Horn/Strobe P2R 75 0,157 Panel ID: 15495 I Model: 5495 Power Expander Max NAC Current: 3.0 Amps Location: I ( Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name Current Draw Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop & Type 1000 Ft. One -Way Ohms EOL 5495 5495 Pwr Module 1 0.075 0.205 Strobe SR NAC #1 5495 Circuit 1 0.000 0.655 #14 Solid 2.52 250 1.26 19.57 _ 4.05% NAC #2 5495 Circuit 2 0.000 0.000 #12 Solid 1.59 Temporal, Low 0.00 20.40 0.00% NAC #3 5495 Circuit 3 0.000 0.968 #14 Solid 2.52 303 1.53 18.92 7.25% NAC #4 5495 Circuit 4 0.000 0.000 #12 Solid 1.59 0.066 0.00 20.40 0.00% Aux 5495 Aux Power Out 0.000 0.000 #12 Solid 1.59 303 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 1.828 Total Alarm Current (Amps) Standby Time In Hours 60 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 4.500 0.152 Total Alarm AH Required Total Combined AH Required 4.65 Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 5.58 Circuit Information Panel Name: Untitled Panel 1 Circuit Name: Untitled Circuit 3 Starting Voltage: Starting Voltage = 20.4 (3) amp circuit Class B @a 14 AWG DC 24 - volt Supply Type and Model Candela Current Tone and Volume Dist from last device (ft) Dist from source (ft) 14 Strobe SCR 30 0,094 50 50 20.070 Strobe SCR 15 0.066 24 74 19.926 Horn/Strobe PC2R 30 0.097 Temporal, Medium 24 98 19.792 Horn/Strobe P2R 75 0,157 Temporal, Medium 50 148 19.545 Strobe SR 15 0.066 36 184 19.402 Strobe SR 15 0.066 2 186 19.395 Strobe SCR 15 0.066 32 218 19.295 Horn/Strobe PC2R 15 0.066 Temporal, Low 15 233 19.255 Strobe SCR 15 0.066 15 248 19.221. Strobe SCR -N 15 0.066 15 263 19.193 Horn/Strobe P2R 15 0.066 Temporcl, Low 20 283 19.165 Strobe SCR 75 0.158 20 303 19.144 Total current/amps 1.034 Total Dist:303 voltage drop 1.256 TE 1 p Without Comments As Noted in Red ID Per The Attached Letter These plans have been reviewed by The TtAw!la Fire Prevention Bureau far conformance qtcurrent City standards. Acceptance is subject errors and omissions which do not a+rthorize ,:'f adopted standards and ordinances The responslh;lilV for the adequacy of design rests tota!iv with the Jesiginer. Additions, deletions a -,,'is;ons to mese drawings after this date will void this= icceptanCe and will require a resubmittal of revised grawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. S. T UKWILA FIRE DEPARTMENT Please cr;1' 2:x:36-��575r-X444 give this er;:Y ' � Permit Nd. -l�-F- 0 and exact address for shut- down hutdown or restoration approval SCOPE OF WORK STAFF MEETING 2003 COL _AMOR ATION 2000 I I y a J 2002 • c. EQ. EQ. t I 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 Svstms. Failure of test .A,ili result hi a Re -inspection Fee and termination of the testinci F-11 <ACT -2) L 9'-D Fclin STAFF BREAK 2001 I 1211211111 32re-ei r1 tLIA, RTC 3 /fry, System Sensor Horn/Strobe PC2R- System C2RSystem Sensor Strobe SCR - System Sensor strobe SR System Sensor Horn/Strobe - P2R Silent Night Pull Station - E next to device indicates existing device s Evergreen Electrical Systems LLC Prepared By: Ron Murphy (206) 369-5442 Scale: 1/4"=l'-0" J U SEATTLE METROPOLITAN' CREDIT UNION tet' C) On - CD �tt3 Southcenter Square 17250 Southcenter Blvd. Suite 132 Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC TP MS TP 16-0699 TrRSDM Sill N6TQt 12.22.16 PERMIT /o>\ 02.15.17 C.D.'s A 03.01.17 ASI01 © 03.10.17 ASI02 A 03.14.17 ASI03 Reflected Ceiling Notes: SEE SHEET 1-4.0 FOR RCP LEGEND Key Notes: Q NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. 2 GENERAL CONTRACTOR TO PROVIDE ALL REQUIRED BLOCKING, BRACING AND MISC. SUPPORTS AS NECESSITATED BY THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND OTHER SUBTRADES. O COORDINATE ALL EXPOSED ELECTRICAL, LOW VOLTAGE (WAP'S), AV, MECHANICAL AND LIFE SAFETY DEVICES TO AVOID CONFLICTS. LIGHTING PLACEMENT TO TAKE PRIORY OVER ALL OVER DEVICES AND ABOVE CEILING CONFLICTS. NOTE: IT IS THE ARCHITECTS EXPECTATION THAT ALL EXPOSED FIXTURES AND EQUIPMENT RUN IN CONTINUOUS PARALLEL AND PERPENDICULAR ORIENTATIONS (UNLESS OTHERWISE DICTATED). M/E/P 4c LIFE SAFETY WORK IN EXPOSED CEILING ("OPEN TO STRUCTURE AREAS") SHALL BE OF THE HIGHEST QUALITY INSTALLATION AND WORKMANSHIP. SPIRAL DUCTING TO BE MILL FINISH, WITH TAGS AND CONSTRUCTION MARKS REMOVED. PLUMBING TO BE LEVEL, STRAIGHT AND CLEANED FREE OF CONSTRUCTION MARKS OR DEBRIS. NOTE: IT IS THE DESIGN INTENT THAT THE DUCTWORK AND VAV TYPE BOXES ARE EXPOSED, CENTRALIZED AND FEATURED WITHIN THE "OPEN TO STRUCTURE AREAS". O CONFIRM ALL FLOOR AND INDIVIDUAL ROOM SWITCHING CONTROLS (SWITCHING, OCCUPANCY SENSORS, DIMMING CONTROLS AND ZONING) WITH ARCHITECT PRIOR TO ROUGH IN AND ORDERING OF LIGHT FIXTURES. 6 CEILING MOUNTED ILLUMINATED EXIT LIGHT. FINAL EGRESS SIGNAGE QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. REFER TO DESIGN -BUILD ELECTRICAL FOR ADDITIONAL INFORMATION. O EGRESS LIGHTING SHALL BE DESIGNED BY A LICENSED ELECTRICAL ENGINEER BASED ON FINAL FLOOR PLAN(S) AND THE MOST CURRENT (IN FORCE) ISSUE OF THE IBC, IEC AND LOCAL CODES/ORDINANCES. THE ENGINEER MAY USE THE ARCHITECTS EGRESS MAPS (COMMON PATH OF TRAVEL/EXIT TRAVEL DISTANCE) AS STARTING POINT FOR A BASIS OF DESIGN. HOWEVER, IT SHALL REMAIN THE SOLE RESPONSIBILITY OF THE ENGINEER TO COMPLETE A SCOPE OF WORK THAT ADDRESSES ALL EGRESS LIGHTING I.E.; ROOMS, SPECIALIZED SPACES, PATHWAYS, ETC. PER THE AFOREMENTIONED CODES. FINAL EGRESS LIGHTING QUANTITIES AND LOCATIONS SHALL BE DETERMINED BY BUILDING AND FIRE INSPECTOR'S FIELD PLACEMENT DETERMINATION. ® THE INTENT AT THE OPEN TO STRUCTURE CEILING AREAS IS TO KEEP THE AREAS AS ORDERLY AS POSSIBLE. INCLUDING BUT NOT LIMITED TO WIRING, CABLING, DUCT WORK AND SPRINKLER LINES. OPEN TO STRUCTURE ELEMENTS TO BE LAID OUT PARALLEL TO ADJACENT SURFACES AND ALL CORNERS ARE TO BE TREATED WITH 90 DEGREE ANGLES. ALL DISCIPLINES TO COORDINATE LAYOUTS, LOCATIONS AND DESIGNS AS REQUIRED TO ACHIEVE THIS GOAL. COORDINATE WITH ARCHITECTS AS REQUIRED. 10 11 ALL ACCESS PANELS (QUANTIFIES, SIZES, ETC.) SHALL BE SOLE DESIGN, FURNISH AND INSTALLATION RESPONSIBILITY OF THE GENERAL CONTRACTOR, MEP AND LIFE SAFETY TRADES. IT IS THE INTENT OF THE ARCHITECT TO MINIMIZE ACCESS PANELS IN ALL CONDITIONS. EVERY EFFORT SHOULD BE MADE TO POSITION, GANG AND/OR RELOCATE DEVICES REQUIRING ACCESS. ACCESS PANELS SHALL CONFORM TO INTEXFORMS "LIFT & SHIFT' MODELS FOR CEILING APPLICATION AND SIMILAR HINGED MODELS FOR WALL APPLICATIONS (INTERIOR ONLY). OPEN TO STRUCTURE (OTS) CEILINGS AND EXISTING CEILING ELEMENTS TO BE PAINTED P-2. PROVIDE NEW SPIRAL DUCTWORK IN OTS AREAS. NEW DUCTWORK 6 NEW CONDUIT TO BE PAINTED. ANY IN -WALL TRANSFER GRILLS TO BE PAINTED TO MATCH WALLS. PROVIDE EXHAUST FAN. CFM TO BE BASED ON USE AND VOLUME OF ROOM. VENT PER BUILDING STANDARD REQUIREMENTS AND LOCAL JURISDICTIONAL CODES. REFER TO MECHANICAL DESIGN -BUILD DOCUMENTS FOR ADDITIONAL INFO. PATCH AND REPAIR ANY DAMAGE FROM PRIOR TENANT'S GRILL VENT. ALL EXISTING LIGHT FIXTURES SCHEDULED TO BE REMOVED. MIDDLE LIGHT FIXTURE TO BE CENTERED ON ISLAND COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECT'S DRAWINGS. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES AND PAINTED TO MATCH CEILING FINISH. FURNISH AND INSTALL ALL ASSOCIATED TRIM AND SEISMIC BRACING AS REQUIRED. . LIGHT FIXTURES, NEW SPRINKLERS AND OTHER CEILING ELEMENTS SHALL BE CENTERED IN THE 2'X2' SECTION OF INDIVIDUAL CEILING TILES U.N.O. . PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH U.N.O. ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION FOR VARIOUS ABOVE -CEILING ELEMENTS ARE TO BE DESIGN BUILD, DOCUMENTATION BY OTHERS - PERMITTED SEPARATELY. NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR (E)CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECT'S CEILING GRID LOCATION & ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. SUBMIT GRILLE, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 10. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ALL OTHER RELATED ITEMS. INSTALL NEW PLUMBING, MECHANICAL, FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH ANY/ALL FIELD CONDITIONS INCLUDING LUMINAIRES. 11. INSTALL NEW LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, ETC. TO AVOID FIXTURE SOILING OR DAMAGE. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. ALL LAMPS SHALL BE NEW AT PROJECT COMPLETION. PAID MAY 22 2617 TUK j A ARE JURISDICTION STAMP Mezzanine Reflected Ceiling Plan 1-4.2 © 2013, JPC Architects, PLLC U Z SCOPE OF WORK • I 1.0UNGc 1000 SERVICE BAR E 1001 COL TION COL TION TORAG 1007 I TORAG 11006I i ..r® =vs ® - • U w U N N w a) Q) s N ram, COFFEE MEN'S 1010 ATM/ITM 1021 COL TIO CONFEREI' 1019 CE COVFEREN CE 1018 COL.ABORA,TION 1017 WQRK ROOM 1015 • Evergreen Electrical Systems LLC Prepared By: Ron Murphy (206) 369-5442 System Sensor Horn/Strobe PC2R- System Sensor Strobe SCR -,0 ;. System Sensor strobe SR s System Sensor Horn/Strobe — P2R Silent Night Pull Station - E next to device indicates existing device Partition Legend: Key Notes: Dimension Notes: II 4 u EXISTING SHELL & CORE WALLS NEW FULL HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. NEW CEILING HEIGHT PARTITION. REFER TO DETAIL 4/1-9.1 NEW FULL HEIGHT PARTITION. REFER TO DETAIL 3/1-9.1. NEW CEILING HEIGHT PARTITION. REFER TO DETAIL 4/1-9.1 Symbols Legend: ®-- WALL TAG O. NO WORK THIS AREA, UNLESS OTHERWISE INDICATED. O WHERE EXISTING GLASS STOREFRONT WINDOWS HAVE BEEN REMOVED, INFILL SYSTEM AS REQUIRED TO ACCOMMODATE NEW PLAN, SALVAGE EXISTING FROM DEMOLITION AS PRACTICAL, MATCH EXISTING. O WHERE PRACTICAL, NEW WALLS HAVE BEEN ALIGNED WITH OR CENTERED ON WINDOW MULLIONS, PILASTERS, EXISTING WALLS, AND/OR STRUCTURAL COLUMNS. WALLS HAVE BEEN DIMENSIONED FOR ADDITIONAL CLARITY WHEN OR WHERE EVER NECESSARY. ® ACOUSTICALLY INSULATE AND SEAL ALL PENETRATIONS AND UNIONS BETWEEN DISSIMILAR MATERIALS (INCLUDING FLOOR/CEILING PLANES, MUD RINGS/JUNCTION BOXES) FULL HEIGHT X FULL LENGTH IN EXTENT AS INDICATED. O AT LOCATIONS AS NECESSITATED BY "IN—WALL" ELECTRICAL AND/OR MECHANICAL SYSTEMS PROVIDE APPROPRIATE METAL STUD WIDTH TO ACCOMMODATE SIZING REQUIREMENT. CONFORM TO SPECIFIED METAL GAUGE AND SPACING AS INDICATED BY WALL TYPE. REFER TO CONSTRUCTION LEGEND FOR ADDITIONAL INFORMATION. ® VERIFY EXACT FRAMING REQUIREMENTS WITH TENANT'S BANK MACHINE VENDOR AT ATM/ITM 1021 BEFORE FRAMING TO COMMENCE. ® GENERAL CONTRACTOR TO CONFIRM EXISTING WALL IS FULL HEIGHT. ® INSTALL 1/2" GWB ON ALL WALLS WITH DAMAGE DUE TO PREVIOUS REMOVAL OF TILE/STONE. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. ALL PARTITIONS ARE DIMENSIONED FROM FINISH . FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "CLR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL WALL FINISHES, U.N.O. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. DIMENSIONS MARKED ± MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM INDICATED DIMENSION, U.N.O. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WITH THE ARCHITECT. SECURE ARCHITECT'S APPROVAL. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. UPON COMPLETION OF PARTITION LAYOUT, NOTIFY ARCHITECT. VERIFICATION OF THE LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. DIMENSIONS LOCATING DOORS U.N.O. ARE TO THE INSIDE EDGE OF JAMB. 8. "ALIGN" MEANS TO ACCURATELY PLANE. 9. ALL DOORS SHALL HAVE 1'-6" CLR. ON PUSH SIDE OF DOOR. EXCEPTIONS PRIOR TO CLOSING LOCATE FINISHED FACES IN THE SAME CLR. ON STRIKE/PULL SIDE AND 1'-0" VERIFY AND ADVISE ARCHITECT OF OUT PARTITIONS. SEATTLE METROPOLITAN CREDIT UNION Southcenter Square 17250 Southcenter Blvd. Tukwila, WA 98188 DESIGN DRAWN CHECKED NO. JPC TP IMS TP 16-0699 12.22.16 PERMIT ® 02.15.17 C.D: s A 03.01.17 ASI 01 JURISDICTION STAMP REFER TO REFLECTED CEILING. PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIER LOCATIONS. First Floor Dimension Plan 1-2.1 © 2013, JPC Architects, PLLC NEW I' 601. DROP PER PON HNC' xRvttannnoxx. eef FTIDM ONO OH FTNI NEW BSP AI.IA,R - FLEX DROP DETAIL '50' HANGER LEGEND 41'-2 O? 1/ N B.1 }L/6 B.7 m erg 'P 0 0 O O R l7 M SPRINKLER LEGEND SEE DETAIL SYM MANUFACTURER S.I.N. TYPE MODEL EXISTING UNCHANGED 41'-2 LI PIPE SI7M 'Lir Wim' THICKNESS les.l/ END PREP TYPES ALLOWED �OHf OF WAIEH IPPE �P�RY IN ONLOS ,_ 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 11/4 ILII 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 g S 15 T In 1.754 :-.1.5 .._,..`.... 2.448 0.125 WA � r 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END I FOR BUTT WELDING) 3.458 0.202 `" I " I 1.5' 11 IIDIs 0.063 2.729 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 4.734 0.303 3 1• 0.090 1 11,5 T:� 8.528 it. .- NS. l i>. 0.101 1 ii 7- \ N r A ..� 1 111-11 I 5 10 r1�1F1-_ 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELLING) 17.300 1.144 6 N;a_ 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) II 1.849 8 10 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 1 1.6 1iDi 7-3 I •' WALL THICKNESS PER NFPA 013 '� A 7- l� 11.5 ICH ,:' - 1 11-11 '1±'-'- 1 i Ill --,-- .. � + ■1.� 1� a 1.5 .5. -----.:'-�- • ._,___1_, . '� - - i..,lei 1 2-61-11 n I � tit „ 1 N Q 15 11.5 N rA� A I I �, 1011- 76111 I Ill II N1m III III I ,. • , II 1.511.6_ N ICN,-:, - - 2-611.11 III ---‘,111.- q p V7 _ 1-�0 4 5' 2-611-11 ¶'?' o09' 2_ I - ; - ^4 AI CN 1.510-51. {�I SCI If 411 ^`,i ... _-H52,3i ,1� 1 ear SPRINKLER PLAN 7-1'\ B ,8 SCALE 1 /8'=1'-O FITTER NOTES 1. ALL FLEXDROPS TO BE INSTALLED PER DETAIL '50. UNO. 2. ALL HANGERS TO BE'GC', UNO. ABBREVIATIONS MOW RMSHED FLOM BOB BOTTOM OF BEAM BOO BOTTOM OF DECK KU BOTTOM OF JOSE BOP BOTTOM OF FMLN ROT BOTTOM OF TOSS 01S OUT TO SUR FO FELD OFOER IFOW INSIDE FACE CF WALL MOW CAUSED FACE OF WNL NAS NO AUTO. SPIMNOSG MO UNLESS NOTED OIFEIIWLAM owmm AFF SSU Fl NEW RELIABLE R3815 REC SSP FIFA CHR CHR 1/2' 1/2 TOTAL THIS SHEET 32 SYMBOL LEGEND AFCON 0610 CEILING PLATE -- 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.tukwita.wa.us to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. (4) #10 X 3/4' SHEET METAL SCREWS '�------ RING HANGER HANGER 'CF' PAD F`3 2 0 2008 Tukwila Fire oto UovtieD f REVISIONS 12 BOO 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 1 4 /1 ;22/ 20 (;Y/ I NTS CONTRACT WITH NOTICE GENERAL NOTES 1. ALL STEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SI7M SCHEDULE Wim' THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED �OHf OF WAIEH IPPE �P�RY IN ONLOS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 11/4 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 BUTT WELDING) 2.448 0.125 2 EDDY FLOW 0.083 2.229 ROLL GROOVED, POLISHED, PLAIN END I FOR BUTT WELDING) 3.458 0.202 212 EDDY FLOW 0.063 2.729 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 4.734 0.303 3 EDDY FLAW 0.090 3.342 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 8.528 0.458 4 EDDY FLOW 0.101 4.318 ROLL GROOVED, PLAIN ENO (FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELLING) 17.300 1.144 6 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.849 8 10 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUR WELDING) 40.080 2.78 •' WALL THICKNESS PER NFPA 013 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW PAYLESS SHOES T.I. NEW SSP SPRINKLERS TIED INTO ROOF BRANCH LINES 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 401E IN ORDER TO PREVENT FREEZING. 2. NEW SPRINKLERS INSTALLED IN ACT CEILING TILES WILL BE CENTERED IN THE HALF OR QUARTER POINTS 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 DUSTING 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: 2oa�- PER NFPA 13:4092 -EDITION AND THE CITY OF TUKWILA EXISTING RETAIL DENSITY IS .20 GPM / 1500 SQ. FT. NEW RETAIL AREAS: ORDINARY HAZARD II DENSITY IS .20 GPM 19909'e .7, THE NEW DESIGN CRITERIA IS NO MORE DEMANDING THAN THE EXISTING SHELL DESIGN CRITERIATHEREFORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. PIPING / FITTING LEGEND Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. WKWILA FIRE DEPHK watt Please call: 575.4407 and give this lob No. DQb- S - 04 10 and exact address for shut. down or restoration approver 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: EXISTING SPRINKLER PIPE NEW SPRINKLER PIPE NEW STRAP-11EE -P • Without Comments As Noted In Red ❑ Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted sta.naaras 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: 2 2Z D$ By: ' • WAu 512- D PAYLESS SHOES TI CERTIFICATE OF COMPETENCY STAMP KEY PIAN SMITH FIRE SYSTEMS, INC. 1106 64th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 92 -1880 FAX: ( 253) 92- 2350 PAYLESS SHOES @ SOUTHCENTER SQ. BUILDING'S' 17250 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER POMMERT DATE 2/19/08 SHEET 1 OF 1 JOB NO. TI8037 1. THE CONTRACTOR IS TO ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES AND TELEPHONE NUMBERS FOR ALL SUB- CONTRACTORS, INCLUDING ALL OWNER PROVIDED SUB- CONTRACTORS. BOTH ITEMS TO BE MOUNTED IN A PICTURE FRAME (8 1/2 " X 11") ON REAR OF MANAGER'S OFFICE DOOR AT FACE HEIGHT AND TWO COPIES TO OWNER'S CONSTRUCTION MANAGER. 2. PRIOR TO STORE OPENING, THE CONTRACTOR IS TO ARRANGE FOR AN INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. CONTRACTOR IS TO PROVIDE THE LANDLORD AND THE OWNERS CONSTRUCTION MANAGER WITH A COPY OF THE BALANCE REPORT. SEE MECHANICAL SPECS. 3 IF REQUIRED BY LANDLORD, CONTRACTOR SHALL SECURE THE NECESSARY APPROVAL OF STORE'S SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. 4. TURN OVER ALL KEYS TO STORE MANAGER MARKING EACH KEY FOR IDENTIFICATION. 5. SET ALL TIME CLOCKS, THERMOSTATS, ETC. PER STORE MANAGER' OR PRE-ESTAB. SETTINGS / GUIDELINES. 6. EXPLAIN OPERATION OF ALL SYSTEMS TO STORE MANAGER AND LEAVE ALL APPROP. DOCUMENTATION W/ HER. 7. INSTALL REMAINING OWNER SUPPLIED FIXTURES AND HARDWARE ARRIVING ON MERCHANDISE TRUCK. 8. LEAVE AS -BUILT SET OF PLANS IN NON -SALES PLAN TUBE. SEE PLAN FOR LOCATION. 9. G.C. IS TO PROVIDE ONE 30 Y.D. DUMPSTER FOR USE BY STORE PERSONNEL DURING MERCHANDISING. 16 TURNOVER REQUIREMENTS A. AN AIRLOCK VESTIBULE IS NOT INCLUDED ON THIS PROJECT BASED UPON EXCEPTION (b) OF ASHRAE STANDARD 90.1-2001, PARAGRAPH 5.5.3.4 AND ASHRAE STANDARD 90.1-2004 PARAGRAPH 5.4.3.4. EXCEPTION (b) ALLOWS OMISSION OF VESTIBULES FOR COMMERCIAL BUILDINGS LESS THAN 4 STORIES ABOVE GRADE. B. COMPUANCE WITH IECC-2006 WITH REGARD TO AIRLOCK VESTIBULE OMISSION IS BASED UPON CODE PARAGRAPH 501.1 WHICH PERMITS (EXCLUSIVE) COMPLIANCE WITH ASHRAE STANDARD 90,1. C. COMPLIANCE WITH IECC-2003 WITH REGARD TO AIRLOCK VESTIBULE OMISSION IS BASED UPON CODE CHAPTER 7 WHICH REQUIRES COMPLIANCE WITH ASHRAESTANDARD 90.1. D. IN LIEU OF THE PRESCRIPTIVE COMPLIANCE UNDER CHAPTERS 5 AND 8 OF THE IECC (2006 AND 2003 EDITIONS), THIS PROJECT IS DESIGNED PER CODE ALTERNATES TO COMPLY WITH ASHRAE STANDARD 90.1, AND, AS SUCH, IS HEREBY SUBMITTED WITHOUT A VESTIBULE. 11 VESTIBULE NOTES 0 Without Comments As Noted In iRed Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau .or conformance with current city standards. Acceptance is :a;ubjecct to errors and omissions which do not authorize violations of adopte standards and ordinances. The responsibility for the adequacy of deltp'i rests totally with the designer. Additions, deletions or revisionso the: -:ie drawings a this date will void thic,acceprance and will require a resubmittal of revised drawings for subsequent appr Final acceptz*.nce i` subject to field test and Inepectio The Tukwila Fire Prevention Bureau. Date: 1)- j --(-) 7 By: pill f144-10,1 YYt I a4-6. (( et,t;a NOTICE A completed, signed, Tukwida Fire Department Pre-test Certificate must be present- 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 CO Y NORTH 1 1. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH OWNER'S CONSTRUCTION MANAGER AND SUBMIT SCHEDULE TO CONSTRUCTION MANAGER AND MALL/LANDLORDS OPERATIONS MANAGER. 2. GENERAL CONTRACTOR TO ENCLOSE ALL EXPOSED MALL COLUMNS AND DEMISING WALLS WITHIN LEASED SPACE. FIRE RATED ENCLOSURE TO MEET LOCAL AND STATE CODES AND LANDLORD REQUIREMENTS. 3. GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY OWNER OF ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL WIDTHS, LENGTHS, AVAILABLE CEILING HEIGHTS, COLUMN LOCATIONS, STOREFRONT CONDITIONS, UTILITY LOCATIONS, ETC., WHICH ARE DISCOVERED DURING DEMOLITION. 4. ALL CONSTRUCTION, INCLUDING TRIM, MUST BE WITHIN LEASE LINES.. USE OF ANY AREA OUTSIDE OF LEASE LINES FOR STORAGE OF MATERIALS, TOOLS, FIXTURES, ETC., IS PROHIBITED.. 5. GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOB SITE AS DIRECTED BY MALL/LANDLORD OPERATIONS MANAGER. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN LEASE SPACE AT ALL TIMES. 6. ALL WOOD FRAMING, BLOCKING, AND PLYWOOD TO BE FIRE RETARDANT PRESSURE TREATED MILL STAMP, USE SELECT GRADE LUMBER AT ALL EXPOSED AREAS. 7. ALL WALL AND CEILING CONSTRUCTION SHALL BE BRACED OR SUSPENDED FROM TOP FLANGE OF STRUCTURAL FRAMING MEMBERS AND JOISTS NOT FROM METAL DECK. (NO FASTENERS. IN METAL DECK, DUCTS, OR PIPING). 8. ALL DIMENSIONS ARE TO FINISH FACE OF GYPSUM WALL BOARD OR TO FINISH FACE OF EXISTING CONSTRUCTION UNLESS NOTED OTHERWISE. 9. ALL ANGLES 90' UNLESS NOTED OTHERWISE. 10. GENERAL CONTRACTOR IS RESPONSIBLE TO HAVE ENTIRE STORE THOROUGHLY CLEAN AND DUST FREE AT THE TIME OF TURN OVER (INCLUDING STRIP/WAX BACKROOM FLOOR). 11. SALES AREA - GENERA;. CONTRACTOR TO ASSEMBLE ALL MISCELLANEOUS FLOOR DISPLAYS, RACKS, BRACKETS, HANGRODS, ETC., INCLUDING, BUT NOT LIMITED TO, ROUNDER RACKS, 2 WAY RACKS, 4 WAY RACKS, DISPLAY/MERCHANDISE TABLES. NON -SALES AREA -GENERAL CONTRACTOR TO ASSEMBLE ALL MISCELLANEOUS NON -SALES OFFICE EQUIPMENT, SHELVES, RACKS, BRACKETS, HANGRODS, ETC. GENERAL CONTRACTOR MUST FILE BURRS SMOOTH BEFORE INSTALLING SNAP -IN END CAPS ANYTIME HANGROD IS CUT TO LENGTH. 12. GENERAL CONTRACTOR TO POLISH ALL EXPOSED EDGES OF 1/4 " PLATE GLASS MIRRORS. 13. GENERAL CONTRACTOR TO NOTIFY CONSTRUCTION MANAGER OF FIELD DETERMINED PERIMETER WALL CONDITIONS WHERE CLEAR OPENING WILL BE LESS THAN AN EVEN MULTIPLE OF 2'-0", (I.E. 4'-0", 6'-0", 8'-0", 10'-0"). 14. GENERAL CONTRACTOR TO PAINT ALL EXPOSED SURFACES OF WOOD TRIM AND PRIME COAT ALL OTHER SURFACES TO PREVENT WARPING. 15. COORDINATE ALL WORK WITH MALL/CENTER MANAGEMENT. 16. GENERAL CONTRACTOR AND SUB -CONTRACTORS MUST FAMILIARIZE THEMSELVES WITH THE TENANT CRITERIA MANUAL, MALL CONSTRUCTION REGULATIONS AND LOCAL CODE REQUIREMENTS FOR ANY ADDITIONAL INFORMATION NOT SPECIFICALLY INCLUDED IN THESE DOCUMENTS. 17. EXISTING SPRINKLER SYSTEMS ARE TO BE MODIFIED BY THE GENERAL CONTRACTOR TO ACCOMMODATE NEW CONSTRUCTION AND ALL APPLICABLE LOCAL CODES AND RULES. THE GENERAL CONTRACTOR IS TO SUBMIT ALL NECESSARY DRAWINGS AND DATA TO THE APPROPRIATE LOCAL OFFICIALS FOR REVIEW AND/OR APPROVAL AS REQUIRED. 18. SPRINKLER HEADS AT STOREFRONT, IN SHOWCASE WINDOWS, IN HARD SURFACE CEILING AND/OR AS DIRECTED BY LANDLORD OR WHERE VISIBLE BY THE PUBLIC ARE TO BE CONCEALED TYPE. SEMI -RECESSED, CONCEALED, OR SURFACE MOUNTED HEADS ARE TO BE USED IN AREAS NOT VISIBLE BY CUSTOMERS, AND/OR AS DIRECTED BY THE LANDLORD. HEADS SHALL BE PURE WHITE. COLOR OF CONCEALED SPRINKLER COVERS ARE TO MATCH COLOR OF CEILING IN THAT AREA. 19. FIRE SUPPRESSION SPRINKLER SYSTEM SHALL CONSIST OF AN ASSEMBLY OF PIPING FOR WHICH THE DESIGN, DRAWINGS, AND CALCULATIONS SHALL HAVE BEEN PREPARED BY THE G.C.'s LICENSED SPRINKLER CONTRACTOR FOR SUBMITTAL TO, AND. APPROVED BY THE LANDLORD'S INSURANCE UNDERWRITER, AND ALL OTHER APPLICABLE GOVERNING AGENCIES. THE TENANTS FIRE SUPPRESSION SPRINKLER SYSTEM SHALL BE SERVED BY A SINGLE CONNECTION TO THE LANDLORD'S FIRE PROTECTION MAIN PIPING SYSTEM, AT A POINT AS DIRECTED BY THE LANDLORD'S MALL OPERATIONS DIRECTOR. ALL INSTALLATION AND CONSTRUCTION SHALL BE COORDINATED WiTH THE LANDLORD'S MALL OPERATIONS DIRECTOR. COMPLY WITH THE SPECIFIC REQUIREMENTS OF THE OVERALL PROJECT DEVELOPMENT, AND BE CONSISTENT WITH THE REQUIREMENTS AS OUTLINED IN THE LEASE EXHIBITS AND DOCUMENTS. 20. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF-SITE. • 12 TUKWiLA FIRE DEPARTMEf Please call: 575-4402 and give this job No. O 7- F -1�C� grid exact address for Shedd nuwn or restoration approveeV GENERAL . NOTES NORTH STREET 13 NOTES TO CONTRACTORS REGARDING MOLD AND MILDEW 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND/OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND/OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT/ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND/OR SUSPICIONS. 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL VENTILATED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WiTH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 7. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER OR TENANT. ENSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. ENSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ("COLD" SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 9. ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. SHEET NO. SHEET DESCRIPTION C1.1 C1.2 A1.1 TITLE SHEET SPECIFICATIONS CONSTRUCTION FLOOR PLAN A1.2 REFLECTED CEILING PLAN FLOOR & WALL FINISH PLAN TEXAS SHELL - DP -6.02 A3.1 A4.1 LARGE SCALE PLANS AND ELEVATIONS INTERIOR ELEVATIONS A5.1 STOREFRONT ELEVATIONS A6.1 A7.1 STOREFRONT SECTIONS DETAILS 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GENERAL REQUIREMENTS A7.2 DETAILS A8.1 STORAGE SYSTEM DETAILS A8.2 STORAGE SYSTEM DETAILS E-1 ELECTRICAL POWER PLAN E-2 ELECTRICAL LIGHTING PLAN -1041-40 MOM DM r �•xw •T•�e rill • ••: E-3 ELECTRICAL DETAILS E-4 ELECTRICAL SCHEDULES AND DETAILS E-5 ELECTRICAL SPECIFICATIONS E-6 LIGHT STAT CONTROLS M-1 MECHANICAL FLOOR PLAN M-2 MECHANICAL SCHEDULES AND DETAILS M-3 MECHANICAL SPECIFICATIONS Fills Protection,I -. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 800 681-1125(Phono) 0_646'3.4546f F �x) MOLD AND MILDEW NOTES 14 DRAWING INDEX r V'/ tun, riwiam inkft ill i_ h III!' s�ii�s(1♦�i�,ii, NMI �iil� . i % ..f 111!A . �-.1111(_x. �; I w:� �� P � T-wcrwl�p, white. Ijr LANE BRYANT # 46302 amilwe 1.1 MINKLER BOULEVARD. _:•wittlitit_ �aiiai�ira�s U, w THE GENERAL CONTRACTOR AND ALL CONTRACTORS BIDDING ON THIS PROJECT SHALL VISIT THE SPACE TO FAMILIARIZE THEMSELVES WITH THE ACTUAL JOB CONDITIONS AND TO CHECK FOR ANY INTERFERENCES BETWEEN THEIR WORK AND THAT OF OTHER TRADES AND/OR APPARENT VIOLATIONS OF LOCAL, STATE OR FEDERAL CODES, LAWS, ORDINANCES AND REGULATIONS BEFORE ENTERING INTO A CONTRACT WITH EITHER THE GENERAL CONTRACTOR AND/OR OWNER. IF ANY INTERFERENCES OR VIOLATIONS APPEAR AND DEPARTURE FROM THE DESIGN INTENT OF THE CONTRACT DOCUMENTS IS REQUIRED, THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT AND, OWNER, IN WRITING, BEFORE ENTERING INTO CONTRACT WITH THE OWNER. FAILURE TO PROVIDE ARCHITECT AND OWNER WITH THE AFOREMENTIONED NOTIFICATION SHALL RESULT IN THE SPECIFIC CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUMENTS AT HIS/HER OWN COSTS WITH NO ADDITIONAL EXPENSES (EXTRAS) BEING INCURRED BY OWNER. 0 1 • 2 3 4 5 AD • w..& .A. •.4III[ , 6 7 8 14 • r •J NE L. L4 J L•.4 19 �i CONCRETE / STEEL rit 0 •J i 20 I 4 DEMOUTION ASBESTOS REMOVAL PERMITS,FEES,INSURANCE TEMPORARY UTILITIES FURNISHED BY LL, PAID FOR BY GC TRASH REMOVAL FURNISHED AND PAID FOR BY GC CERTIFICATE OF OCCUPANCY PROFESSIONAL CLEANING STOREFRONT BARRICADE STOREFRONT GLASS GLAZING AND FRAME STOREFRONT GRILLE STOREFRONT FASCIA STOREFRONT NEUTRAL PIER 0 1 011130316 17 E119 XX•Z•�•t•Miele.LZ•C•I�•L ••�• •�I•=rTT❖0 �Z �O r: • o • • • •�• Z •J r y • • • •.,4L 104.011 li•i•=e=• ' •101 Ili 4�• L FIRE ANNUCIATION SYSTEM •.•y�•Z• I •I•� :° • ��� [ , FIRE PROTECTION SYSTEM - MODIFY •i•�•_• 1•y� f ee•;C , SPRINKLER SYSTEM �,I1•w•�•[• 1Litir MM. •]:. C 0 1 Ili®16 17 jD15 2 PLUMBING X•�•i•=•=� ZCO KO. 1I E TOILET RM. ACCESSORIES/nXTURES UNDERSLAB ROUGH -IN. RELOCATE AS REQUIRED WATER COOLER FINAL CONNECTIONS & VENTS ELECTRICAL 2 3 4 5 6 7 8 9 10 11 12 COMPACT FILL CONCRETE SLAB CONCRETE TOPPING MECHANICAL ROOF PENETRATIONS,CURBING,FLASHING HVAC DUCTWORK HVAC UNIT THERMOSTATS & CONTROL WIRE FIRE EXTINGUISHERS AND TAGS /SIGNS 2 3 4 5 6 7 8 9 10 11 12 ❖Z•Z•Z •M ILIOW Et' L_ n•/•i•=•=• •1• • •L.. 444 Y.V.•r• • ems• • IF mmHg 0 1 2 3 4 5 6 7 8 9 121314®® •T• • • •r• • �• Or �� DISTRIBUTION STUB -IN TO SPACE • •♦•• • e • • 41-4 PANELS / METERS • • • • • • • `�> • •• 44:r v.,-. UGHTI .V (FLUORESCENT) •+•• • F •+• �% �daq ( CHANNEL LIGHTS (FLUORESCENT) •yy • •y �� (, MISG LIGHTING (INCANDESCENT) I•r•T•=•Z=•iz �ZO1N11�;LIEXIT AND EMERGENCY LIGHTING • • •aeZ• Z•�•� • • eL JUNCTION BOXES • p •I•} Z:r� C• LLGEFON�S • • • • �F •ie �[ REGISTER P.O.S. • • • • •" • ( SECURITY SYSTEM ♦ 1 1 • • • • • C STEREO SYSTEM 16 i 7 19 20 CARPENTRY •Z• i•i•�•Z•=Z•1•� p ice. DEMISING WALL ( STUDS / DRYWALL ) tril •Jjei•Tr• • Z•i • •Le1�• C•�( STOCKROOM WALL ( STUDS/DRYWALL ) •101ri•X•Z• 1 •Z•���0'r 0C•6 INTERIOR PARTITIONS ( STUDS/DRYWALL ) • •T•'• • • • • if" _ • • (, WALL SYSTEM / WALL PANELS • • • • • • • S. • •• • ' MILLWORKS ( FITTiNG ROOMS ) o • MILLWORKS ( SALES DESK ) O • l J MILLWORKS ( VALENCES / BAFFLES ) 0 0 1 2 3 ••• • • • •A 4 5 6 7 • • s 8 9 10 11 12 • O 0 F• • • • r • • •• •TST• 0 1 c•,* 00 2 3 88 00 00 4 5 0 6 7 8 0 • •••• • • O 0 1 00 2 3 ae 01140 ••• 4 0 5 • s0 • 8 9 10 11 12 O Too • • • • • 0• •• • 15 e 16 17 � • • it eNi � e, •EI 15 16 17 18 MILLWORKS ( COUNTERTOPS ) c; MILLWORKS ( MALL STOREFRONT ) 0 STANDARDS/SHELVING (TICKET ROOM) 19 20 DOORS Q STOREFRONT ENTRANCE DOORS C REAR SERVICE DOORS C INTERIOR DOORS,FRAME,HARDWARE () FITTING ROOM DOORS,FRAME,HARDWARE ) OFFICE / LOUNGE / SECONDARY EGRESS RESTROOMS 19 20 SIGNS •N • • TOREFRONT VINYL DECALS •I•♦•I• ` ��, 5511• ` J JJ i 9 10 11 12 ®l6 1••••74.:410 7 ®.it®20' .i!SCELLANEOUS ••'•• • " •T• rttql116•y1• • • • • •�•i• • •• •Z•Z•IeXi • •JConii [•om • •r•• • • •• •e" w•, ••• • 0 ••• 551.4 41 •.4 0 1 2 3 4 O • 5 8 • • 6 7 8 • •• ••e • • • • ( INTERIOR SIGNAGE (�, STOREFRONT SIGNAGE (�:: () FINAL CONNECTION -SIGNS 0 JUNCTION BOX 0 SIGN LOCATIONS r GN PERMIT 0 1 a LANE BRYANT/CACIQUE (KA' -SEEK) STORE NO: 46302 SOUTHCENTER SQUARE 17250 SOUTHCENTER PKWY -72`t TUKWILA, WA TENANT HOME OFFICE LANE BRYANT CHARMING SHOPPES, INC 450 WINKS LANE BENSALEM, PA 19020 215-245-9100 TENANT'S REPRESENTATIVES DIRECTOR OF DESIGN MICHAEL SCHIRMER 215-633-4781 DIRECTOR OF CONSTRUCTION PAUL EVAK 215-638-6893 ARCHITECTURAL CONSULTANT CASCO 10877 WATSON ROAD ST. LOUIS, MO 63127 314-821-1100 PROJECT MANAGER MEGAN SUROVCIK 215-633-4654 L.L. TENANT COORDINATOR WIG PROPERTIES, LCC -SS LESHYA WIG 4811 134TH PLACE SE BELLEVUE, WA 98006 425-957-4774 DESIGN CRITERIA VINYL WALL COVERING PAINT FLOOR FIXTURES FITTING ROOM MIRRORS (PRE -FRAMED) MIRRORS,CUPS,CHANNELS,ETC. QQ23 008 4 5 6 7 8 9 10 11 12 0 8 • • 00K 0 1 2 3 •♦• e ••• •$•+e e•• •♦•fie• 4 8 6 7 0 8 9 10 11 12 1314 16 1 • •�1 13 14 016 •••� • •�1. 17 18 19 CEILING • • O CEILING ( 2 x 2 LAY -IN ) CEILING (2 x 4 LAY -IN ) 17 1 B 19 FLOORING • 4i t♦ ••• s• 444 •• • • • •1 CARPET CARPET BINDING CERAMIC 11LE FLOORING TRANSITION STRIP TILE (SALES) FLOOR 11LE/BASE (TICKET ROOM) N2IE; 1. TENANT'S CONTRACTOR IS RESPONSIBLE FOR UNLOADING ALL OWNER SUPPLIED MATERIALS AT JOB SITE. 2. TENANT'S CONTRACTOR SHALL INVENTORY THOSE QUANTITIES AGAINST PURCHASE ORDER AND NOTIFY OWNERS CONSTRUCTION COORDINATOR OF ANY DISCREPANCIES. 9 NOTE TO CONTRACTORS 10 RESONSIBILITY SCHEDULE OWNER/ APPLICANT: LANE BRYANT STORE #; 46302 STORE LOCATION: TUKWILA, WA THE FOLLOWING INFORMATION IS BASED ON THE 2003 INTERNATIONAL BUILDING CODE -STORE GROSS AREA: 7063 RETAIL AREA SQFT.: 5888 STORAGE AREA SQFT.: 1175 -OCCUPANCY/ USE GROUP CLASSIFICATION: M - MERCANTILE -OCCUPANT LOAD: 201 OCCUPANT LOAD @ RETAIL: 5888 S.F./30 S.F. = 197 OCCUPANT LOAD © STORAGE: 1175 S.F./300 S.F. = 4 -CONSTRUCTION TYPE: V -B (FULLY SPRINKLED) - BUILDING HEIGHT & AREA LIMITATIONS: 24,000 S.F./FLOOR - MEANS OF EGRESS: NUMBER OF EXITS REQUIRED: 2 OCCUPANT LOAD OF: >50 LENGTH OF EXIT ACCESS TRAVEL: 250 L.F. (SPRINKLED) CAPACITY OF EGRESS: 1200 0.15 INCHES PER OCCUPANT -FIRE RESISTANCE RATINGS OF BUILDING ELEMENT: TENANT SEPARATION WALL: 1 HR (U465) OFFICE ROOM NAME 100 ROOM NUMBER 8'-0" GYP. 6D. CEILING HEIGHT CEILING MATERIAL COLUMN NUMBER DETAIL NUMBER SHEET NUMBER SECTION NUMBER SHEET NUMBER ELEVATION NUMBER SHEET NUMBER PT -1 ( XX -XX -XX NORTH DOOR NUMBER (SEE DOOR SCHB)ULE) KEYED NOTE WALL TYPE (SEE WALL LEGEND) FINISH NUMBER (ELEVATION) (SEE FINISH SCHEDULE) FINISH LOCATION (PLAN) (SEE FINISH SCHEDULE) FINISH NUMBER (PLAN) FIXTURE NUMBER (SEE FIXTURE SCHEDULE) NORTH ARROW AR DRAWING REVISION GG1ag0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS PH: 314-821-1100 FAX: 314-821-4162 EMAIL: charmingOcascocorp.com Profeeelonal of record pproctictnp as en MdMduel. WILLIAM A. BANDLE License Number. 6650 PROFESSIONAL OF RECORD Expiration Dote: 8/12/08 STORE NO. 46302 ISSUED: 3/28/07 REVISIONS 3/28/07 LANDLORD REVIEW 5/2/07 PERMIT / BID "Praku. ;. I '�1 1730 Oala2:ON ROAD EVERETT, WA 98204 (425) 290-9600 or 800-681-1125(Phone) ncr SITE / KEY PLAN 4 SYMBOL LEGEND C1.1 TITLE SHEET $•'A D JULI1007 Tukwila Fire 251-5 'MANUFACTURE_ MODEL # DESCRIPTION SYMBOL "SCOPE OF WORK" INSTALL AN AUTOMATIC FIS E ALARM SYSTEM IN• ALL IRE TO BE FPLR-MIN I8AWG, 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. MONITORING 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 FINAL ACCEPTANCE TEST. 1730 GIBSON ROAD EVERETT, WA 98204 (425) 290-9600 or 800-681-1125(Phone) 4254357-4546(Fax) .._",. �ML,21.,E INNI 11.1) ®",® Fire Protection, Inc. 1730 GIBWIN ROAD, EVERETT, WA 98204 DRAWN BY 5 CONT#FIREPL*021 ML LI#CATS*RL022CG SEATTLE FIRE DEPT#SCP-C-9955 NICET#4--#097337 CFPS#1473 PROPERTY OF AND ALL RIG! ITS RESERVED FIRE PROTECTION, INC. DATE "? 1 Z, 4 047 105'-9 5/8" 103'-10 1/8" *1473 4evEL,1V 13'-10 7/8" 2'-4 7/8" 1'-0 1/4" 87'-6 3/8" st- FITTING ROOM 8'-9 1/4" 6'- 6 1/8" 48'-2 1/4" 39'-4 1/8" @L:,\O@CD 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS PH: 314-821-1100 FAX: 314-821-4162 EMAIL charmingOcascocorp.com Professional of record prootickm os on Individual. CACIQUE SALES WILLIAM A. DANDLE License Number: 6650 PROFESSONAL OF RECORD Expiration Dote: 8/12/08 COMFORT Z eo ///////////s_!►%���/%%% VIFIfI 4r //I/// //i//JP/ _��� Aw�Y// //rs/IC v —v 6'-4 7/8" 27'-9 3/4" 5'-4 7/8" >- 03 FORS TO CHECK AND VERIFY ALL EXISII FIELD BEFORE WORK IS STARTED. gF g DSCZ 5 55 ` 8 r-- 5/2/07 .1 o N M g LANE BRYANT SALES y 3'-0" 1'-0 1/2" 2'-4 7/8' �. Vi3iJ� ;4, Rhes 8'-10 7/8" HALLWAY, 5'-7 3/4" 5'-3 7/8" 5Ol 11 / / • 1 1 N 1 1 O / ©� 1 iiii iii�iiiiisiiiiiiiie�liiiiii�/iiiiiiiiiiii m ii`iiiiiiiAr I' 'iii `iiiiiiriiliiiiii�iiiii iiii motto - - - 1 I 1 ..l 6'-1 5/8" /IMF Ar a, ( �� �CQ5 \lam L\ rQLQ iiiiJiiiiiieii STOCKROOM c, k \ -•7 1/4" 48'-11 1/4" 2'-4 7/8" 1,-1 1/4" 102'-9 5/8" LEASE DIMENSION. C ONSTRUCTION FLOOR PLAN *"' (,►D•1 SHEET NO. Rea Without Comments As Noted in Re Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance, with current City standards. Acceptance is subject rt., errors and omissions which do net uthorize violations of adopted standards and ordinance: The responsibility for the adequacy of design re;:• -;:s totally with the designer. Additions, deletions -. visions 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: �. �_ �- _ By. Ci J 1 PMRTMENT 5; = 206-575-1407 and � Sfe this Fire Permit NOe ::4nd erg odes br shut- down or restration ,npprovz1. r METAL PAN DECK EX BRANCHUNE STEEL BAR JOIST (DN SPRINKLER PLAN 0 4 0 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 30 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. MAX E.C. SPACING IS TO BE 14x14 AND 7'-0" OFF OF A WALL 5. MINIMUM E.C. SPACING IS TO BE 8'-01' BETWEEN HEADS 6. ALL SPRINKLERS TO BE CENTERED IN 2 DIRECTION ONLY OF 2' x 4' TILES 7. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 8. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. NEW CEIUNG NEW SSP BUILDING SECTION NTS —T N HYDRAULIC REFERENCE PLAN NTS 17EX BRANCHUNE 7 1(6-8)W/ 90ELL U.N.O. NEW FM BRAIDED EASY FLEX LENGTH PER PLAN CEIUNG \RECESSED SSP DETAIL A/1 EX BRANCHUNE 1(66) W/90ELLU.N.O. NEW ARMOVER W/ COUP NEW FM BRAIDED EASY FLEX LENGTH PER PLAN CEIUNG DETAIL A/1 RECESSED SSP METAL DECK SAMMY XP20 EXPRESS SCREW 3/9" ATR f HANGER RING HANGER XP TOP CHORD OF BAR JOIST 12' RETAINER STRAP AFC() 100 3/8' BEAM CLAMP --- 3/8' ATR 7— HANGER RING -I. HANGER TB AREA MAP NTS 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 /PIPE CAFACRY IN GALLONS 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POUSI/SD 2,05 0.044 1f WALL THICKNESS PER NFPA # 13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) 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 405F 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 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: RETAIL- ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RETAIL- ORDINARY HAZARD GROUP II REMOTE AREA REDUCTION @ 17-0" CEILING= 1058 SQ. FT. WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING. LOCATION OF TEST DATE OF TEST DATA SUPPLIED BY 150 PSI 20 PSI 7,474GPM SOUTHCENTER BLVD & MINKER 2007 CITY OF TUKWILA ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1058 SQUARE FEET DEMAND AT BASE OF RISER 465.60 GPM AT 73.70 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 715.60 GPM AT 102.20 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) U) z_ a- 0 W U 0 CC 0Lo 0 z U PAID isY232OO1 TUKWILA FIRE .1% MINKLER BLVD SITE PLAN AREA OF WORK RISER NTS ABBREVIATIONS SYMBOL LEGEND SYMBOL LEGEND PIPE LEGEND FLEX LEGEND SPRINKLER LEGEND REVISIONS AFF BOB BOO BOJ BOP BOT CTs FO IFOW OFOW NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF .KIST BOTTOM OF PU1UN BOTTOM OF TRUSS CUT TO SLAT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 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 COUPUNG RIGID COUPUNG 4 • S MT R P (E) NEW 1' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEEOUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE RELOCATED EXISTING PIPE NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND MAKE TYPE LEN NIPPLE BRKT SCRW ONTY SYM MANUFACTURER S.I.N. TYPE MODEL EASY FM -BRAID 48" 1/2" ACT NA 9 EXISTING AW" X'I° NO. DATE BY REASON FOR REVISION EASY FM -BRAID 60' 1/2" ACT NA 4 O UNCHANGED SSP CHR CHR 5.6K 1/2" 155° EASY FM -BRAID 72' 1/2" ACT NA UNCHANGED SSU BRZ 5.6K ' 1/2' 155° — EASY FM -BRAID 48' 3/4' ACT NA 8 EASY EASY FM -BRAID FM -BRAID 60' 3/4' 72' 314' ACT ACT NA NA 2 5 BRACKET LEGEND: NEW 0 EXISTING WALL r///////////I NEWWALLTOCEIUNG NEW FULL HEIGHT WALL ..I NEW LOW WALL ..J NEW SOFFIT WALL LXXX/ XXXXXXXI ACT = STANDARD OGSB BRACKET N I RELIABLE RELIABLE RA1414 RA1425 SSP REC ECSSP F1 FR -58 J112 CHR CHR CHR F1 CHR F1 5.6K 1/2' 155° 14 112K 3/4" 155° 15 GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4'7(1.5' TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90951/2' = 90° NIPPLE 5.25' LONG 9'x1/2' = 9' LONG x 1/2" EXTENDED NIPPLE TOTAL NEW 29 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE : ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH LAKEVIEW CONSTRUCTION 10505 CORPORATE DRIVE STE 200 PLEASANT PRAIRIE, WI PROJECT MANAGER : JANELLE VERA OFFICE PHONE : 262-857-3336 X 257 CELLPHONE: EMAIL: janelle@Ivconstruction.com SUPERINTENDENT: PHONE: EMAIL : r WASHINGTON STATE I CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. SMITHFS1360T L -1--- ----------J CERTIFICATE OF COMPETENCYSTAMP 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 926.1860 FAX: (253) 926-2350 PEARL VISION@ SOUTHCENTER SQUARE J7ZV 1-71e0SOUTHCENTER PARKWAY, STE 128 TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S LANE L. 5/23/16 1 OF 1 TI16057 6"7/ / SCOPE OF WO 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT, GE\ E/6\1_ \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 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 MONITORED BY A U.L. LISTED M❑NIT❑RING 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 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 FL❑❑R, 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 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 C❑GENERATI❑N 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 -❑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. FA16044 PEARL VISION SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: EXISTING DEVICES 600 0.478 0.723 23.277 FSE 2 EXISTING DEVICES Device Type Quantity Amps Total Amps Total EXISTING DEVICES 600 0.854 1.291 22.709 FSE 4 PEARL VISION Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.47800 0.4780 0 NAC 2 1 0.00000 0.0000 0.00600 0.0060 14 AWG THWN NAC 3 1 0.00000 0.0000 0.85400 0.8540 0' NAC 4 1 0.00000 0.0000 1.04100 1.0410 Total Panel Loads: 0.075 Amps 2.584 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 2.584 Amps For 5 Minutes= 0.217 Amp -hours 20% Derating= 2.420 Amp -hours Total System Current Load: 2.420 Amp -hours Ba ter/ Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA16044 PEARL VISION Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 EXISTING DEVICES 600 0.478 0.723 23.277 FSE 2 EXISTING DEVICES 600 0.006 0.009 23.991 FSE 3 EXISTING DEVICES 600 0.854 1.291 22.709 FSE 4 PEARL VISION 820 1.041 2.151 21.849 CALCULATI-\S Tt V-011 MAX. 0'-4N MIN. 0'-4" MIN. AIR 17- DIFFUSER N❑TIFICATI❑N: LENS SHALL BE MOUNTED THAT THE ENTIRE LENS TO BE LOCATED NOT LESS THAN 80" AND NOT GREATER THAN 96" FROM FINISHED FL❑OR, . ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR X 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 TO THE TOP OF THE DETECTOR. PULL STATI❑N: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6" & NOT MORE THAN THAN 4'-6" ABOVE FINISHED FLOOR. 5'-0" MAX. CEILING SPACI\G FIRE LENS X - z I FINISHED cY) FLOOR ETAILS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 CONVENTI❑NAL FPLR 0' B 16/2 CONVENTIONAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 N❑TIFICATI❑N FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 NOTIFICATION FPLR 0' H 14/2 NOTIFICATION FPLP 420' I 16/4 ANNUNCIAT❑R 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' 0 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R . __ SPARE 0' S SPARE 0' H CKT-1 EXISTING DEVICES H CKT-2 EXISTING DEVICES H CKT-3 EXISTING DEVICES NEW DEVICES l FSE l r 4-1 4-2 4-3 4-4 30cd, 30cd 15cd 75cd 4-5 4-6 15cd 15cd 7 4-7 4-8 4-9 4-10 15cd 15cd l 75cd 75cd © • • • • • • • EOL .107rnA ,158mA .066rmA .066riA .066rnA .066rtA .066MA .066mAI .176rnA .176mA MISER 'IAGRA V 0 CO ri AP >1d 2131N3DH1f1DS WORK AREA MINKLER BLVD 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 DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E IFP -100 FARENHYT SELF CONTAINED CABINET FSE FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET ) WALL STROBE E SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING STROBE 7 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING 0 CEILING HORN -STROBE E PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING QP SMOKE DETECTOR E ---- BY OTHERS ---- FF1 MANUAL PULL STATION E ---- BY OTHERS ---- SMITH FIRE SYSTEMS INC. 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L❑ C Without Comments El As Noted in Rel o Per The Attached Letter These plans have beau revieweo by The Tukwila Fire Prevention Bureau :;7) lrorrnance with current City standards. Accept;.,-,-;:,. subject to errors and omissions which or, borne violations of adopted ri: nddards and orr r rhe responsibility for the adequacy of desis .o ail',' with the designer, ;dd'.00rls, deletion: -.‘:ions to chest drawings after this date will Void tr?':; (.'r.: 1)taric e and will require a resubmittal tor subsequent approval. Final acceptance is S:•?Lltet.'::.o !lel() test and Inspection by The Tukwila Fire Pr evenr.; ,,. bureau. Date: (P 16-1 y s� l 11.11(WILA FIRE DEPARTMENT PEs : cell 2O6-575-4407 and givt this Fite Permit No® _1kE-i) and E.�bxcactt z:, ri a ess icor shut- down hutdown or rc sto, atson approval. RSTM 111 CKT-1 15cd RSTM 112 CKT-1 15cd 4-4 75cd BREAK 1 109 1 LENS RM 113 .1 4-3 15cd FLAB \flTES' E� EXISTING DEVICE ADDED DEVICE MOVED DEVICE OFFICE 1 107 I I - Lei V) a J U CONTACT LENS 1 106 1 4-9 75cd RETAIL SALES 101 4-10 75cd EOL 4-6 15cd REFRACTION RM 1 los 4-7 15cd REFRACTION RM 1 104 1 FIRE ALAR V DLA\ 0 8 16 SCALE 1/8"=1'-0" 4-8 15cd PRE-TEST 103-1 STORAGE 103A RECEPTI❑N I 102 I PAID JUN -6 20Th TUKWILA " REVISIONS: CONTRACT WITH: LAKEVIEW C❑NSTRUCTI❑N 10505 CORPORATE DR, #200 PLEASANT PRAIRE, WI 53158 DEBBIE MILLER (262) 857-3424 PROJECT: PEARL VISIDN / 7.2sv 1 SOUTHCENTER PKWY SUITE 128 TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER: SCOTT JERKE DATE: 6/3/16 AHJ: TUKWILA JOB #: FA16044 FA 1 OF 1 SCOPE OF WOK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION 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 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 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 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 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 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 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 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 -❑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 CONTINU❑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. FA11110 SOUTHCENTER SQUARE BLGD S SUITE 116 SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage S andby: Alarm: SUITE 116 180 0.875 0.397 23.603 FSE A2 SUITE 112 Device Type Quantity Amps Total Amps Total SUITE 112 414 0.418 0.436 23.564 0' x `r aim Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.87500 0.8750 0 NAC 2 1 0.00000 0.0000 1.06000 1.0600 14 AWG THWN NAC 3 1 0.00000 0.0000 0.41800 0.4180 0' NAC 4 1 0.00000 0.0000 0.00000 0.0000 Total Panel Loads: 0.075 Amps 2.558 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 2.558 Amps For 5 Minutes= 0.215 Amp -hours 20% Derating= 2.418 Amp -hours Total System Current Load: 2.418 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7.5 Voltage Drop Chart FA11110 SOUTHCENTER SQUARE BLDG S SUITE 116 Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE Al SUITE 116 180 0.875 0.397 23.603 FSE A2 SUITE 112 464 1.060 1.239 22.761 FSE A3 SUITE 112 414 0.418 0.436 23.564 CALCULATI=\ S 1'-0' MAX z 1 i c 0'-4" MIN. AIR 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 4 ACCEPTED HERE 1'3 `"' PULL STATION! THE OPERABLE PART SHALL BE NOT r TOTAL FT '- MIN. BE LESS THAN 3'-6' & NOT MORE THAN -I 16/2 CONVENTIONAL FPLR NEVER HERE THAN 4 -6'LENS ABOVE FINISHED FLOOR. --"- N 5'-0" MAXI 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 >.z 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 DETECTOR. 0' x `r aim 0' Z ' �I FINISHED co FLOOR ---N‘ M .o 0cp ON ' X Co I- 1 S�ACI\G _,ETAILS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 CONVENTIONAL FPLR 0' B 16/2 CONVENTIONAL 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 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 14/4 N❑TFICATION FPLP 30' S SPARE 0' WRE LEGE\ DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E IFP -1000 FARENHYT SELF CONTAINED CABINET FACP SHEET FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE I 32( WALL STROBE E SR SYSTEM SENSOR DEEP 1G CUT IN BOX DH CEILING HORN -STROBE 1 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING D CEILING STROBE 1 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING EVICE LEGEN_, Al -1 A1-2 Al -3 A1-4 A1-5 Al -6 110cd 30cd 110cd 15cd 15cd 110cd .212mA .107mA .212mA .066mA .066mA .212mA A2-1 A2-2 A2-3 A2-4 A2-5 110cd 110cd 110cd 110cd 110cd HD EOL .212mA .212mA .212mA .212mA .212mA NEW DEVICES 1 A3-1 I A3-2 A3-3 I A3-4 15cd FSE 30cd • 30cd 75cd .066mA i .094mA RISE .107mA � .176mA A3-5 75cd HD EOL .176mA IIAGRA V EOL SDUTHCENTER WORK AREA MINKLER BLVD SITE PLA\ HALL N.T.S. SALES 101 A3-4 75cd A3-5 EOLd A3-1 15cd OFFICE/ST❑CK 1102 A3-2 30cd HALL 1104 A3-3 30cd RSTM 1103 I 0 FLAB \TES: © EXISTING DEVICE © ADDED DEVICE ® RELOCATED DEVICE PI W Without Comments l� As Noted in Red Ci Per The Attached Letter •"ase plans have been reviewed by The Tukwila Fire 'ention Bureau for conformance vvit h cuihent City Tdards. Aci:epy:snc.., is subject o errors ,.,r -id I;. ;.tons which do not authorize viola:dons of adopted _:an1 cardsand ordinances. ,,�tt The rer,po ns Blit for the quac of design rests totally with I tl e designer. ;,dditions, deletion, or revisions io these drawings after this date will void this acceptance and wilt re ulre a resubmittal of revised c raV it for subsequent approval. Final- acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: O � "/ a-- 13y: RE ALARy PLA\ I TUKWILA' FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut - dawn or restoration approval. • NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result In a Re -inspection Fee and termination of the testing, 0 8 16 SCALE 1/8'=1'-0' PAID JUL 31 2012 TUKWILA FIRE n/7, $lam 5M SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL • RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946LO REVISIONS' CONTRACT WITH! H❑RIZ❑N RETAIL C❑NSTRUCTI❑N 1500 H❑RIZ❑N DR STURTVANT, WI 53177 DAN SCHARF (262) 865-6204 PROJECT MANAGER! MATTHEW ABEL 253-248-2006 MABEL@SMITHFIRE,C❑M SYSTEMS DESIGNER SCOTT JERKE SJERKE@SMITHFIRE,C❑M PROJECT! SDUTHCENTER SQUARE BLDG S SUITE 116 BEST BUY 17250 SOUTHCENTER PKWY BDLG S, SUITE 116 TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER SCOTT JERKE DATEr 7/30/12 AHJ! TUKWILA JOB th FA12072 SHEET #I FA 1❑ F 1 41'-2' 15 15 1.5 1.5 15 15 grp- 1.5 1.5 1.5 jtP gyFR 1 r 1.5 115 1.5 _ iS 1 � � I N CUT IA .HANG ALONG SIDE OF JOIPT -C---�S I 1.5 1 1.5 CUT IN O HANG ALONG SIDE OF JOI ST TP. X80: -CO AND.UGHTjI N 1.5 SPRINKLER PLAN 1 Ir i 1b -N- 1.5 II I 15 jl�� PIPE / FITTING LEGEND 0 4 8 SCALE 1/4'=1'-0' / \ - - - - - - EXISTING SPRINKLER PIPE S NEW STRAP TEE NEW SPRINKLER PIPE RELOCATED EXISTING FLEX DROP 1330 RIGID INSULATION ON 22 GA SHEET METAL ROOF DECK ON 20' BAR JOISTS p e-0' o/c WALL LEGEND I///////////J LxAAA xxxxxxxl 12 1/4 T- 8 i Ir 2310 I; AFF BUILDING SECTION 'A/1' NTS EXISTING WALL NEW PARTIAL HEIGHT WALL NEW FULL HEIGHT WALL ,5 1.5 15 1.5 1.5 1 1T - 11 1.E - 1' 15 I E 1.5 �-- - `�--- -J--- NEW STRAP TEE EXISTING -- BRANCHUNE 1(0-4) UNO 1" ELBOW - 1" ELBOW 1(10-6) UNO FLEX DROP NEW SSP SPRINKLER FLEX DETAIL 2 EXISTING 1" ELBOW NTS EXISTING 1" DROP NEW FLEX DROP LENGTH PER PLAN NEW SSP SPRINKLER - FLEX DETAIL 1 EXISTING 1" ELBOW NTS -F- EXISTING 1" DROP RELOCATED FLEX DROE RELOCATED SSP SPRINKLER - U L FLEX DETAIL EX. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and j I give this Fire Permit No. -S- r7 5 j and exact address for shut- -1-5 5 -' -down-or restoration approval. SWAP 72 AND 48' FLDO)ROPS AND EC SSPs RTU I.= MAKE EASY EASY EASY EASY FLEX LEGEND El I Without Comments C� As Noted In Red Per The Attached Letter '' .,ese plans have been reviewed by The Tukwila Fire =evention Bureau for conformance with current City `� ndards. Acceptance is subject to errors and C'mIr sions which do not authorize violations of adopted s' indards 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: J _(-Ia By: NTS TOP CHORD J OF BAR JOIST SYSTEM 1 4 0 SYSTEM 2 -_- T n 1= 4 AC 1&7.5 A ED EXISTING RISER 12' RETAINER STRAP ANVIL FIG 82 3/8' BEAM CLAMP 3/8' ATR HANGER RING HANGER 'T' rt AREA MAP NTS SPRINKLER LEGEND TYPE FM -BRAID FM -BRAID FM -BRAID FM -BRAID MODEL EXISTING 72' 80. 48' OUT 3/4' 3/4' 3/4' BRKT ONTY PA 3 PA 1 SYM MANUFACTURER I S.I.N. TYPE I MODEL "°*". 7.r EXISTING a UNCHANGED SSP CHR CHR 5.BK 1/2' PA UNCHANGED SSU BRZ 5.BK 1/2' 3/4. PA 2 UNCHANGED RA7216 EC SSP J112 CHR CHR Fl 112K 3/4' 155° 155° 155° RELOCATED EXISTING BRACKET LEGEND: RELIABLE RA7218 EC SSP JI12 CHR CHR Fl 11.2K 3/4' 155' 3 PA = PRE -ASSEMBLED T -BAR BRACKET TBS = SHORT T -BAR BRACKET NEW TBL = TALL T -BAR BRACKET HCB = HAT CHANNEL BRACKET ® RELIABLE RA7218 EC SSP J112 CHR CHR F7 11.2K 3/4' 155° 4 TEK = (211/4'x1.5' TEK SCREW WDS = (2) #10X1.5' WOOD SCREW TOTAL NEW 4 ABBREVIATIONS AFF DOB BODBCE BOT CTB FO IFOW OFCAV HAS ABOVE RMS -IED ROOK BOTTOM OF DEMO BOTTOM OF DEI]( BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF 1RUS9 CUT TO SD REID O{EBI INSDE FAX OF WALL OUTSIDE FACE OF WALL NO AUTO SPREADERS MESS TOTED UTTERER ABOVE BOTTOM OF.BXST 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 HYDRAULIC CALCULATION NODE FLEXIBLE COUPLING J -N-- 017a -,RIGID COUPLING a7 //^`. ?ZWd 7 c- ,4->o/ NO. DATE BY REVISIONS REASON FOR REVISION BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE : ALARM CODE : ALARM PASSWORD: FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WITH FITTER/LISTER NOTES 1. ALL FLEX DROPS TO BE PER THE FLEXDROP DETAILS, FOR RELOCATED DROPS REUSE THE EXISTING FLEXDROP AND EC SSP 2. ALL HANGERS TO BE TYPE 'T UNO. SEND 5' BULK 3/8" ATR. 3. RELIABLE J112 EXTENDED COVERAGE SPRINKLERS TO BE SPACED AT A MAX. OF 14' X 14' TO MATCH EXISTING SPACING, AND A MINIMUM SPACING OF 8' BETWEEN HEADS. 4. ALL SPRINKLERS TO BE LOCATED IN THE CENTER OR QUARTER POINTS 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 BETTER PIPE SIZE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED. TCD WATER/PPE D'P''a^' IN GAUD,. 1 40 0.133 1.043 THREADED. CUT GROOVED, ROLL GROOVED. PLAIN END. POLLS -ED 205 0.044 •, WALL THICKNESS FEB NFPA #13 2. ALL GROOVED COUPUNGS TO BE RIGID TYPE UNLESS NOTED (III) 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 LABEUNG 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 II NEW DESIGN CRITERIA: MERCANTILE - ORDINARY HAZARD II TENANT IMPROVEMENT: THIS PROJECT ISA 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 HYDRAUUC CALCULATIONS ARE NECESSARY. WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST: DATA SUPPUED BY ELEV. OF FLOW TEST: 150 PSI 20 PSI 7474 GPM SOUTHCENTER BLVD AND MINKER AUGUST 12, 2006 CITY OF TUKWILA 2E-0° (SAME AS SITE) PAID JUL 31 2012 SITE PLAN TUKWILA FIRF 5� yi Q`0 CB1LII/9% 0� I nvol ifb HORIZON RETAIL CONSTRUCTION ¢. Inc, 1500 HORIZON DRIVE STURTEVANT, WI 53177 PROJECT MANAGER : DAN SCHARF PHONE : 262-865-6204 EMAIL: DANSC@HORIZONRETAI SUPERINTENDENT: RANDY CALDWELL PHONE : 262-939-1829 EMAIL: RANDYC@HORIZONRETAILCOM O a NTS SMITH FIRE SYSTEMS, INC. 1108 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1383T 0us: (253) 828-1880 FAX: (253) 828-2350 j . Signa�ougture ' late 0 07-30-12 ° 4 - A,G rya ✓��j BDt/hDn SPTIIF' D h �Fb `(/) 1 z cc 0 W U W cc o 0 Li z 0 F- 0 DBCc CEROFICATEOF COMPETENCYSTAMP EST BUY MOBILE T.I. 4/SOUTH CENTER SQUARE SUITE 116 17250 SOUTHCENTER PKWY #116 TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JOHN R LANE L 07-30-12 1 OF 1 TI12118 CF W HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: 0.20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 461.82 GPM AT 138.41 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) II II ,tm.J1 o to .SALES AREA NO WORK IN THIS SPACE - W • RED NO WORK IN THIS SPACE RED 2 RED 01 -D 83 - e1 r 5T 5T 57 1,6 5T 5T 5T SEE DETAIL 1 (TYP 6) RED SEE DETAIL W (TYP 2) CORRIDOR 112 G OPEN C= -C- - CEILING FLANGE ,.c._ HANGER LEGEND STOCK Rh. 11zEi 1A1,' DISPLAY 112 D 1 Al 17-6" SPRINKLER PLAN 0 6 12 SCALE 3/16'=1'-0' SPRINKLER LEGEND ABBREVIATIONS SYM 0 • • MANUFACTURER RELIABLE RELIABLE TYCO S.I.N. R1725 R36)5 TY6237 TYPE SSU SSP SSP MODEL El FIFR EC -14 SYMBOL LEGEND 7 CONCRETE WALL �1 a --- •-----STRUT CLAMP 21" INVERTED WALL BRACKET (2) HILTI QUICK BOLT II 3/8' x 3 3/4" 21/2" MIN EMBED HANGER' W' NTS r 22 GA. METAL DECK (4) #10 SHEET 1 "- AFCON FIG. 610 METAL SCREW X 3/8' CEILING PLATE -- 3/8" ATR _ - HANGER RING HANGER DETAIL'CF' 2.5' MAIN W/ bib 1.5" SN DETAIL 1 60°-9W ANGLE FROM VERTICAL TOLCO FIG 980 SWIVEL ATTACHMENT ANVIL FIG 92 TOP BEAM CLAMP 3/8 ATR -� HANGER RING y PIPING PER PLAN BOTTTOM CHORD OF 4_ DRAG STRUT HANGER 'T' `14" RETAINER STRAP NTS NEW STRAP TEE - EXISTING BRANCHUNE 1(0-3), U.N.O. 1' ELBOW 1(10-6)CTS, UNO 1" ELBOW / STANDARD FLEX DROP DETAIL '50' DETAIL 2 RIGID FRAME 1"SCH 40 PIPE �� 1/2" X 1.5' THRU-BOLT W/ NUT 8 WASHER ow - SPRINKLER MAIN \ TOLCO FIG 4L PIPE CLAMP LONGITUDINAL BRACING DETAIL'1' NTS REVISIONS INVERTED WALL BRACKET T TOP BEAM CLAMP RRZ CHROME CHROME CHROME CHROME 1/2 1/2 K14 1/2 1/2 3/4 155 155 155 12 31 TOTAL THIS SHEET 44 AFF BCC S OS BOP BOP BOT CTS FO P OW OFOW NAS UNO ABOVE FINISHED 0.0CR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF !DST BOTTOM OF RRN BOTTOM OF TTIUSS CUT TO SUR FEU) GEGEN INS CE FACE CE WALL 011150E FACE OF WALL NO ALSO. SPRINKLERS UNLESS NOTED OHERAYSE BOD 0 III �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. 2 DATE 8/20/07 8/22/07 BY J.D. J.D. REASON FOR REVISION CHANGE TO EC HEADS UPDATE CALCS CONTRACT WITH WIG PROPERTIES, LLC -SS 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : LESHYA WIG PHONE : 425-957-4774 FAX: 425-865-8648 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 WALT- THICKNESS INTERNAL DIAMETER 'END PREP TYPES ALLOWED WOOOT OF WATER IFS OAPALDV IN 12.1COS 1 40 0.133 1.049 THREADED, CUT GROOVED. ROLL GROOVED, PLAIN END, POUSHED 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 12 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 BUR WELDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END :FOR BUTT 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 " 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 B "` 0.188 8.299 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 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 6.5CF 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE ALL EXISTING HEADS AND REPLACE WITH Y" PLUGS. (66 TOTAL) 4. ALL EC SPP'S TO BE SPACED AT 18' X 18' MAX, UNO. 5. LATERAL BRACING HAS BEEN OMMITTED FROM MAINS SUPPORTED BY 6" MAX RODS PER NFPA 13 (2007) 9.3.5.3.8. FLEX DROP LEGEND • 3'-0" LONG FLEX DROP • 4'-0° LONG FLEX DROP OC 5'-0" LONG FLEX DROP WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATA SUPPLIED BY ELEV. OF FLOW TEST: 159 PSI 20 PSI 7,474 GPM SOUTHCENTER BLVD AND MINKER CT' OF TUKWILLA 26'-0" (SAME AS SITE) WET SYSTEM NO. 1 AREA AREA DESCRIPTION SQ. FOOTAGE RETAIL 7,600 TOTAL: 7,600 NUMBER OF SPRINKLERS 44 44 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 461.82 GPM AT 138.41 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 711.82 GPM AT 143.86 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) CERTIFICATE OF COMPETENCY STAMP 4 - A pg0 C) 0 UJ d C) LC) Lai.. 0 11.97, H DRESS BARN TI KEY 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 DRESS BARN TI @ SOUTHCENTER SQUARE BUILDING S 17250 #112 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. J. DELVO 8/14/07 1 OF 1 TI7164 0 'Without Comment Ezi As Noted ln Red q Per The Attached Letter These plans have been reviewed by The Tukwila Fire 1 1 Prevention Bureau for conformance with current city ,J standards. Acceptance is lubject to errors and omissions vihh do not authorize violations of adopted stanciarn and 3-;.niaric:as. Th,e responsibility for the adequacy of .i'.:L3in rc-,6t:: tota0y with the designer. Additions, doi,FAit)ft:i c- pk:visions io these drawings alter this drAtcf wil void ti.ii.-,cc,-,.,V.ance and will require a A §, resubrnitzal-ot revised drawings for subsequent approval; 1 Final accr.l.pt=e il :91t7it to field test and inspection by The Tukwila Fire, Pre/ton Bureau. DatP: g Uy' S7 I 'WKWILA FIRE DEPARTIviLill Please call: 575.4407 and give this job No. 0-2 S and exact address for shuti down or restoration approval; I -n X X •1 j• 14 C� �1. Old unused window display case. No power or lights. If required we would add one wall horn/strobe and one , wall strobe. Please red line if required. Thank you FIXTURE PLAN SCALE: 1 /8"=1'-0" & M Electric, LLC Prepared By: Ron Murphy (206) 369-5442 ovided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal BUILDING CROSS SECTION SMOKE DETECTOR ON CEILING DOOR 48" J CEILING ALL OTIFICATION DEVICES 80' FROM THE FLOOR -A so' PULLS 48" FROM THE FLOOR FLOOR Existing NACC panel Labeled FSE -2 0 Without Comments As Noted in Red Per The Attached Letter e plans have been reviewed by The Tukwila Fire vention Bureau for conformance with current City trtidards. Acceptance is subject to errors and scions which do not authorize violations of adopted fndards and ordinances. The responsibility for the rgttacy of design rests totally with the designer. �'ditions, deletions or revisions to these drawings after dice will void this acceptance and will require a zsubmltttai of revised drawings for subsequent approval. inat acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date. // - (-( -7 By: sonerwormoso ITIKWRA FIRE -DEPARTMENT C It ti `;t: t."= II 206-575-41407 and give this Fie Permit NO, /7-F-�� and exact address for shut- flown hut- 1. swn or r S ation apppavaL KEY NOTES: (KN -01) ROLLING FIXTURE, QUANTITY AND PLACEMENT SHOWN, NOT TYPE (KN 02) OWNER SUPPLIED AND INSTALLED FURNITURE AND EQUIPMENT, GC TO COORDINATE DELIVERY AND INSTALLATION (KN -03) EXISTING FIXTURES TO REMAIN (KN -04) TRENCH FOR POWER & DATA BLOCKING NOTE GC TO PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES, EQUIPMENT AND GRAPHICS INPUTS AND ACTIONS OUTPUTS AND CONTROLS OPERATE ALL AREA EVACUATION SIGNALS FIXTURE E CHEDULE TAG DESCRIPTION QTY NOTES BLOCKING REQ PROVIDE INSTALL FX -1 MEDIA WALL 1 SEE DETAIL (1) A8.0, GC FRAMES, COVERS, FINISH'S, CASEWORK INSTALLED BY OWNER X GC/O GC FX -2 DISPLAY - 1 TBD SEE DETAIL (4) A8.0 O GC FX -3 DISPLAY - 2 TBD SEE DETAIL (9) A8.0 O GC FX -4 FLOOR DESK 2 SEE DETAIL (2) A8.0 O GC FX -5 COFFEE STATION 1 SEE DETAIL (3) A8.1, W/ OMNIA -9153- 25 BRUSHED SS PULLS X O GC FX -6 AUTO COUNTER 1 SEE DETAIL (1) A8.1, O GC FX -7 AUTO BACK COUNTER 1 SEE DETAIL (2) A8.1 X O GC FX -8 OVAL DISPLAY TABLE 1 SEE DETAIL (7) A8.0, FALCON 800 SERIES O GC FX -9 BILLBOARD AND BROCHURE RACK TBD SEE DETAIL (4) A8.2 X O GC FX -10 WALL DESK 4 SEE DETAIL (5) A8.0, X O GC FX -11 2 -WAY GARMENT RACK 3 SEE DETAIL (4) A8.1, FALCON 800 SERIES O GC FX -12 SAFE 1 0 GC FX -13 WALL SHELVES 6 SEE DETAIL (8) A8.0, SIZE VARIES X O GC FX -14 DESK - ROUND 1 SEE DETAIL (4) A8.1 O GC FX -15 DISPLAY - 3 SEE DETAIL (10) A8.0 0 GC FX -16 DESK - TALL SEE DETAIL (3) A8.0 X 0 GC FX -17 DESK - INSURANCE SEE DETAIL (6) A8.0 X 0 GC FX -18 BREAK ROOM CABINETS PL -6 TOP, PL -4, DOORS AND FACES X 0 GC FX -19 PRINT ROOM CAB PL -6 TOP, PL -4, DOORS AND FACES X 0 GC FX -20 PRINT ROOM SHELVES PL -4 X 0 GC FX -21 JANITOR CLOSET SHELVES (1) SET 1' X2'-9" SHELVES. (1) SET 1' X2'-9" SHELVES, (5) SHELVES EACH, STANTIONS FLOOR TO 6' AFF, PL -4 X 0 GC FX -22 STORAGE ROOM SHELVING FREESTANDING, 5 SHELF, 6' TALL; OUTSIDE WALL SHELVES 36" DEEP, CENTER SECTION (2) 24" DEEP SHELVES BACK TO BACK. X 0 GC BUILDING CROSS SECTION SMOKE DETECTOR ON CEILING DOOR 48" J CEILING ALL OTIFICATION DEVICES 80' FROM THE FLOOR -A so' PULLS 48" FROM THE FLOOR FLOOR Existing NACC panel Labeled FSE -2 0 Without Comments As Noted in Red Per The Attached Letter e plans have been reviewed by The Tukwila Fire vention Bureau for conformance with current City trtidards. Acceptance is subject to errors and scions which do not authorize violations of adopted fndards and ordinances. The responsibility for the rgttacy of design rests totally with the designer. �'ditions, deletions or revisions to these drawings after dice will void this acceptance and will require a zsubmltttai of revised drawings for subsequent approval. inat acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date. // - (-( -7 By: sonerwormoso ITIKWRA FIRE -DEPARTMENT C It ti `;t: t."= II 206-575-41407 and give this Fie Permit NO, /7-F-�� and exact address for shut- flown hut- 1. swn or r S ation apppavaL KEY NOTES: (KN -01) ROLLING FIXTURE, QUANTITY AND PLACEMENT SHOWN, NOT TYPE (KN 02) OWNER SUPPLIED AND INSTALLED FURNITURE AND EQUIPMENT, GC TO COORDINATE DELIVERY AND INSTALLATION (KN -03) EXISTING FIXTURES TO REMAIN (KN -04) TRENCH FOR POWER & DATA BLOCKING NOTE GC TO PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES, EQUIPMENT AND GRAPHICS INPUTS AND ACTIONS OUTPUTS AND CONTROLS OPERATE ALL AREA EVACUATION SIGNALS SOUND LOCAL PIEZO AT FACP 000000000 INDICATE DEVICE AT FACP 0 0 0 0 SEND ALARM SIGNAL TO C.S. MONITORING 0 0 1 . SEND TROUBLE SIGNAL TO C.S. MONITORING SEND SUPERVISORY SIGNAL TO C.S. MONITORING SEND WATERFLOW SIGNAL TO C.S. MONITORING• { ILLUMINATE LED ON DETECTOR SYMBOL LEGEND FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR MANUAL PULL STATION WALL MOUNT @ 48" AFF. SMOKE DETECTOR SINGLE STATION SMOKE DEFECTOR HVAC DUCT SMOKE DETECTOR 135degree RATE OF RISE HEAT DETECTOR 194degree FIXED TEMP. HEAT LOCATED IN NTEI STITIAL OR ATTIC DETECTOR I HORN & StROBE LIGHT. WALL MOUNT @ 80" OR 6" BELOW CEILING WHICH EVER IS LOWER. (UNLESS OTHERWISE NOTED) (CEILING MOUNT) HORN & STROBE LIGHT. STROBE LIGHT. WALL MOUNT 0 80" OR 6" BELOW CEILING WHICH EVER IS LOWER. (UNLESS OTHERWISE NOTED) LOW LEVEL INDICATOR LIGHT 10" ALARM BELL WITH ADJACENT STROBE LIGHT MOUNT @ 12'-0" A.F.G. WET SPRINKLER SYSTEM WATERFLOW SWITCH 0 DRY SPRINKLER SYSTEM PRESSURE SWITCH DRY SPRINKLER SYSTEM LOW AIR SWITCH SPRINKLER SYSTEM TAMPER SWITCH SPRINKLER SYSTEM P.I.V. SWITCH JUNCTION BOX ELEVATOR RECALL INDICATES EXISTING DEVICE INDICATES END OF LINE DEVICE INDICATES WEATHER PROOF DEVICE E EOL WP PAID gi 14 2U11 T UKWIL.AAREE c 43012 e c • 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith@smithco.org Ui I-- U w eL DEVELOPMENT DRAIMNGS w i co 0: U • m cl < w • Z W C7 • w co 0 O .> cu N M w z D tor xa SPEAKER UNDER CANOPY --I TRACK MOUNTED TO WALL @12' AFF L6 MODEL NO. DIMING LAMP WATTS COMMENTS PROVIDE INSTALL TAG DESCRIPTION MANUFACTURER ZR -24-40 SOME LED 44.8 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT o GC L1 2X4 GRID -MOUNT CREE ZR -22 SOME LED 35 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT O GC L2 2x2 GRID MOUNT CREE OMEGA OM4LED28120-R4LED3OKCS SOME OM4LED, 1500 LUMEN, 3000K 28 OMEGA SERIES O GC GC L3 RECESSED 4" LED DOWN LIGHT PHILIPS O L4 NOT USED ConTech I CTL8030S NONE/DISPLAY PAR 30 LED 12 O GC L5 L6 Track Head ConTech LT4-8S VARIES O I STRAIGHT Track LIR42_ S NONE/DISPLAY ATTACH DIRECTLY TO BOTTOM OF SOFFIT, FEWEST POSSIBLE SECTIONS L1 GC Flexible Track w/end caps ConTech O GC L7 '' ' 6' O VARIES 12'-0" ire 6'-0" 11'-6" CONNECT RETAIL TRACK WITH LINE LIMITER PER ELECTRICAL SHEETS L8 LINE LIMITING DEVICE SIGN- WHITE W/ GREEN LETTERS LITHONIA EXISTING NA/SIGN LED 0.62 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING O GC GC L9 EXIT 3'-8" 0 9'- -0" y y PHILLIPS LED - 46677425265 PHILLIPS/DIMABLE/, A-19, WARM WHITE LAMP. HUNG 36" ABOVE WORK SURFACE, on DL controls L10 CAPS MINI PENDANT CONTECH 6" METAL CYLINDER PENDANT ALL LED LAMP 10 CORDED O GC L11 METAL CYLINDER PENDANT LEVINE 11" WIDE WHITE DIMABLE LED ARRAY .• • SURFACE MOUNTED ON CENTER OF CEILING • L12 LEVINE SHALLOW FLUSHMOUNT • 590 MM, WHITE NOT DIMING LED 12 SURFACE MOUNTED ON WALL CENTERED ABOVE MIRROR L13 EL LIGHT ABOVE MIRROR EMERGENCY LIGHTING LITHONIA EU2 LED M12 2 -LIGHT LED EMERGENCY UNIT NA/SIGN LED 3 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING F GC 0 @11' AFF • @11' AFF SECURITY CAMERA L3 UNDER SEPARATE PERMIT C L10 L1 d 0 L11 I. /11111111L11 Q O �/ O p, SOFFITII �I L3 i @ 12' 6" L2 SOFFIT PIIEILINGN\\c• [No 1 2 / 7. A5.0 MAP 25 51' O R2g--S 1/2, 7 CIRCLE LIGHT - TRACK & CEILING 9 o MAP CENTER 25'-61 /2" O CEILING L11 i` `) CEILING i�10' AFF v WP \• WP @12' AFF L6 / O @13'-6" AFF 1111 --) Alli ; �; o ' ■ X40 �I'•. h to O • .1 O �`v L7 ti @12'-6' AFF 4-0" L1 pr L11 L11 L1 O • AFF CEILING OPEN @ 11' AFF 2'-6" @11' • TO DECK ABOVE • L10 6" �,i' L10 L6 @11' AFF y2' "I I 5'-1 1/4" 5'-11/4" 5'-11/4' 4'-11",L `r) iii '1:';" L6 - O L2 4' 11" '� ABOVE WORK 9' AFF SOFIT -------..._41` / SURFACE,3' TYP. L10 L1 r - I ■ 10 112 !lIJIU ii . CEILING /` I L12 stamas Nss ix 11111 ,.. I ® . • • 011111111_111 s�11'' o L'!1Ui _ _AlNEW CE _ o I!.�,I ir�'L1 !Ll31H1 , �u� "A 111 II WP I. CEILING @10' AFF 11 I 1IN 11 I L1 1 CHASE OPEN TO DECK ABOVE , r I I REFLECTED CEILING PLAN SCALE: 1/8"=1'-0" @10' AFF @10' AFF ILING FAN G FANS TO REMAIN 1"+ WHITE SOUND INSULATIO DESIGNER WILL SUPP SHAPE FILE METAL FRAME HUNG FROM STRUCTURE ABOVE CEILING MAP @13' AFF ATTACHMENTS MUST BE DESIGNED IN ACCORDENCE WITH ASCE 7-10 CHAPTER 13. THIS IS S DEFERRED SUBMITTAL � CEILING MAP 2 SCALE 1 /8 1-0 LIGHT SYMBOL KEY: L7 - CURVED TRACK V L6 - STRAIGHT TRACK L1 - 2X4 LED TROFFER L2 - 2X2 LED TROFFER © L10 - RED PENDANT Q Li - CYLINDER PENDANT C - SECURITY CAMERA O S - SPEAKER O L3 - 4" LED DOVVNLIGHT WP WAP - WIRELESS ACCESS POINT 1725 westlake avenue n. suite 210 seethe, washington 98109 206.838.5485 p ksmith@smithco.org cst ce LU 2 CCtO CSC w 00 LLI � 00 Lu 0(J 0 0) wH ©C o ~ w CS1 U w 0 DEVELOPMENT DRAWINGS v }: m CO in Z w Q 2 n O N c O 'N N M LIGHT FIXTURES MODEL NO. DIMING LAMP WATTS COMMENTS PROVIDE INSTALL TAG DESCRIPTION MANUFACTURER ZR -24-40 SOME LED 44.8 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT o GC L1 2X4 GRID -MOUNT CREE ZR -22 SOME LED 35 T -GRID MOUNT AND PENDANT, 3000K, 0-10 VOLT DIMMING, STANDARD OUTPUT O GC L2 2x2 GRID MOUNT CREE OMEGA OM4LED28120-R4LED3OKCS SOME OM4LED, 1500 LUMEN, 3000K 28 OMEGA SERIES O GC GC L3 RECESSED 4" LED DOWN LIGHT PHILIPS O L4 NOT USED ConTech I CTL8030S NONE/DISPLAY PAR 30 LED 12 O GC L5 L6 Track Head ConTech LT4-8S VARIES O GC STRAIGHT Track LIR42_ S NONE/DISPLAY ATTACH DIRECTLY TO BOTTOM OF SOFFIT, FEWEST POSSIBLE SECTIONS 0 GC Flexible Track w/end caps ConTech O GC L7 ConTech VARIES NA CONNECT RETAIL TRACK WITH LINE LIMITER PER ELECTRICAL SHEETS L8 LINE LIMITING DEVICE SIGN- WHITE W/ GREEN LETTERS LITHONIA EXISTING NA/SIGN LED 0.62 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING O GC GC L9 EXIT ET2 LIGHTING RED 8" DIAMETER PENDANT ALL PHILLIPS LED - 46677425265 11 PHILLIPS/DIMABLE/, A-19, WARM WHITE LAMP. HUNG 36" ABOVE WORK SURFACE, on DL controls 0 L10 CAPS MINI PENDANT CONTECH 6" METAL CYLINDER PENDANT ALL LED LAMP 10 CORDED O GC L11 METAL CYLINDER PENDANT LEVINE 11" WIDE WHITE DIMABLE LED ARRAY 14 SURFACE MOUNTED ON CENTER OF CEILING L12 LEVINE SHALLOW FLUSHMOUNT WINDAZE 590 MM, WHITE NOT DIMING LED 12 SURFACE MOUNTED ON WALL CENTERED ABOVE MIRROR L13 EL LIGHT ABOVE MIRROR EMERGENCY LIGHTING LITHONIA EU2 LED M12 2 -LIGHT LED EMERGENCY UNIT NA/SIGN LED 3 VERIFY EXISTING, ADD OR REPLACE WITH NEW IF NEEDED, ALL STOBES AND HORNS TO HAVE WHITE HOUSING O GC 0 O SECURITY CAMERA UNDER SEPARATE PERMIT C LIGHT SYMBOL KEY: L7 - CURVED TRACK V L6 - STRAIGHT TRACK L1 - 2X4 LED TROFFER L2 - 2X2 LED TROFFER © L10 - RED PENDANT Q Li - CYLINDER PENDANT C - SECURITY CAMERA O S - SPEAKER O L3 - 4" LED DOVVNLIGHT WP WAP - WIRELESS ACCESS POINT 1725 westlake avenue n. suite 210 seethe, washington 98109 206.838.5485 p ksmith@smithco.org cst ce LU 2 CCtO CSC w 00 LLI � 00 Lu 0(J 0 0) wH ©C o ~ w CS1 U w 0 DEVELOPMENT DRAWINGS v }: m CO in Z w Q 2 n O N c O 'N N M t 5.4.A I54• .A VICINITY MAP SCALE: NTS 55' Tu ila, WA SITE .If ... .i 'i.. I I A:A-A -CRUISE AND TRAVEL 17250 SOUTHCENTER SQUARE #112 TUKWILA WASHINGTON 7..4Siitiir -- SITE MAP SCALE: NTS PROJECT SCOPE: PLAN THIS PROJECT CONSISTS OF TENANT IMPROVEMENT WORK TO COMBINE AND REMODEL EXISTING IN-LINE RETAIL SPACES OF APPROXIMATELY 9,372 SF INTO RETAIL/OFFICE SPACE. EXTERIOR WORK: 1. VERIFY ALL ASPECTS OF THE BUILDING ENVELOPE ARE IN GOOD WORKING ORDER AND WEATHER TIGHT. COMPARE THE DRAWINGS AND ANY DEFICIENCIES FOUND ON SITE. IF THERE ARE ISSUES NOT IDENTIFIED ON THE DRAWINGS, NOTIFY THE OWNER AND DESIGNER IMMEDIATELY. 2. PROVIDE POWER AT SPECIFIED LOCATIONS FOR EXTERIOR SIGNAGE (SIGNS PROVIDED AND INSTALLED BY OWNER. INTERIOR WORK: 1. DEMO EXISTING FINISHES AND WALLS AS INDICATED ON THE DRAWINGS. 2. INSTALL ALL NEW WALLS, PARTITIONS AND FINISHES. 3. THE OWNER WILL PROVIDE ALL FLOORING MATERIALS WITH THE EXCEPTION OF ADHESIVES AND GROUT UNLESS OTHERWISE NOTED. GC TO INSTALL. 4. THE OWNER WILL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE NOTED. GC TO INSTALL ALL LIGHTING. 5. THE OWNER WILL PROVIDE ALL RETAIL MERCHANDISING FIXTURES AND THE INSTALLATION. GC IS RESPONSIBLE FOR COORDINATION OF THE WORK. 6. THE OWNER WILL PROVIDE ALL GRAPHICS AND INSTALLATION. GC IS RESPONSIBLE FOR PROVIDING BLOCKING WHERE REQUIRED AND OVERALL COORDINATION OF THE WORK. 7. ALL CABLING FOR DATA, SECURITY, VIDEO AND SOUND SYSTEM PER PLAN TO BE PROVIDED BY OWNER. OWNER WILL ALSO PROVIDE AND INSTALL ANY SECURITY AND SOUND SYSTEM EQUIPMENT EXCEPT GC TO INSTALL SOUND SYSTEM SPEAKERS. GC ALSO TO PROVIDE BLOCKING AND COORDINATION OF WORK. 8. GC RESPONSIBLE FOR ALL HVAC DISTRIBUTION PER DRAWINGS. PROTECT HVAC EQUIPMENT DURING CONSTRUCTION BY SHUTTING OFF DURING CONSTRUCTION ACTIVITY THAT CREATES DUST. GC WILL HAVE ALL HVAC COMPONENTS INCLUDING DUCTS COMPLETELY CLEANED AND BALANCED AT END OF PROJECT AND INSTALL NEW FILTERS. 9. PROVIDE SHOP DRAWINGS FOR ALL GC PROVIDED ITEMS INCLUDING BUT NOT LIMITED TO CASEWORK, GLAZING SYSTEMS, HVAC AND FINISHES. 10. ALL OFFICE FURNITURE WILL BE PROVIDED AND INSTALLED BY OWNER. GC IS RESPONSIBLE TO HAVE THE SPACE CLEAN AND READY AND PROVIDE ACCESS AND STAGING AREA TO THE FURNITURE INSTALL TEAM. 11. GC TO PROVIDE NEW PLUMBING AND FIXTURES PER DRAWINGS. 12. GC TO PROVIDE ALL DOOR HARDWARE AND VERIFY ALL DOORS AND HARDWARE TO BE REUSED IS REFURBISHED AND IN LIKE NEW WORKING CONDITION. Drn<ri AcA Yn i 1 cIPria F.vrhnnr' of WA Tnr Pon HAAaP. Candi ti nnR AnrppmPnt RPP www. bxwa _ com - Always VAri fv Seal BID INSTRUCTIONS: SCHEDULE: BIDS ARE DUE SEPTEMBER 29, 2017 BIDS ARE TO BE SENT TO BOTH: JAMES@SIVECREATIVE.COM DAVEARMSTRONG@AAAWA.COM ANTICIPATED START OF CONSTRUCTION IS NOVEMBER 1, 2017 TARGET COMPLETION DATE IS JANUARY 8, 2018. DRAWINGS: YOU MAY SHARE THE DRAWINGS AS NEEDED TO PREPARE YOUR BID BUT THEY ARE CONSIDERED PROPRIETARY AND ARE NOT TO BE SHOWN, SHARED OR DISCUSSED WITH ANYONE NOT DIRECTLY HELPING YOU PREPARE YOUR BID. QUESTIONS: DIRECT ALL QUESTIONS TO JOHN@5IVECREATIVE.COM QUESTIONS MAY BE SENT AT ANY TIME BUT MUST BE SUBMITTED VIA EMAIL. QUESTIONS THAT ARE GENERAL IN NATURE AND CLARIFY THE DRAWINGS MAY BE SHARED WITH OTHER BIDDERS. QUESTIONS THAT ARE DEEMED TO PROVIDE A COMPETITIVE ADVANTAGE WILL NOT BE SHARED WITH OTHER FIRMS. WE ARE LOOKING FOR ACCURATE BIDS AND ENCOURAGE QUESTIONS DURING THE BIDDING PERIOD. DO NOT ASSUME, ASK. (EVEN IF YOU HAVE WORKED WITH AM IN THE PAST, THERE ARE SUBSTANTIAL VALUE ADDED CHANGES IN THIS DRAWING SET.) IF A CONFLICT OR INCONSISTENCY IN THE DRAWINGS EXISTS, THE MORE EXPENSIVE CONDITION WILL BE CONSIDERED PART OF THE SCOPE. SITE ACCESS: CONTRACTORS ARE ENCOURAGED TO VISIT THE SITE DURING THE BIDDING PERIOD. VISITS SHOULD BE ARRANGED THROUGH SIVE CREATIVE AT LEAST ONE DAY PRIOR TO VISITING THE SITE. PROJECT CONSIDERATIONS: THE FACILITY IS NOT IN OPERATION AT THIS TIME AND THE PROJECT CAN BE CONSTRUCTED DURING NORMAL BUSINESS HOURS IN COMPLIANCE WITH ALL LANDLORD REGULATIONS. BIDS: BASE BIDS ARE NOT TO INCLUDE ANY ALTERNATES OR SUBSTITUTIONS. BASE BIDS SHOULD BE PRODUCED BASED ON THE DRAWINGS (PLUS ANY CLARIFICATIONS GIVEN DURING THE BIDDING PERIOD) AND SHOULD INCLUDE ALL FEES, PERMITS AND TAXES. YOU MAY PRESENT THE BIDS IN THE MANNER YOU THINK WILL BEST CLARIFY YOUR PRICE BUT AT A MINIMUM WE WILL NEED A DETAILED BREAKDOWN PER CSI DIVISIONS. IN ADDITION, PLEASE IDENTIFY WHO WILL BE THE PROJECT MANAGER, THE JOB SUPERINTENDENT AND PROVIDE THEIR BIOS. SUBSTITUTIONS: YOU MAY OFFER ANY SUBSTITUTIONS YOU FEEL WILL PRODUCE A SIGNIFICANT IMPROVEMENT TO THE PROJECT, EITHER IN DURABILITY, SCHEDULE OR COST SAVINGS. SUBSTITUTIONS MUST NOT BE PART OF THE BASE BID. THEY SHOULD BE INCLUDED AT THE VERY END OF THE BID AS SEPARATE LINE ITEMS. BASE BID TO INCLUDE ALL NEW LIGHTING. BID ALTERNATE #1 TO HAVE NEW LIGHTING IN THE RETAIL ZONE AND REUSED 2X4 FLUORESCENT IN THE OFFICE/SUPPORT AREAS. INDEX OF DRAWINGS GENERAL: A0.1 A0.2 ARCHTECTURAL: COVERSHEET & VICINTY MAP SAFETY PLAN MEP: A1.0 DEMO PLAN A2.0 NEW WALL PLAN A3.0 FINISH PLAN A4.0 FIXTURE PLAN A5.0 REFLECTED CEILING PLAN A5.1 DATA PLAN A6.0 EXTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A6.2 INTERIOR ELEVATIONS A6.3 INTERIOR ELEVATIONS A6.4 INTERIOR ELEVATIONS A7.0 DETAILS A8.0 FIXTURE DETAILS A8.1 FIXTURE DETAILS M1.0 HVAC PLAN M2.0 SCHEDULES AND DETAILS M3.0 MECHANICAL AND PLUMBING DETAILS P1.0 PLUMBING PLAN P2.0 PLUMBING RISERS AND SCHEDULES E1.1 LIGHTING PLAN E1.2 POWER PLAN E2.1 ELECTRICAL DETAILS E3.1 ELECTRICAL SPECIFICATIONS PROJECT CONTACTS OWNER / TENANT: AM WASHINGTON 3605 132ND AVENUE SE BELLEVUE WASHINGTON 98006 CONTACT NAME: DAVE ARMSTRONG (425) 646-2142 DAVEARMSTRONG@AAAWA.COM DESIGNER: 5IVECREATIVE 7309 34TH AVENUE NW SEATTLE, WA 98117 JAMES ADAMS (206) 264-1414 PHONE james@5ivecreative.com ARCHITECT: KEITH SMITH 1725 WESTLAKE AVENUE N. SUITE 210 SEATTLE WASHINGTON 98109 (206) 838-5485 KSM ITH@SM ITHCO.ORG PROJECT INFORMATION: SITE ADDRESS: 17250 SOUTHCENTER PARKWAY SUITE 112, TUKWILA WA, 98188 TAX ASSESSORS #788892-0020 PROJECT DESCRIPTION: REMODEL OF EXISTING RETAIL SPACES, COMBINING 2 TO MAKE ONE SPACE, NO CHANGE IN USE OR OCCUPANCY , ALL WORK TO BE COMPLETED IN COMPLIANCE WITH THE FOLLOWING CODES AND REGULATIONS - 2015 INTERNATIONAL BUILDING CODES WITH WA STATE & BELLEVUE AMENDMENTS 2015 WASHINGTON STATE ENERGY CODE 2015 INTERNATIONAL FIRE CODE 2015 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ALL WORK TO BE COMPLETED IN COMPLIANCE WITH THE ACCESSIBLE DESIGN AND CONSTRUCTION GUIDELINES OUTLINED IN SBC CHAPTER 11 AND ICC A117.1-2009. ZONING / LAND USE: TUKWILA URBAN CENTER (TUC) PARKING: EXISTING PARKING TO REMAIN. NO CHANGES TO USE PROPOSED, NO CHANGE IN PARKING REQUIRED. LANDSCAPING: NO CHANGE TO EXISTING LANDSCAPING WINDOWS AND OPENINGS: NO CHANGES TO EXISTING EXTERIOR: EXISTING STORE -FRONT AND WINDOW GLAZING SYSTEM TO REMAIN EXISTING BUILDING TOTAL AREA: 46,611 SF AREA OF WORK: 9,372 SQ. FT. BUILDING HEIGHT: 1 STORY, NO CHANGE - EXISTING HEIGHT: NO CHANGE CONSTRUCTION TYPE: V -B SPRINKLERED PRINCIPAL OCCUPANCIES WI SPRINKLERS: MERCANTILE RETAIL AREA: 3,869 SQ. FT., LOAD FACTOR: 60, 3,869/60 = 64 CONFERENCE ROOMS: 688 SQ.FT., LOAD FACTOR 15, 688/15 = 46 M OCCUPANCY 64 + 46 = 110 PEOPLE BUSINESS: OFFICE 4279 SQ. FT., LOAD FACTOR:100, 4279/100 = 4.3 BREAK ROOM AREA: 179 SQ.FT. LOAD FACTOR: 15, 179/15 = 12 B OCCUPANCY 43+12 = 55 PEOPLE STORAGE AREA - 536 S.F. , LOAD FACTOR 300, 326/300 = 2 PEOPLE MEANS OF EGRESS: 167 OCCUPANTS < 500 OCCUPANTS = 2 EXITS REQUIRED (SBC SECTION 1015.1.1) 2 EXITS PROVIDED 50' MAXIMUM DEAD END CORRIDOR LENGTH (SBC SECTION 1018.4, EXCEPTION 2) COMMON PATH OF EGRESS TRAVEL: (SBC TABLE 1014.3) - (A) 75' WITH SPRINKLER SYSTEM EXIT ACCESS TRAVEL DISTANCE: (SBC TABLE 1016.2) (B) 250' MAX WITH SPRINKLER SYSTEM, 146' PROVIDED, 146'< 250' EXIT SEPARATION: MORE THAN 1/3 THE DIAGONAL DISTANCE WITH SPRINKLER SYSTEM (SBC SECTION 1015.2.1, EXCEPTION 2) DIAGONAL: 157'-7" X 1/3 = 52', DISTANCE BETWEEN EXITS 115'. REQUIREMENT MET. - - EGRESS SIZING: MEANS OF EGRESS WIDTH SHALL BE SIZED SO THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50% OF THE REQUIRED CAPACITY. ALL EGRESS SIZES TO MEET 1005.3.2 PER IBC TABLE 1020.2 CORRIDORS ARE REQUIRED TO BE 44 INCH MINIMUM WIDTH, PLUMBING REQUIREMENTS: 59 MALE OCCUPANTS, 59 FEMALE OCCUPANTS FIXTURES REQUIRED: -WC - 1 PER 100 M, 1 PER 100 F = 1 M, 1 F REQUIRED, 2 M + 2F PROVIDED, LAV - 1 PER 100 M, 1 PER 100 F = 1 M, 1 F REQUIRED, 1 M + 1F PROVIDED SERVICE SINK INCLUDED PER SBC 2902.5 ONE DRINKING FOUNTAIN SHALL BE PROVIDED FOR THE FIRST 150 OCCUPANTS, THEN ONE FOR EACH ADDITIONAL 500 OCCUPANTS. TWO WATER FOUNTAINS PROVIDED ENERGY: ALL SPACES TO BE CONDITIONED ARE EXISTING TO REMAIN, NO CONDITIONED SPACE TO BE ADDED - LEGAL DESCRIPTION: THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER AND OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 2678.68 FEET TO THE EAST LINE OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST LINE 657.29 FEET TO A POINT HEREINAFTER REFERRED TO AS POINT "A"; - THENCE CONTINUING SOUTH 01°13'01" WEST 24.50 FEET TO THE POINT OF BEGINNING; THENCE NORTH 88°00'00" WEST 66.05 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 24.50 FEET, AND A CENTRAL ANGLE OF 05°21'39"; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 2.29 FEET; THENCE THENCE SOUTH 86°38'21" WEST 79.96 FEET; THENCE SOUTH 86°24'22" WEST 108.03 FEET; THENCE NORTH 89°34'49" WEST 68.61 FEET; THENCE NORTH 88°00'00" WEST 100.99 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 49.50 FEET, AND A CENTRAL ANGLE OF 10°00'00'; THENCE WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 8.64 FEET; THENCE SOUTH 82°00'00" WEST 170.24 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 34.50 FEET, AND A CENTRAL ANGLE OF 48°36'52"; THENCE SOUTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 29.87 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE SOUTH 01°09'11" WEST ALONG SAID EAST RIGHT-OF-WAY MARGIN 520.63 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 35.00 FEET, A CENTRAL ANGLE OF 54°51'46", AND TO WHICH A RADIAL LINE BEARS SOUTH 56°56'42" WEST; THENCE SOUTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 33.51 FEET; - THENCE SOUTH 87°55'04" EAST 792.07 FEET; THENCE SOUTH 85°38'26" EAST 80.71 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE SOUTH 87°54'26" EAST ALONG SAID NORTH RIGHT-OF-WAY MARGIN 391.20 FEET TO THE WEST LINE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 01°48'05" EAST ALONG SAID WEST LINE 631.91 FEET; THENCE NORTH 88°00'00" WEST 38.90 FEET; THENCE SOUTH 02°00'00" WEST 31.30 FEET TO A POINT ON A NON -TANGENT CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.50 FEET, A CENTRAL ANGLE OF 36°02'37", AND TO WHICH A RADIAL LINE BEARS NORTH 38°02'37" EAST; - THENCE NORTHWESTERLY AND WESTERLY ALONG SAID CURVE AN ARC DISTANCE OF 22.33 FEET; THENCE NORTH 88°00'00" WEST 613.17 FEET TO THE POINT OF BEGINNING; TOGETHER WITH THAT PORTION OF SAID NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 26; COMMENCING AT AFOREMENTIONED POINT "A"; THENCE NORTH 88°00'00" WEST 412.77 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 82°00'00" WEST 180.59 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 34.50 FEET AND A CENTRAL ANGLE OF 67°54'42"; THENCE NORTHWESTERLY ALONG SAID CURVE AN ARC LENGTH OF 40.90 FEET TO THE EAST RIGHT-OF-WAY MARGIN OF SOUTHCENTER PARKWAY; THENCE NORTH 01°09'11" EAST ALONG SAID EAST RIGHT-OF-WAY MARGIN 15.71 FEET; - THENCE SOUTH 88°00'00" EAST 213.30 FEET TO THE POINT OF BEGINNING; SUBJECT TO AN EASEMENT FOR INGRESS, EGRESS (EAST ROAD, A PRIVATE ROAD WAY) ACROSS THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT the NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 26; THENCE NORTH 88°05'06" WEST ALONG THE NORTH LINE OF SAID SOUTHEAST quarter, A DISTANCE OF 2678.68 FEET TO THE WEST LINE OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°13'01" WEST ALONG SAID EAST LINE 657.29 FEET; THENCE SOUTH 88°00'00" EAST 634.40 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 88°00'00" EAST 38.90 FEET TO THE WEST LINE OF THE EAST 659.34 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER; THENCE SOUTH 01°48'05" WEST ALONG SAID WEST LINE 631.91 FEET TO THE NORTH RIGHT-OF-WAY MARGIN OF MINKLER BOULEVARD; THENCE NORTH 87°54'26" WEST ALONG SAID NORTH MARGIN 35.56 FEET TO THE BEGINNING OF A NON -TANGENT CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 34.50 FEET, A CENTRAL ANGLE OF 47°10'53", AND TO WHICH A RADIAL LINE BEARS SOUTH 40°59'40" EAST; THENCE NORTHERLY ALONG SAID CURVE AN ARC DISTANCE OF 28.41 FEET; - THENCE NORTH 01°48'05" EAST PARALLEL WITH AND 24.50 FEET WESTERLY FROM SAID WEST LINE OF THE EAST 659.34 FEET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER 546.64 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 35.50 FEET, AND A CENTRAL ANGLE OF 53°45'28"; THENCE NORTHWESTERLY ALONG SAID CURVE 33.31 FEET; THENCE NORTH 02°00'00" EAST 31.30 FEET TO THE POINT OF BEGINNING; 1725 westlake avenue n. suite 210 seattle, washington 98109 206.838.5485 p ksmith©smithco.org N 1 w I- I. i Y owl z FINISHED FLOOR �\ LENS r1 EXISTING RISER AIR DIFFUSER L01-3" MIN. SMOKE DETECTOR 0'-4" MIN. CEILING ACCEPTED_j� HERE NEVER HERE WALL MOUNTED -� SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. 2 0 r 1 SPACING DETAILS N.T.S. TO CENTRAL STATION REMOTE ANNUNCIATOR MODEL 11Aa000 D FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC ; (DEDICATED CKT.) %% P renbyt IFP -1 DUAL LINE DIALER SLC NAC -1 MI ® a a a a a a © © © a © � a 110cd NAC -2 BELL' EO EOL .202ma .031 ma 30cd NAC -3 15cd .094ma KNrLENr NAC -4 ,GI•ir Becuse of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to cll 206-575-4407 or email fireiipspreguestOci.tukwila.wa.us to schedule your inspections a minimum of 4$ hours in advance of the date you want an inspection. L ❑ Without Comments As Noted In Red ❑ Per The Attached Letter !nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is ubiect to errors and omissions which do not authorize violations of adopted stanaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void this.acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 2 By: );04/14/5/2- Lx It a ,. BATTERY 1 BATTERY 12V.12AH 124.12AH 1 f uKWILA FIRE DEPARTM, Please call: 575.4407, ...- and give this job No. ar- f -- §nd exact address for shuts down or restoration approval #14/2 15cd .066ma 15cd .066ma 30cd .066ma FIRE ALARM SIGNAL EXPANDER #1 120 VAC r (DEDICATED CKT.) S:LEt1T fsm;erar MODEL 5491 NAC -1 75cd .107ma 115cd NAC -2 75cd .158ma .218ma 115cd NAC -3 30cd 0 .176ma .094ma .107ma 30cd EOL 115cd 115cd 4 115cd • EOL .218ma .218ma .218ma 115cd .218ma 115cd .218ma 115cd .218ma 185cd 185cd 185cd o 0 .297ma .297ma 185cd 185cd EOL .297ma .297ma 1 NAC -4 BATTERY 12V-7AH BATTERY 124-7AH FIRE ALARM SIGNAL EXPANDER 112 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. 120 VAC c (DEDICATED CKT.) ' SILENT loKKHr P)) MODEL 5459 NAC -1 # 14/2 .297ma NAC -2 75cd CC 30cd 15cd 75cd .218ma 185cd • EOL .297ma 15cd 75cd .176ma 75cd 15cd 75cd .066ma .176ma 115cd 15cd .176mA .094mA .066mA .176mA .066mA .176mA .218mA .079mA NAC -3 NAC -4 t BATTERY BATTERY 12V-7AH 12V -7A14 FIRE ALARM RISER #14/2 N.T.S. EOL 5'-0" MAX. FINISHED FLOOR r1 441* Ale 44,,ott K4k‘ ilbrfr* "'A MAIN ENTRY 115cd ORDERING DINING UTENSIL (105 COOKING HOOD SYSTEM EOL FSE -2 CKT-1 MEI") OFFICE FLAG NOTES: • EXISTING DEVICE • NEW DEVICE FIRE ALARM PLAN 8 16 I;161 SILT. KNIC 499 Power, Expander,Calcul SCALE 1/8"=1'-0" Global Project Values: Project Name: Project ID: Y:' e; CHIPOTLE 1FA8030 ( SCOTT JERKE 12/18/2008 Print 5499 Detail scp Standby Hours:I 24 Alarm Mins:I Derating Factor:' 1.2 Voltage Drop Warning Threshotd % 1D and Shortcuts Print Circuits Detail Edit Device Database 5499 (1) panel D: Locathn: Okt.A 15499(1) 'CORRIDOR Circui Nar Motlel; Silent Knigh Volts;' 24 VDC Current Draw tandby Alarm <; Wire AWG &Type ax Circuit Current: 3 Amps Max Panel Current: • 9 Amps Ohms Per, Length(tt). Actual Volts 1000 Ft, One -Way' Ohms EOL %Drop 5499(1) Circuit 1 cfg. 0.000 2 5499(1) Circuit 2 cfg 5499(1) Circuit 3 cfg 5499(1) Circuit 4 cfg. Aux 5499(1) Aux Power Out cfg. 5499 5490 Power'EXpander; 0.000 0.000 0.000 0.000 0.075 1.051 #14 Solid 0.000 #14 Sofid 0.000 14 Solid 0.000 #14sorid 0.000 #14Sorid 0205 1.051 z.1 , 2.52 ,J 2.52 ,. JJ 2.52 J 2.52 ((Amps) Tota 164 083 0.00 0.00 0.00 19.53 20.40' 20.40' 20.40 20.40; 4.26% 0.00% 0.00% 0.00% 0.00% 1 Output P ower Requ Tot ndby`Current (Amps) 0.075 Total Alarm Current (Amps) tan, Tirr i0t 24.! 0.083 Ata Time In Min 60 ' (5 Mins) Tote AN Re 0.105 Tot Alarm AH Required Combined AH Required Mininum Battery AmpHour ed' ^Top^ Wire resistances are based upon an arrbient temperature of 72 degrees F. Because of the minimal deference between sold and stranded wire no differential was made. - Project Inforrmtion Project Name: CHIPOTLE Prepared By: SCOTT JERKE Project ID: FA8030 Date: 2/18/2008 Ckt. Numbe Ckt. Nam{ vice Panel ID: 5499(1) Max Circuit Current: 3 Current Draw Each Standby " Alarm Current Draw Total Standby ..; Alarm 2 SR/15 0.00 0.1 6 0.000 1; 1 SR/30 0.000 0.094 0. 1 P2R/15 11, 0.0 0.079 0.000 0.079 3 P2R/75 PC2R/115 0.000" 7 0.000 0.176 0.000 0.528 0.218 0.000 0.218 < Return To Power Supply Config J Edit Device Database Totals 0.000 1.051 FIRE ALARM CALC N.T.S. a. tL 0 B SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD A FIRE SIGNAL EXPANDER AND 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 31/2 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. FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING B 14/2 FPLP INDICATING CIRCUIT WIRNING FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE FIRE ALARM CONTROL PANEL E IFP -100 FARENHYT FACP FIRE SIGNAL EXPANDER 1 5499 SILENT KNIGHT FSE STROBE 3 SR SYSTEM SENSOR A X HORN -STROBE 4 P2R SYSTEM SENSOR 0'. CEILING MOUNTED HORN -STROBE 1 PC2R SYSTEM SENSOR MANUAL PULL STATION E IDP -PULL FARENHYT F © SMOKE DETECTOR 1 IDP -PHOTO FARENHYT MONITOR MODULE 1 IDP -MON FARENHYT M FIRE ALARM LEGEND SITE PLAN PAr FE . 2.1 Z008 N.T.S. Tukwila Fire Z5'4e 71x/ PAR REVISIONS DESCRIPTION m O Z CONTRACT WITH z ON Ow c ▪ Wo) ZzW Lu N. J w CC CO PROJECT MANAGER : DEAN ODENTHAL N co 0) c .. ccs 10 19 10 44' .. W 0 W 0 SUPERINTENDENT : W 0 0 0 co Q) lL ¢�¢ N 8 k_ Q Cf) •0 rt Q Z Co 0 W ✓ l-ce H Z 0 0 FAX: ( 253) 926 - 2350 Bus: ( 253) 926 -1880 co 0 cc W cc a - Q cc W co 0 co W 00 W = Q w o=gig CL _ Lo 2 Li DESIGNER: SCOTT JERKE DATE: 2/18/08 AHJ TUKWILA JOB # FA8030 SHEET # FA 1 OF 1 c -i --)R-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26" BAR JOISTS @ 6'-0" o/c 12 SPRINKLER PLAN 0ffs FITTER / LISTER NOTES 1. S = DENOTES 1.5" x V STRAP, U.N.O. 2. ALL FLEX DROPS TO BE INSTITUTIONAL, U.N.O. 3. ALL SPRINKLERS AT A.C.T. CEIUNGS, TO BE CENTER OF 2ND LOOK TILE, U.N.O. 4. SEND (50) V TEK SCREWS -STEEL FOR FLEX DROP BRACKETS AT HARD UDS, U.N.O. 5. SEND (24) 1/2" PLUGS TO REPLACE EXISTING OVERHEAD UPRIGHT SPRINKLERS, U.N.O. 6. SEND (2) HEAD GUARDS FOR F3QR DRY PENDENTS IN COOLER, U.N.O. 1/41 MIA 23-10 AFF BUILDING SECTION FACING WEST D 8 1e SCALE 1/8'=1'-0' 0-0 AFF F NEW 1.5' x 1' STRAP TEE - 1.5' EXISTING-- BRANCHUNE 1(03), U.N.O. 1' ELBOW -1 x 10-8, U.N.O. 1' ELBOW - STANDARD FLEX DROP FLEX DROP DETAIL '50' STANDARD FLEX DROP TECTUM PANELS ATTACHED TO CEIUNG GRID AT 1T3' AFF DETAIL 'A' RI-______1' DROP (PER PLAN) -1' PLUG 1' x 1' THREADED TEE NYLON ZIP TIE I- NCO MODEL DSB-1 DRY SPRINKLER BOOT SEALANT ADHESIVE FREEZER/COOLER UD 18' DRY PENDENT -/ OPEN CELL POLYETHYLENE FOAM BACKEROD DETAIL 'B' l METAL DECK 1 (4) #10 SHEET -� METAL SCREW AFCON RD. 810 3/8' CEIUNG PLATE - 3/8' ATR HANGER RING HANGER 'CP' 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 Wean °F WATER/PPE Conon NBwOOB I 40 0.133 1.049 THRFADEO, OUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 11/4 SUPER -FID 0.059 1.642 ROLL GROOVED, POUCHED, PLAIN END (FOR BUTT WELDING) 1.817 . 0.097 112 SUPER-FLO 0.074 1.752 ROLL GROOVED, ROUGHED, PLAIN END (FOR BUR WELDING) y A� ! 4' x 8' TECTUM Qom'✓^� SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOO BUTT WELDING1 9.458 QNi'Yo^ JB. .� SUPER-FLO 0.074 _ ROLL GROOVED, PLAIN END (FOR BUTT WEEDING) ._ Q 01 •th-0 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, RAIN END (FOR BUTT WELDING) 8.526 0.458 P3'JVFFi7- SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (WR BUR WPDNG) -LI- 0.773 5 LI a 0.134 -I,- ROLL GROOVED, RAIN END (Fal BUTT V43DNG) 17.300 1.144 8 •• 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) ' 23.030 1.849 ACH TO 2' 4' :.r. ROLL GROOVED, PLAIN END (FOR BUTT WHD.N3) im 2.78 •• WALL THICKNESS PER NFPA #19 8" CEILING G ID i is �I� AbA- �I S x1 H la 1. 1 5 ,' .. 1.5 .1.5 1 r' ,. 0-6 s HVAC D CT @ 1 1.5 -0' C/L ' 0-1 = ` S F 1 S1 I ..'•° 15- s 15 1 S s _ 1 - s 1.5 B= I5' -- II, i s 3-10 3-10 ' 4-U _ 1=10 1 A� 2-0 fj II,l I I 16.5 r i ,- -- / ® 111114b.‘ I 5C •, 8.5 P' .. 1 - 6.5CP 10�'CLG.Hr.. Cy. GYP. g� 1 J g _1 \ 8.5CP '/ ,-8,5CP jII \� ° I2 ,�� -: j Y �I r ilk i 0II ® 9-0' LC. HT. , I ' . /gyp . ale- ,tL ��'6S SEE DETAIL'S' 4 6� O'er I - a$ ::� N. _4Y,0------ ON THIS SHEET !+h�1 - - e a - e / y� , C, c �� MENU BOARDS. /N� R MOVE PLUe 19-0' CL. c / 4P ' hU/. I // . STINGOVERH INP. 'D S . GYP. BD. r 4 GYP. BD. 4i JO1.S O 1(Y. CLO. HT O y p�/ 4- // !/// (2d) .5'FA....1.5 1.br1.51.5 _ \ (S� I R/ --1 A1.5 1.1.5 g .,5 .1.5/ 3-B3-11 T S _.r.. 8. S ,_µ ,g-, 2,q .S 4-0 L e, ,,, 4' 8'LIECjUM /'. °Qi '' e�. 0 A.T.C. COOKINO HOOD \ ey4'�5 Q / / 4NELS L1 L3'. >/ ° �. / 7 7:• O I� r. O J `�-. O 4TTACH C D 0 2 x 4' /S W JG RID, • j / - , \/ f-,,1 L )'-0' CLG. HT. A.T.C. \ A, •.... , -�- s51 //isp/ PSD. / -41 v , A a, � b ,. ✓{ 1rl . „ 65C a -. i ,SCP A- •'•\ - .1.5 g )IGF_ g 1 t.Y / 1. I I - 1.5 1.5 s L1 .1.5 .15 ._ T s s / s s T -- _s1/� _ ,5t F z41 •• • ,m ,a -6-'2X ,/ -° aio 2-0 "/ .bC ° / PsCP _ 1 -t CLO HTS (� - 0,. B'-0' CL13. Ffp � ® ; ��4 \I : 5.1 a m GYP s GY1P.BD.k. v./ L -. P1 P$ IJ A 8'-0' CLG HT.! A.T.C. ATC c`e 44G 7N 12K I `o`/_/`./. I'' :. -77->:/: /-;7.,- :f..;P'/ /'. .,,y .: :,^y-7`%7<-.: :.Y-. Xa.: Y-: i^/"°::./;/.r/,- - I FULL HEIGHT WALLS, TYP. 1 c -i --)R-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26" BAR JOISTS @ 6'-0" o/c 12 SPRINKLER PLAN 0ffs FITTER / LISTER NOTES 1. S = DENOTES 1.5" x V STRAP, U.N.O. 2. ALL FLEX DROPS TO BE INSTITUTIONAL, U.N.O. 3. ALL SPRINKLERS AT A.C.T. CEIUNGS, TO BE CENTER OF 2ND LOOK TILE, U.N.O. 4. SEND (50) V TEK SCREWS -STEEL FOR FLEX DROP BRACKETS AT HARD UDS, U.N.O. 5. SEND (24) 1/2" PLUGS TO REPLACE EXISTING OVERHEAD UPRIGHT SPRINKLERS, U.N.O. 6. SEND (2) HEAD GUARDS FOR F3QR DRY PENDENTS IN COOLER, U.N.O. 1/41 MIA 23-10 AFF BUILDING SECTION FACING WEST D 8 1e SCALE 1/8'=1'-0' 0-0 AFF F NEW 1.5' x 1' STRAP TEE - 1.5' EXISTING-- BRANCHUNE 1(03), U.N.O. 1' ELBOW -1 x 10-8, U.N.O. 1' ELBOW - STANDARD FLEX DROP FLEX DROP DETAIL '50' STANDARD FLEX DROP TECTUM PANELS ATTACHED TO CEIUNG GRID AT 1T3' AFF DETAIL 'A' RI-______1' DROP (PER PLAN) -1' PLUG 1' x 1' THREADED TEE NYLON ZIP TIE I- NCO MODEL DSB-1 DRY SPRINKLER BOOT SEALANT ADHESIVE FREEZER/COOLER UD 18' DRY PENDENT -/ OPEN CELL POLYETHYLENE FOAM BACKEROD DETAIL 'B' l METAL DECK 1 (4) #10 SHEET -� METAL SCREW AFCON RD. 810 3/8' CEIUNG PLATE - 3/8' ATR HANGER RING HANGER 'CP' 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 Wean °F WATER/PPE Conon NBwOOB I 40 0.133 1.049 THRFADEO, OUT GROOVED, ROLL GROOVED, PLAIN END, POLISHED 2.053 0.044 11/4 SUPER -FID 0.059 1.642 ROLL GROOVED, POUCHED, PLAIN END (FOR BUTT WELDING) 1.817 . 0.097 112 SUPER-FLO 0.074 1.752 ROLL GROOVED, ROUGHED, PLAIN END (FOR BUR WELDING) 2.448 0.125 2 SUPER-FLO 0.074 2.227 ROLL GROOVED, POLISHED, PLAIN END (FOO BUTT WELDING1 9.458 0.202 212 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR BUTT WEEDING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, RAIN END (FOR BUTT WELDING) 8.526 0.458 4 SUPER-FLO 0.074 4.352 ROLL GROOVED, PLAIN END (WR BUR WPDNG) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, RAIN END (Fal BUTT V43DNG) 17.300 1.144 8 •• 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) ' 23.030 1.849 8 •• 0.188 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WHD.N3) 40.080 2.78 •• WALL THICKNESS PER NFPA #19 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 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 NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. Because of increased demand our inrpectors'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 48 hours in advance of the date you want an inspection. HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER ® REUABLE 6.I.N. TYPE MODEL 63615 RECD. SSP F1FR CHR CHR 11.1.11 or WS Ma NOM 5.6K 12' 155° 00•1111ff 33 RELIABLE 65714 DRY SSP F3QR CHR CHR 5.8K P 288' 2 A=1B" TOTAL THIS SHEET 35 AFF BOB BOD DOJ DOT FO IFOW OFOW HAS URD ABOVE WISHES ROOD BOTTOM OF BEAM BOTTOM OF TECH BOTTOM OF JOIST BOTTOM OF PU1BN BOTTOM OF 'MUSS CUT TO SIT FIELD =En 10810E FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. SPONGERS UNLESS NOTED 0808108E 12 BOD 0 III CENTERIJNE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE Lt I I ER INDICATES TYPE 4 -WAY EARTHQUAKE SWAY BRACE LEI I ER INDICATES TYPE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAUUC CALCULATION NODE FLEXIBLE COUPUNG RIGID COUPLING NO. DATE 2-25-08 BY MCM REASON FOR REVISION TECTUM PANELS WALL TO WALL @ 173' AFF s TWIT/ Q- A/.' CONTRACT WITH RBI CONSTRUCTION 1807 132ND AVENUE NE #2 BELLEVUE, WA 98005 PROJECT MANAGER : BOB LYONS PHONE : (425) 881-1985 FAX : (425) 968-9953 SUPERINTENDENT : DICK JAKILSKI PHONE : (206) 719-7357 FAX: TBD p0 w EXISTING PIPING NEW PIPING g Without Comments ❑ As Noted In Red ❑ Per The Attached Letter I nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is tubiect to errors and omissions which do not authorize violations of adopted standards and ordinances. Tile re)3ponsibllity for the adequacy of design fe,6ts tut.iiiy with the designer. Additions, deletions or ; svi;io)1s to these drawings atter this date will void thi-s-Gtoceptanfce 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. '/z? %8 By: `ab A/ 2- WUKWILA FIRE DEPARTIvi a , Please call: 575-440Z and give this job No. OS- S- oS5 and exact address for shut. down or restoration approval. 591l6�:�IpB ertifica 105. 7RA4, V+"�17� 0SA iQ 9S 11L CERTIFICATE OF COBEIENCY STAIR AREA OF SOUTHCENTER SQUARE BUILDING'S RISER LOCATION--...„ KEY PLAN PAH IT.3 2 5 200E Tukwila Fire cf) EL 0 ct SMITH FIRE SYSTEMS, INC. 1106 5481 AVE EAST rik TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253) 928 -1880 FAX: ( 253) 928.2350 CHIPOTLE @ SOUTHCENTER T.I. 17100 SOUTHCENTER PKWY., SUITE 108 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. M. MILLER 2-25-08 1 OF 1 118036 OUTSIDE FACE OF PANEL 1.A A^\ I� = 1.5 I 1.5 - - -r.1- I 1.6 1.6 1.5 1.5 1.5 C/L OF COL .5 1.5-+1 1.5 - :L - - - - 1.6 _._...... -.- 1.5 1.5 I �•,- •-1 CVs800=1,:ao9o:.e - arms■. Loi. .•rr. .�sr •° e9 .cdltai sat a .wl■v®rws■IaF to 3 I ACT d.O'AFf T, " F'F"IG :1T 11r � IMMEMIral .GWB.SOFFIT 171--2AFF • ACT 13' 1"AFF GWB SOFFIT 1'-Q'AFF GWB SOFFIT 12'-0'AFF . GWB SOFFIT. 12-0'AFF GWB SOFFIT11'-0'F S 7ic, lrRifiCE c Ta r 1 U-0'AFF S S 1 o .D ,,--11 CT TD THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLSHED i 3 1 1/4 40 0.140 1.380 ROLL GROOVED. POLISHED PLAIN END (FOR BUTT WELDING) 1.817 0.097 11/2 EDDY FLOW 0.083 1.754 [r70F-` 2.448. aI 2 EDDY FLOW 0.083 2.229 ROLL GROOVED. POLISHED, PLAIN ENO (FOR SUIT WELDING) 3.458 ,.. 1- -Y-ACT ,L 15',0% \;,,I 2.729 ACT 13'-0',aFF1 0.303 3 : , 0.090 3.342 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 6.520 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 9.927 0.773 GWB SOFFIT. 12-0'AFF GWB SOFFIT11'-0'F FREEZER 8'-0'AFF COOLER DRY STORPGE 10' 'AFF • 10`•0' • FF 1.5 1.6 1.5 D.) C/L OF COL. C C/L OF WALL r METAL DECK (2)1' 11/4' TEK SCREW TOLCO FIG. 78 3/8" CEIUNG PLATE 3/9' ATR - HANGER RING HANGER DETAIL 'CP' HANGER LEGEND 1.5 NEW STRAP ON EXISTING BRANCH UNE NEW 1' 90'L NEW 1(0-3) UNO & NEW 1' 901_ 1' DROP / 1(7-0)TT UNO NEW INSTTRITIONAL% FLEX DROP J/ LENGTH . 38' UNO NEW SSP SPRINKLER - FLEX DROP DETAIL '50' 1.6 I I 1.5 - - -(1:1_--- 1.6 SPRINKLER PLAN SEE HANGER DETAIL 'CP 0 4 S SCALE 1/4'.1'-0" NEW 1' ARMOVER PER PLAN NEW STRAP ON EXISTING BRANCH UNE - 1" DROP PER PLAN -1'COUPUNG W/ A V PLUG -1.0-o) TOE --INSTALL DRY SSP INTO A 1" TEE W/ A PLUG ^ NEW DRY SSP SPRINKLER A=18' DRY SSP. DETAIL SPRINKLER -LEGEND 1.51 1. FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH UNES ARE INSTALLED AT APPROXIMATELY 21'-8' AFF. 2. ALL HANGERS ARE TO BE TYPE 'CP UNO. 3. SEND 40' OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. NEW SPRINKLERS IN ACT CEILINGS ARE TO BECENTERED IN THE 2' DIMENSION OF THE CEIUNG TILES. 5. ALL DROPS INTO ACT CEIUNGS ARE TO BE PER FLEX DROP DETAILT0' UNO. INSTITUTIONAL FLOC DROP LENGTH IS TO BE 36' UNO. 6. PIPE DRY SPRINKLERS IN COOLER/FRFF7FRS PER THE DRY SSP DETAIL'. 7. PIPE ALL DROPS INTO GWB CEUNGS PER THE 'HARD PIPE DROP DETAIL'. 8. SSU SPRINKLERS IN THE NONCOMBUSTABLE CEILING. VOID ARE TO BE. REMOVED AND THE I2' OUTLETS PWGGED. 1(0-3) UNO 1" COUPUNG --- W/1'PLUG EXISTING UNE NEW STRAP TEE 1' DROP PER PLAN. IF NO LENGTH IS SHOWN TIE THE 1 (2-0)TOE DIRECTLY INTO THE 90"L AT THE TOP. 1' (2-0) TOE MODEL F1 FR W/ RECESSED CANOPY HARD PIPE DROP DETAIL SYM I - MANUFACTURER SAN. TYPE I MODEL I I' r posvo EXISTING UNCHANGED SSU 1,12. 165° NEW A=18' • O RELIABLE RELIABLE R5714 R3616 DRY SSP REC SSP F30R F1 FR CHR CHR CHR F3 CHR F1 1/2' 1/2' 1' 12' 165 155 48 TOTAL NEW THIS SHEET 49 ABBREVIATIONS SYMBOL LEGEND 1.5 _ REVISIONS 0 V'Ilthout Can -mete. Ac Noted In Red Per The Attached Letter ) hese plans hew? been reviewed by The Tulwit Fi Prevention Bureau for (; ll'orrni nco with current city standards. Acceptance is :ubiect to errors and omissions which do not authorize violations of adopted staarruares and r:;'; UL''IeNnctes. The responsibility for the adequacy of ,:fie„irn rests totally with the designer. Additions, d! ':tions or rr visions to these drawings atter this date will void thk,,ecceptance 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: 6-12-1° By: 7 FAIRE DEPART*4444, a califs 575..__L � ad give. this Io! ;• s- /SST end exact address for shut• down or restoration approve,. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Thi:" to call 206-575-A407 dr you /ill mad of 418 hours in'advanon, ofe data want on triver4fon. AF BCE BCD BOOP BOT FO OTS FOW OFOW LiAs UNO ABOVE P54810) ROOK BORON OF BEAM BOTTOM OF DEO( BOTTOM OF JOIST BOTTOM OF PAM BOTTOM OF 114158 CUE 1D SUR FELD men INS= FACE BE WILL OURSTE FAME OF WNL NO ALSO. 6EMYt*e&B 014588 NOTED MENAGE SOD 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 COUT'UNG RIGID COUPLING NO. DATE BY REASON FOR REVISION // n eS2.z /ssi - s-' CONTRACT WITH WIG PROPERTIES LLC -SS 4811 134TH PL. SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : 425-957-4774 CELL : 509-953-7631 FAX : 425-865-8648 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL C.TEEL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: STEEL PIPE ASTM A-795 OR BETTER PIPE SIZE 7ic, lrRifiCE INTERNAL DIAMETER END PREP TYPES ALLOWED r 1 U-0'AFF FREEZER 8'-0'AFF COOLER DRY STORPGE 10' 'AFF • 10`•0' • FF 1.5 1.6 1.5 D.) C/L OF COL. C C/L OF WALL r METAL DECK (2)1' 11/4' TEK SCREW TOLCO FIG. 78 3/8" CEIUNG PLATE 3/9' ATR - HANGER RING HANGER DETAIL 'CP' HANGER LEGEND 1.5 NEW STRAP ON EXISTING BRANCH UNE NEW 1' 90'L NEW 1(0-3) UNO & NEW 1' 901_ 1' DROP / 1(7-0)TT UNO NEW INSTTRITIONAL% FLEX DROP J/ LENGTH . 38' UNO NEW SSP SPRINKLER - FLEX DROP DETAIL '50' 1.6 I I 1.5 - - -(1:1_--- 1.6 SPRINKLER PLAN SEE HANGER DETAIL 'CP 0 4 S SCALE 1/4'.1'-0" NEW 1' ARMOVER PER PLAN NEW STRAP ON EXISTING BRANCH UNE - 1" DROP PER PLAN -1'COUPUNG W/ A V PLUG -1.0-o) TOE --INSTALL DRY SSP INTO A 1" TEE W/ A PLUG ^ NEW DRY SSP SPRINKLER A=18' DRY SSP. DETAIL SPRINKLER -LEGEND 1.51 1. FITTER / LISTER NOTES 1. EXISTING 1.5' BRANCH UNES ARE INSTALLED AT APPROXIMATELY 21'-8' AFF. 2. ALL HANGERS ARE TO BE TYPE 'CP UNO. 3. SEND 40' OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. NEW SPRINKLERS IN ACT CEILINGS ARE TO BECENTERED IN THE 2' DIMENSION OF THE CEIUNG TILES. 5. ALL DROPS INTO ACT CEIUNGS ARE TO BE PER FLEX DROP DETAILT0' UNO. INSTITUTIONAL FLOC DROP LENGTH IS TO BE 36' UNO. 6. PIPE DRY SPRINKLERS IN COOLER/FRFF7FRS PER THE DRY SSP DETAIL'. 7. PIPE ALL DROPS INTO GWB CEUNGS PER THE 'HARD PIPE DROP DETAIL'. 8. SSU SPRINKLERS IN THE NONCOMBUSTABLE CEILING. VOID ARE TO BE. REMOVED AND THE I2' OUTLETS PWGGED. 1(0-3) UNO 1" COUPUNG --- W/1'PLUG EXISTING UNE NEW STRAP TEE 1' DROP PER PLAN. IF NO LENGTH IS SHOWN TIE THE 1 (2-0)TOE DIRECTLY INTO THE 90"L AT THE TOP. 1' (2-0) TOE MODEL F1 FR W/ RECESSED CANOPY HARD PIPE DROP DETAIL SYM I - MANUFACTURER SAN. TYPE I MODEL I I' r posvo EXISTING UNCHANGED SSU 1,12. 165° NEW A=18' • O RELIABLE RELIABLE R5714 R3616 DRY SSP REC SSP F30R F1 FR CHR CHR CHR F3 CHR F1 1/2' 1/2' 1' 12' 165 155 48 TOTAL NEW THIS SHEET 49 ABBREVIATIONS SYMBOL LEGEND 1.5 _ REVISIONS 0 V'Ilthout Can -mete. Ac Noted In Red Per The Attached Letter ) hese plans hew? been reviewed by The Tulwit Fi Prevention Bureau for (; ll'orrni nco with current city standards. Acceptance is :ubiect to errors and omissions which do not authorize violations of adopted staarruares and r:;'; UL''IeNnctes. The responsibility for the adequacy of ,:fie„irn rests totally with the designer. Additions, d! ':tions or rr visions to these drawings atter this date will void thk,,ecceptance 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: 6-12-1° By: 7 FAIRE DEPART*4444, a califs 575..__L � ad give. this Io! ;• s- /SST end exact address for shut• down or restoration approve,. Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Thi:" to call 206-575-A407 dr you /ill mad of 418 hours in'advanon, ofe data want on triver4fon. AF BCE BCD BOOP BOT FO OTS FOW OFOW LiAs UNO ABOVE P54810) ROOK BORON OF BEAM BOTTOM OF DEO( BOTTOM OF JOIST BOTTOM OF PAM BOTTOM OF 114158 CUE 1D SUR FELD men INS= FACE BE WILL OURSTE FAME OF WNL NO ALSO. 6EMYt*e&B 014588 NOTED MENAGE SOD 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 COUT'UNG RIGID COUPLING NO. DATE BY REASON FOR REVISION // n eS2.z /ssi - s-' CONTRACT WITH WIG PROPERTIES LLC -SS 4811 134TH PL. SE BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : 425-957-4774 CELL : 509-953-7631 FAX : 425-865-8648 SUPERINTENDENT: PHONE: FAX: GENERAL NOTES 1. ALL C.TEEL 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 WDOHT OF WAWA AVE -DAYALITY I11041.0. 1 40 0.133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN END, POLSHED 2.053 0.044 1 1/4 40 0.140 1.380 ROLL GROOVED. POLISHED PLAIN END (FOR BUTT WELDING) 1.817 0.097 11/2 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 ENO (FOR SUIT WELDING) 3.458 0.202 212 EDDY FLOW 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 BUTT WELDING) 6.520 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 9.927 0.773 6 10 0.134 5.295 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 10 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.849 8 10 0.188 8.249 ROLL GROOVED. PLAIN END (FOR BUTT WELDING) 40.080 2.78 •' WALL THICKNESS PER NFPA 413 SCOPE OF WORK SMITH FIRE SYSTEMS (SFS) WILL MODIFY THE EXISTING WET PIPE SPRINKLER SYSTEM TO ACCOMMODATE THE NEW IHOP T.I. AT SOUTH CENTER SQUARE BUILDING'S', 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/FREEZER. SSU SPRINKLERS IN THE NONCOMBUSTABLE CEILING VOID WILL BE REMOVED AND PLUGGED. 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 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. 8. 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: zoo7 e PER NFPA 13: 89O 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 / 967 SQ. FT. BASED ON 13 HIGH CEILINGS 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 STRAP TEE NEW PWG CERTIFICATE OF COMPETENCY STAMP IHOP AREA OF WORK EXISTING RISER LOCATION ELY PIAN PA I D' 1'° a 2 2008 Tukwila Fire JSMITH FIRE SYSTEMS, INC. 1108 64th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMIIHFS1380T BUS: ( 253) 928-1880 FAX: ( 253) 928 - 2350 IHOP @ SOUTH CENTER - BLDG 'S' 17250 SOUTHCENTER PKWY STE#104 TUKWILA, WA DESIGNER DATE SHEET JOB NO. JOHN R. 04/23/08 1 OF 1 T18085 r EXISTING RISER REMOTE ANNUNCIATOR TO CENTRAL STATI O N MODEL RA -1000 D 1/I P FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC s (DEDICATED CKT.) D % Farenhyt IFP -1 00 q,r4 DUAL LINE DIALER FISILENT 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 110cd NAC -2 C .202ma 30cd NAC -2 TS TS WF TS TS TS PS TS F 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 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 F F BELL ED EOL .031 ma 15cd .094ma BATTERY 12V-12AH BATTERY 12V-12AH #14/2 120 VAC c (DEDICATED CKT.) 15cd F 15cd .066ma .066ma M .066ma FIRE ALARM SIGNAL EXPANDER #1 SILENT KNIGHT (r4 MODEL 5499 NAC -1 M M M M M M M M M M M 33:053 33:052 33:051 33:050 33:049 33:048 30cd 75cd 75cd 30cd 30cd © © EOL .107ma .158ma .176ma .094ma .107ma NAC -2 115cd 115cd 115cd 115cd © © EOL .218ma .218ma .218ma .218ma 115cd NAC -3 115cd .218ma 185cd NAC -4 .297ma 115cd 115cd r 75cd .218ma .218ma .218ma 185cd 185cd 185cd © ti EOL .297ma .297ma .297ma 185cd 185cd EOL BATTERY BATTERY 12V-7AH 12V-7AH #14/2 .297ma .297ma L FIRE ALARM RISER N.T.S. J .176ma 15cd 75cd5c�K 111 .066ma .176ma Project Values: ect Name: Project ID: Prepared By:ILEON Date:[6127/2007 (FITNESS OUTLET IFA7133 Standby Hours:I Alarm Mins: Derating Factor. Voltage Drop warning Threshold % - 1 10 1 Panel ID: • Location:' Cid.# (IFP -100 IDP Dodoes (SPRINKLER ROOM IFP -100 IFP -100 Fire Panel SLC -DEV Photo,mon,Heat,pull DP Beam Beam detector Current Draw Wire AWG tarrcy Alarm & Type 0.170 0.325 0.020 0.152 0.000 0.000 Ohms Per 1000 Ft.. Max NAC Current: 3.0 Amps ax Panel Current: 5.0 Amps Length(R) Actual - Volts One Way Ohms EOL IPO Duct Non Relay 0.000 0.000 IPD!' With Relay 0.000 r 0.000 IDP IDP Acclimate ROR 0.000 0.000 IDP IDP Relay -8, IDP' Control -6 10P Relay Zone ,Zone -6 SLC -ACC SSB501BHTSounder S88224R8: Relay Base RTS451 Key' RA400Z IDPo Isolator Module SS Ell Isolator Base RA-t000((sr LCD Remote Annunc 5824 Serial/Parallel Module 5499 Power Expander 2 RPS4000 Power Expander 035-4 ` LED Annunciator (4G) LED Annunciator (3G) 80 LED Driver Module 5683 r Relay Module PGM4/O #1 Notification Appl Circuit erg. P0M-I/O #2 Notification Appl Circuit crg. P0M-1/0#3 Notification Appl Circuit cig. PGM -I/O #4 Notification Appl Circuit Gig. PGM -UO #5 Notification Appl Circuit crg P0M-1/0#8 Notification Appl Circuit crg Total Standby Current (Amps) 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 0.000 0.000 0.000 0.000 0.020 0.025 0.000 0.000 0.075 0.175 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 0.285 0.000 0.233- 14 Sold J 2.52 120 0.60 20.26 0.69% 0.776. 14 Sold J. , 2.52" 0.000 #12SoId .J '. 1.59 0.000 #125cM .f.',:1.59 0.000 #125oM J" 1,59`' 0.000 #12Sold J 1,59` 1.686 Total Alarm Current (Amps) 450 2.27 18.64 0.00 • 0.00 20.40 20.40 0.0(1 0:00 20.40 8.63% 0.00% 0.00% 0.00% 20.40 - 0.00% Standby Time In Hours 4 0.083 Alarm Time in Minutes'/ 60 Mins) Total Standby AH Require 6.840' 0.14 Tot Alarm AH R Total Combined AH Requln .98 Multiply By The Derating Factor 1.20 Minimum Battery AnipHours Required 8.36 Command Shortcuts Configure Circuits I Print Page Project Information Project Name: FITNESS OUTLET Prepared By: LEON Project ID: FA7133 Date: 8/27/2007 Ckt. Number" PGM-I!O Ckt Name Notification#1 Appl Circuit Qi De Panel ID: IFP -100 IDP, Devices I/O Use: Notification Appl Circuit J Current Draw Each- Current Draw Total Standby .` Alarm ",Standby - Alarm SRK / 110 0. :.; 0.202 ..= 0.000 0.202 55012410 X0.000 0.031 0.000 0.031 spare .0.000 0.000 0.000 spare 0'I 0.000 0.000 0.000 0.000 0.000 < Return To Main I Edit Device Database I Totals Ckt. Number. PCM -1/0 #2 Ckt. Name: Notification Appl Circuit De 2 SCR 30 0.000 0.233 Panel ID:; fFP-1001DP Devices I/O Use:, Notification Appl Circuit J. Current Draw Each Current Draw Total Standby ` ,- Alarm Standby Alarm ::0 000 " 0.094;; • 0.000 0.188 3 SR 15 7 2 PC2R 30 0 000 0.000. 0.000 0.198 0.000 0.214 PC2R 75 0.' 0.176:.. 0.000 SCR 75 I < Return To Main I Edit Device Database 0.158 0.000 Totals 0.000 0.176 0.000 0.776 El SII Ng Gebel Project Values: --- Project Name: Project ID: Prepared By: Date: [FITNESS OUTLET 1FA7133 LEON ( 18/27/2007 Standby Hours: 24 Alarm Mins:1 5 Derating Factor Voltage Drop Warning Threshold%:j 1.2 10 1 Configure 5499(s) 1111111i111311111:1111113111:11 5499 (1) 15499(1) SPRINKLER ROOM ircult Name Print 5499 Detail Print Circuits Detail Model: Silent Knight 5499 Power Ex Volts: 24 VDC Current Draw Wire AW tandby Alarm & Type Ohms Pt 1000 Ft. Edit Device Database 4ax Circuit Current: 3 Amps Max Parcel th(tt) CurrenActual.t; . 9 Amps Leng-" s L® %Drop One -Way Ohms EtO 5499(1) Circuit 1 cfg 0.000 0.872 #14 Sold 5499(1) Circuit 2 cfg. 0.000 1.290 *14 Sold 5499(1) Circuit 3 cfg. 0.000 1.188 #14 Sold 5499(1) Circuit 4 erg. 0.000 0.594 #14 Sold 2.52 340 1.71 '',` 18.91 7.32% • 2.52 260 1.31 _ 18,71 8.29% J 2.52 320 1.61. 18.48 9.39% J 2.52 200 1.01 19.80 2.94% Aug ; 5499(1) Aux Power Out crg. 5499 5499 Power Eiipander. Total Standby Current (Amps) 0.000 0"000 *12 Sold 0.075 0.205: 3.944 t(Amps)Total Output Power Required J ` 1,59: 0.00 20.40 0.00% 0.076 4.149 Total Alarm Cu (Amps) Standby Time in Hou 24 0.0 Alarm lime In Minutes / 60 (S Mins) T ndby AH Required 800 0.346 Total Alarm AH Requ T Combined AH Required 2.15 Multiply By The De no F 1.20 Minimum flattery AmpHours Required 2.57 Project Inforrretion Wee resistances are based upon an rrblent teriperature of 72 degrees F. Because of the ninimal difference between solid and stranded WIre no differential was made. Project Name: FITNESS OUTLET Prepared By: LEON Project ID: FA7133 Date: 8/27/2007 ekt. Number 1 Panel ID: 5499(1) Ckt, Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps CI DesAce Current Draw Each Current Draw Totai Standby Alarm Standby Alarm 4 PC2R 115 •F 0 000 0.218 0.000 0,872 Unused w 0.000 0.000 0.000 0,000 Unused ,r 0.000 0.000 0. 0.000 1 1 0.000 0.000 0.000 < Return To Power Supply Confiq Edit Device Database I Totals 0.000 0.872 Ckt. Number 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Am Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 'r 0.000 0.000 0.000 0.000 Unused w 0.000 0.000 0.000 0.000 unused ,r 0.000 0.000 0.000 0,000 1 1 0.000 0.000 < Return To Power Supply Confio Edit Device Database 1 Totals 0.000 1.290 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 'r 0.000 0.000 0.000 0.000 Unused w 0.000 0.000 0.000 0.000 Unused w 0.000 0.000 0.000 0.000 1 1 0 000 0.000 < Return To Power Supplv Conlio Edit Device Database 1 Totals 0.000 1.188 Ckt. Number 4 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 4 Max Circuit Current: 3 Amps Current Draw Each Current Draw Total Qty DeVce Standby Alarm Standby Alarm Unused 'r 0.000 0.000 0.000 0.000 Unused `r 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 1 0.000 0.000 < Return To Power Supply Config Edit DeVce Database I Totals 0.000 0.594 AC EPTE Without Comments As Noted In Red Per The Attached Lettet These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is tubjE.,:ct to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for thE; adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void thi€ 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. 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. Please call: 575-4407, - and give this job 4nd •Fxact address for shut. F 1 L AID AUG 3 0 2007/0.1-1 Tukvvila Fire 105 - PARCEL# 2623049081 REVISIONS NO. DATE BY REASON FOR REVISION FIRE ALARM WIRE LENGEND DESIG. DESCRIPTION A 16/2 FPLP INMATING CIRCUIT WIRING 14/2 FPLP INDICATING CIRCUIT WIRING 1R/4 FRI_P ANNUNCIATOR CIRCUIT WIRING 14/2 FPLP DUCT if ETECTOR OH DOOR HOLDER POWER WIRING AWG -16 II-tW FOR DIRECT BUY/WET LOCATION FIRE ALARM LENGEND SYMBOLS DESCRIPTION PART # MANUFACTOR SYMBOLS DESCRIPTION PART # MAN U FACTO R SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR FIRE ALARM CONTROL PANEL 0 CEILING MOUNTED STROBE 194" RATE OF RISE HEAT DETECTOR FIRE SIGNAL EXPANDER CHIME 135' RATE OF RISE HEAT DETECTOR ANNUNICIATOR SPEAKER 194" FIXED TEMP HEAT DETECTOR TRANSMITTER 0 JUNCTION BOX (0-> LINE TYPE HEAT DETECTOR HORN I OH I DOOR HOLDER WE WATERFLOW SWITCH MINI -HORN DOOR STRIKE PRESSURE SWITCH BELL MANUAL PULL STATION SYSTEM SENSOR TAMPER SWITCH BELL -STROBE SMOKE DETECTOR ABOVE CEILING JUNCTION BOX ALONGSIDE DEVICE STROBE SR SYSTEM SENSOR SMOKE DETECTOR MONITOR MODULE HORN -STROBE 2 PC2R SYSTEM SENSOR SMOTKE DETECTOR BELOW FLOOR ADDRESSABLE RELAY CEILING MOUNTED HORN -STROBE 135' FIXED TEMP HEAT DETECTOR CONTRACT WITH WIG PROPERTIES, LLC. 4811 134TH PL. SE. BELLEVUE, WA 98006 PROJECT MANAGER : MIKE WEFLEN PHONE : (509) 953-2631 SUPERINTENDENT : PHONE : CERTIFICATE OF COMPETANCY STAMP 5 flr srm SMITH FIR1E10S6Y5S4TtEhMASVMEANAGSTEMENT, LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 FITNESS OUTLET AT S. CENTER 17100 SOUTHCENTER PKWY #100 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/27/07 1 OF 2 LENS FINISHED FLOOR M\ z SIDEWALL r 1 OPERATABLE AREA FINISHED FLOOR —� SIDEWALL SPACING DETAILS N.T.S. 0'-4" ACCEPTABLE HERE NEVER HERE TOP OF DETECTOR ACCEPTABLE HERE NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. SIDEWALL TO: NEAREST SLC DEVICE FROM: FSE -1 CIRCUIT 2 N FIRE ALARM PLAN 0 B 16 SCALE 1/8"=1'-0" FLAG NOTES: EXISTING DEVICE NEW DEVICE SCOPE OF WORK: 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION AND ONE PULL STATION 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. SITE PLAN N.T.S. PARCEL# 2623049081 REV BY NO. DATE ISIONS REASON FOR REVISION FIRE ALARM WIRE LENGEND DESIG. DESCRIPTION A 16/2 FPLP INITIATING CIRCUIT WIRING 14/2 FPLP INDICATING CIRCUIT WIRING 16/4 FP: P ANNUNCIATOR CIRCUIT WIRING D 14/2 FPLP DUCT D _TECTOR OR DOOR HOLDER POWER WIRING AWG 16-1 i IHW FOR DIRECT BUY/WET LOCATION FIRE ALARM LENGEND SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR SYMBOLS DESCRIPTION QTY. PART # MANUFACTOR FACP I FIRE ALARM CONTROL PANEL 0 CEILING MOUNTED STROBE 9tif 1 a 194` RATE OF RISE HEAT DETECTOR I FSE I TRANI cJ FIRE SIGNAL EXPANDER ANN UN ICIATOR TRANSMITTER HORN MINI -HORN 0 0 DH) I OS CHIME SPEAKER JUNCTION BOX DOOR HOLDER DOOR STRIKE 135° RATE OF RISE HEAT DETECTOR 154" FIXED TEMP HEAT DETECTOR LINE TYPE HEAT DETECTOR WATERFLOW SWITCH PRESSURE SWITCH BELL MANUAL PULL STATION IDP -PULL SYSTEM SENSOR TAMPER SWITCH BELL -STROBE SMOKE DETECTOR ABOVE CEILING J© JUNCTION BOX ALONGSIDE DEVICE STROBE II HORN -STROBE 2 SR PC2R SYSTEM SENSOR CV SMOKE DETECTOR MONITOR MODULE SYSTEM SENSOR SMOTKE DETECTOR BELOW FLOOR ADDRESSABLE RELAY 0 CEILING MOUNTED HORN -STROBE 135° FIXED TEMP HEAT DEFECTOR CONTRACT WITH WIG PROPERTIES, LLC. 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 /2=7 5 Asrm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 FITNESS OUTLET AT S. CENTER 17100 SOUTHCENTER PKWY, #100 TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. L. PARKS 8/27/07 2 OF 2 FA7133 r AIR DIFFUSER 0'-4" MIN. CEILING L SMOKE DETECTOR 3'-0" MIN. ACCEPTED HERE NEVER HERE WALL MOUNTED SMOKE OR HEAT DETECTOR NOTE: MEASUREMENTS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR. ri 5'-0" MAX. FINISHED FLOOR SPACING DETAIL'S EXISTING RISER CEILING 2 0) FINISHED FLOOR �\ z co LENS rl REMOTE ANNUNCIATOR TO CENTRAL STATION MODE.. FIA.10.,y7 FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC s (DEDICATED CKT.) �% 1:3 l t FTrenhyt F:T P-1 00 DUAL DIALER i(�4' YNISHT SLC NAC -1 #16/2 Q a m© m m® m m® a a a a a a a UUDICIUDOCIUMICICIEUEI a o a © © © © © © © o © © © a EICIOOLIMEICICI r 110cd NAC -2 .202ma 30cd NAC -3 BELL EOL .031 ma 15cd .094ma 15cd .066ma NAC -4 NAC -5 BATTERY 12V-12AH BATTERY 12V 12Ai 14/2 15cd .066ma 30cd .066ma 75cd .107ma FIRE ALARM SIGNAL EXPANDER #1 120 VAC r (DEDICATED CKT.) SILENT rr:-SETT MODEL 54>n NAC -1 .158ma 75cd 30cd 30cd [MUA1 AC -2 .094maEOL .107ma M DD M DO 0 .176ma 115cd NAC -2 115cd .218ma 115cd NAC -3 .218ma 115cd .218ma 185cd NAC -4 BATTERY 12V•751 -I BATTERY 12V-7AH FIRE ALARM SIGNAL EXPANDER #2 120 VAC r (DEDICATED CKT.) 7 MODEL 54 NAC -1 #14/2 115cd 20 115cd .218ma 185cd .297ma 185cd 0 .297ma NAC -2 75cd .297ma 185cd EOL .297ma 30cd 15cd 115cd EOL .218ma 115cd .218ma .218ma 185cd 185cd 0 0 EOL .297ma .297ma 75cd 15cd 75cd .176ma 75cd M DD AC -1 15cd .066ma 115cd 4C) 15cd .176mA .094mA .066mA .176mA .066mA .176mA .218mA .079mA 75cd ,176ma EOL M DD AC -3 EOL 110cd 110cd 185cd 185cd NAC -3 .212ma .212ma .297ma .297ma 30cd 15cd 15cd 110cd 30cd EOL .066mA .066mA .212ma .107ma Ea -E .107mA NAC -4 BATTERY BATTERY 12V-7AH 125-7Ali FIRE ALARM SIGNAL EXPANDER #3 120 VAC 5 (DEDICATED CKT.) A.1I' N U�V MODEL 5455 NAC -1 #14/2 NAC -2 I NAC -3 30cd 30cd 15cd 15cd 95cd 95cd © E ®"0 EOL .107ma .094mA .066mA .066mA .194ma .194ma 15cd 15cd 30cd 110cd g 0 0 EOL .066mA .066mA .107ma .212ma NAC -4 BATTERY 125.7AH BATTERY 125-7AH #14/2 1 L J FIRE ALARM RISER M DD AC -4 El SILENT KNICII'I 499 Power Expander Calculations gure 5499(s) SITE PLAN N.T.S. FIRE ALARM WIRE LEGEND DESIG. DESCRIPTION A 16/2 FPLR INITIATING CIRCUIT WIRING B 14/2 FPLR NOTIFICATION CIRCUIT WIRING C FIRE ALARM LEGEND SYMBOLS DESCRIPTION QTY PART MANUFACTURE MOUNTING FIRE SIGNAL EXPANDER E IFP -100 FARENHYT I FSE I STROBE 2 SR SYSTEM SENSOR BBS -2 z( IEJ HORN -STROBE 1 P2R SYSTEM SENSOR BBSC-2 0 CEILING MOUNTED HORN -STROBE 4/2 PC2R/PC2RH SYSTEM SENSOR BBSC-2 MANUAL PULL STATION 1 IDP -PULL FARENHYT F © SMOKE DETECTOR E IDP -PHOTO FARENHYT MONITOR MODULE 5 IDP -MOD FARENHYT Ni DUCT DETECTOR 5 BY OTHERS DD Global Project Values: -; Project Name: Project ID: Prepared By: Date: FIRE ALARM LEGEND IHOP TUKWILA FA8098 SCOTT JERKE 7/24/2008 ndby Hours: Alarm Mins: ting Factor: e Drop Warning reshold °I%, 24 5 1.2 10 5499 (1) Panel ID: Location: Ckt.# 5499(1) CORRIDOR 4 'Aux, 499 rcuit 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 Knight;. Volts: 24 UDC Curren Standby 0.000 0.000 0.000 0.000 0.000 Database x Circuit Current:. 3 Amps Panel Current: 9 Amps Draw WireSolid AWG °h22111:55822 hms Per Alarm & Type Ft. 1.051 #14 ; 1000 + "'.. ; 2.52:'-''; 1.576 #14 Solid 2 0.000 #14 Solid 2.5252 0.000 #14 Solid i'. ` 2.522 0.000 #14 Solid 2,5 g;075',- 0.205 2.627 Length(ft) Actual One -Way Ohms 164 245 1,23 0,00 0,00 0,00 Amps):Total Output Power Requ Volts @; EOL -19.53 18,45 20.40 20.40 20,40 iced %Drop 4.26% 9.54% 0.00% 0.00% 0.00% 7c Current (Amps) 0 075 2.832 Total Alarm Current (Amps) ndbyiTime In Hours 0:083'. Alarm Time in) nut: i4 (5 Total dby AH Required 1.800: 0,236 Total Alarm All Required Total Combined AH Required Multiply By e Derating Factor Minimum Battery AmpHours Required 2.04 1.20 2.44 A.Top` A Wre resNtancs are based upon an ambient terrperature of 72 degrees F. Because of the minimal difference between sold and stranded wire no differential was made. uit Configuration Print Circuits, Detail Project Information Project Name: HOP TUKWILA Prepared By: SCOTTJERKE Project ID: FA8098 Date: 7/24/2008 Ckt, Number: Ckt. Name: Qty; ) Circuit 1 vice;; Panel ID: 5499(1) Max Circuit Current: 3 Amps Current' Draw Each • Current Draw Total Standby Alarm Standby Alarm 2 SR/15 R 0,01 • 0,066 000 0.132 SR/30 0.094 0.000 0.094 P2R/15 0.000 0.079', 0.006 0.079 3 P211/75 0.000 0. 0.000 0.528 PC2R/115 0.000 0.218 0.000. 0.218 < Return To Power Supply Config Edit Deuce Database" Totals 0.000 1.051 Ckt. Number: 2" Ckt Name: 5499(1);Circuit 2 NICe Panel ID: 5499(1) Max Circuit Current: "3 Amps Current Draw Each , . Current Draw -Total Standby! Alarm Standby Alarm 2 SR/1s 0.000 6 0.000 0.132 P2R/30 r. 0.000. 0.107 0:000 0,107 PC2R/30 0.000 107 0.000 0.107 •l 3 PC2R/110 0,212 . 0.000 = 0,636 2 PC2RH/185 I 0.000 0.297 0.000 0.594 <Return To Power Supply Config Edit Deuce Database FIRE ALARM CALC Totals 0.000 1.576, 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 31/2 FT. AND NOT MORE THAN 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 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 "" '' '..W _• FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIED TO GROUND ONLY AT THE FACP. I 103 1 185cd i DINING #2 l 104 I 0 AC -1 185cd WOMENS L► 1 114 I MENS 15cd 30cd HALL AC -2 STORAGE 1_ M DD AC -3 DISH AREA 1 107 1 Q-A 0-B COOLER -=\tr. STORAGE M DD AC -4 FSE -2 PREP CKT-2 EOL DELIVERY FLAG NOTES: E::>. EXISTING DEVICE 1::>. RELOCATED DEVICE n CE 0 w tY DESCRIPTION W Without Comments As Noted In Red Per The Attached Letter I!nese plans have been reviewed by The Tukwila Prevention Bureau for conformance with current c standards. Acceptance is aubiect to errors aid omissions which do not authorize violations of ad( 'stenuaras and ordinances. The responsibility for adequacy of design rests totally with the desilger i Additions, deletions or revisions to these drawijiguttur< this date will void this acceptance and will reglitire 1" resubmittal of revised drawings for subsequer& Final acceptance is subject to field test and impala A i eThe Tukwila Fire Prevention Buret U ti -4j Date: .- By, , D FittiPli PROJECT MANAGER : SHANNON COLEMAN (09 co 63 63 a. Please call: 575.4407, and give this job and exact address for shut. iown or restoration approval, ID JUL 2 5 2008 Tukwila Fire LU LU CD LU LLJ CC cv Ln -J CO cc ce FAX: ( 253) 926 - 235 Bus: ( 253) 926 -1880 CO Hu jz 08 Lu co 0 DESIGNER: SCOTT JERKE DATE: 7/24/08 AHJ TUKWILA JOB # FA8098 a3 -s- 363 /Z 3c /0z) 17-0' AF.F. 7JI / 17'-0' A,F.F. 1.5 , I '1' 17-0' AFF. W JTINe 12'-0" A.F.F. I 1.5 P^ es" RECE •TION 12'-0 AF.F. 1„1-.6" PIPE / FITTING LEGEND -�a M NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE RELOCATED SPRINKLER PIPE ► NEW 1" PLUG S NEW STRAP TEE EX. BRANCHUNE s J 5 / 1.5 le 1.5 a FRODUCT 12'0' AF.F._ 1.5 x 7- 1/5 "V / / /1 W MENS 1.5 22 GA SHEET METAL ROOF ON 26" BARJOISTS@ 6'-0" OC 12,0' AF. 102 j 2- \ 1.5 5-7 fQ/ 104 j 12'-O'AF.F. `T_ 12'-0" • F.F. 106 j .r» MENS 12'-0' AF.F. 7-0" AF.F.1 01 12' 0' AF.F. I 1.5 103 ' I=� 17-0' AF.F //7.7/-' /L /// /77 /.'N.. .F. 1.5 WALL LEGEND EX. CEILING BUILDING SECTION NTS EXISTING WALL NEW WALL TO CEILING FLEX LEGEND B 107 9 P .5 -HALL a 17-0' AF.F. '17.0" AF.F)N-BODY' Y_................._.......1......._.._...n...._..._...._............. jj! -------------- 5.. 110 SLI ///,, ////, /// 2'=O'AF.F. 17'-0" AF,F. /// SPRINKLER PLAN n..__..._._._..__....._ ............... D 0 4 5 SCALE 1/4"=1'-0' FITTER/LISTER NOTES 1.5" 1.5 1. ALL FLEX DROPS ARE TO BE INSTALLED PER DETAIL A/1 U.N.O. 2. ALL FLEX DROP LENGTHS ARE TO BE A=48" U.N.O. 3. ALL HANGERS ARE TO BE TYPE "TB" U.N.O. 4. SEND 20'-0" OF BULK OF 3/8" ATR U.N.O. 5. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 6. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. MAKE TYPE LEN NIPPLE BRKT SCRW LINTY EASY FM -BRAID 48" 1/2" ACT NA 13 SW MANUFACTURER EXISTING TOP CHORD OF BAR JOIST 12' RETAINER STRAP ::.-...... B AFCON 100 3/8' BEAM CLAMP -- 3/8' ATR HANGER RING I. HANGER TB EXISTING - BRANCHUNE SPRINKLER LEGEND S.I.N. TYPE MODEL „„¢ "g ,,,,,o /EXISTING NIPPLE 1" ELBOW EX BRANCHUNE NEW STRAP TEE -r- EXISTING BRAIDED (EASYFLEX) FLEX DROP (LENGTH PER PLAN) NEW SSP Y DETAIL A/1 CEILING ABBREVIATIONS 1(7-0) U.N.O .-- NEW 90ELL -- NEW PER PLAN 1(7-0) U.N.O. BRAIDED (EASYFLEX) FLEX DROP (LENGTH PER PLAN) CEIUNG DETAIL B/1 Comments Letter l'hese pians hav : b {.. ; !V r-'.;'eci l,t./ `1"hf-: Fire 5,51'm current City ..-!...:1153'sand , ( 11.."iris of adopted Sii:i LyF for the „ . _. s'i.jner, drawings after ifiire a r awing!'i fo; :uu5�:.,4uE nt approval. :a1'dori aur ,Sions whic, .1LJ 7Y�I�i ani) / :lqu rs y:,t4tionT, J � f T -.Os date 1/}(,l \ is { i �submfttth 0 r1 !I.:, c -anal acceptance is subject to field test and inspection by The Tukw1iz Fire Prevention Bureau. I Date: /)--/ RECESSED SSP EXISTING BRANCHUNE NEW 7'-0" W/ WELL NEW FM BRAIDED EASY FLEX LENGTH PER PLAN CEILING DETAIL C/1 RECESSED SSP / METAL DECK t3/8 SAMMYXP20 EXPRESS SCREW ' ATR J ANGER RING HANGER XP SYMBOL LEGEND IUKWILA FIRE DEPARTMENT PleaSe calf 206-575-4407 and give this Fire PKnit No. �,LI '1-S-303 - a_. _... €d exact address for shut- down hutdown or restoration approv4. N AREA MAP REVISIONS PLIANTITI EASY EASY FM -BRAID FM -BRAID 60" 1/2" 72' 1/2' ACT ACT NA NA 2 UNCHANGED SSP CHR CHR 5.6K 1/2" 155' N EW BRACKET LEGEND: ACT = STANDARD OGSB BRACKET 0 RELIABLE RA1414 REC SSP F1FR-56 CHR CHR F1 5.6K 1/2' 155° 26 GWB = T -BAR, TBS ENDS, AND SBB CLAMP 4'BAR = T -BAR, TBS ENDS, AND SBB CLAMP TEK = (2) 1/4X1.5" TEK SCREW WDS = (2) #10x1.5' WOOD SCREW 90'S-1/2' = SHORT 60" NIPPLE 3' LONG 90°T-1/2' = TALL 90° NIPPLE 525' LONG TOTAL NEW 26 AFP BOB BOD BOJ BOP BOT OTB FO IFOW OFOW NAS U. ABOVE FINISHED FLOOR BOTTOM OF BEA" BOTTOM OF DEO{ BOTTOM 01.101ST BOTTOM OF PUFLN BOTTOM OF TRLSS CUT TO BUT FIELD ORDER INSIDE FACE OFWALL OUTSIDE FACE OF WALL NO AUTO. SPRINTERS UNLESS NOTED BDIERWIS0 12 BOD CENTERUNE OF PIPE TO REFERENCED STRUCTURE )N 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 COUPUNG 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 : NTS CONTRACT WITH WIG PROPERTIES LLC 4811 134TH PL SE BELLEVUE, WA PROJECT MANAGER : GREG EDWARDSON PHONE : 253-686-6277 FAX: 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 WOGRT OF 001601 16 HAPAgTM I ...ors 1 40 0,133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAN END, POLISHED 2,05 0.044 1 1,2 FLOW PIPE 0.095 1.710 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT 0.660160) 2,63 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. 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 OFFICES - ORDINARY HAZARD GROUP I NEW DESIGN CRITERIA: OFFICES - ORDINARY HAZARD GROUP I 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, UGI-ITING, AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABIUTY OF THE EXISTING SYSTEM. THERE FORE NO NEW HYDRAULIC CALCULATIONS ARE NECESSARY. MINKLER BOULEVARD SITE PLAN ieo,, Inc, at �� A �FA I se, ion SPT)OY\01 rhroUgh Dec,e CERTIFICATE OF COMPETENCY STAMP NTS N cP ,, 5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. N0. SMITHFS1360T Bus: (253) 926.1880 FAX: (253) 926-2350 z 0 Q MEDIFAST @ SOUTHCENTER SQ. BLDG S, SUITE 100 17250 SOUTHCENTER PARKWAY TUKWILA, WA DESIGNER JEFF S PROJECT MGR LANE L DATE 12/16/13 SHEET 1 OF 1 JOB NO. TI13224 111 6 m 09 Y HANGER LEGEND 41'-9" 1.5' NEW CEILING AT IT0' AF.F. TYP. (4) LOCATIONS. BOD If ® 18-6 AFF •---al 41"2" • 1.5' 0 1.5' 1.5' 11- 15' 1.5' 1.5' r ----!f-:- 1- .5' _Zs j 5 1.5' - al I �I --I N SPRINKLER PLAN ElD 0 4 8 SCALE 1/4'=1'-0" FITTER / LISTER NOTES 1. ALL HANGERS TO BE 6.5CF 2. ALL FLEX DROPS PER DETAIL 50, U.N.O. 3. REMOVE EXISTING HEADS AND REPLACE WITH Yz" PLUGS. (24 TOTAL) SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND CEILING FLANGE, SEE DETAIL THIS SWEET SYM MANUFACTURER NEW HEADS S.I.N. TYPE MODEL i.'B ,.,� .¢ sff w RELIABLE R3615 REC SSP F1 FR CHROME CHROME 5.6K 1/2 155° EXISTING HEADS UNCHANGED SSU TOTAL THIS SHEET 33 AFF BOB BCD BPI BOP BOT CTS FO IFOW OFOW NAS GNU ABOVE PESHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOST BOTTOM OF (VIN BOTTOM OF MISS CUT TO SUR FELD ORDER INSDE FACE LIF WALL OUTSOE FACE OF WAIL NO AUTO. BI'NINKIERS UNLESS NOTED OTHEISYSE BOD 0 III --ice 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 ®®111111 0 CEPTE Without Comments As Noted In Red 0 Per The Attached Letter These plans have beet► reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is !ubject to errors and omissions 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 wiftvoid thiG.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: AIM s"l l 1.5.. UKWILA FIRE DEPARTMEN1 - - please call: 575.4407 and give this job 07-S- ).1g 1.5' 1.5' REVISIONS REASON FOR REVISION No. and exact address for shot. ,;awn or restoration approval' I GENERAL NOTES 7 /7,75 $c- Pa7 ,r -o) FILE 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 wAi�oHra E"/PPE CAPACAPACITYAD INGALas 1 40 0133 1.049 THREADED, CUT GROOVED, ROLL GROOVED, PLAIN ENO, POLISHED 2.053 0.044 1 1/4 SUPER -PLO 0,059 1.542 ROLL GROOVED, POLISHED, PLAIN END (FOR BUR WELDING) 1.817 0.097 1 12 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 SUIT WELDING) 3.456 0.202 212 SUPER-FLO 0.074 2.727 ROLL GROOVED, PLAIN END (FOR SUR WSL ING) 4.734 0.303 3 SUPER-FLO 0.074 3.352 ROLL GROOVED, PLAIN END (FOR SUR WELDING) 6.528 0.458 4 SUPER -F10 0.074 4.352 ROLL GROOVED, PLAIN END (FOR BUG -WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN ENO (FOR BUR WELDING) 17.300 1.144 6 0.134 6.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 6 .. 0.188 8.249 ROLL GROOVED, PLAIN END (FOR DIRT 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 1058 SQ. FT. (AREA REDUCTION TO 1058 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 FITTING LEGEND S A NEW STRAP TEE - EXISTING - EE -.EXISTING- BRANCHUNE 1(0-3), U.N.O. 1' ELBOW 1X11-0 TOE, U.N.O. 1' ELBOW / 48' STANDARD FLEX DROP DETAIL '50' FLEX DROP DETAIL 1.5" X 111 STRAP TEE 1/211 PLUG CONTRACT WITH 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 : 22 GA METAL DECK (4) #10 SHEET-/ g AFCON FIG. 610 METAL SCREW 3/8" CEILING PLATE 3/6' ATR b HANGER RING HANGER DETAIL 'CF' 50% REDUCED PRINTS PAID SEP 1 8 2007 Tukwila Fir* avr, FITNESS OUTLET Ti AREA OF WORK /// r - RISER LOCATION KEY PLAN SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: ( 253 ) 926-1680 FAX: (253) 928-2350 FITNESS OUTLET TI @ SOUTHCENTER SQUARE BLDG. S 17250 #100 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. JUSTIN I. 9/12/07 1 OF 1 TI7190 SCONE OF W0. 1. THE SCOPE OF THIS PROJECT IS TO AD N❑TIFICATI❑N DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GE\EAL \OTFS: 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 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 MONITORED 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❑CATIONS 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 INVOICED 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 ❑PERATI❑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 -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 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. FA14002 SOUTHCENTER SQUARE BLDG S MEDIFAST SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: EXISTING CKT 600 0.873 1.320 22.680 FSE 2 EXISTING CKT Device Type Quantity Amps Total Amps Total MEDIFAST 600 0.410 0.620 23.380 FSE 4 EXISTING CKT Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.87300 0.8730 ❑`- NAC 2 1 0.00000 0.0000 1.22400 1.2240 14 AWG THWN NAC 3 1 0.00000 0.0000 0.41000 0.4100 0' NAC 4 1 0.00000 0.0000 0.29400 0.2940 Total Panel Loads: 0.075 Amps 3.006 Amps i Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 3.006 Amps For 5 Minutes= 0.253 Amp -hours 20% Derating= 2.463 Amp -hours Total System Current Load: 2.463 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Voltage Drop Chart FA14002 SOUTHCENTER SQUARE BLDG S MEDIFAST Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 EXISTING CKT 600 0.873 1.320 22.680 FSE 2 EXISTING CKT 600 1.224 1.851 22.149 FSE 3 MEDIFAST 600 0.410 0.620 23.380 FSE 4 EXISTING CKT 600 0.294 0.445 23.555 ALC�,LATIf\S 1'-O' MAX z I l 0'-4" MIN. AIR DIFFUSER ACCEPTED HERE NEVER HERE N 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 OF THE DETECTOR. S D 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 PULL STATION: THE OPERABLE PART SHALL BE NOT BE LESS THAN 3'-6" & NOT MORE THAN THAN 4 -6" ABOVE FINISHED FLOOR, 5'-0" MAX. A:I FIRE ALAR z i FINISHED c� FLOOR -� FT/1ILS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 CONVENTI❑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 N❑TIFICATI❑N FPLR 0' F 12/2 N❑TIFICATI❑N FPLP 0' G 14/2 NOTIFICATION FPLR 0' H 14/2 NOTIFICATION FPLP 0' 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' ❑`- - 18/6 REMOTE TEST SWITCH 0' P 16 AWG TFFN 0' Q 14 AWG THWN 0' R 14/4 NOTIFICATI❑N FPLP 250' S SPARE 0' PLA( \ nT 75cd WAITING a 1 loo 1 X RECEPTI❑N EXISTING DEVICE ADDED DEVICE i- MOVED DEVICE 115 LENS r1 SITE PLA N.T.S. DEVICE LEGEND SYMBOL DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FACP i FIRE ALARM CONTROL PANEL E IFP -1000 SILENT KNIGHT SELF CONTAINED CABINET FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE j %i WALL STROBE 1 SR SYSTEM SENSOR DEEP 1G CUT IN BOX >0 WALL HORN -STROBE E P2R SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING HORN -STROBE 2 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING 0 JUNCTION BOX E ---- BY OTHERS ---- R OFFICE 1 102 1 EXISTING NAC -1 2-1 2-2 2-3 75cd 15cd H-12)> .176mA I FS 0 .066mA EXISTING NAC -3 H EXISTING NAC -4 PRODUCT RM 11141 OFFICE 1 104 i OFFICE OFFICE 1103 75cd .176mA -R NEW DEVICE 2-4 110cd 2-5 15cd FCT .212rnA 1 .066mA L 1 RISFR �IAG�R NEW DEVICE 2-6 75cd NEW DEVICE 2-7 2-8 75cd 75cd •176rnA L V .176mA .176mA L 2-8 EDLd OFFICE 11061 2-6 75cd V 75cd WOMENS 1 113 2-5 15cd R H 2-2 15cd MENS 1112 1 OFFICE 1 108 1 of -A, OFFICE I 105 1 FIRE ALAS 0 8 V DLA\ 16 SCALE 1/8"=1'-0" OFFICE 1 107 1 OFFICE OFFICE 11091 a 2-1 75cd EOL .PTSD OWithout Comments As Noted in Red 0 Per The Attached Letter These plans. have been reviewed by The Tukwila Fire 'p',eftion Bureau for conformance with current City Indards. Acceptance is subject to errors and nisslons which do not authorize violations of adopted- :andards and ordinances. The responsibility for the 3Jequacy of design w:;ias totally with the designer. Additions, deietlohs or revisions to these drawings after FIs date will. void this:- :acceptance and will require a esubmIttai of revised drawings for subsequent approval. ,alCceptance is sub(t to held test. and inspection by lr , ukwlIa Fire Prevention i "MANILA FIRE DEPARTMENT rase call 206-575-1,117 arid give Ws Fire Permit i\. ILl-r-oo3 'xilc't address f r :�• of t - down or restoalio Kovol. A completed, signed,:Tulcw 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 Ln a Re -Inspection Fee and non of the - SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL. RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946L0 REVISIONS, CONTRACT WITH] WIG PROPERTIES 4811 134TH PL SE BELLEVUE, WA 98006 GREG EDWARDS❑N (253) 686-6277 PROJECT1 SDUTHCE\TER SQUARE BLDG S NEDIEAST 17250 SOUTHCENTER PKWY BLDG S, SUITE 100 TUKWILA, WA 98188 PARCEL# 7888920020 �DESIGNERr SCOTT JERKE DATE 1/8/14 AHJ: TUKWILA JOB #1 FA14002 i FA 1 OF 1 ID JA 092013 TUK ILA IRE' SOUTHCENTER SQUARE BUILDING S CONSTRUCTION: V -B OCCUPANCY: M TOTAL AREA: 46,631 SO. FT. ELEVATION: 25'-6 SFS START POINT Q6' SUPPLY FLANGE 11-30 RIGID INSULATION ON 22 GA SHEET METAL ROOF DECK ON 26' BAR JOISTS @ 6-0' o/c SITE PLAN 0 15 30 45 60 75 SCALE 1' = 30 (IDN 1/4 12 r -- ,(\u, ,t1?' GIRDER TRUSSES 'SrLey 1CC "tl‘A atiir 7 1 BUILDING SECTION LOOKING WEST r SITE PLAN SYMBOLS 4 V 'N*I = EXISTING UNDERGROUND .. NEW UNDERGROUND PROPERTY UNE STREET CENTERUNE NEW RRE HYDRANT NEW TWO WAY RRE DEPARTMENT CONNECTION NEW VALVE W/ ROADWAY BOX NEW YARD POST INDICATOR VALVE WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATA SUPPUED BY ELEV. OF FLOW TEST: 150 PSI 122 PSI 2,848 GPM SOUTHCENTER BLVD AND MINKER CITY OF TUKWILLA 26-0' (SAME AS SITE) CCEPTE p 0 Without Cornmente 0 As Noted In Red rEi 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 vio etions of adopted stanaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to those drawings atter this date will void thiel, acceptance andwill require a resubmittal of revised drawings for scL)sequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire\Prevention Bureau. A' Date: -3 --T-0 7 By: 311 ia'iorestauwr °ns' dam-: 23-1AFF �J0 e-- NON-COMBUSTIBLE EXTERIOR CANOPY -NAS 0-0 AFF 1 JI WILA FIRE DEPARTMENT, T Please call: 575.440 7, and give this job No. 0 7-- S'O 1 alld exactOddresS for shUti 4 down or restoration actorovall 2'-6' 1^ c1i4.Clll, / 4 f . G(FgvgnK «011.krI ft.' G4: T4 F 0 ;E SPS FLANGE LOCATION PLAN 3 SYSTEM 1-��� RED(4) RED ▪ -1 -,SFS -START PO NT - @6' FLANGE RED ()I iN 2 4 SCALE 12'=1'-0" SYSTEM 2 0 I ©- AC o -s= HCl -El 6 6 -M.0 10 3-0 I O II 1.5' PIPE ST.ANL7 20-0 WELD FLANGE RY z eroviott.. et 1%1"L4. `!y"rcl;.1 vglvt .D N wv4- sY. RISER DETAIL LOOKING WEST 0 2 SCALE 12'=1'4T NOTES: 1. MAINTAIN 2" ANNULAR SPACE AROUND ALL PIPING /.• PASSING THRU CONCRETE FLOORS. 2. PIPE MAIN DRAIN TO SAFE DISCHARGE OUTSIDE. / /tf RISER EQUIPMENT pe,.Zr, D'IVo REM QTY. SIZE DESCRIPTION 1 4" BUTTERFLY VALVE MANUFACTURER KENNEDY MODEL # 01G ❑2 1 4" WATERFLOW INDICATOR POTTER ELECTRIC VSR-F 3l 1 PRESSURE GAUGE ® 1 1" INSPECTORS TEST AGF Q5 2" VIC QUICK DRY VALVE VICTAUUC © 1 90 GAL AIR COMPRESSOR GAST ❑7 1 12 HEAD SPARE HEAD CABINET SPARE SPRINKLERS MANUFACTURER TYPE MODEL ,"„>, END PREP TYPES ALLOWED NOOK DFLLGA ATEA/cce ,;,,""„°" N~"„ RELIABLE SSU F1FR BRZ 1/2 1/2 155 12 0.140 1.380 ROLL GROOVED, POLISHED, PLAIN END (FOR BUTT WELDING) 1.817 0.097 1 12 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 0.083 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 BUTT WELDING) 6.526 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 SPARE WRENCHES MANUFACTURER MODEL ROLL GROOVED, PLAIN END (FOR BUTT WELDING) QUANTITY RELIABLE D 10 1 8.249 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 40.080 2.78 1011T 756 1 LAA-46S-M10OGX 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 NOOK DFLLGA ATEA/cce ONS BI GALLONS 1 40 0.133 1.049 11 -BEADED, CUT 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 12 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 0.083 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 BUTT WELDING) 6.526 0.458 4 EDDY FLOW 0.101 4.316 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 9.927 0.773 5 10 0.134 5.295 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 17.300 1.144 8 10 0.134 8.357 ROLL GROOVED, PLAIN END (FOR BUTT WELDING) 23.030 1.649 8 ' 10 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 PROVIDE (1) WET PIPE AUTOMATIC FIRE SPRINKLER SYSTEM TO PROTECT THE HEATED AREAS OF THE SHELL RETAIL SPACE. SFS WILL ALSO PROVIDE (1) DRY SYSTEM TO PROTECT THE THREE STORY TOWER ON THE NORTH SIDE OF THE BUILDING. ALL WORK TO BE PER NFPA 13 (2007) AND THE CITY OF TUKWILA. SFS WILL START DOWNSTREAM OF A 6" FLANGE, LOCATED INSIDE THE RISER ROOM, BY OTHERS. FO L h S c -i-t ed( s s; do o4 D p tVi et Lvd b-'4arC. riser 0044 roi V4ivleS CLARIFICATIONS -- ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED ATA MINIMUM 40° F. BY OTHERS, TO PREVENT FREEZING. EXCLUSIONS -- ELECTRICAL WIRING OF ANY KIND. - ALL UNDERGROUND WORK. -- PAINTING OR LABELING OF PIPE. - A.S. UNDER NON COMBUSTIBLE EXTERIOR CANOPIES. DESIGN CRITERIA PER NFPA 13 (2007), & TUKWILA RETAIL: TOWER: ORDINARY HAZARD II DENSITY: 0.20 GPM/SQ. FT. OVER 1500 SQ. FT. -4W HAZARD PIPE SCHEDULE rcll41.1l WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS RETAIL 46,631 419 TOTAL: 46,631 419 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .49. GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 384.46 GPM AT 94.60 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 634.46 GPM AT 99.00 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) 00 F- z EA a LU U CD L!J CC O CD 0 U b7c4I L,ei air a N.c.c . sr&cc' q►vd . (rue. ossirvci6m.,oar d^►q, 9 -Pi. w; . ■ y t°a c'12,PAID r.a iK)I MAR "- 2 2007 Tukwila ire SITE PLAN I:I HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS SYM MANUFACTURER S.I.N. TYPE MODEL M ,„e, TOTAL THIS SHEET' AFF BOB BDD ea SOP BOT CTS FD IFMA, OFOW HAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF RIIN BOTTOM OF TRUSS CUT TO SUR FELD ENDER INSIDE FACE OF WALL OUTSCE FACE OF WALL NO AUTO. EPTUNKIHW UNLESS NOTED DRERWSE BOO -f- - 0 -IN- -If- 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: FAX: CERTIFICATE OF COMPETENCY STAMP KEY PLAN 5F5 SMITH FIRE SYSTEMS, INC. 1106 54111 AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMIIHFS136OT Bus: ( 253) 926-1680 FAX: ( 253) 926- 2350 SOUTHCENTER SQUARE BUILDING'S' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. J. DELVO 2/12/07 1 OF 3 TC6226 TOP BEAM CLAMP HANGER LEGEND 41'-9' 41'-7 23'-3' 41'-2' 0 41'-2 41,7 IL 0-7 1.5 1.5 1.5 1.5 4.8 8-10 810 1-11 611 .5 1.5� •1.5 15 II 1.50 1.5 /02493/20 01 ICIII/0 1.5 0/ 1.5 5-11 3-4 2 0 3-6 8-4 2 8- 3-2 8-10 9-0 510 3-3 5-1 7-9 41'-2 12-5" 41'-2 5'-11' 17-10' O 01.5 II /1.5 0 1.5 3-3 5-9 9.0 1.5 ' 1.5 /0 8-6 7-3 III.5 0/ 1.7 6- 1 11 ICI 0 1-11 ^, 91 ti"0 810 1-11 611 8-10 8-3 8-10 810 5-9 15 i.5 1.5 1.5 8;10 3-3 5-1 7-9 1.5 1.5 7-3 1-7 6-11 1-11 a/ 1.5 �0 1.6 154 8-10 '6153 8.10 0/1.6 11'. 01.5 I-7'6;1.5 6-6 2-- 4-2 1.6 1.5 .5 8-3 1.5 810 0/ 8-10 1.5 5-9 II 1.50 1.5 % 0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1,5 1.5 1.5 1 3-1 8-10 I 810 0 3 3 I 51 0 7-9 0 7-9 0/ 3-5 II 51, 0 3-411 2 0 13-6 0I 8-4 102 5 1.5 1.5 IC • 9 3-2 8-10 1.5 1.6 1.5 1.5 1.5 1.5 1.5 I 1.5 11.5 1.5 1.5 8-10 6-6 2.4 4-8 810 1.5 1.5 1.5 1.5 a 1.5' 0-7 1.5 1.5 • 5-8 7-3 1-7 5-11 ,,, 1-11 5.10 8-10 I 3-2 1.5 1.5 1.5 1 8-10 111 6-11 1.5 0-7 1.5 810 3 3 5.1' 3-4 2 0 3- 8-10 810 31 5-9 1-11 8-10 8-10 I 3.2 1.5 1.5 1.5 1.5 810 1-11 6-11 8-10 8-10 6-9 31 8-10 1.5 1.5 1.5 1.5 810 3-3 5-1 7-9 8-10 31 6-9 810 8-10 4-5 2-6 111 1.5 1.5 1.5 1.5 8-10 8-10 1-11 6-11 810 8-3 810 510 5-9 3-1 8-10 810 / 0 1.5 / 1.5 0II 8-10 3-1 tS1.5 1.5 1.5 1.5 / 0 0/ 11 1 I 0 8-10 4-5 2-6 1.11 1.5 I 1.5 1.5 8-10 ' • 8-10 • 16.6 1.5 0.7. 1.5• 1.5 1.5 • 1 5 1.5 1.5 1.5 • • 8 10 3.3 5.1 7.9 1.5 1.5 1.5 • 8-10 3-1 5.9 1.5 0-7 1.5 • • 810 810 8-3 2 Pi 1.5 1.5 • 8 10 8-10 I 18 BOD • 3-2 W I en Z 0 O W oz 0 0 1w Z J 2 1I1.5 ¢Q 1Z6 C II 8.10 5.10 0 3-2 8-10 111 6-11 810 I 8-10 3-1 5-9 8710 • 8.10 1.5 0-7 1.6 8-3 8.10 1.5 S. 6-11 1-11 I 1.5 1.5 1.5 • • 8-10 5-3 2-3 1.5 1.5 1.5 1.5 2 4-8 8-10 810 111 6-11 5 1'5 1.5 8 10 5-1 7-9 1.5 • .5 1.5 7-9 3-5 3-3 r SPRINKLER LEGEND B�1 N SPRINKLER PLAN ICID D B 18 SCALE 1/8•=1'-0' FITTER NOTES 1. ALL MAIN HANGERS TO BE '37T, UNO. 2. ALL BRANCHLINE HANGERS TO BE '61-", UNO. ABBREVIATIONS SYMBOL LEGEND REVISIONS F SYM 0 MANUFACTURER RELIABLE S.I.N. R3615 TYPE SSU MODEL FIFR BRZ 1/2 1/2 165 0280 TOTAL THIS SHEET 280 AFF BOB BOD BOT BOP BOT CIS FO IFOM OF:,/ NAB UNO ABOVE FINISHED FLOOR BOTTOM OF BEAC BOTTOM OF DECK BOTTOM OF JOST BOTTOM OF NEIN BOTTOM OF MUSS COT TO SIR FELD CUtER INSIDE FACE CF WALL OUTSCE FATE OF WALL NO AUTO. S)00500RS UNLESS NOTED OTHERWISE 12 BOD 0 III il- 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 0 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: FAX: < .I WO, riarAV ttAir"1:4AV* CERTIFICATE OF COMPETENCY STAMP RED 1.5 8-10 ELEC 0 Ci) F - z 0 w U W Cr O '0 L / z. 0U BIOTIN ■ BUILDING 'S' - WEST KEY PION 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 026-1880 FAX: ( 253) 826- 2350 SOUTHCENTER SQUARE BUILDING 'S' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO. J. DELVO 2/12/07 2 OF 3 TC6228 Ir 9.,.F -T-1, SEE TOWER PLAN THIS SHEET 2 X 1.5 RC ry, V 3-0 1 v H 1.52-1.511 1.510 15 0 1.5 4- 1.5 /I 1.5 1.1 3-10 3-7 5-2 B-4 8-4 2-2 6-2 8-4' 2.0 2-0 1.5 ch 111.50/611 1.5 0 1/ 0 310 3.7 5.2 8-4 0 1.5 CO 21.5 O 1.51.5 1.5 1.5 MATCHUNE (co 3.10 1.5 3-7 5-2 8-4 1.5 8 4 115 0/ 11 2-2 1.5 1.5 1 0 8.2 1.5 1624-3110/ 1.5 O 1.5 7-6 0-10 B-4 1.51 1.5 1.5 1.5 / 0 I10f 8-4, 7-6 0.10., B-4 1.5 1.5 1.5 1.5 8-4 0 6-8 1-10 5-4 C,3-0 7-6 N /TD T ❑ 1110/ 5i 6 111160 1.5 8-4' 0 1.5/ II 1.5 0I 1.5 /0 1.51 0 1.5 5.8 210 8-4 8-4, 4-6 1.51 1.5 1.5 1.5 1.5 1.5 0 II O/ O / 8-4i 5-8 2-10 8-4 I 8-4 4-8 1.5 0 1: 5 5 1110/ 1.5 0 1.51 0 1.5 II 1.50 1.5 / 0 1.5/ 0 1.5 8-4 6-6 1-10 8-4 8-4 5-6 2-10 ' 8-4 8.4- 4-6 1.5 1.5 1.5 1.5 1.5 8-4 2-2 8-2 8-41 7.8 0-10 8-4 8.4 676 1-10 8-4 I I .5 1.5 1.5 1.5 1.5 1.5 1 1.51 --1.5 1.5 1.5 1.5 1!.5 .5 1.5 5-2 , 8-4 ,8-4 2-2 6-2 , 8-4, 7-6 0-10 8-4 B-4 6-6 -10 8-4 F.F. ELEV. 25.5 3-10 3-7 1.6 2-0 1.5 1.5 1.5 1.5 3- 3-7 5-2 8-4 :1.5 18-4 1.5 1.5 ; 1.5 1.5 1.5 , 1.5 1.5 1,5 2.2 8-2 1.5 2-0 1.5 1.5 1.5 1.5 1.6 1.5 1.5 • 310 3-7 5-2 � CORE 4" HOLE 841 7-8 0-19 8-4 1.5 1.5 1.5 1.5 1.5 1. 1.5 8-41 5-8 2-10 I 8-4 8-4 6,-6 1-10 8-4 I 1.5 1.5 1.5 1.5 1.5 1.551 1.5 1.5 1 1.5 • •, 8-4� 5.6 2-10 0-4 1.5 1.5 1. 8-41 5-6 2-10 1.51 _ 1.5 1.5 .5 8.4 1.5 8-4 1.5 HYDRAULICALLY MOST. DEMANDING. AREA: SYS# 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 384.48 GPM AT 94.60 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) I 4 1.5`--' 1.5 .5 - 1.5 1.5 1.5 II 0/ 0 / 0 11 0/ 3-10 Ic-8.4-:'i, 8.9 31 5-8 8-7 O 1.50 15 3-10 8-4 11 1.5 0/ 15 3-10 8-4 1.5 01.511 1.5 8-9 31 5-B 1.5 0 0 1.5/ O ) 8-3 8-7 1.5 8-3 15/ 01.5 11 1.5 8 9 31 5.8 1.5 4-8 3-10 1.51 1.5 1.5 8-4, 4-6 3-10 1.5 8-41 1.5 1.5 8-4 8-4 2-2 6-2 "-41 7-6 0-10 8-4 8-4 6i6 1-10 8-4 8-4 5-8 2-10 8-4 TOWER PLAN - 1ST FLOOR O 16 SCALE 1/8'=140' N SPRINKLER PLAN ED SCALE 1/8'-1'-0' FITTER NOTES 1. ALL BRANCHLINE HANGERS TO BE'6T', UNO. TOWER PLAN - 2ND FLOOR 8 18 SCALE 1/8'=1'-0" 8-4' I 1.5 1.5 4-6 8-4 ❑-- OI 1.5 r v 0 / OH 8-7 8-3' (( 1.5 1.5 1.5 1.5 1: B'4 0 8-9 0/ 39 II 5-8 0/ 8-7 0 8'3/ op 3-10 8-4 1.5 1.5 1.5 4-6 3-10 8-4 1.5 1.5 1.5 8.9 3-1 5-8 L - TOWER PLAN - 3RD FLOOR SCALE 1/8' -V -IT 1.5 5 8-7 8-3 1.5 1.5 1.5 1.5 3-1 5-8 8-7 1 C) :y 70 O -9 9 1.5 1 9 87 l A, O 1° SCH 40 PIPE 1 (7-0) ANGLE FROM VERTICAL 1' SCH 40 PIPE TOP CHORD OF BAR JOIST 60°- 90° ANGLE FROM VERTICAL ANVIL FIG 92 TOP BEAM CLAMP 3/8 AIR 4'&SMALLER PIPE 1/2 ATR 6' PIPE HANGER RING -.- PIPING PER PLAN TOP CHORD OF BARJOIST HANGER 'T' 12' RETAINER STRAP NTS (2) TOLCO 980 AFCON #810 CEILING PLATE (4) #10 X 3/4' SHEET METAL SCREWS HANGER 'C' RING HANGER 12' X 3 3/4" KWIK BOLT W/ 1/2" NUT & WASHER CONC. TILT UP PANEL WALL (2)TOLCO #1001 FAST CLAMP 40°' MINIMUM 2.5" EMBED. 1(40 PIPE 1(3-O)-0) 4 -WAY BRACING DETAIL 1 NTS TOLCO 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG 980 SWIVEL ATTACHMENT TOLCO FIG. 1001 FAST CLAMP LATERAL BRACING DETAIL '2' NTS 12'X3314' WEDGE ANCHOR W/ 1/2" NUT TOLCO 980 +111 52DEGREES apl i MN. 3.25' EMBED. TOLCO #1001 FAST CLAMP EQ BRACE DETAIL '4' NTS TOLCO 980 PIPE CLAMP 4A 45° - 59° ANGLE FROM VERTICAL 1' SCH 40 PIPE 1 (7-0) TOP CHORD OF BAR JOIST \` N. TOLCO FIG 4 PIPE CLAMP EQ BRACE DETAIL'3' NTS TOLCO 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG 900 SWIVEL ATTACHMENT NTS ANGLE FROM VERTICAL 12'X33/4' KWIK BOLT (MIN. 212' EMBED) 52 DEGR MINIMUM 212' EMBED. TOLCO 980 EQ BRACE DETAIL '5' NTS (V / F - z E 0 W U w Ct 0O 161...111 ■ BUILDING 'S' -EAST HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS TOP BEAM CLAMP SYM 0 • MANUFACTURER RELIABLE RELIABLE S.I.N. R3615 R5714 TYPE MODEL irate `m„p� SSU F1FR BRZ -- DRY SSP F3QR CHROME CHROME 1/2 1/2 1/2 165 155 139 6 TOTAL THIS SHEET 145 AFF BOB BCO BOI BOP BOT CTS FO IFOW OFOW HAS LINO RBOC ABOVE RNISNED FLCO1 BOTTOM OF BEAM BOTTOM OF DELK BOTTOM OF JOST BOTTOM OF Brut BOTTOM OF TRUSS CUT TO SUIT FEN omen INSIDE FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. SS9NKIENS UTIESB NOTED ODERWISE ABOVE BOTTOM OF LEUNG 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 COUPUNG 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: FAX: CERTIFICATE OF COMPETENCY STAMP KEY 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 'S' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO J. DELVO 2/12/07 3 OF 3 TC6226 43'-9' �� 43'-9' 43'-9' 45-3.12' 1'-7 Ir 9.,.F -T-1, SEE TOWER PLAN THIS SHEET 2 X 1.5 RC ry, V 3-0 1 v H 1.52-1.511 1.510 15 0 1.5 4- 1.5 /I 1.5 1.1 3-10 3-7 5-2 B-4 8-4 2-2 6-2 8-4' 2.0 2-0 1.5 ch 111.50/611 1.5 0 1/ 0 310 3.7 5.2 8-4 0 1.5 CO 21.5 O 1.51.5 1.5 1.5 MATCHUNE (co 3.10 1.5 3-7 5-2 8-4 1.5 8 4 115 0/ 11 2-2 1.5 1.5 1 0 8.2 1.5 1624-3110/ 1.5 O 1.5 7-6 0-10 B-4 1.51 1.5 1.5 1.5 / 0 I10f 8-4, 7-6 0.10., B-4 1.5 1.5 1.5 1.5 8-4 0 6-8 1-10 5-4 C,3-0 7-6 N /TD T ❑ 1110/ 5i 6 111160 1.5 8-4' 0 1.5/ II 1.5 0I 1.5 /0 1.51 0 1.5 5.8 210 8-4 8-4, 4-6 1.51 1.5 1.5 1.5 1.5 1.5 0 II O/ O / 8-4i 5-8 2-10 8-4 I 8-4 4-8 1.5 0 1: 5 5 1110/ 1.5 0 1.51 0 1.5 II 1.50 1.5 / 0 1.5/ 0 1.5 8-4 6-6 1-10 8-4 8-4 5-6 2-10 ' 8-4 8.4- 4-6 1.5 1.5 1.5 1.5 1.5 8-4 2-2 8-2 8-41 7.8 0-10 8-4 8.4 676 1-10 8-4 I I .5 1.5 1.5 1.5 1.5 1.5 1 1.51 --1.5 1.5 1.5 1.5 1!.5 .5 1.5 5-2 , 8-4 ,8-4 2-2 6-2 , 8-4, 7-6 0-10 8-4 B-4 6-6 -10 8-4 F.F. ELEV. 25.5 3-10 3-7 1.6 2-0 1.5 1.5 1.5 1.5 3- 3-7 5-2 8-4 :1.5 18-4 1.5 1.5 ; 1.5 1.5 1.5 , 1.5 1.5 1,5 2.2 8-2 1.5 2-0 1.5 1.5 1.5 1.5 1.6 1.5 1.5 • 310 3-7 5-2 � CORE 4" HOLE 841 7-8 0-19 8-4 1.5 1.5 1.5 1.5 1.5 1. 1.5 8-41 5-8 2-10 I 8-4 8-4 6,-6 1-10 8-4 I 1.5 1.5 1.5 1.5 1.5 1.551 1.5 1.5 1 1.5 • •, 8-4� 5.6 2-10 0-4 1.5 1.5 1. 8-41 5-6 2-10 1.51 _ 1.5 1.5 .5 8.4 1.5 8-4 1.5 HYDRAULICALLY MOST. DEMANDING. AREA: SYS# 1 DENSITY: .20 GPM OVER 1500 SQUARE FEET SYSTEM DEMAND AT BOR: 384.48 GPM AT 94.60 PSI (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) I 4 1.5`--' 1.5 .5 - 1.5 1.5 1.5 II 0/ 0 / 0 11 0/ 3-10 Ic-8.4-:'i, 8.9 31 5-8 8-7 O 1.50 15 3-10 8-4 11 1.5 0/ 15 3-10 8-4 1.5 01.511 1.5 8-9 31 5-B 1.5 0 0 1.5/ O ) 8-3 8-7 1.5 8-3 15/ 01.5 11 1.5 8 9 31 5.8 1.5 4-8 3-10 1.51 1.5 1.5 8-4, 4-6 3-10 1.5 8-41 1.5 1.5 8-4 8-4 2-2 6-2 "-41 7-6 0-10 8-4 8-4 6i6 1-10 8-4 8-4 5-8 2-10 8-4 TOWER PLAN - 1ST FLOOR O 16 SCALE 1/8'=140' N SPRINKLER PLAN ED SCALE 1/8'-1'-0' FITTER NOTES 1. ALL BRANCHLINE HANGERS TO BE'6T', UNO. TOWER PLAN - 2ND FLOOR 8 18 SCALE 1/8'=1'-0" 8-4' I 1.5 1.5 4-6 8-4 ❑-- OI 1.5 r v 0 / OH 8-7 8-3' (( 1.5 1.5 1.5 1.5 1: B'4 0 8-9 0/ 39 II 5-8 0/ 8-7 0 8'3/ op 3-10 8-4 1.5 1.5 1.5 4-6 3-10 8-4 1.5 1.5 1.5 8.9 3-1 5-8 L - TOWER PLAN - 3RD FLOOR SCALE 1/8' -V -IT 1.5 5 8-7 8-3 1.5 1.5 1.5 1.5 3-1 5-8 8-7 1 C) :y 70 O -9 9 1.5 1 9 87 l A, O 1° SCH 40 PIPE 1 (7-0) ANGLE FROM VERTICAL 1' SCH 40 PIPE TOP CHORD OF BAR JOIST 60°- 90° ANGLE FROM VERTICAL ANVIL FIG 92 TOP BEAM CLAMP 3/8 AIR 4'&SMALLER PIPE 1/2 ATR 6' PIPE HANGER RING -.- PIPING PER PLAN TOP CHORD OF BARJOIST HANGER 'T' 12' RETAINER STRAP NTS (2) TOLCO 980 AFCON #810 CEILING PLATE (4) #10 X 3/4' SHEET METAL SCREWS HANGER 'C' RING HANGER 12' X 3 3/4" KWIK BOLT W/ 1/2" NUT & WASHER CONC. TILT UP PANEL WALL (2)TOLCO #1001 FAST CLAMP 40°' MINIMUM 2.5" EMBED. 1(40 PIPE 1(3-O)-0) 4 -WAY BRACING DETAIL 1 NTS TOLCO 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG 980 SWIVEL ATTACHMENT TOLCO FIG. 1001 FAST CLAMP LATERAL BRACING DETAIL '2' NTS 12'X3314' WEDGE ANCHOR W/ 1/2" NUT TOLCO 980 +111 52DEGREES apl i MN. 3.25' EMBED. TOLCO #1001 FAST CLAMP EQ BRACE DETAIL '4' NTS TOLCO 980 PIPE CLAMP 4A 45° - 59° ANGLE FROM VERTICAL 1' SCH 40 PIPE 1 (7-0) TOP CHORD OF BAR JOIST \` N. TOLCO FIG 4 PIPE CLAMP EQ BRACE DETAIL'3' NTS TOLCO 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG 900 SWIVEL ATTACHMENT NTS ANGLE FROM VERTICAL 12'X33/4' KWIK BOLT (MIN. 212' EMBED) 52 DEGR MINIMUM 212' EMBED. TOLCO 980 EQ BRACE DETAIL '5' NTS (V / F - z E 0 W U w Ct 0O 161...111 ■ BUILDING 'S' -EAST HANGER LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS TOP BEAM CLAMP SYM 0 • MANUFACTURER RELIABLE RELIABLE S.I.N. R3615 R5714 TYPE MODEL irate `m„p� SSU F1FR BRZ -- DRY SSP F3QR CHROME CHROME 1/2 1/2 1/2 165 155 139 6 TOTAL THIS SHEET 145 AFF BOB BCO BOI BOP BOT CTS FO IFOW OFOW HAS LINO RBOC ABOVE RNISNED FLCO1 BOTTOM OF BEAM BOTTOM OF DELK BOTTOM OF JOST BOTTOM OF Brut BOTTOM OF TRUSS CUT TO SUIT FEN omen INSIDE FACE CF WALL OUTSIDE FACE OF WALL NO AUTO. SS9NKIENS UTIESB NOTED ODERWISE ABOVE BOTTOM OF LEUNG 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 COUPUNG 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: FAX: CERTIFICATE OF COMPETENCY STAMP KEY 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 'S' 17200 SOUTHCENTER PARKWAY TUKWILA, WA 98188 DESIGNER DATE SHEET JOB NO J. DELVO 2/12/07 3 OF 3 TC6226 \\ \\ SLL I FP -300 \ \ \ \ NAC i SOUTHCENTER PKWY l J l ACCESS ROAD PARKING LOT SITE PLAN N.T.S. J U WIG PROPERTIES LLC MINKLER BLVD OVO21 SSgSSd AREA OF WORK TO BE DONE NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES Matthew D Buntin FIRE ALARM SYSTEMS/III CERT NO.144348 VALID THRU 03/01/2020 PLEASE NOTE: WITH DEVICES ALREADY EXISTING, BATTERY CALCULATIONS ARE TO BE FIELD VERIFIED. Tljls:4;,1ltA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and etct address for shut- down or restoration approval. CC Without Comments o As Noted in Red ® Per- The Attached Letter -ase plans have been reviewed by 'the Tukwila Fire ,cntiion-Bureau for conformance with current City idards. AcceOtalc.E is subject to errors and .sions which Oo not authorize violations of adopted odards and orciin nces, The responsibility for the equacy of design ; ests totally with the designer. 'ditions, deletions or revisions to these drawings after ':nis date will void this, „ cceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevent lore Bureau. l Y.W4060 �" O N 00 2 O CS z J 0 V 414 ai a LL w justin a@afarmcenterinc.com t.) J J In W W Ta co re u- o. U,tri CD w N AutoCAD 2019 1 to a iv E s am UJ r=0" rx UJ IL 00 CD n .•�. agn§ 14.1ku 1"1 a; C) d a a; E t0 z 0 G a; aa, tL co a) Lao gr - co 0) csi u> C O Sheet Number SCOPE OF WOK: 1. THE SCOPE OF THIS PROJECT IS TO ADD A N❑TIFICATI❑N DEVICE FOR THE PURPOSE OF TENANT IMPROVEMENT. GE\ERAL \ 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 C❑NFIRMATI❑N 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 WITH❑UT THE PRESENCE OF SFSM ALARM TECHNICIANS. 6. THE SYSTEM SHALL BE MONITORED BY A U.L. LISTED M❑NIT❑RING 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 LOCATI❑NS 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 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 CONSTRUCTI❑N 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 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 ❑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 OPERATION 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 CHECK❑UT, 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. 1'-0" MAX 0'-4" MIN. 0 -4" MIN. AIR 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. FA16042 SLEEP NUMBER SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: EXISTINGCKT 800 0.873 1.760 22240 FSE 2 SLEEP NUMBER Deice Type Quantity Amps Total Amps Total EXISTING CKT 800 0.410 0.827 23.173 FSE 4 EXISTING CKT Main System Board 1 0.07500 0.0750 0.20500 0.2050 0' NAC 1 1 0.00000 0.0000 0.87300 0.8730 0 NAC 2 1 0.00000 0.0000 1.21300 1.2130 14 AWG THWN NAC 3 1 0.00000 0.0000 0.41000 0.4100 0' NAC 4 1 0.00000 0.0000 0.29400 0.2940 Total Panel Loads: 0.075 Amps 2.995 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 2.995 Amps For Minutes= 0.252 Amp -hours 20% Derating= 2.462 Amp -hours Total System Current Load: 2.462 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7 Vdtage Drop Chart FA16042 SLEEP NUMBER Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE 1 EXISTINGCKT 800 0.873 1.760 22240 FSE 2 SLEEP NUMBER 950 1.213 2.904 21.096 FSE 3 EXISTING CKT 800 0.410 0.827 23.173 FSE 4 EXISTING CKT 800 0.294 0.593 23.407 CALCULATI❑\S ACCEPTED HERE NEVER HERE N WALL MOUNTED SMOKE OR HEAT DETECTOR 3'-0" MIN. SMOKE DETECTOR DETECTOR LOCATED NO CLOSER THAN 4" FROM ANY OBJECT/WALL ❑R IF ON WALL LOCATED BETWEEN 4"-12" DOWN FROM CEILING TO THE TOP OF THE DETECTOR. 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 D FIRE 8- H FINISHED co FLOOR -� LENS SPACI\G ETAILS WIRE LEGEND SYMBOL DESCRIPTI❑N TOTAL FT A 16/2 C❑NVENTI❑NAL FPLR 0' B 16/2 C❑NVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 0' E 12/2 NOTIFICATI❑N FPLR 0' F 12/2 NOTIFICATION FPLP 0' 6 14/2 N❑TIFICATI❑N FPLR 0' H 14/2 NOTIFICATI❑N FPLP 0' I 16/4 ANNUNCIAT❑R 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 14/4 NOTIFICATION FPLP 50' S SPARE 0' r i„lici,PITILA FIRE DEPARTMENT � 7 W ca5 2.06-575-4407 and thiS Permit No. and exact d re s for shut down or rci.s orat bn approval. DEVICE LEGEND SYMBOL DESCRIPTION QTY PART MANUFACTURER MOUNTING FIRE ALARM CONTROL PANEL E IFP -100 SILENT KNIGHT SELF CONTAINED CABINET FACP FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE r( WALL STROBE E SR SYSTEM SENSOR DEEP 1G CUT IN BOX r›E WALL HORN -STROBE E P2R SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING HORN -STROBE E PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING 0 CEILING STROBE 1 SCR SYSTEM SENSOR 4S DEEP W/1G MUDRING MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING Q JUNCTI❑N BOX E ---- BY OTHERS ---- 0 I FSE I EXISTING NAC -1 2-1 2-2 2-3 75cd 15cd 75cd .176mA .066mA H EXISTING NAC -3 H EXISTING NAC -4 > 2-4 15cd .176mA .066mA MISER NEW DEVICE 2-5 r2-6-1 30cd 130cd RH@1❑1 .107mA L94rhA J R 2-7 2-8 2-9 75cd 75cd 75cd .176mA .176mA .176mA IAGRA V V 75cd FLA] \ TES: EXISTING DEVICE ADDED DEVICE MOVED DEVICE DEMO DEVICE SALES 2-8 75cd 2-9 75cd EDL 2-5 30cd STORAGE 103 1 MENS 112 1 2-1 75cd T❑ FSE -1 / CKT-2 FIRE ALAR 0 8 V DLA 16 SCALE 1/8"=1'-0" EDL SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL• RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946LO Without Comments l=J As Noted in Reed C Per The Attached Letter I .,.t; plans have beer; reviewed by The Tukwila Fire I rl`lon Bureau fr i ' 'formance with current City +.njecit to errors and "r. 6si')ns which do :,:.:. ,:,,. n .orl:ze violations of adopted ano t,, : ,::, '?,e responsibility for the � I�aCy of design with the designer. ;° r=+ icir�ns, deletic;� is ;tic ;t: w these drawings after li > (Late wail ramal .(:;:.e.pca"tr e and will require a Subsequent approval. Final acceptance is suojcct to stela test and inspection by . The Tukwila Fire Prevention Bureau. Date: 5--).s-lc- 6y: kv»' 511 opal® t'; 1: 21111 1"UKWILR FIRE +'. 5 /a7 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to cornmefilcernent of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test wiii result In a Re -inspection Fee and termination of tiV:1 REVISIONS' CONTRACT WITH' BURDG-DUNHAM & ASSOC, P❑ BOX 157 HAMILT❑N, M❑ 64644 D❑NNIE M❑RDECAI (816) 284-0184 PROJECT' SLEEP NUMBER 17250 S❑UTHCENTER PKWY SUITE 100 TUKWILA, WA 98188 PARCEL# 7888920020 (DESIGNER' SCOTT JERKE DATE' 5/18/16 AHJ' TUKWILA JOB #' FA16042 I- A FA 1 OF 1 SEE HYD, REFERENCE FOR CONTINUATION IL_ BATH 8'-0" • BATH 8'-0"• 17,0" 1.5 1.5 HYDRAULICALLY MOST DEMANDING AR SYS# 1 DENSITY: .20 GPM OVER 1058 SQUAR ET SYSTEM DEMAND AT BOR: 85.00 GPM AT 359.10 (INCLUDING 0 GPM FOR INSIDE HOSE STREAMS) ® --Without Comments D As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City sti-sndards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the ace( uacy of design (rests totally with the designer. t�'dltions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for ;ubsegdent approval. Final acceptance is subject to Yield test and inspection by The Tukwila Fire Prevention Bureau. Date: (o''')- " /6 By: Jam) TUKWILA FIRE DEPARTMENT Fle425it Cali 206-5754407 and Ove this ire Permit No. and € xact J,,d.laass for ;hut clown or i taction approval. STEEL BAR JOIST METAL PAN DECK L NEW CEIUNG NEW SSP NEW WALL I_ NEW CANOPY CEIUNG N BUILDING SECTION ABBREVIATIONS NTS SYMBOL LEGEND SYMBOL LEGEND cip SPRINKLER PLAN 0 4 8 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 30 FT. OF BULK 3/8" ATR FOR CTS HANGER RODS. 4. *= SPRINKLER HEAD IN CANOPY CEILING 5. MAX E.C. SPACING IS TO BE 14x14 AND 7'-0" OFF OF A WALL 6. MINIMUM E.C. SPACING IS TO BE 8'-0" BETWEEN HEADS 7. ALL SPRINKLERS TO BE CENTERED IN 2' DIRECTION ONLY OF 2' x 4' TILES 8. EXCLUDING WORK ON OVERTIME OR AFTER HOURS. 9. EXCLUDING RELOCATING OR MODIFYING THE EXISTING SPRINKLER SYSTEM TO ACCOMMODATE THE WORK OF OTHER TRADES. -EX BRANCHUNE EXISTING W/ 9OELL U.N.O. "ISI I rati$xx, NEW FM BRAIDED EASY FLEX LENGTH PER PLAN _ 1W CEIUN_GI "-CONCEALED SSP DETAIL A/1 --EX BRANCHUNE EXISTING W/ WELL U.N.O. / NEW ARMOVER W/ COUP NEW FM BRAIDED EASY FLEX LENGTH PER PLAN CEIUNG-1 ...."-CONCEALEDS: DETAIL B/1 NEW STRAP TEE NEW 1' PER PLAN -1 PER PLAN NEW 1' 90 NEW FM BRAIDED EASY FLEX LENGTH PER PLAN DETAIL C/1 ICO ..o„�. 1,55, Ott-, 1 5_ IV I A 1.5 I NI 1.5 1.5 1.5 I HYDRAULIC REFERENCE PLAN NTS METAL DECK SAMMY XP20 EXPRESS SCREW 3/8' ATR HANGER RING HANGER XP TOP CHORD OF BAR JOIST 12' RETAINER STRAP AFCO 100 3/8" BEAM CLAMP --- 3/8' ATR HANGER RING HANGER TB AREA MAP NTS PIPE LEGEND FLEX LEGEND AFF BOB BOD BOJ BOP BOT CIS FO IFow Crow NM UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURUN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE 12 BOO 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 COUPUNG RIGID COUPUNG 4 S MT R P (B) NEWT' PLUG NEW 1/2" PLUG NEW STRAP OUTLET NEW MECHANICAL TEE OUTLET RELOCATED EXISTING SPRINKLER EXISTING THREADED OUTLET EXISTING SYSTEM COMPONENT NEW SPRINKLER PIPE EXISTING SPRINKLER PIPE - - - RELOCATED EXISTING PIPE / \ NEW FLEXDROP RELOCATED EXISTING FLEX WALL LEGEND I I EXISTING WALL NEW WALL TO CEIUNG `XXX/ XXXXXXJV NEW FULL HEIGHT WALL L- I NEW LOW WALL .. .... .... _I NEW SOFFIT WALL MAKE TYPE LEN NIPPLE BRKT SCRW ONTY SYM MANUFACTURER S.I.N. TYPE SPRINKLER LEGEND EASY FM -BRAID 48' 1/2" i2 ACT NA EXISTING MODELn"CH TE. PM PAK Aba NO. DATE EASY EASY FM -BRAID FM -BRAID EASY FM -BRAID 60" 48' 60" 1/2' 901/2' 901/2' ACT GWB GWB NA UNCHANGED SSP CHR CHR 5.6K 1/2" 155° -/-/- BY REVISIONS REASON FOR REVISION TEK UNCHANGED SSU BRZ 5.6K 1/2' 155° TEK 2 EASY FM -BRAID 60" 9x1/2" GWB TEK 7 EASY FM -BRAID 48' 3/4' ACT NA 7 EASY FM -BRAID 60" 3/4' ACT NA 4 NEW EASY EASY FM -BRAID FM -BRAID 72" 48" 3/4' 903/4" ACT GWB NA TEK 4 2 • • RELIABLE RA3415 CON CSSP G5-56 BRZ WHT 5.6K 1/2" 165° 12 RELIABLE R7146 ECSSP G4 XLO BRZ WHT 112K 3/4' 165° 17 WDS = (2) #10x1.5" WOOD SCREW 90°x1/2" = 90° NIPPLE 525" LONG 951/2' = 9' LONG x 1/2' EXTENDED NIPPLE TOTAL NEW 29 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY: ALARM PHONE: ALARM CODE : ALARM PASSWORD : FIRE DEPARTMENT : FIRE DEPT. PHONE : CONTRACT WTM BURDG, DUN HAM ASSOCIATES C ATES CONS. 920 S. HUGHES, PO BOX 157 HAMILTON, MISSOURI PROJECT MANAGER : OFFICE PHONE : CELLPHONE: EMAIL : SUPERINTENDENT : PHONE: EMAIL: DONNIE MORDACAI 816-583-2123 816-465-7016 donnie@burdg-dunham.com ROB 816-284-0184 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/BEE CAPACITY 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 (I I i) 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 2010 AND THE CITY OF TUKWILA EXISTING CRITERIA: RETAIL - ORDINARY HAZARD GROUP II NEW DESIGN CRITERIA: RETAIL -ORDINARY HAZARD GROUP II REMOTE AREA REDUCTION @ 1T-0" CEILING= 1058 SQ. FT. WATER SUPPLY INFORMATION STATIC RESIDUAL FLOWING LOCATION OF TEST DATE OF TEST 150 PSI 20 PSI 7,474GPM SOUTHCENTER BLVD & MINKER 2007 DATA SUPPLIED BY CITY OF TUKWILA ELEV. OF FLOW TEST: SAME AS SITE HYDRAULIC CALCULATION DATA ACTUAL DENSITY: .20 GPM / 1058 SQUARE FEET DEMAND AT BASE OF RISER 359.10 GPM AT 85.00 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 609.10 GPM AT 94.10 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) AREA OF WORK PAID MAY 23 2016 TUKWILA ARE r RISER MINKLER BLVD SITE PLAN NTS !CAUTION! 50% REDUCED PRINTS F WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Bassione Sean Van Soest 6027-0110-C Level 3 Smith Fire Systems, Inc. S M ITH FS 136OT 5/23/16 I 1anature - y Date CERTIFICATE OF COMPETENCY STAMP 5F5 SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMRHFS1360T Bus: ( 253) 926.1880 FAX: ( 253) 926 - 2350 SLEEP NUMBER@ SOUTHCENTER SQUARE 17250 SOUTHCENTER PARKWAY, STE 100 TUKWILA, WA DESIGNER PROJECT MGR DATE SHEET JOB NO. JEFF S LANE L. 5/23/16 1 OF 1 TI16055 S: --160th:; St - li ❑ li Ii m p4 uliwilaSouthcar}ter lutaI( - i a ._r Qi c TE 0 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 subje3t to errors and , omissions which do not authorize violations of adopted stcnaaras and ordinances. The responsibility for the adequacy of design rests totally with the designer. s 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: 3 -iv' 07 By: /<1 /"i fi I 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. 17250 Southcenter Pkwy; Se.; 17250 3outhcenter Pkwy c= Seattle, WA 98188 2nd.St_ , Li:y3:td:St.:. SeaTac :- I UKWILA FIRE DEPARTMENL Please call: 575.4407, -r and give this job No. O2'F-0(7 exaoittddress for sflut. . o wn or 1:. stora'iion approval9 175th St 176tH Si .71:77:11_ SaxorrDr REMOTE ANNUNCIATOR TO CENTRAD STATION MODEL RA -1000 e VOLTAGE DROP NAC# VDC @EOL % DROP 1 20.26 .69% 2 -- 3 - 4 18.48 9.39% FACP #16/4 PHONE LINE #1 PHONE LINE #2 120 VAC S (DEDICATED CKT.) 120 VAC t (DEDICATEDCKT.) Farenhyt IFP -1 00 Q4 DUAL DIALER SILENT KNIGHT SLC 14)-601 lOJ(o del,rcc o1.. FA tirct,;r-- bree,kev 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 SLC NAC -1 1 BATTERY 12V-12AH BATTERY 12V-12AH VOLTAGE DROP FSE# VDC % 16/2 FPLP INITIATING CIRCUIT WIRING @EOL DROP 1 18.91 7.32% 2 18.97 7.00% 3 18.48 9.39% 4 19.80 2.94% FIRE ALARM SIGNAL EXPANDER ®SILENT KNIGHT MODEL 5499 NAC -1 NAC -2 #16/2 P 110cd EOL #14/2 E3 E3 E3 E3 E3 MI E3 El El El El El 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 CI 0 © © 0 © © © © 0 © 0El 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 © © a © © © © © © © © © © © © BELL .202ma .031 ma 115cd 115cd 115cd 115cd EOL .218ma .218ma .218ma .218ma 115cd 115cd NAC -3 NAC -4 BATTERY 12V-7AH BATTERY 12V-7AH 115cd .218ma .218ma 185cd 185cd .218ma 185cd .297ma 185cd #14/2 RISER DIAGRAM .297ma 185cd EOL .297ma .297ma .297ma 115cd 115cd EOL .218ma .218ma 185cd EOL .297ma 33:051 33:050 33:049 33:048 El 0 10 0 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 ACOMPONENT LIST E TLIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC 14 - FIRE ALARM CONTROL PANEL 1 FP -100 FARENHYT WALL TOP @ 66" I FACP I Part ANNUNCIATOR 1 RA -1000 FARENHYT WALL TOP @ 66" I ANN I .////////////// TRANSMITTER FIELD VERIFY I TRAN I SUBSCRIBER TERMINAL UNIT FIELD VERIFY I sm I HORN WALL @ 80"-96" 0)0 MINI -HORN WALL @ 80"-96" litA HORN -STROBE WALL @ 80"-96" CEI BELL 1 SSM24-10 SYSTEM SENSOR OUTSIDE WALL @ 10 ad BELL -STROBE WEATHER PROOF ON WALL @ 10' CHIME FIELD VERIFY C ® SPEAKER WALL @ 90" STROBE 1 SRK SYSTEM SENSOR WALL @ 80"-96" OJ JUNCTION BOX FIELD VERIFY DOOR HOLDER FIELD VERIFY Ell DOOR STRIKE FIELD VERIFY Cal F MANUAL PULL STATION 25 IDP -PULL -DA FARENHYT WALL @ 48" O SMOKE DETECTOR ABOVE CEILING ABOVE CEILING OR IN DUCT SMOKE DETECTOR 1 IDP -PHOTO FARENHYT CEILING - 3' FROM AIR DEFUSER SMOKE DETECTOR BELOW FLOOR BELOW FLOOR CD 135° RATE OF RISE HEAT DETECTOR CEILING 0 200° RATE OF RISE HEAT DETECTOR CEILING • 135° FIXED TEMP HEAT DETECTOR CEILING 200° 200° FIXED TEMP HEAT DETECTOR CEILING WF WATERFLOW SWITCH 1 IDP -MONITOR FARENHYT RISER PIPE 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 @ 66" I FSE I M MONITOR MODULE 16 IDP -MONITOR FARENHYT FIELD VERIFY CEILING MOUNTED HORN/STROBE 15 PC2R SYSTEM SENSOR CEILING REVISIONS General Note. N,P,P,A, 72-2002 Edition Copyright 020051viicrosoft Corp. and/or dslsupp ler ?AII right reserved. 1 ,,,heat -Senning fire detector. Shall be located on the ® ceiling not Ie55 than 100mm (4 in,) from the.idewall or on the .idewal15 between 100mm and 500mm (4in, and 12in,) from the ceiling, See figure x,,63,1 2 -sec, 5,7,3,2,1 ,,,moke detectors Shall be located on the ceiling not less than 100mm (4 in,) from a sidewall to the near edge or, if on a .idewall, between 100mm and 300mm (fin, and 12in,) down from the ceiling to the top of the detector, See figure x,5,73,2,1 Aa-sec A,17,4,1 Detectors Should not be located in a direct airflow or c5er than 1 m (3 fp from an air 5uppl y diffu,er or return air opening, Supply or return 5o(Jree.5 larger than those commonly found in residential and small commercial establishments can require greater clearance to Smoke detectors, Similarly, smoke de/ector5.5hould be located farther away from high velocity air Supplie, 4 -sec, 5,12,4 The operable part of each manual fire alarm box Shall be not Ie55 than 1,1m Olga) and not more than 1,37m (4 %2 ft,) above floor level, See figure 1=,5,12,4 5 -Sec 7,5,4 /Nall mounted appliances Shall be mounted Such that the entire lens i5 not less than 2m (80 in) and not greater than 2,4m (96 in,) above the finished floor, See figure A6 -5ee, 4,4,1,4,1 Dedicated branch circuit, A dedicated branch circuit of a one of the following .hall .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 .specifically trained in it. operation lS on duty at all time, (3) An engine -driven generator or equivalent arranged for cogeneration with commercial light and power in accordance with 4,4,1,9,2, where a per.on .pecificall y trained in its operation i5 on duty at all time, NO. DATE BY REASON FOR REVISION QUALITY CONTROL BY: PARCEL# 2623049081 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: Ceiling 100 mm (4In.) IH H /////// Acceptable here Note: Measurements shown are to the closest edge of the detector. / Never here / Top of detector m // acceptable he / / / (,5,732,1 / 100 mm (41n.) minimum 300 mm (121n.) maximum Sldewa8 CERTIFICATE OF COMPETANCY STAMP AID MAR 13.1007 Tukwila Fire SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. Agrfasem TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 1 OF 5 FA7043 IIMI NillIG 14 - Operable R. Part 11 1.1 (3Y min t� 1.37 (a)4 maximum m e.) mum m ft.) /= 5, /2,4 Finished floor .4-Sldewal .////////////// CERTIFICATE OF COMPETANCY STAMP AID MAR 13.1007 Tukwila Fire SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. Agrfasem TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 1 OF 5 FA7043 33:027 33:025 33:026 33:024 EOL 1B5cd 33:050 p 33:047 F 33:029 33:030 33:031 33:051 33:049 33:032 115cd EOL 115cd 115cd 115cd 33:033 REVISIONS REASON FOR REVISION CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 rff 5 Erm SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. S QUALITY CONTROL BY: PARCEL# 2623049081 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT: PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER R.GROULEFF 3/7/07 JOB NO. FA7043 33:019 EOL 110cd 33:023 33:024 33:022 33:021 p Fri 33:036 A 33:037 115cd 185cd TO FSE CKT#3 EOL 185cd ID 33:041 33:040 El 33:038 TO FSE CKT#4 33:039 115cd 33:018 33:012 33:013 33:014 33:015 ? 33:016 33:017 33:011 TO FSE CKT#1 TO FSE CKT#2 115cd 33:001 33:034 33:035 33:010 tl .d•• .v C 4 0 d d .. tl C . • . • o d O //////////////// ///////////////////// (C.) . C /////////////////////////////// REVISIONS REASON FOR REVISION N CONTRACT WITH WIG PROPERTIES, LLC 4811 134TH PL. SE BELLEVUE WA, 98006 I= I SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. .5., sm TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946L0 Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. S 1 /8"= 1 '-0" QUALITY CONTROL BY: PARCEL# 2623049081 PROJECT MANAGER : LESHYA WIG PHONE : 1-425-957-4774 FAX : 1-425-865-8648 SUPERINTENDENT: PHONE: FAX : CERTIFICATE OF COMPETANCY STAMP SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER R.GROULEFF 3/7/07 JOB NO. FA7043 .. •24Ir HSS S COL. & WF = :'. = •1.m, I ©1 e RE PAN FOR L 4x4x3S CONT. ROLLED — �j I 'I ,,yy RE ARCH. FOR RADIUS W/I Yxx4 x 0•-5- 02 a,ix(,;11� J Axw:.�tc�"'r AND ARCH.> W/4-/10 SCREWS 0 STUDS S_ 5. 01 SIM ���• • -` • ' w/SS m OA307 TTHRU BOLT 0 T.O. PARAPET S�5 10'x12GA. ROLLED TCP TRACK BRACE. _ +32'-0" ',►'� RE: ARCH. FOR 4i:6 HSS BRACE KERF ROOFTOP HVAC UNIT,fYP. - � 28 ••••• RADIUS. 1f- PLYWOOD O FOR RE: PLAN I RE: — - (VERIFY WITH TENANT) SIZE &LOCATION •mom",'} 1:28_ ...... j BOTH SIDES '"""°"="x !.~m`ml �• rx..r:•:r 10'x18GA. STUDS I Ya4)f x 0'-10' [� %S 1— T.O. PLATE O 24'OC HSS 4.00xY STUD '-''J � te r��, •:.. 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SMITHFS946L0 Bus: (253) 926 -1880 FAX: (253) 926 - 2350 PROJECT MANAGER : LESHYA WIG PARCEL# 2623049081 QUALITY CONTROL BY: PHONE : 1-425-957-4774 FAX :1-425-865-8648 SUPERINTENDENT : SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DATE: PHONE : DESIGNER DATE SHEET JOB NO. FAX : CERTIFICATE OF COMPETANCY STAMP R.GROULEFF 3/7/07 4 OF 5 FA7043 T.O. P X9"+34'-9 1/2 4 32'-0" TILT -UP CONCRETE PANEL 1$ TILT -UP CONCRETE PANEL G.F.R.C. CORNICE, TYP. METAL COPING, TYP. ( 015 ) ( 014 ) ( 011 ) —G.F.R.C. BAND ( 014 ) —CONCRETE REVEAL, TYP. ROOFTOP HVAC UNIT BEYOND. TYP. TILT -UP CONCRETE PANEL ( 016 ) TILT -UP CONCRETE PANEL P CONCRETE REVEAL, TYP. OVERFLOW, TYP. (—) PANEL JOINT, TYP. LATE 11LT-UP CONCRETE PANEL (1T) CONCRETE REVEAL, TYP T.O. TOWER BEYOND FROSTED GLAZING CLEAR GLAZING OVERFLOW, TYP. ( 008 ) ROOF TOP HVAC UNIT BEYOND, TYP. AS METER BEYOND, TYP. ( 005 ) G.F.R.C. CORNICE, TYP. METAL COPING ( 011 BRICK VENEER -ACCENT, TYP —TILT -UP CONCRETE PANEL ( 016 ) TENANT SIGNAGE AREA, TYP. 11LT UP CONCRETE PANEL —11LT-UP CONCRETE PLANEL T.O. PLATE +32'-0" T.O. PLATE +22'-9 1/2" B.O. CEIUNG +18'-0" T.O. SLAB +0-0 STEEL CANOPY, TYP. EXTERIOR UGHT FIXTURE, TYP. BRICK VENEER PLANTER $ T.O. PLATE +32'-0' ( 001 002 TILT -UP CONCRETE PANEL TILT -UP CONCRETE PANEL ( 016 TILT -UP CONCRETE PANEL ( 018 TENANT SIGANAGE AREA, TYP TILT -UP CONC. PANEL ( 017 ) MAX AREA ALLOWED =150 SF PER C.O.T. $ T.O. PLATE +22'-9 1/2" 8.0. CEILING A+18-0" T.O. WINDOW 7+14'-0" T.O. SLAB +0.-0- STOREFRONT GLAZING, TYP. (40$ ) — STOREFRONT SYSTEM, TYP. ( 010 ) BRICK VENEER, TYP. (�) BRICK VENEER -ACCENT, TYP ( 002 ) T.O. TOWER +60'-0N. G.F.R.C. CORNICE, TYP. METAL ROOFING STUCCO FROSTED GLAZING STUCCO CLEAR GLAZING ( XX ) ( 034 ) ( 014 ) ( 019 ) ( 035 ) ( 023 ) G.F.R.C. CORNICE, TYP. METAL COPING, TYP. PLATE T.O. PLATE TILT -UP CONCRETE PANEL ( 015 ) 11LT-UP CONCRETE PANEL TENANT SIGNAGE AREA. TYP. — G.F.R.C. CORNICE, TYP. —METAL COPING, TYP. ( 914 ) ( 011 ) TILT -UP CONCRETE PANEL TILT UP CONCRETE PANEL T.O. PLATE ( 015 ) ( 017 ) G.F.R.C. CORNICE, TYP. (T4-) METAL COPING ( 011 ) DECORATIVE TILE, TYP. (f) -CONCRETE REVEAL, TYP. TILT UP CONCRETE PANEL ( 015 ) TILT -UP CONCRETE PANEL ( 018 ) G.F.R.C. CORNICE, TYP. COP-) METAL COPING, TYP. ( 011 ) STUD WALL ( 034 ) ECORATIVE T1LE, TYP. ( 003 ) HVAC ROOFTOP UNIT BEYOND, TYP. CONCRETE REVEAL, TYP. MAX AREA ALLOWED PANEL JOINT, TYP. =150 SF PER C.O.T. T.O. PLATE —7 T.O. PLATE +34-9 1/2 TYP. T.20. 2' PLAT1E + 9 2" • n B.O. CEILING +18.-0 TO. TRELLIS +12'-4" $ T.0. SLAB +0•-0" $ CANOPY ROD + PLATE, TYP. STEEL CANOPY, TYP. '13 EXTERIOR LIGHT FIXTURE, FTP. BRICK VENEER, TIP. ( 001 ) BRICK VENEER -ACCENT, TYP. climb: ----""---tia LEAR GLAZING s gi"'Y``Y__ SIM WALL Can � ure DECORATIVE TILE I r t L — FROSTED GLAZING COIF) 1//11111 ■111 11111111 MUMT.o. '11111111 1r—, + N1111111 1111 11111111 111 II 1/111/11 P111- 11111111 SOH in.ANIff 1.-......"6-.;:.•.-.-.-.: '....�=��.,, ..,„�r, ,., _11 ' mi11i� iI11,11 METAL ROOFING ( 019 ) ( 023 ) 44 BRICK VENEER -ACCENT, TYP. BRICK VENEER, TYP. C) CONCRETE REVEAL, TYP. ( 002 ) (006 ) STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM. TYP. ( 010 ) FABRIC AWNING, TYP. ( 012 ) G 4 TILT UP CONCRETE PANEL ROOF TOP HVAC UNIT BEYOND, TYP. CANOPY ROD + PLATE, TYP. TILT -UP CONCRETE PANEL T.O. PLATE +29'-0” ( 018 ( 007 ) METAL COPING, TYP. G.F.R.C. CORNICE, TYP. TILT -UP CONCRETE PANEL ( 011 ) ( 014 ) ( 018 ) TILT -UP CONCRETE PANEL ( 018 ) TILT -UP CONCRETE PANEL BASE 1.I -j T.O. PLATE +22-9 1/2"$ B.O. COUNG +18'-0' IIIII itllllllllla1Hie - EXTERIOR UGHT FIXTURE, TYP. FROSTED GLAZING () STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TYP. BRICK VENEER PLANTER ( 020 ) STEEL CANOPY, TYP. CANOPY ROD + PLATE, TYP. EXTERIOR UGHT FIXTURE, TYP. TENANT SIGNAGE AREA STOREFRONT GLAZING, TYP. ( 006 F E TILT -UP CONCRETE ANEL ( 016 TILT -UP CONCRETE FIANEL GAS METER, TYP. TILT -UP TILT -UP CONCRETE PANEL CONCRETE PANEL ( 016 ) TILT -UP CONCRETE PANEL (-S—)— HVAC ROOFTOP UNIT BEYOND, TYP. CONCRE)E REVEAL DP. — T.O. PLATE BRICK VENEER, TYP. ( 0—) BRICK VENEER -ACCENT, TYP FROSTED GLAZING © 0 ( 035 ) ( 002 ) FROSTED GLAZING CLEAR GLAZING TENANT SIGNAGE AREA, TYP METAL COPING, TYP. G.F.R.C. CORNICE, TYP. —TILT -UP CONC. PANEL ( 015 ) a 1iIIIi• IMM 11111111111111 11111111■ STOREFRONT GLAZING, TYP. ( 006) STOREFRONT SYSTEM, TYP. ( 010 ) FABRIC AWNING, TYP. ( 012 ) ( 020 ) TILT -UP CONCRETE PANEL -BASE. TILT -UP CONCRETE PANEL Cb---) TILT -UP CONCRETE PANEL IA =I tallow lim_,i"nun - `911111111111111_ eu I ,,,1111111111 +32-0 T.O. PLATE • +22'-9 1/2" B.O. CEIUNG 0 T.O. SLAB H.M.DOOR + FRAME, TYP. ( 009 ) STOREFRONT GLAZING, TYP. STOREFRONT SYSTEM, TT —STEEL CANOPY, TYP. ( 013 ) CANOPY ROD + PLATE, TYP. (00 EXTERIOR LIGHT FIXTURE BRICK VENEER, TYP. BRICK VENEER-ACCEI-T, cD ( 016 ) BRICK VENEER, TYP. (3= BRICK VENEER -ACCENT, TYP () 1211EIM`1 II I\`I IMISIMIS1101I1 11111111111.11 '.■.1 1.■.' SIPLISIRISMISIE I!I 1111,11111111,111 .1111,11 CLEAR GLAZING 023 TILT -UP CONCRETE PAN® T.O. PLATE a +32'-0" T.O. PLATE +22'-9 1/2"." B.O. CEIUNG 0 +18'-0" BRICK VENEER PLANTER BRICK VENEER, TYP C—Q1 ) BRICK VENEER -ACCENT, TYP (n BRICK VENEER, TYP. BRICK VENEER -ACCENT, TYP. ( 002 T.O. PLATE $ +35'-0" TO. PLATE +22'-9 1/2 Mak T.O. SLAB +0'-0 T.O. TOWER +60'-0" Nreir4101211117,1%110 11 111141111.11111 11111111111' SMo .1 Oil II G.F.R.C. CORNICE, TYP. Ca) METAL ROOFING Car) T1LT-UP CONCRETE PANEL TILT -UP CONCRETE PANEL QED T.O. PLATE +22'-9 1/2 BRICK VENEER. TYP. ( BRICK VENEER -ACCENT, TYP Com) T.O. SLAB $ 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 fr SMITH FIRE 1106 SYSTEMS54thAVE MANAGEMENTEAST , LLC. Ass Agm TACOMA, WA 98424 CONTR. REG. NO. SMITHFS946LO Bus: ( 253) 926 -1880 FAX: ( 253) 926 - 2350 SOUTHCENTER SQUARE BLDG. S 17250 SOUTHCENTER PKWY TUKWILA WA, 98188 DESIGNER DATE SHEET JOB NO. R.GROULEFF 3/7/07 5 OF 5 FA7043 SLL ? \ �? NAC 1 IFP -300 r SOUTHCENTER PKWY L J l ACCESS ROAD U 0 G J L.) PARKING LOT ( 5(T1 PLAN N.T.S. WIG PROPERTIES LLC MINKLER BLVD PLEASE NOTE: WITH DEVICES ALREADY EXISTING, BATTERY CALCULATIONS ARE TO BE FIELD VERIFIED. AREA Of WORK TO BE DONE 0 Without Comments $3' As Noted in Red 0 Per The Attached Letter se plans have been reviewed by The Tukwila Fire :,:ntion Bureau for conformance with current City bards. Acceptance is subject to errors and .3sions which do not authorize violations of adopted dards and ordinances. The responsibility for the quacy of design r:sr totally with the designer. .iltions, deletions 0-c revisions to these drawings after .�s date will void thi:A ,4 _eptance and will require a (esubrnittaf of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau./re Date: LI- - I By: /mow. SI &I.5v.c Wrr414- >lqh 1t -e cicoi91115*lie o' oGd;c4 _i :KWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. Ici-F-oCco and exact address for shut- down or restoration approval: PAIL) 1,4'� A vigil 6 0 0 N co V d M ' M 0 00 J M )10U) cD W A! re) u 0 >" g Lui. co w Ba odin ...I000 4 0 0 V fA a) 0 y.+ 0 E 0 C) v C w C a) C) U- W 1065F-43511 G PROPERTIES LLC 6f. Ca i9C AutoCAD 2019 a) av 0 0 �v E a> 0 E a) m u. ai E ea z 0 m v 0 0 a 0,1 LU co er01(,) Do tc,), .. r7 "§" „tit 12 4441." ai E a) z C) a C 0 Sheet Number RISER DIAGRAM 41'-2 rtg ra 15 1.5 15 1 1.5 1.5 1.5 -r ,5 1.5 1.5 115 5 S, 1.5 1.5 II 1.E 12 NEW STRAP TEE EXISTING BRANCHLINE FLEX DROP FLEX 1 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give i i.i Fire Pewit No. 1 27O and exact atph;ss or shut- down of , pprovf3J. NTS SYSTEM 1 -� II 4 19-7.5 AFF 54 it 10 EXISTING RISER 9-30 RIGID INSULATION ON 22 GA. SHEET METAL ROOF DECK ON 26' BAR JOISTS @ 64.0/c • 1.5 1/4 I 12 .5 1.5 HYDRAULICALLY MOST DEMANDING AREA: SYS# 1 DENSITY: A GPM OVER 1504 SQUARE FEET SYSTEM DEMAND AT BOR: 373.0 GPM AT 65.9 PSI (INCLUDING 0 GPM FOR INSIDE -LOSE STREAMS) T.5 -7'2_ /ry Sr1.5 12 u=530,. -i{- - SNLW EYP. BD: CR 8'-R01. AND LIGH u 1.5 1(1 13 $ 1.5 1.5 , 1.5 1.5 SPRINKLER PLAN 0 4 B 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 TUKWILA 2E-0' (SAME AS SITE) WALL LEGEND I///////////1 [XXXxxxXxxxxl EXISTING WALL NEW PARTIAL HEIGHT WALL NEW FULL HEIGHT WALL 4 1.5 Vilth Ut Comments As Noted in Red Per The Attached Letter -elan-have-been reviewed by The Tukwila Fire revention Ii3ureau for conformance with current City 3ndarcls. I Acceptance is si.ibiect to errors and (7 nissions which do not )4ithojIze violations of adopted [omi•ssions and nd ardinanc. . The e responsibility for the' •f :4equacy of designr t iii )/ with the designer. :Additions, deletion :I. ri:',,"::.;ions to these drawings after !this date will void 1. 1 :: J r li 4 rid lAt/1l3 require a Iresubmittail of revise;: drawings or subsequent approval. tll inat accep ance Is -subject to field test and inspection by flie Tukwila Fire Prevention r3uie 4u. 1ate:_I )--?-1( TOP CHORD OF BAR JOIST By: 12 RETAINER STRAP -- ANVIL RG 92 3/8' BEAM CLAMP - 3/8' ATR HANGER RING FIs HANGER 'T BUILDING SECTION 'A/1' NTS 2&10 AFF F PAID NOV 30 2011 TUKWILA FIRE °C153`) Outback Steakhouse MiyoN it S 166th St Gram 11 RistarAale Pluto's GIo3e( Soud1Center 1" ' SportaAuthodty Sporting Goads f Red' Rob R Gourmet Burges The 018 Spaghetti 1I Factory Mlnkler Blvd PDiro GolfstoUM ! rP' .1 Y(111 11 "M9I1Tha1 r•L F,T,F. AREA MAP NTS Kohl's ei Minkler Blvd FITTER/LISTER NOTES 1. ALL FLEX DROPS TO BE 48" EASY FLEX PER FLEXDROP DETAIL 1, UNO. 2. ALL HANGERS TO BE TYPE 'T' UNO. SEND 5' BULK 3/8" ATR. 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 LOCATED IN THE CENTER OR QUARTER POINTS 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 BEIIER PIPE SUE SCHEDULE WALL THICKNESS INTERNAL DIAMETER END PREP TYPES ALLOWED W OF WATER/PPE CAPACITY IN SALONS 1 40 0.133 1.049 THREADED, GAIT GROOVED, R0GROOVED, PN END, POLISHED 2.05 0.044 .. WALL THICKNESS PER NFPA #13 2. ALL GROOVED COUPLINGS TO BE RIGID TYPE UNLESS NOTED (III) 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 1326e17 AND THE CITY OF TUKWILA 2010 EXISTING CRITERIA RETAIL - ORDINARY II OFFICE IGN CR AZARDI 12. :0.15GPM /15ir .-s-FT. WET SYSTEM NO. 1 AREA AREA NUMBER OF DESCRIPTION SQ. FOOTAGE SPRINKLERS OFFICE 1,665 15 TOTAL: 1,665 15 HYDRAULIC CALCULATION DATA ACTUAL DENSITY: :1-9' GPM / 1500 SQUARE FEET DEMAND AT BASE OF RISER 373.0 GPM AT 65.9 PSI ( 0 GPM INSIDE HOSE ALLOWANCE) DEMAND AT CITY CONNECTION 623.0 GPM AT 70.5 PSI ( 250 GPM TOTAL HOSE ALLOWANCE) EA.OF WORK D FLEX LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS MAKE TYPE MODEL OUT BRKT GINTY SYM I MANUFACTURER S.I.N. TYPE MODEL .10,011.1 OSIFLE 11.4.0 maw aim woo 0/Awmv EASY FM -BRAID 48' 3/4° PA 12 EXISTING EASY FM -BRAID 72 3/4• PA 0 UNCHANGED SSP CHR CHR 5.6K 1/2 155° EASY FM -BRAID 48' 1/2 TEK UNCHANGED SSU BRZ 5.6K 1/2 155° NEW 0 RELIABLE RA1414 REC SSP FIFA 56 CHR CHR F1 5.6K 1/2" 155° BRACKET LEGEND: RELIABLE RA7216 EC SSP J112 CHR CHR F1 11.2K 3/4' 155° 13 PA = PRE -ASSEMBLED T -BAR BRACKET TBS = SHORT T -BAR BRACKET TBL = TALL T -BAR BRACKET NCB = HAT CHANNEL BRACKET TEK = (2) 1/45(1.5' TEK SCREW WI8o (2) #1051.8°WOOD SCREW TOTAL NEW 14 AFF MAT BOO 804 BOP BOT CTS F0 ITGW OFON NAS 4NDB04 ABOVE FINSHEO MOOR BOTTOM 6 BEAM BOTTOM OF CECIL BOTTOM OF JOIST BOTTOM OF PURIM BOTTOM OF 'MUSS CUT TO SIT FIELD OROBI INSIDE FACE OF WAIL OUTSIDE FACE OF WNL NO AUTO. SPFONIGERS UNLESS ROI ED OTHERWISE ABOVE BOTTOM OFJOIST 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 LE I TER 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 BUILDING INFORMATION MAINTENANCE CONTACT : MAINTENANCE PHONE : ALARM COMPANY : ALARM PHONE: ALARM CODE: ALARM PASSWORD : FIRE DEPARTMENT: FIRE DEPT. PHONE : CONTRACT WITH WIG PROPERTIES 4411 134TH PL SE BELLEVUE, WA 98006 PROJECT MANAGER : GREG EDWARDS PHONE : 253.686-6277 FAX : SUPERINTENDENT: PHONE: FAX: SITE PLAN sox CertlnaP� y� rr`• 4 4 �yJJJJ:::4� SOUTHCENTER SQUARE UITE 116 4:17250 SOUTHCENTER PKWY #116 TUKWILA, WA NTS cn fz 0 a W 0 a LLI CC 0" O z 0 H U sFs SMITH FIRE SYSTEMS, INC. 1106 54th AVE EAST TACOMA, WA 98424 CONTR. REG. NO. SMITHFS1360T Bus: (253) 928-1880 FAX: ( 253 ) 928-2350 aiSb DoceNbos� GgIllF16ATE OF DOMTERII1GY9INIP DESIGNER JOE MVO PROJECT MGR LANE L, DATE 11/29/11 SHEET JOB NO. 1 OF 1 TI11199 SCOPE OF WO ': 1. THE SCOPE OF THIS PROJECT IS TO ADD NOTIFICATION AND INITIATING DEVICES FOR THE PURPOSE OF TENANT IMPROVEMENT. GE \EAL 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 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 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 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 L❑CATI❑NS, 12. FIELD VERIFY ALL WIRING LOCATI❑NS AND REQUIREMENTS FOR HVAC AND FAN C❑NTR❑L, 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 FL❑❑R, 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 CONSTRUCTI❑N CLEAN-UP, DETECTORS THAT HAVE BEEN INSTALLED PRI❑R 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 OPERATIONS 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 OPERATION 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 CHECK❑UT, 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, FA11110 SOUTHCENTER SQUARE BLGD S SUITE 116 SILENT KNIGHT 5499 FSE Panel Circuit Area Total Wire Length Amps Current Load: EOL Voltage Standby: Alarm: SUITE 116 180 0.875 0.397 23.603 FSE A2 SUITE 112 Device Type Quantity Amps Total Amps Total SUITE 112 414 0.418 0.436 23.564 0' J 16/4 ANNUNCIATOR 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 0 NAC 2 1 0.00000 0.0000 1.06000 1.0600 14 AWG THWN NAC 3 1 0.00000 0.0000 0.41800 0.4180 0' NAC 4 1 0.00000 0.0000 0.00000 0.0000 Total Panel Loads: 0.075 Amps 2.558 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 2.558 Amps For 5 Minutes= 0.215 Amp -hours 20% Derating= 2.418 Amp -hours Total System Current Load: 2.418 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7.5 Voltage Drop Chart FA11110 SOUTHCENTER SQUARE BLDG S SUITE 116 Panel Circuit Area Total Wire Length Amps Voltage Drop EOL Voltage FSE Al SUITE 116 180 0.875 0.397 23.603 FSE A2 SUITE 112 464 1.060 1.239 22.761 FSE A3 SUITE 112 414 0.418 0.436 23.564 CALCULATI-\S 1'-0' MAX z 0 0'-4" MIN, AIR * 1 -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 I- 1 ri SPACI\G _,ETAILS WIRE LEGEND .....•:•.% •ACCEPTED HERE . 1. PULL STATION: THE OPERABLE BE LESS THAN 4'-6" PART THAN 3'-6" ABOVE 5'-0' MAX FINISHED SHALL & BE NOT NOT MORE THAN B ,I, NEVER HERE 3'-0" MIN, N WALL MOUNTED SMOKE SMOKE OR HEAT DETECTOR.,,,_FIRE 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 OF THE DETECTOR. 0' C LENS FLOOR. D 96' MAX, 80' MIN, J E 12/2 NOTIFICATION FPLR 0' F 12/2 NOTIFICATION FPLP 0' X x `1 `0 `r 14/2 N❑TIFICATI❑N FPLR Z ' FINISHED FLOOR --N MARK I- 1 ri SPACI\G _,ETAILS WIRE LEGEND SYMBOL DESCRIPTION TOTAL FT A 16/2 CONVENTI❑NAL FPLR 0' B 16/2 CONVENTI❑NAL FPLP 0' C 16/2 ADDRESSABLE FPLR 0' D 16/2 ADDRESSABLE FPLP 50' E 12/2 NOTIFICATION FPLR 0' F 12/2 NOTIFICATION FPLP 0' G 14/2 N❑TIFICATI❑N FPLR 0' H 14/2 NOTIFICATI❑N FPLP 207' 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\D DEVICE LEGEND SYMBOL DESCRIPTI❑N QTY PART MANUFACTURER MOUNTING FACP FIRE ALARM CONTROL PANEL E IFP -1000 FARENHYT SELF CONTAINED CABINET FIRE SIGNAL EXPANDER E 5499 SILENT KNIGHT SELF CONTAINED CABINET FSE 0 WALL STROBE 1 SR SYSTEM SENSOR DEEP 1G CUT IN BOX 0 CEILING HORN -STROBE 2 PC2R SYSTEM SENSOR 4S DEEP W/1G MUDRING F MANUAL PULL STATION E IDP -PULL FARENHYT 4S DEEP W/1G MUDRING DEVICE LEGE\D FROM PREVI❑US DEVICE NEW DEVICE 1 B_i F l D TO NEXT DEVICE Al -1 A1-2 A1-3 Al -4 Al -5 110cd 30cd 110cd 15cd 15cd .212mA ,107mA .212rnA ,066mA Al -6 110cd EOL ,212mA ,056mA A2-1 A2-2 A2-3 A2-4 P2-5 110cd 110cd 110cd .212mA .212mA 110cd .212mA NEW DEVICES .212mA A3-1 A3-2 15cd FSE 75cd .066mA A3-3 75cd EOL .176mA ,176mA 110cd EOL .2L2mA RISER DIAGRA V DEVICE \OTES: SDUTHCENTER PKWY WORK AREA MINKLER BLVD ALL ADDRESSES WILL BE DETERMINED AT TIME OF INSTALL. ALL ADDRESSES WILL BE NOTED ON AS -BUILT DRAWINGS, SITE PLA\ N.T.S. D TO ." 1 NEXT DEVICE FROM PREVI❑US DEVICE VACANT TENANT Ii16I A3-1 15cd A3-3 EOLd A3-2 75cd 0 N,LC, FLAG \LTES EXISTING DEVICE ADDED DEVICE FI Q Without Comments As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire ''rinvention Bureau for conformance with current City standards. Acceptance is to errors and omissions which do not authorize violations of adopted tandards and ordinances. The responsibility for the i.idequacy of design: toizily with the designer. Additions, deletim3 to thee drawings after this date will voidwill require a resubmittal of revised. =, ,;tl i, .sol >;gi.ient approval. Final acceptance is suoy:..cu o and inspection by The Tukwila Fire Prevention= ku eau. Date: /). -7-) ( By: r RE ALAV PLA\ TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Peanit No. /i and exact address for shut- down or restoration approval. NOTICE A completed, signed, Tukwili 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, 0 8 16 SCALE 1/8'=1'-0" SRISM SMITH FIRE SYSTEMS MANAGMENT COMMERCIAL •RESIDENTIAL 1106 54TH AVE EAST TACOMA, WA 98424 OFFICE (253) 248-2000 FAX (253) 926-0726 SMITHFS946LO REVISIONS: CONTRACT WITH' WIG PROPERTIES, LLC. 4811 134TH PL SE BELLEVUE, WA 98006 GREG EDWARDSON (253) 686-6277 PROJECT MANAGER' MATTHEW ABEL 253-248-2006 MABEL@SMITHFIRE,C❑M SYSTEMS DESIGNER SCOTT JERKE SJERKE@SMITHFIRE,C❑M PROJECT' SOUTHCENTER SQUARE BLDG S SUITE 116 17250 SOUTHCENTER PKWY BDLG S, SUITE 116 TUKWILA, WA 98188 PARCEL# 7888920020 DESIGNER' SCOTT JERKE DATE' 11/29/11 AHJ' TUKWILA JOB #' FA11110 SHEET #' FA 1❑ F 1 PA 1 D =