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PP - 3438 S 148TH ST - IMPACT PUBLIC SCHOOL - PERMITS AND PLANS
3438 S 148TH ST ASSOCIATED PERMITS 18-F-093 18-S-117 12-F-033 13-5-027 40113 1',4 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Submittal Address: 6300 Southcenter Blvd, Suite 209, Tu wila WA 98188 SITE LOCATION Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 0040001025 SiteAddress: 3438 S 148th Street, Tukwila WA 98168 Suite Number: Floor: Tenant Name: Impact Charter School New Tenant? D - Yes D - No Property Owner's Name: 3400 S 148TH STREET LLC Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Angie Voelpel / Keith Hillstrom Day Telephone: 253-857 2056 Company Name: Emerald Fire Mailing Address: 11021 Cramer Road KPN, Gig Harbor WA 98329 City State Zip E-mail Address: angiev®emeraldfirellc.com / Keithh@emeraldfirellc.com Fax Number: 253-857-2312 Total number of new/relocated devices or sprinkler heads: 62 Valuation of Project (contractor's bid price): $ 28,587.00 Scope of Work (please provide detailed information): Fire Sprinkler Tenant Improvement (62 New Sprinkler Heads) PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER OR UTHORIZED AGENT: Signat Print Name: Angie Voelpel Plan Permit App.doc PAID JUN 13 2018 TUKVUILA FIRE Day Telephone: Date: 6/18/18 253-857-2056 1/2/13 TFD FP Fonn 8 NIMBI CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION King Co. Assessor's Tax No.: 0040001025 Site Address: 3438 S 148th Street Tenant Name: Soka Gakkai International (SGI) Suite Number: Floor: Property Owner's Name: Soka Gakkai International Mailing Address: 3438 S 148th Street New Tenant? O - Yes Et - No Tukwila City CONTACT PERSON -if there are questions about the submittal. Name: Scott Seibert WA 98168 State Zip Day Telephone: 253-826-0099 Company Name: Fire Sprinklers Incorporated Mailing Address: 1524 45th Street E - Suite 102 Sumner WA 98390 City State Zip E-mail Address: scott@firesprinklersinc.com O Fax Number: 253-826-1033 Total number of new/relocated devices or sprinkler heads: 7 Valuation of Project (contractor's bid price): $ 1,400.00 Scope of Work (please provide detailed information): Add (6) new heads and relocate (1) head as needed for new walls. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUIL : e " ` O`• HORI 1� ENT: i Signatur Print Name: Scott Seibert Plan Permit App.doc Date: 1/22/13 Day Telephone: 253-826-0099 1/2/13 TFD FP Form 8 4431t."1144 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address: King Co. Assessor's Tax No.: 004000102501 3438 S 148th St Tenant Name: Impact Public School Suite Number: Floor: 1-4 Property Owner's Name: 3400 S 148th Street LLC Mailing Address: 11980 NE 24th St Ste #200 New Tenant? x❑ - Yes ❑ - No Bellevue WA 98005 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Steve Delimont Day Telephone: 253-638-1792 Company Name: Meridian Security & Electric Inc Mailing Address: PO Box 7171 Kent WA 98042 City State Zip E-mail Address: Steve@meridiansecurity.biz Fax Number: 253-638-0396 Contractor's City of Tukwila NICET III number: 132990 Business License number: BUS -0996814 Total number of new/relocated devices or sprinkler heads: 80 Valuation of Project (contractor's bid price): $ 37,000.00 Scope of Work (please provide detailed information): Install addressable fire alarm, as shown on drawing's. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER 0 AUTHORIZED AGENT: Signature: Print Name: Steve Delimont Plan Permit App.doc Date: 4/25/18 Day Telephone: 253-638-1792 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: SGI 3438 S 148th St Permit No.: 13-S-027 Date: January 31, 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'/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: Impact Charter School 3438 S 148th St Permit No.: 18-S-117 Date: June 29, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch Tines 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' 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. • Bracing and hanger requirements including seismic apply to all sprinkler piping as this project is a change of use. All code references are NFPA 13, 2016 Edition. Project Location: 3438 S 148th St. City: Tukwila, WA 0 0 G) Lc 0 U E u) .. cEo 0 z Z rn c T m a o` rn 4 H d 0 Margin To Source '"v a Tr .a Calculated Hose Heads Streams E in Oai m it On C 3 E at a ao Min. Pressure a .-I o+ .i C To (gpm/ft2) 1111 Z d o G Pressure @ Source ) a Required 86.7 Total Water E ac 0i in o w Area of Application (ft2) 0 co to Calc. Mode Occupancy (Model) Demand (HW) OH1 Design Area Name .. File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright m 2002-2012 Tyco Fire Protection Products Date 6/23/2018 I '1 HYDRAULIC CALCULATIONS for Job Information Project Name : Impact Charter School Contract No.: City: Tukwila, WA Project Location: 3438 S 148th St. Date: 5/30/2018 Contractor Information Name of Contractor: Emerald Fire, LLC Address: 11021 Cramer RD. KPN Phone Number: 253-857-2065 Name of Designer: D.Yates Authority Having Jurisdiction: City of Tukwila City: Gig Harbor, WA E-mail: Design Remote Area Name 1 Remote Area Location CLASSROOM ADDITION Occupancy Classification OH1 Density (gpm/ft2) 0.151 Area of Application (ft2) 1680 Coverage per Sprinkler (ft2) 324 Number of Calculated Sprinklers 9 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 350 Total Water Required (incl. Hose Streams) (gpm) 800.5 Required Pressure at Source (psi) 86.7 Type of System Wet Volume - Entire System (gal) 1889.6 gal Water Supply Information Date Location Source 5/30/18 Site W1 Notes DESIGN AREA BASED ON EXTENDED COVERAGE HEADS AT 18'x18' MAX. SPACING AND BASED ON ORDINARY HAZARD DESIGN DENSITY PER CITY OF TUKWILA REQUIREMENTS File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job : Impact Charter School File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright ® 2002-2012 Tyco Fire Protection Products Date 6/23/2018 Job : Impact Charter School Hydraulic Analysis for : 1 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (Ib•s/ft2) Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Water Supply Parameters Supply 1 : W1 Supply Analysis Flow (gpm) Pressure (psi) 0 104 2650 77 Node at Source(psi) Static Pressure Residual Pressure (psi) Flow (gpm) Available Pressure (psi) Total Demand (gpm) Required Pressure (psi) W 1 104 77 2650 101.7 800.5 86.7 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 250 100 0 Total Hose Flow (gpm) 350 Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) 450.5 0 0 Total Sprinkler Flow (gpm) 450.5 Other Required Margin of Safety (%) W1 - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 10 86.7 700.5 N/A File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 4 • IN PS 0 0 LO E 0. 0 LL 0 0 LC) 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 Co 0 0 0 0 0 0 0 u, NI' CO 0 CY) CO N. CO LO Nr CO Job : Impact Charter School isd 6amssaid File: CAUsersVates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products Date 6/23/2018 Job : Impact Charter School Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 104 S2 Supply point #2 - Residual 2650 77 D1 Elevation Pressure 0 10 D2 System Demand 700.5 86.7 D3 System Demand + Add.Out.Hose 800.5 86.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 101.3 769.8 14.4 800.5 Supply; Safety Pressure 91.4 723.6 4.3 800.5 Open Heads Head Ref. Head Type Coverage K -Factor Required Calculated Density Flow Pressure Density Flow Pressure (ft2) (gpm/psis/a) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 101 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.152 49.3 19.4 102 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.151 49 19.1 103 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.159 51.5 21.1 104 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.151 48.9 19.1 105 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.153 49.6 19.6 106 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.152 49.3 19.4 107 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.156 50.6 20.5 108 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.152 49.3 19.4 109 Overhead Sprinkler 324 11.2 0.15 48.6 19.1 0.163 52.9 22.3 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 6 Job : Impact Charter School Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft ft2 ft ft 104 HEAD 11.2 10 1506.03 Overhead Sprinkler 0 324 43.61 102 HEAD 11.2 10 1506.81 Overhead Sprinkler 0 324 57.51 108 HEAD 11.2 10 1490.03 Overhead Sprinkler 0 324 43.61 101 HEAD 11.2 10 1506.81 Overhead Sprinkler 0 324 31.47 106 HEAD 11.2 10 1490.81 Overhead Sprinkler 0 324 57.51 105 HEAD 11.2 10 1490.81 Overhead Sprinkler 0 324 31.47 107 HEAD 11.2 10 1490.81 Overhead Sprinkler 0 324 75.51 103 HEAD 11.2 10 1506.81 Overhead Sprinkler 0 324 75.51 109 HEAD 11.2 10 1485.14 Overhead Sprinkler 0 324 31.47 292 NODE 1507.81 Node bigt 0 12 58 43.61 295 NODE 1507.81 Node bigt 0 12 58 57.51 278 NODE 1489.81 Node bigt 0 12 58 43.61 289 NODE 1507.81 Node bigt 0 12 58 31.47 276 NODE 1489.81 Node bigt 0 12 58 57.51 280 NODE 1489.81 Node bigt 0 12 58 31.47 298 NODE 1507.81 Node bigt 0 12 58 75.51 274 NODE 1489.81 Node bigt 0 12 58 75.51 300 NODE 1507.81 Node bigt 0 12 58 76.51 002 NODE 1486.14 Node bigt 0 12 58 31.47 273 NODE 1489.81 Node bigt 0 12 58 76.51 318 NODE 1486.22 Node bigt 0 12 58 76.51 285 NODE 1507.81 Node bigt 0 12 58 9.92 283 NODE 1489.81 Node bigt 0 12 58 9.92 006 NODE 1486.14 Node bigt 0 12 58 9.92 249 NODE 1468.22 Node bigt 0 12 58 76.51 Date 6/23/2018 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright 0 2002-2012 Tyco Fire Protection Products Page 7 Job : Impact Charter School Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft ft2 ft ft 007 NODE 1468.14 Node bigt 0 12 58 9.92 234 NODE 12 1464.43 Node bigt 0 58 76.51 009 NODE 1464.34 Node bigt 0 12 58 9.92 220 NODE 1446.43 Node bigt 0 12 58 76.51 010 NODE 12 1446.34 Node bigt 0 58 9.92 012 NODE 1442.31 Node bigt 0 12 58 9.92 205 NODE 1442.39 Node bigt 0 12 58 76.51 014 NODE 1424.31 Node bigt 0 12 58 9.92 189 NODE 1424.39 Node bigt 0 12 58 76.51 015 NODE 1420.71 Node bigt 0 12 58 9.92 176 NODE 1420.79 Node bigt 0 12 58 76.51 182 NODE25 1403.48 Node coupling 0 18.09 152 NODE25 1408.68 Node bigt 0 82 022 NODE28 1367.91 Node bigt 0 18.09 153-0 NODE 1354.38 Node coupling 0 -4 08 -4.92 153-I NODE 1354.38 Node coupling 0 -4.93 -4.92 154-0 NODE 1354.38 Node coupling 0 -5 09 -4.92 154-I NODE 1354.38 Node coupling 0 -5 84 -4.92 157-0 NODE 1351.46 Node coupling 0 -7 98 -4.92 157-I NODE 1351.46 Node coupling 0 -8 78 -4.92 158 NODE 1351.46 Node coupling 0 -9'S -4.92 159 NODE_13 1351.46 Node bigstd90 0 -4.92 156 NODE 1330.33 Node bigt 0 -13 -4.92 h1 1421.84 Outside Hose HOSE 0 -13 143.17 001 NODE_13 1421.84 Node bigt 0 146.99 Date 6/23/2018 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\Users yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright ® 2002-2012 Tyco Fire Protection Products Page 8 . Job : Impact Charter School Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft ft2 ft ft 162 NODE 1330.33 Node bigt 0 -13 146.99 003-0 NODE 1284.88 Node coupling 0 -13 146.99 003-I NODE 1280.32 Node coupling 0 -13 146.99 W1 SUPPLY 1272.83 Supply 0 -13 146.99 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job : Impact Charter School Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Path # Pipe Ref. Type Hgroup Schedule Size HWC Rough. Fittings Eq.Len. Length Total Len. Flow Velocity Fr.Resist. Loss Frict. Vel.Pres. Loss Elev. Start End in ft ft ft gpm ft/s psi/ft psi psi psi 1 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 48.9 0.6803 2.2 292 337 PIPE 1 0.004 5 26.5 18.17 18 -1.1 104 1 Brline 10 120 1(bigt-Run); 12.14 37 0.0408 0.2 289 338 PIPE 1.5 0.004 5.35 0.5 0 292 1 Brline 10 120 1(bigt-Run);1(bigt-Br); 21.55 86.2 0.196 1 285 341 PIPE 1.5 0.004 9.84 31.39 12.48 6.2 0 289 1 Cmain 10 120 1(bigt-Run); 18 86.2 0.0219 0.2 283 345 PIPE 2.5 0.004 5.07 0.4 0 285 1 Cmain 10 120 1(bigt-Run); 3.67 171.9 0.0785 0.7 006 317 PIPE 2.5 0.004 10.11 0.3 0 283 1 Cmain 10 120 1(bigt-Run); 18 208.9 0.1127 1 007 316 PIPE 2.5 0.004 12.29 2 0 006 1 Cmain 10 120 1(bigt-Run); 3.8 216.5 0.1204 1.1 009 290 PIPE 2.5 0.004 12.74 0.5 0 007 1 Cmain 10 120 1(bigt-Run); 18 222.4 0.1266 1.2 010 289 PIPE 2.5 0.004 13.09 2.3 0 009 1 Cmain 10 120 1(bigt-Run); 4.04 224 0.1283 1.2 012 262 PIPE 2.5 0.004 13.18 0.5 0 010 1 Cmain 10 120 1(bigt-Run); 18 223.8 0.128 1.2 014 260 PIPE 2.5 0.004 13.17 2.3 0 012 1 Cmain 10 120 1(bigt-Run); 3'6 219.9 0.1239 1.1 015 232 PIPE 2.5 0.004 12.94 0.4 0 014 1 Cmain 10 120 1(coupling);3(bigstd90); 37.82 214.6 0.1184 1.1 182 228 PIPE 2.5 0.004 16.89 54.7 12.62 6.5 -5.4 015 1 Cmain 10 120 1(bigt-Br);2(bigstd90); 38.87 214.6 0.042 0.5 022 231 PIPE 3 0.004 38.97 77.84 8.25 3.3 -1.3 182 1 Cmain 10 120 i(coupling);5(bigstd90);1(bigt-Run 87.96 450.5 0.0451 0.7 153-0 017 PIPE 40.004 44.11 132.07 10.14 6 13.9 022 1 VALVE AV -1 Check 0 0 85 450.5 1.5669 0 153-I 452 VALVE 4 0 0 1.3 0.4 153-0 1 Cmain 10 120 1(coupling); 0.16 450.5 0.0451 0.7 154-0 016 PIPE 4 0.004 10.14 0 0.1 153-I 1 VALVE Gate A2360 0 0 450.5 0.52 0 154-I 451 VALVE 4 0 75 0 0.4 0.3 154-0 1 Cmain 10 120 1(coupling);1(bigt-Br);1(bigstd90); 5.06 450.5 0.0451 0.7 157-0 013 PIPE 4 0.004 30.94 36 10.14 1.6 0.9 154-I 1 VALVE CV -1F Check 0 0'8 450.5 1.3656 0 157-I 450 VALVE 4 0 0 1.1 0.3 157-0 1 Cmain 10 120 1(coupling); 450.5 0.0451 0.7 158 012 PIPE 4 0.004 0.72 10.14 0.0 0.3 157-I 1 Cmain DI350 140 1(bigstd90); 3.5 450.5 0.0324 0.7 159 011 PIPE 4 0.0018 12.28 15.78 9.95 0.5 1.5 158 1 Cmain DI350 140 1(bigt-Br); 21.13 450.5 0.0047 0.1 156 010 PIPE 6 0.0018 43.72 64.85 4.49 0.3 0 159 1 Cmain DI350 140 1(bigt-Br); 151.91 335 0.0027 0.1 162 005 PIPE 6 0.0018 43.72 195.63 3.34 0.5 0 156 1 Cmain DI350 140 1(coupling); 45.45 700.5 0.0026 0.1 003-0 003 PIPE 8 0.0018 3.91 0.1 0 162 1 BFP WILKINS 350A 0 4.56 700.5 0.5554 0 003-I 449 BFP 8 0 0 2.5 0 003-0 Date 6/23/2018 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products Page 10 Job : Impact Charter School Start Disch. End Disch. Start Tot.Pres. End Tot.Pres. gpm gpm psi psi 36 48.9 19.1 36.5 36 42.7 36.5 43 42.7 43.3 43 45.4 43.3 45.8 45.4 48.1 45.8 48.6 48.1 50.9 48.6 51.4 50.9 52.5 51.4 54.4 52.5 74.3 54.4 76 74.3 76.1 76 76.8 76.1 79.3 76.8 80.8 79.3 81.1 80.8 83.2 81.1 83.5 83.2 84 83.5 84.1 84 86.6 84.1 Date 6/23/2018 Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Data File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright 0 2002-2012 Tyco Fire Protection Products Page 11 Job : Impact Charter School Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Path # Pipe Ref. Type Hgroup Schedule Size HWC Rough. Fittings Eq.Len. Length Total Len. Flow Velocity Fr.Resist. Loss Frict. Vel.Pres. Loss Elev. Start End in ft ft ft gpm ft/s psi/ft psi psi psi 1 004 Cmain PIPE DI350 8 140 0.0018 7.49 700.5 3.91 0.0026 0.0 0.1 0 W1 003-I 2 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 49 0.6816 2.2 295 334 PIPE 1 0.004 5 26.5 18.19 18.1 -1.1 102 2 Brline 10 120 1(bigt-Run); 18 61 0.1032 0.5 298 333 PIPE 1.5 0.004 8.83 1.9 0 295 2 Brline 10 120 1(bigt-Br); 1 112.5 0.3205 1.8 300 331 PIPE 1.5 0.004 9.84 10.84 16.28 3.5 0 298 2 Cmain 10 120 1(bigt-Run); 18 112.5 0.0358 0.3 273 329 PIPE 2.5 0.004 6.62 0.6 0 300 2 Cmain 10 120 1(bigt-Run); 3.59 225.7 0.13 1.2 318 328 PIPE 2.5 0.004 13.28 0.5 0 273 2 Cmain 10 120 1(bigt-Run); 18 241.6 0.1475 1.4 249 302 PIPE 2.5 0.004 14.22 2.7 0 318 2 Cmain 10 120 1(bigt-Run); 3.8 234 0.139 1.3 234 301 PIPE 2.5 0.004 13.77 0.5 0 249 2 Cmain 10 120 1(bigt-Run); 18 228.1 0.1326 1.2 220 273 PIPE 2.5 0.004 13.42 2.4 0 234 2 272 Cmain PIPE 10 2.5 120 0.004 1(bigt-Run);13.33 4.04 226.5 0.1309 0.5 1.2 0 205 220 2 Cmain 10 120 1(bigt-Run); 226.7 0.1311 1.2 189 244 PIPE 2.5 0.004 18 13.34 2.4 0 205 2 Cmain 10 120 1(bigt-Run); 3.6 230.6 0.1353 1.2 176 243 PIPE 2.5 0.004 13.57 0.5 0 189 2 Cmain 10 120 1(bigt-Br);2(bigstd90); 30.03 235.9 0.1412 1.3 152 207 PIPE 2.5 0.004 25.4 55.42 13.88 7.8 -5.4 176 2 Cmain 10 120 2(bigt-Run);3(bigstd90); 107.67 235.9 0.0136 0.2 022 139 PIPE 4 0.004 26.47 134.14 5.31 1.8 -1.3 152 3 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 49.3 0.689 2.3 278 350 PIPE 1 0.004 5 26.5 18.3 18.3 -1.1 108 3 322 Brline PIPE 10 1.5 120 0.004 1(bigt-Run); 12.14 36 5.22 0.0389 0.5 0.2 0 280 278 3 Brline 10 120 1(bigt-Run);1(bigt-Br); 21.55 85.6 0.1935 1 283 319 PIPE 1.5 0.004 9.84 31.39 12.4 6.1 0 280 4 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 49.3 0.689 2.3 289 340 PIPE 1 0.004 5 26.5 18.3 18.3 -1.1 101 5 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 49.3 0.6905 2.3 276 349 PIPE 1 0.004 5 26.5 18.32 18.3 -1.1 106 5 Brline 10 120 1(bigt-Run); 62.6 0.1082 0.6 274 326 PIPE 1.5 0.004 18 9.06 1.9 0 276 5 Brline 10 120 1(bigt-Br); 1 113.2 0.3245 1.8 273 327 PIPE 1.5 0.004 9.84 10.84 16.39 3.5 0 274 6 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 49.6 0.6973 2.3 280 351 PIPE 1 0.004 5 26.5 18.41 18.5 -1.1 105 7 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 50.6 0.7247 2.4 274 348 PIPE 1 0.004 5 26.5 18.8 19.2 -1.1 107 8 Brline 40 120 1(Flex-48");1(bigt-Br); 19 51.5 0.747 2.5 298 332 PIPE 1 0.004 5 24 19.11 17.9 -1.1 103 9 Brline 40 120 1(Flex-48");1(bigt-Br); 21.5 52.9 0.7863 2.6 002 311 PIPE 1 0.004 5 26.5 19.65 20.8 -1.1 109 Date 6/23/2018 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job : Impact Charter School Start Disch. End Disch. Start Tot.Pres. End Tot.Pres. gpm gpm psi psi -700.5 86.7 86.6 36.1 49 19.1 37.9 36.1 41.4 37.9 42.1 41.4 42.5 42.1 45.2 42.5 45.7 45.2 48.1 45.7 48.6 48.1 51 48.6 51.5 51 53.9 51.5 54.4 53.9 36.5 49.3 19.4 37 36.5 43 37 36.5 49.3 19.4 36.6 49.3 19.4 38.5 36.6 42.1 38.5 37 49.6 19.6 38.5 50.6 20.5 37.9 51.5 21.1 42.1 52.9 22.3 Date 6/23/2018 Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Data File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job : Impact Charter School Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Path # Pipe Ref. Type Hgroup Schedule Size HWC Rough. Fittings Eq.Len. Length Total Len. Flow Velocity Fr.Resist. Loss Frict. Vel.Pres. Loss Elev. Start End in ft ft ft gpm ft/s psi/ft psi psi psi 9 Brline 10 120 1(bigt-Run);1(bigt-Br); 21.55 37 0.0409 0.2 006 312 PIPE 1.5 0.004 9.84 31.39 5.36 1.3 0 002 10 Cmain DI350 140 1(bigt-Br); 3.82 250 0.0016 0.0 001 001 PIPE 6 0.0018 43.72 47.54 2.49 0.1 0 hl 10 Cmain DI350 140 1(bigt-Run); 365.6 0.0032 0.1 162 002 PIPE 6 0.0018 91.51 3.65 0.3 0 001 11 Brline 10 120 1(bigt-Run); 12 0.0051 0.0 295 335 PIPE 1.5 0.004 13.9 1.74 0.1 0 292 12 Brline 10 120 5(bigt-Run);2(bigt-Br); 66.59 0.2 0 0 205 246 PIPE 1.5 0.004 19.68 86.27 0.03 0 0 012 13 Brline 10 120 5(bigt-Run);2(bigt-Br); 66.58 3.9 0.0006 0 189 233 PIPE 1.5 0.004 19.68 86.26 0.57 0.1 0 014 14 Brline 10 120 4(bigt-Run);2(bigt-Br); 66.59 5.3 0.0011 0 176 212 PIPE 1.5 0.004 19.68 86.27 0.77 0.1 0 015 15 Cmain DI350 140 1(bigt-Run);3(bigstd90); 579.45 115.6 0.0004 0 001 009 PIPE 6 0.0018 52.36 631.81 1.15 0.2 0 156 16 Brline 10 120 5(bigt-Run);2(bigt-Br); 66.58 7.6 0.0022 0 007 292 PIPE 1.5 0.004 19.68 86.27 1.1 0.2 0 249 17 Brline 10 120 5(bigt-Run);2(bigt-Br); 66.59 5.9 0.0014 0 009 275 PIPE 1.5 0.004 19.68 86.27 0.86 0.1 0 234 18 Brline 10 120 4(bigt-Run);2(bigt-Br); 66.59 1.6 0.0001 0 010 264 PIPE 1.5 0.004 19.68 86.27 0.23 0.0 0 220 19 Brline 10 120 1(bigt-Run); 13.2 0.0061 0.0 276 324 PIPE 1.5 0.004 13.9 1.92 0.1 0 278 20 Brline 10 120 2(bigt-Run);1(bigt-Br); 45.03 15.9 0.0086 0.0 318 304 PIPE 1.5 0.004 9.84 54.88 2.3 0.5 0 002 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright ® 2002-2012 Tyco Fire Protection Products Page 14 Job : Impact Charter School Pipe Data Start Disch. End Disch. Start Tot.Pres. End Tot.Pres. gpm gpm psi psi 43.3 42.1 83.7 250 83.6 84 83.7 36.1 36 48.6 48.6 51 50.9 51.5 51.4 83.7 83.5 45.4 45.2 45.8 45.7 48.1 48.1 36.6 36.5 42.5 42.1 Hydraulic Calculations / Fluid Delivery Time Analysis File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 ' Job narte: Impact Charter School PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (9Pm/Psi1/2) (gpm) (in) (ft) (ft) (psi) (psi) 104 10 11.2 48.9 1 1x(bigt-Br)=5 21.5 120 19.1 Flex -48" 292 12.58 48.9 1.049 5 0.6803 -1.1 26.5 18 292 12.58 -12 1.5 12.14 120 36 289 12.58 37 1.68 0 0.0408 0 12.14 0.5 289 12.58 49.3 1.5 lx(bigt-Br)=9.84 21.55 120 36.5 285 12.58 86.2 1.68 9.84 0.196 0 31.39 6.2 285 12.58 0 2.5 18 120 42.7 283 12.58 86.2 2.635 0 0.0219 0 18 0.4 283 12.58 85.6 2.5 3.67 120 43 006 12.58 171.9 2.635 0 0.0785 0 3.67 0.3 006 12.58 37 2.5 18 120 43.3 007 12.58 208.9 2.635 0 0.1127 0 18 2 007 12.58 7.6 2.5 3.8 120 45.4 009 12.58 216.5 2.635 0 0.1204 0 3.8 0.5 009 12.58 5.9 2.5 18 120 45.8 010 12.58 222.4 2.635 0 0.1266 0 18 2.3 010 12.58 1.6 2.5 4.04 120 48.1 012 12.58 224 2.635 0 0.1283 0 4.04 0.5 012 12.58 -0.2 2.5 18 120 48.6 014 12.58 223.8 2.635 0 0.128 0 18 2.3 014 12.58 -3.9 2.5 3.6 120 50.9 015 12.58 219.9 2.635 0 0.1239 0 3.6 0.4 015 12.58 -5.3 2.5 3x(bigstd90)=16.89 37.82 120 51.4 182 25 214.6 2.635 16.89 0.1184 -5.4 54.7 6.5 182 25 0 3 lx(bigt-Br)=20.16 38.87 120 52.5 022 28 214.6 3.26 2x(bigstd90)=18.82 38.97 0.042 -1.3 77.84 3.3 022 28 235.9 4 5x(bigstd90)=44.11 87.96 120 54.4 153-0 -4.08 450.5 4.26 44.11 0.0451 13.9 132.07 6 153-0 -4.08 0 4 0.85 0 74.3 AV -1 Check 153-I -4.93 450.5 0 0 1.5669 0.4 *** 0.85 1.3 153-I -4.93 0 4 0.16 120 76 154-0 -5.09 450.5 4.26 0 0.0451 0.1 0.16 0 154-0 -5.09 0 4 0.75 0 76.1 Gate A2360 154-I -5.84 450.5 0 0 0.52 0.3 *** 0.75 0.4 154-I -5.84 0 4 lx(bigt-Br)=22.12 5.06 120 76.8 157-0 -7.98 450.5 4.26 lx(bigstd90)=8.82 30.94 0.0451 0.9 36 1.6 © 2006 National Fire Protection Association Page 16 Job nante: Impact Charter School PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (9Pm/Psis/:) (gpm) (in) (ft) (ft) (Psi) (psi) 157-0 -7.98 0 4 0.8 0 79.3 CV -1F Check 157-I -8.78 450.5 0 0 1.3656 0.3 *** 0.8 1.1 157-I -8.78 0 4 0.72 120 80.8 158 -9.5 450.5 4.26 0 0.0451 0.3 0.72 0.0 158 -9.5 0 4 1x(bigstd90)=12.28 3.5 140 81.1 159 -13 450.5 4.3 12.28 0.0324 1.5 15.78 0.5 159 -13 0 6 lx(bigt-Br)=43.72 21.13 140 83.2 156 -13 450.5 6.4 43.72 0.0047 0 64.85 0.3 156 -13 -115.6 6 lx(bigt-Br)=43.72 151.91 140 83.5 162 -13 335 6.4 43.72 0.0027 0 195.63 0.5 162 -13 365.6 8 45.45 140 84 003-0 -13 700.5 8.55 0 0.0026 0 45.45 0.1 003-0 -13 0 8 4.56 0 84.1 WILKINS 003-I -13 700.5 0 0 0.5554 0 350A 4.56 2.5 *** 003-I -13 0 8 7.49 140 86.6 W1 -13 700.5 8.55 0 0.0026 0 7.49 0.0 102 10 11.2 49 1 lx(bigt-Br)=5 21.5 120 19.1 Flex -48" 295 12.58 49 1.049 5 0.6816 -1.1 26.5 18.1 295 12.58 12 1.5 18 120 36.1 298 12.58 61 1.68 0 0.1032 0 18 1.9 298 12.58 51.5 1.5 lx(bigt-Br)=9.84 1 120 37.9 300 12.58 112.5 1.68 9.84 0.3205 0 10.84 3.5 300 12.58 0 2.5 18 120 41.4 273 12.58 112.5 2.635 0 0.0358 0 18 0.6 273 12.58 113.2 2.5 3.59 120 42.1 318 12.58 225.7 2.635 0 0.13 0 3.59 0.5 318 12.58 15.9 2.5 18 120 42.5 249 12.58 241.6 2.635 0 0.1475 0 18 2.7 249 12.58 -7.6 2.5 3.8 120 45.2 234 12.58 234 2.635 0 0.139 0 3.8 0.5 234 12.58 -5.9 2.5 18 120 45.7 220 12.58 228.1 2.635 0 0.1326 0 18 2.4 220 12.58 -1.6 2.5 4.04 120 48.1 205 12.58 226.5 2.635 0 0.1309 0 4.04 0.5 205 12.58 0.2 2.5 18 120 48.6 189 12.58 226.7 2.635 0 0.1311 0 18 2.4 © 2006 National Fire Protection Association Page 17 ` Job narrfe: Impact Charter School PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (9Pm/Psh1/2) (gpm) (in) (ft) (ft) (psi) (psi) 189 12.58 3.9 2.5 3.6 120 51 176 12.58 230.6 2.635 0 0.1353 0 3.6 0.5 176 12.58 5.3 2.5 lx(bigt-Br)=14.14 30.03 120 51.5 152 25 235.9 2.635 2x(bigstd90)=11.26 25.4 0.1412 -5.4 55.42 7.8 152 25 0 4 3x(bigstd90)=26.47 107.67 120 53.9 022 28 235.9 4.26 26.47 0.0136 -1.3 134.14 1.8 108 10 11.2 49.3 1 lx(bigt-Br)=5 21.5 120 19.4 Flex -48" 278 12.58 49.3 1.049 5 0.689 -1.1 26.5 18.3 278 12.58 -13.2 1.5 12.14 120 36.5 280 12.58 36 1.68 0 0.0389 0 12.14 0.5 280 12.58 49.6 1.5 lx(bigt-Br)=9.84 21.55 120 37 283 12.58 85.6 1.68 9.84 0.1935 0 31.39 6.1 101 10 11.2 49.3 1 lx(bigt-Br)=5 21.5 120 19.4 Flex -48" 289 12.58 49.3 1.049 5 0.689 -1.1 26.5 18.3 106 10 11.2 49.3 1 lx(bigt-Br)=5 21.5 120 19.4 Flex -48" 276 12.58 49.3 1.049 5 0.6905 -1.1 26.5 18.3 276 12.58 13.2 1.5 18 120 36.6 274 12.58 62.6 1.68 0 0.1082 0 18 1.9 274 12.58 50.6 1.5 lx(bigt-Br)=9.84 1 120 38.5 273 12.58 113.2 1.68 9.84 0.3245 0 10.84 3.5 105 10 11.2 49.6 1 1x(bigt-Br)=5 21.5 120 19.6 Flex -48" 280 12.58 49.6 1.049 5 0.6973 -1.1 26.5 18.5 107 10 11.2 50.6 1 lx(bigt-Br)=5 21.5 120 20.5 Flex -48" 274 12.58 50.6 1.049 5 0.7247 -1.1 26.5 19.2 103 10 11.2 51.5 1 lx(bigt-Br)=5 19 120 21.1 Flex -48" 298 12.58 51.5 1.049 5 0.747 -1.1 24 17.9 109 10 11.2 52.9 1 1x(bigt-Br)=5 21.5 120 22.3 Flex -48" 002 12.58 52.9 1.049 5 0.7863 -1.1 26.5 20.8 002 12.58 -15.9 1.5 lx(bigt-Br)=9.84 21.55 120 42.1 006 12.58 37 1.68 9.84 0.0409 0 31.39 1.3 hl -13 250 6 lx(bigt-Br)=43.72 3.82 140 83.6 001 -13 250 6.4 43.72 0.0016 0 47.54 0.1 001 -13 115.6 6 91.51 140 83.7 162 -13 365.6 6.4 0 0.0032 0 91.51 0.3 292 12.58 0 1.5 13.9 120 36 295 12.58 12 1.68 0 0.0051 0 13.9 0.1 © 2006 National Fire Protection Association Page 18 Job narfie: Impact Charter School PIPE INFORMATION Sheet number: Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added(q)* Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES (ft) (9Pm/Psi1/2) (gpm) (In) (ft) (ft) (psi) (psi) 012 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 48.6 205 12.58 0.2 1.68 19.68 0 0 86.27 0 014 12.58 0 1.5 2x(bigt-Br)=19.68 66.58 120 50.9 189 12.58 3.9 1.68 19.68 0.0006 0 86.26 0.1 015 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 51.4 176 12.58 5.3 1.68 19.68 0.0011 0 86.27 0.1 156 -13 0 6 3x(bigstd90)=52.36 579.45 140 83.5 001 -13 115.6 6.4 52.36 0.0004 0 631.81 0.2 249 12.58 0 1.5 2x(bigt-Br)=19.68 66.58 120 45.2 007 12.58 7.6 1.68 19.68 0.0022 0 86.27 0.2 234 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 45.7 009 12.58 5.9 1.68 19.68 0.0014 0 86.27 0.1 220 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 48.1 010 12.58 1.6 1.68 19.68 0.0001 0 86.27 0.0 278 12.58 0 1.5 13.9 120 36.5 276 12.58 13.2 1.68 0 0.0061 0 13.9 0.1 002 12.58 0 1.5 lx(bigt-Br)=9.84 45.03 120 42.1 318 12.58 15.9 1.68 9.84 0.0086 0 54.88 0.5 * Discharge shown for flowing nodes only © 2006 National Fire Protection Association Page 19 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 292 (ft) (gpm/psi1/2) (gpm) (In) (ft) (ft) (psi) (psi) Path No: 1 104 10 11.2 48.9 1 lx(bigt-Br)=5 21.5 120 19.1 Flex -48" 292 12.58 48.9 1.049 5 0.6803 -1.1 26.5 18 292 12.58 -12 1.5 12.14 120 36 289 12.58 37 1.68 0 0.0408 0 12.14 0.5 289 12.58 49.3 1.5 lx(bigt-Br)=9.84 21.55 120 36.5 285 12.58 86.2 1.68 9.84 0.196 0 31.39 6.2 285 12.58 0 2.5 18 120 42.7 283 12.58 86.2 2.635 0 0.0219 0 18 0.4 283 12.58 85.6 2.5 3.67 120 43 006 12.58 171.9 2.635 0 0.0785 0 3.67 0.3 006 12.58 37 2.5 18 120 43.3 007 12.58 208.9 2.635 0 0.1127 0 18 2 007 12.58 7.6 2.5 3.8 120 45.4 009 12.58 216.5 2.635 0 0.1204 0 3.8 0.5 009 12.58 5.9 2.5 18 120 45.8 010 12.58 222.4 2.635 0 0.1266 0 18 2.3 010 12.58 1.6 2.5 4.04 120 48.1 012 12.58 224 2.635 0 0.1283 0 4.04 0.5 012 12.58 -0.2 2.5 18 120 48.6 014 12.58 223.8 2.635 0 0.128 0 18 2.3 014 12.58 -3.9 2.5 3.6 120 50.9 015 12.58 219.9 2.635 0 0.1239 0 3.6 0.4 015 12.58 -5.3 2.5 3x(bigstd90)=16.89 37.82 120 51.4 182 25 214.6 2.635 16.89 0.1184 -5.4 54.7 6.5 182 25 0 3 lx(bigt-Br)=20.16 38.87 120 52.5 022 28 214.6 3.26 2x(bigstd90)=18.82 38.97 0.042 -1.3 77.84 3.3 022 28 235.9 4 5x(bigstd90)=44.11 87.96 120 54.4 153-0 -4.08 450.5 4.26 44.11 0.0451 13.9 132.07 6 153-0 -4.08 0 4 0.85 0 74.3 AV -1 Check 153-I -4.93 450.5 0 0 1.5669 0.4 *** 0.85 1.3 153-I -4.93 0 4 0.16 120 76 154-0 -5.09 450.5 4.26 0 0.0451 0.1 0.16 0 Date 6/23/2018 File: C:\Users\gates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright 0 2002-2012 Tyco Fire Protection Products Page 20 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 154-I (ft) (gpm/psi'/z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 154-0 154-I -5.09 -5.84 0 450.5 4 0 0.75 0 0.75 0 0.52 76.1 0.3 0.4 Gate A2360 *** 154-I -5.84 0 4 lx(bigt-Br)=22.12 5.06 120 76.8 157-0 -7.98 450.5 4.26 1x(bigstd90)=8.82 30.94 0.0451 0.9 36 1.6 157-0 -7.98 0 4 0.8 0 79.3 CV -1F Check 157-I -8.78 450.5 0 0 1.3656 0.3 *** 0.8 1.1 157-I -8.78 0 4 0.72 120 80.8 158 -9.5 450.5 4.26 0 0.0451 0.3 0.72 0.0 158 -9.5 0 4 lx(bigstd90)=12.28 3.5 140 81.1 159 -13 450.5 4.3 12.28 0.0324 1.5 15.78 0.5 159 -13 0 6 1x(bigt-Br)=43.72 21.13 140 83.2 156 -13 450.5 6.4 43.72 0.0047 0 64.85 0.3 156 -13 -115.6 6 1x(bigt-Br)=43.72 151.91 140 83.5 162 -13 335 6.4 43.72 0.0027 0 195.63 0.5 162 -13 365.6 8 45.45 140 84 003-0 -13 700.5 8.55 0 0.0026 0 45.45 0.1 003-0 -13 0 8 4.56 0 84.1 WILKINS 003-I -13 700.5 0 0 0.5554 0 350A 4.56 2.5 *** 003-I -13 0 8 7.49 140 86.6 W1 -13 700.5 8.55 0 0.0026 0 7.49 0.0 W1 86.7 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright 0 2002-2012 Tyco Fire Protection Products Page 21 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Path No: 2 102 10 11.2 49 1 1x(bigt-Br)=5 21.5 120 19.1 Flex -48" 295 12.58 49 1.049 5 0.6816 -1.1 280 12.58 36 1.68 26.5 0.0389 18.1 295 12.58 12 1.5 18 120 36.1 298 12.58 61 1.68 1x(bigt-Br)=9.84 0 0.1032 0 283 12.58 85.6 1.68 18 0.1935 1.9 298 12.58 51.5 1.5 lx(bigt-Br)=9.84 1 120 37.9 300 12.58 112.5 1.68 9.84 0.3205 0 10.84 3.5 300 12.58 0 2.5 18 120 41.4 273 12.58 112.5 2.635 0 0.0358 0 18 0.6 273 12.58 113.2 2.5 3.59 120 42.1 318 12.58 225.7 2.635 0 0.13 0 3.59 0.5 318 12.58 15.9 2.5 18 120 42.5 249 12.58 241.6 2.635 0 0.1475 0 18 2.7 249 12.58 -7.6 2.5 3.8 120 45.2 234 12.58 234 2.635 0 0.139 0 3.8 0.5 234 12.58 -5.9 2.5 18 120 45.7 220 12.58 228.1 2.635 0 0.1326 0 18 2.4 220 12.58 -1.6 2.5 4.04 120 48.1 205 12.58 226.5 2.635 0 0.1309 0 4.04 0.5 205 12.58 0.2 2.5 18 120 48.6 189 12.58 226.7 2.635 0 0.1311 0 18 2.4 189 12.58 3.9 2.5 3.6 120 51 176 12.58 230.6 2.635 0 0.1353 0 3.6 0.5 176 12.58 5.3 2.5 lx(bigt-Br)=14.14 30.03 120 51.5 152 25 235.9 2.635 2x(bigstd90)=11.26 25.4 0.1412 -5.4 55.42 7.8 152 25 0 4 3x(bigstd90)=26.47 107.67 120 53.9 022 28 235.9 4.26 26.47 0.0136 -1.3 134.14 1.8 022 54.4 Path No: 3 108 278 10 12.58 11.2 49.3 49.3 1 1.049 lx(bigt-Br)=5 21.5 5 26.5 120 0.689 19.4 -1.1 18.3 Flex -48" 278 12.58 -13.2 1.5 12.14 120 36.5 280 12.58 36 1.68 0 0.0389 0 12.14 0.5 280 12.58 49.6 1.5 1x(bigt-Br)=9.84 21.55 120 37 283 12.58 85.6 1.68 9.84 0.1935 0 31.39 6.1 283 43 Date 6/23/2018 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright ® 2002-2012 Tyco Fire Protection Products Page 22 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Path No: 4 101 10 11.2 49.3 1 lx(bigt-Br)=5 21.5 120 19.4 Flex -48" 289 12.58 49.3 1.049 5 0.689 -1.1 274 12.58 62.6 1.68 26.5 0.1082 18.3 289 36.5 Path No: 5 106 276 10 12.58 11.2 49.3 49.3 1 1.049 lx(bigt-Br)=5 21.5 5 26.5 120 0.6905 19.4 -1.1 18.3 Flex -48" 276 12.58 13.2 1.5 18 120 36.6 274 12.58 62.6 1.68 0 0.1082 0 280 37 12.58 -15.9 1.5 1x(bigt-Br)=9.84 18 120 1.9 274 12.58 50.6 1.5 lx(bigt-Br)=9.84 1 120 38.5 273 12.58 113.2 1.68 9.84 0.3245 0 006 43.3 10.84 3.5 273 42.1 Path No: 6 105 10 11.2 49.6 1 1x(bigt-Br)=5 21.5 120 19.6 Flex -48" 280 12.58 49.6 1.049 5 0.6973 -1.1 26.5 18.5 280 37 Path No: 7 107 10 11.2 50.6 1 lx(bigt-Br)=5 21.5 120 20.5 Flex -48" 274 12.58 50.6 1.049 5 0.7247 -1.1 26.5 19.2 274 38.5 Path No: 8 103 10 11.2 51.5 1 lx(bigt-Br)=5 19 120 21.1 Flex -48" 298 12.58 51.5 1.049 5 0.747 -1.1 24 17.9 298 37.9 Path No: 9 109 10 11.2 52.9 1 lx(bigt-Br)=5 21.5 120 22.3 Flex -48" 002 12.58 52.9 1.049 5 0.7863 -1.1 26.5 20.8 002 12.58 -15.9 1.5 1x(bigt-Br)=9.84 21.55 120 42.1 006 12.58 37 1.68 9.84 0.0409 0 31.39 1.3 006 43.3 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright ® 2002-2012 Tyco Fire Protection Products Page 23 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Node 1 Node 2 Elev 1 Elev 2 K -Factor 1 K -Factor 2 Flow added (q) Total flow (Q) Nominal ID Actual ID Fittings quantity x (name) = length L F T C Factor Pf per ft total (Pt) elev (Pe) frict (Pf) NOTES 001 (ft) (gpm/Psi'h) (gPm) (in) (ft) (ft) (psi) (psi) Path No: 10 h1 -13 250 6 1x(bigt-Br)=43.72 3.82 140 83.6 001 -13 250 6.4 43.72 0.0016 0 47.54 0.1 001 -13 115.6 6 91.51 140 83.7 162 -13 365.6 6.4 0 0.0032 0 91.51 0.3 162 84 Path No: 11 292 12.58 0 1.5 2x(bigt-Br)=19.68 13.9 120 36 295 12.58 12 1.68 0 0.0051 0 13.9 0.1 295 36.1 Path No: 12 012 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 48.6 205 12.58 0.2 1.68 19.68 0 0 86.27 0 205 48.6 Path No: 13 014 12.58 0 1.5 2x(bigt-Br)=19.68 66.58 120 50.9 189 12.58 3.9 1.68 19.68 0.0006 0 86.26 0.1 189 51 Path No: 14 015 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 51.4 176 12.58 5.3 1.68 19.68 0.0011 0 86.27 0.1 176 51.5 Path No: 15 156 -13 0 6 3x(bigstd90)=52.36 579.45 140 83.5 001 -13 115.6 6.4 52.36 0.0004 0 631.81 0.2 001 83.7 Path No: 16 249 12.58 0 1.5 2x(bigt-Br)=19.68 66.58 120 45.2 007 12.58 7.6 1.68 19.68 0.0022 0 86.27 0.2 007 45.4 Date 6/23/2018 File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products Page 24 Job : Impact Charter School PIPE INFORMATION Hydraulic Calculations Path No: 17 234 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 45.7 009 12.58 5.9 1.68 19.68 0.0014 0 86.27 0.1 009 45.8 Path No: 18 220 12.58 0 1.5 2x(bigt-Br)=19.68 66.59 120 48.1 010 12.58 1.6 1.68 19.68 0.0001 0 86.27 0.0 010 48.1 Path No: 19 278 12.58 0 1.5 lx(bigt-Br)=9.84 13.9 120 36.5 276 12.58 13.2 1.68 0 0.0061 0 13.9 0.1 276 36.6 Path No: 20 002 12.58 0 1.5 lx(bigt-Br)=9.84 45.03 120 42.1 318 12.58 15.9 1.68 9.84 0.0086 0 54.88 0.5 318 42.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 19.65 ft/s occurs in the following pipe(s): (002-109) *** Device pressure Toss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve -based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\Users\yates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright © 2002-2012 Tyco Fire Protection Products Page 25 ,JotImpact Charter School Pressure, psi Pressure, psi Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 115: 110 105 100: 95 : 90 85 : 80 75 : 70 : 65 60 55 : 50 : 45 : 40 35 : 30: 25 ; 20 : 15 : 10 : 5 : o 0 o 0 0 o 0 000 oo 00 0 0 0 e, Flow, gpm 0 Pressure Loss Function Design Area: 1; BFP Ref.: 449 (WILKINS 350A, Size = 8); Inlet Node: 003-1; Outlet Node: 003-0 6.81- 5.81 4.81- 3.81- 2.81- 1.81- 0.8 I - 2.5 psi @ 700.5 gpm 0 0 0 0 0 0 0 0 Flow, gpm File: C:\Users\yates\appdata\Iocal\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright 2002-2012 Tyco Fire Protection Products Page 26 'iJob: Impact Charter School Pressure, psi a. a. 4.5- 3.5 2.5 1.5 0.5 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 450 (CV -1F Check, Size = 4); Inlet Node: 157-1; Outlet Node: 157-0 m 1.1 psi @ 450.5 gpm 0 Flow, gpm 0 b Pressure Loss Function Design Area: 1; Valve Ref.: 451 (Gate A2360, Size = 4); Inlet Node: 154-1; Outlet Node: 154-0 0 0 0.743- 0.243-- 0.4 psi @ 450.5 gpm Date 6/23/2018 0 0 N Flow, gpm 0 0 File: CAUsersVates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Copyright © 2002-2012 Tyco Fire Protection Products 00 0 00 0 N Page 27 'Job t Imtiact Charter School Pressure, psi 3.9 3.4 2.9 2.4 1.9 1.4 0.9 0.4 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 452 (AV -1 Check, Size = 4); Inlet Node: 153-1; Out et Node: 153-0 1.3 psi @450.5gpm Flow, gpm N r File: C:\Users\gates\appdata\local\temp\Impact Charter School_1_22972_0486.sv$ Date 6/23/2018 Copyright ® 2002-2012 Tyco Fire Protection Products Page 28 E ALARM LEGEND QTY SYMBOL DESCRIPTION MANUFACTURER MODEL # 1 Fire Alarm Control Panel Silent Knight SK 5820XL—EVS ZS 3 LY Addressable Relay Module Silent Knight 4101SN 1NNNN Remote Anunciator Silent Knight 5860R 1 Fq 100 WATT AMP Silent Knight EVS-100W MH Mag Door Holder GE )HR2420C 6 O Smoke Detector Silent Knight SD5056APS ODRF Wireless Smoke Detector Silent Knight 5806 O Heat Detector Silent Knight SD5056AHS 37 ® Speaker/Strobe Ceiling System Sensor SPSRV 0 Strobe Ceiling Mount System Sensor )2/PC2 7 ®4 Speaker/Strobe Wall. System Sensor SPSRV 0 Strobe Wall Mount System Sensor SR 10 0 Pull Station Silent Knight SD500PS 7 M Addressable Input Module Silent Knight SD500MIM 1 ® Sprinkler Water Flow Provided By others 2 T Sprinkler Tamper Provided By others 1 ZZI Post Indicating Valve Provided By others 2 Duct Detector Provided By others B) Out Side 10' Bell System Sensor SSM24-10 REMOTE POWER SUPPLY Silent Knight 5496 RPS 1 C CELL COMMUNICATOR HONEYWELL GSM 4G EP 0 Without Comments As Noted in Red tJ Per The Attached Letter These plans have been reviewed by The Tukwila Fire On Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer, Additions, deletions (.; 1'evisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to 'Held test and Inspection by The Tukwila Fire Prevention Bure u. Date: -/CP /? By: -1 hS4 1 I b •tql.x - kwwal le o h 6412,6tza,LA FA-/ Ps G'►rs.,.:4- by 41Iq • - tloxt, hitifey.. -{n � )#011►5;k 3N't 4I1 vsta,s 11/40 %41 Tv :la F.D. k,..‘q>< Jay Lo/ UKWWILA FIRE DEPARTMENT lease (211 206-575-4407 and `:rive this Fire Permit No. :,gid exact address for shut- ]own hut.own or restoration approval. TELCO 1 22/4 BASENENT SUIT 1ST R. N.T. F:. FEMURS CON11ROL. RECALL RECALL NAT ELEVATOR RECALL/SHUNT CONTROLS SLC 18/4 FPLR SBUS 18/4 FPLR 1EL.CO 2 22/4 DEDICATED 120 AC 20AMP. CIRCUIT BREAKER CLEARLY MARKED RED %ATH LOCKOUT. LABEL AT FACP AC PANEL NUMBER AND CIRCUIT NUMBER I- AQP 5820XL 1- VS NN OUTPUT 1 12/4 FPLR X10 1ST FLOOR cc w o_ © © 0 x1 x1 SLC 18/4 FPLR OUTPUT 2 12/4 FPLR x1 X15 END FLOOR X4 SLC 18/4 FPLR 0 0 X1 X2 RPS 1 OUTPUT 1 12/4 FPLR 3RD OR FLO SLC 18/4 FPLR RPS 1 OUTPUT 2 12/4 FPLR xo? X14 ROOF TOP X1 X1 60 MOUNT TO BOTTOM OF TRUSS 8 0 SHOP HORN/STROBE CEIUNG HEIGHT MAX HORN/STROBE FIRE ALARM CONTROL WALL HEIGHT PANEL HEIGHT TYPICAL MOUNTING HEIGHT REQUIREMENTS NOT TO SCALE KEYPAD HEIGHT PULL STATION HEIGHT SCOPE OF WORK INSTALL ADDRESSABLE FIRE ALARM SYSTEM AS SHOWN ON DRAWING Tem o rgry for �S�'L�e deviice address programming Cboa rdi t MEATAL HOUSING TO AC 0\ 3OARD A\\UNIATO ❑ GENERAL ALARM ❑ SUPERVISORY ❑ SYSTEM TROUBLE ❑ SYSTEM SILENCE ❑ SYSTEM POWER 01 0 0 rn RESET SILENCE 000 ® 0 El 0 0 0 1'1 IMPACT CHARTER SCHOOL ENTER 39p00000000004_q ,p, SC I S6 RING ITIP RINGI 414114 RING I TI +p) SLC Out I SLC In I 'MAC TIP (81 L 2� 3 OGG Key To SLC Loop To phone lines Ground rcjouyndsostrett 0000000 0000000000®®®®®®®®®®0 32313029282726252423222120191817 161514i13 1 011 1( 9 .)(3 7 6 5 N.O. C N.C. N.O. C N.C. N.O. C N.C. _2.3.2N. - + A B 0 X 0 X X 0 0 X 0 ,:(4 - TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT I/O 1 I/O 2 I/O 3 I/O 4 I/O 5 I/O 6 pow ELECTRICAL ELEVATOR STAIR A FAN ROOM ( 502 ELEVATOR MACH RM ( B08 ) ELEVATOR LOBBY 95ed 1/4wot SLC 18/4 FPLR OUTPUT 1 12/4 FPLR 95cd 1/4wat s:/)95cd 1/4wat 95cd 1/4wat n wry STUDENT DROP-OFF/ PICK-UP ( B01 PARKING GARAGE u 95cd 1/4wat MAINTENANCE SUPPLY FAN ROOM CHAIR STORAGE 3ASEMENT Scale 3/32" = 1' 4, OWWW u r 1 --Tr— — -I ---i—L--- L J CIRCUIT BOARD CONTROL UN ANNUNCIATIC N NOTIFICATION MISC SMOKE DETECTOR WATER Fl QW SPRINKI FR VALVF TAMPER POST INDICATING VALVF FACP LOW BATTERY FACP AC FAILURE HVAC DUCT DETECTOR OPEN CIRCUIT GROUND FAULT WIRE TO WIRE SHORT PHONE IINF IOSS FIRE ALARM SEQUENCE OF OPERATION Fire Alarm General Notes Wiring routes are for reference only. Device circuits have been engineered and calculated for current draw and voltage drop. Panel{ annunciator, and power supply locations shall be mounted, in locations shown. Any deviation of circuitry from those shown shall be reviewed and shown corrections if any on as -built' drawings. All 120 VAC power requirements for the fire alarm shall be furnisjied and installed by the electrical contractor. The installation shall meet the requirements of the AHJ and local codes. All conduit sizing and routing by electrical contractor per NEC 70 and local codes. Field verify all sprinkler water flow, tramper valve, and PIV switch locations. Field verifies any HVAC fan shutdown requirements and duct detector locations per NFPA 72. Addressable devise(s) shall not be located near high electrical or magnetic field generating devices such as transformers, HID lighting ect... regardless of location shown on drawing. Per NFPS 72 sections 2-3.6.1.3 smoke detectors shall not be installed until after the construction cleanup of all trades is complete and final. Equipment listed on legend shall be supplied by Meridian Security Inc. Equipment listed as supplied by others shall be furnished and installed by the corresponding trade. • 1= USE RED AND BLACK CONDUCTORS FOR SLC LOOP CIRCUIT CONECT BLUE AND BROWN CONDUCTORS ALL THE WAY THRU THE CIRCUIT FOR FUTURE USE '2= PROVIDE STI 1100 TAMPER COVERS ON ALL PULL STATIONS PAID DD 2 7 2Qi -;Iia.. TUKWILA FIRE . / Cif FY'/v— REVISION DATE 4/13/2018 DRAWN BY SCOTT HARRIS IMPACT PUBLIC SCHOOL 3438 S 148TH STREET TUKWILA WA 98168 All designs/plans listed are the sole properity of Meridian Security and are for use by Meridian Security only, unless otherwise noted. We reserve the right to make changes or corrections. STEVEN M DELIMONT NICET III ID #132990 WA STATE JOURNEYMAN# DELIMSM98ORG BASEMENT FA01 FIRE ALARM • LEGEND QTY SYMBOL DESCRIPTION MANUFACTURER MODEL # 1` Fire Alarm Control Panel Silent Knight SK 5820XL—EVS 3 LY Addressable Relay Module Silent Knight 4101SN 1 FIN]Remote Anunciator Silent Knight 5860R 1 100 WATT AMP Silent Knight EVS-100W AMP Mag Door Holder GE 7HR2420C MH 6 ® Smoke Detector Silent Knight SD5056APS @RF Wireless Smoke Detector Silent Knight 5806 0 Heat Detector Silent Knight SD5056AHS 37 ® Speaker/Strobe Ceiling System Sensor SPSRV ® Strobe Ceiling Mount System Sensor 2/PC2 7 al Speaker/Strobe Wall System Sensor SPSRV Strobe Wall Mount System Sensor SR L.'4 10 F Pull Station Silent Knight SD500PS 7 Addressable Input Module Silent Knight SD500MIM M 1 @ Sprinkler Water Flow Provided By others\ 2 T Sprinkler Tamper Provided By others 1 Zi Post Indicating Valve Provided By others 2 Detector Provided By others F—IDuct Out Side 10' Bell System Sensor SSM24-10 REMOTE POWER SUPPLY Silent Knight 5496 RPS 1 C CELL COMMUNICATOR HONEYWELL GSM 4G TELCO 1 22/4 BASDIERT L!1 1:9 12M UM FZE SHUNT 1ST FL FLT. R FROWN CONTROL RECALL RECALL HAT ELEVATOR RECALLMIUNT CONTROLS SLC 18/4 FPLR SBUS 18/4 FPLR 1ELCo 2 22/4 DEDICATED 120 AC 20AMP. CIRCUIT BREAKER CLEARLY MARKED RED MATH LOCKOUT. LABEL AT FACP AC PANEL NUMBER AND CIRCUIT NUMBER I- ACP 5820XL h VS NN OUTPUT 1 12/4 FPLR x10 1ST FLOOR 0 1 CO x1 14 w a X1 X1 SLC 18/4 FPLR OUTPUT 2 12/4 FPLR X1 X4 X15 2141) FLOOR SLC 18/4 FPLR RPS 1 OUTPUT 1 12/4 FPLR D FLOOR 3R SLC 18/4 FPLR RPS 1 OUTPUT 2 12/4 FPLR X14 ROOF TOP SLC 18/4 FPLRti M x1 Xi 6® MOUNT TO BOTTOM OF TRUSS SHOP HORN/STROBE CEIUNG HEIGHT MAX HORN /11ROBE WALL HEIGHT IFACPIIRSPI FIRE ALARM CONTROL PANEL HEIGHT ANN TYPICAL MOUNTING HEIGHT REQUIREMENTS NOT TO WALE KEYPAD HEIGHT 0 ug PULL STATION HEIGHT SCOPE OF WORK INSTALL ADDRESSABLE FIRE ALARM SYSTEM AS SHOWN ON DRAWING Tem o rQry fora5�L�e deviice address programming Circuit board SLC 18/4 FPLR SBUS 18/4 FPLR TO FACP ELEV 42 1111111111111 ,"1„;„ ru � 111111111 CONFERENCE 448 SF TORAGE BOYS RR Ego WF GIRLS RR 11.uIu.uuuuuuuI♦ CLASSROOM 743 SF CLASSROOM 744 SF CLASSROGN 744 SF CLASSROOM 740 SF ®.iOCd 7-1/4wat 1ST FLOO� Scale 3/32" = 1 75ad 1_/2wat wEOL MEATAL HOUSING TO AC ON -3 OARD A\\UNIATO ❑ GENERAL ALARM ❑ SUPERVISORY ❑ SYSTEM TROUBLE ❑ SYSTEM SILENCE ❑ SYSTEM POWER 01 C -± RESET SILENCE ❑0❑ 0❑❑ ❑ 0 0 11 IMPACT CHARTER SCHOOL ENTER ������������q E=1 SC- I S+ I S6 RING ITP RINGI TIP IR NG (4 RING I TIP ® SLC Out 115 - SLC In I Key To SLC Loop To phone lines Geloay cls o tvet 00000000000000000000000000000 3231 3 292827 2625 2 232221 2 1 91 8 1 7 J6'015;1013111 1 8 7 6 5 4 N.O. C N.C. N.O. C N.C. N.O. C N.C. - + A B - + A X109 X0TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT I/O /O /O 3I/O 4 I/O 5 I/O 6 CIRCUIT BOARD CONTROL UN ANNUNCIATIC N NOTIFICATION MISC 4. I. I. , ( ' ( 4 Y' ♦ ,V ,`• I , • 4,4 4 4 `, .• 4• . 4 ' a • 4 (. • ! •4 .` ♦ • • 4` SMOKF"DFTFCTOR PUI I STATION 104 SPRINKI FR VALVF TAMPFR POST INDICATING VAI VF FACP LOW BATT -FRY FACP AC FAILURF HVAC DUCT DFTFCTOR OPFN CIRCUIT GROUND FAIJI T WIRF TO WIRF SHORT PHONF I INF I OSS FIRE ALARM SEQUENCE OF OPERATION Wiring routes are for reference only. Device circuits have been; engineered and calculated for current draw and voltage drop. Panel, annunciator, and power supply locations shall be mounted in locations shown. Any deviation of circuitry from those shown shall be reviewed and shown corrections if any on as -built drawings. All 120 VAC power requirements for the fire alarm shall be furnished and installed by the electrical contractor. The installation shall meet the requirements of the AHJ and local codes. All conduit sizing and routing by electrical contractor per NEC 70 and local codes. Field verify all sprinkler water flow, tramper valve, and PIV switch locations. Field verifies any HVAC fan shutdown requirements and duct detector locations per NFPA 72. Addressable devise(s) shall not be located near high electrical or magnetic field generating devices such as transformers, HID lighting ect... regardless of location shown on drawing. Per NFPS 72 sections 2-3.6.1.3 smoke detectors shall not be installed until after the construction cleanup of all trades is complete and final. Equipment listed on legend shall be supplied by Meridian Security Inc. Equipment listed as supplied by others shall be fumished and installed by the corresponding trade. • 1= USE RED AND BLACK CONDUCTORS FOR SLC LOOP CIRCUIT CONECT BLUE AND BROWN CONDUCTORS ALL THE WAY THRU THE CIRCUIT FOR FUTURE USE • 2 = PROVIDE STI 1100 TAMPER COVERS ON ALL PULL STATIONS 0. 0 REVISION DATE 4/13/2018 DRAWN BY SCOTT HARRIS IMPACT PUBLIC SCHOOL 3438 S 148TH STREET TUKWILA WA 98168 mk • � V N leusel4 L‘*,V V ;7: ob � M " 0 JC: ▪ F,_,, !! W M 11 1.0 All designs/plans listed are the sole properity of Meridian Security and are for use by Meridian Security only, unless otherwise noted. We reserve the right to make changes or corrections. STEVEN M DELIMONT NICET III ID #132990 WA STATE JOURNEYMAN# DELIMSM98ORG 1ST FLOOR FA02 QTY SYMBOL DESCRIPTION MANUFACTURER MODEL # 1 Fire Alarm Control Panel Silent Knight SK 5820XL—EVS ' ii 3 Addressable Relay Module Silent Knight 4101SN MI 1 FN—N1 Remote Anunciator Silent Knight 5860R 1 100 WATT AMP Silent Knight EVS-100W Fir. �I Mag Door Holder GE 2HR2420C MH 6 ® Smoke Detector Silent Knight SD5056APS CRF Wireless Smoke Detector Silent Knight 5806 O Heat Detector Silent Knight SD5056AHS 37 ® Speaker/Strobe Ceiling System Sensor SPSRV ® Strobe Ceiling Mount System Sensor '2/PC2 7 C' Speaker/Strobe Wall System Sensor SPSRV Strobe Wall Mount System Sensor SR • 10 Pull Station Silent Knight SD500PS F 7 Addressable Input Module Silent Knight SD500MIM M 1 ® Sprinkler Water Flow Provided By others 2 T Sprinkler Tamper Provided By others 1 0 Post Indicating Valve Provided By others 2 0i Duct Detector Provided By others B) Out Side 10' Bell System Sensor SSM24-10 REMOTE POWER SUPPLY Silent Knight 5496 RPS 1 CELL COMMUNICATOR HONEYWELL GSM 4G C TELCO 1 22/4 SAISSIENT El El Era RLY SUIT 1ST FL ALT. FL FloiEUAIIS CCN1R0l. RECALL RECALL HAT ELEVATOR RECALL/SHUNT CONTROLS -.n SLC 18/4 FPLR SBUS 18/4 FPLR TELCO 2 22/4 DEDICATED 120 AC 20AMP. CIRCUIT BREAKER CLEARLY MARKED RED WITH LOCKOUT. LABEL AT FACP AC PANEL NUMBER AND CIRCUIT NUMBER FACP 5870XL 1- VS NN OUTPUT 1 12/4 FPLR x10 1ST FLOOR w a a ©0© x1 x1 XI SLC 18/4 FPLR X1 OUTPUT 2 12/4 FPLR X15 2ND FLOOR 0 SLC 18/4 FPLR RPS 1 OUTPUT 1 12/4 FPLR 3RD FLOOR SLC 18/4 FPLR RPS 1 OUTPUT 2 12/4 FPLR X14 ROOF TCP SLC 18/4 FPLR MOUNT TO BOTTOM OF TRUSS 0 G IZ4 `C FRCP RSP 1 Iv SHOP HORN/STROBE CENNG HEIGHT MAX HOR1lSTROBE FIRE ALARM CONTROL WALLHBGHT PANEL HEIGHT TYPICAL MOUNTING HEIGHT REQUIREMENTS NOT TO SCALE SCOPE OF WORK INSTALL ADDRESSABLE FIRE ALARM SYSTEM AS SHOWN ON DRAWING KEYPAD HEIGHT PULL STATION HEIGHT Tem o rpry cfor �S0L e dteivviice address programming Circuit board 4 155 SF SLC 18/4 FPLR COMMON AREA 922 SF on OFFICE 614 SF EN 204 121 SF OPEN BELOW 130 SF HALLWAY 121 KITCHEN 92 SF STORAGE DINING 202A 136 SF MEI MIN OFFICE 779 SF 2\3 FLOO� Scale 3/32" = 1' u VEATAL HOUSING TO AC ON-3OARD ANNUNIATOR El GENERAL ALARM ❑ SUPERVISORY ❑ SYSTEM TROUBLE ❑ SYSTEM SILENCE p SYSTEM POWER 0 0 rn RESET SILENCE CO 0 El O 80 g0 IMPACT CHARTER SCHOOL ENTER 0 0003008 000 3SC-1 s+ II IP INGI ITP RING (TIP RING I IP E::::1 SLC Out 115-11ING SLC In (8) N To SLC Loop To phone lines L 2 3 @@G Key Ground socket 00000000000000000000000000000 3231 3C 292827 2625 2 232221 2 1 91 8 1 7 1 1 51 1 3 1 1 1 1 9 8 7 6 5 4 N.O. C N.C. N.O. C N.C. N.U. C N.C. — + A B — + A i'31 O X 0 X 0 X 0 X 0 X 0 X TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT I/O 1 I/O 2 I/O 3 I/O 4 I/O 5 I/O 6 CIRCUIT 3OARD CONTROL UN ANNUNCIATIC N NOTIFICATION MISC SMOKE DETECTOR PULL STATION 4 SPRINKI FR VAI VF TAMPER POST INDICATING VALVE FACP L OW BATTERY FACP AC FAII URF HVAC DUCT DETECTOR OPEN CIRCUIT GROUND FAULT WIRE TO WIRE SHORT PHONE I INF LOSS FIRE ALARM SEQUENCE OF OPERATION Fire Alarm General Notes Wiring routes are for reference only. Device circuits have been engineered and calculated for current draw and voltage drop. Panel, annunciator, and power supply locations shall be mounted in locations shown. Any deviation of circuitry from those shown shall be reviewed and shown corrections if any on as -built drawings. All 120 VAC power requirements for the fire alarm shall be furnished and installed by the electrical contractor. The installation shall meet the requirements of the AHJ and local codes. All conduit sizing and routing by electrical contractor per NEC 70 and local codes. Field verify all sprinkler water flow, tramper valve, and PIV switch locations. Field verifies any HVAC fan shutdown requirements and duct detector locations per NFPA 72. Addressable devise(s) shall not be located near high electrical or magnetic field generating devices such as transformers, HID lighting ect... regardless of location shown on drawing. Per NFPS 72 sections 2-3.6.1.3 smoke detectors shall not be installed until after the construction cleanup of all trades is complete and final. Equipment listed on legend shall be supplied by Meridian Security Inc. Equipment listed as supplied by others shall be furnished and installed by the corresponding trade. • 1= USE RED AND BLACK CONDUCTORS FOR SLC LOOP CIRCUIT CONECT BLUE AND BROWN CONDUCTORS ALL THE WAY THRU THE CIRCUIT FOR FUTURE USE *2 = PROVIDE STI 1100 TAMPER COVERS ON ALL PULL STATIONS REVISION DATE 4/13/2018 DRAWN BY SCOTT HARRIS IMPACT PUBLIC SCHOOL 3438 S 148TH STREET TUKWILA WA 98168 - V � 4U V Irmumli, Cly PC: CO V M ;m4 u J All designs/plans listed are the sole properity of Meridian Security and are for use by Meridian Security only, unless otherwise noted. We reserve the right to make changes or corrections. a � a � STEVEN M DELIMONT NICET III ID #132990 WA STATE JOURNEYMAN# DELIMSM98ORG 2ND FLOOR FA03 QTY SYMBOL DESCRIPTION MANUFACTURER MODEL # 1 Egi Fire Alarm Control Panel Silent Knight SK 5820XL—EVS 3 I- Addressable Relay Module Silent Knight 4101SN 1 Remote Anunciator Silent Knight 5860R NN 1 100 WATT AMP Silent Knight EVS-100W 233 Mag Door Holder GE )HR2420C MH 6 ® Smoke Detector Silent Knight SD5056APS ODRF Wireless Smoke Detector Silent Knight 5806 0 Heat Detector Silent Knight SD5056AHS 37 ® Speaker/Strobe Ceiling System Sensor SPSRV ® Strobe Ceiling Mount System Sensor 32/PC2 7 Di Speaker/Strobe Wall System Sensor SPSRV Strobe Wall Mount System Sensor SR • 10 Pull Station Silent Knight SD500PS F 7 Addressable Input Module Silent Knight SD500MIM M 1 ® Sprinkler Water Flow Provided By others 2 T Sprinkler Tamper Provided By others 1 iE Post Indicating Valve Provided By others 2 €J ' Duct Detector Provided By others (B) Out Side 10' Bell System Sensor SSM24-10 REMOTE POWER SUPPLY Silent Knight 5496 RP 1 C CELL COMMUNICATOR HONEYWELL GSM 4G TELCO 1 22/4 TELCO 2 22/4 DEDICATED 120 AC 20AMP. CIRCUIT BREAKER CLEARLY MARKED RED MATH LOCKOUT. LABEL AT FACP AC PANEL NUMBER AND CIRCUIT NUMBER BASELIE T © El Gid, Gni RLY SHUNT 1ST FL A.T. FL FIFEAANS CONTROL RECALL RECALL HAT ELEVATOR IE AU , SNONT CONTROLS SLC 18/4 FPLR SBUS 18/4 FPLR FACP 5820XL � VS xa OUTPUT 1 12/4 FPLR x10 1ST FLOOR x1 X1 x1 SLC 18/4 FPLR OUTPUT 2 12/4 FPLR O x, X15 8 D FLOOR X4 SLC 18/4 FPLR 0 x1 x2 RPS 1 OUTPUT 1 12/4 FPLR FLOOR SLC 18/4 FPLR 0 a x2 RPS 1 OUTPUT 2 12/4 FPLR X14 ROOF TOP SLC 18/4 FPLR X1 X1 00 MOUNT TO BOTTOM OF TRUSS 0 SHOP HORN/STROBE CEIUNG HEIGHT MAX \� FACP RSP 0 BORN/STROBE FIRE AIARM CONTROL WALLHEIGHT PANELHEIGHT TYPICAL MOUNTING HEIGHT REQUIREMENTS NOT TO SCALE SCOPE OF WORK INSTALL ADDRESSABLE FIRE ALARM SYSTEM AS SHOWN ON DRAWING KEYPAD HEIGHT PULL STATION HEIGHT Tem o rgry fora5nL e deoviice address programming Circuit board 01 KITCHEN 178 5F 107 SF COMMON AREA 1,283 SF OFFICE 1592 SF HD FLOG Scale 3/32" = 1' f/EATAL HOUSING ON—BOARD A\NUNIATO ❑ GENERAL ALARM ❑ SUPERVISORY ❑ SYSTEM TROUBLE ❑ SYSTEM SILENCE ❑ SYSTEM POWER IMPACT CHARTER SCHOOL 0' 0 0 rn RESET SILENCE El Ei 0 70 0 0 El0 ETI ENTER 33 pi. 31.4 4114 GPI SRGPIPRIGIPRINI TI ® re=1 SC Out SC+ TO AC L 2 3@a® Key To SLC Loop To phone lines Ground aay strt 00000000000000000000000000000 3231312_928271225 6 2 23222121191817 1 1 91013 ;(11-011 1 9 8 7 6 5 N.O. C N.CN.. C N.C. N.O. C N.C. - + A B - + A B 0 X 0 X 0 )(6. 0 X TROUBLE RELAY 1 RELAY 2 SBUS IN SBUS OUT I/O 1/O 2I/O 3 I/O 4 I/O 5 I/O 6 CI C U IT BOARD CONTROL UN ANNUNCIATIC N NOTIFICATION MISC SMOKF DFTFCTOR PUI I STATION 4 SPRINKI FR VAI VF TAMPFR POST INDICATING VAI VF FACP 1 OW BATTFRY FACP AC FAII URF HVAC DUCT DFTFCTOR OPFN CIRCUIT GROUND FAULT WIRF TO WIRF SHORT PHONF L1NF 1 OSS FIRE ALARM SEQUENCE OF OPERATION Fire Alarm General Notes Wiring routes are for reference only. Device circuits have been engineered and calculated for current draw and voltage drop. Panel, annunciator, and power supply locations shall be mounted in locations shown. Any deviation of circuitry from those shown shall be reviewed and shown corrections if any on as -built drawings. All 120 VAC power requirements for the fire alarm shall be furnished and installed by the electrical contractor. The installation shall meet the requirements of the ARI and local codes. AU conduit sizing and routing by electrical contractor per NEC 70 and local codes. Field verify all sprinkler water flow, tramper valve, and PIV switch locations. Field verifies any HVAC fan shutdown requirements and duct detector locations per NFPA 72. Addressable devise(s) shall not be located near high electrical or magnetic field generating devices such as transformers, HID lighting ect... regardless of location shown on drawing. Per NFPS 72 sections 2-3.6.1.3 smoke detectors shall not be installed until after the construction cleanup of all trades is complete and final. Equipment listed on legend shall be supplied by Meridian Security Inc. Equipment listed as supplied by others shall be fumished and 'installed by the corresponding trade. • 1= USE RED AND BLACK CONDUCTORS FOR SLC LOOP CIRCUIT CONECT BLUE AND BROWN CONDUCTORS ALL THE WAY THRU THE CIRCUIT FOR FUTURE USE *2= PROVIDE STI 1100 TAMPER COVERS ON ALL PULL STATIONS REVISION DATE 4/13/2018 DRAWN BY SCOTT HARRIS IMPACT PUBLIC SCHOOL 3438 S 148TH STREET TUKWILA WA 98168 ■ V CV CCN co) Oimm•ra4 Cly CSO cin C.� � F.? M ■ 1�J All designs/plans listed are the sole properity of Meridian Security and are for use by Meridian Security only, unless otherwise noted. We reserve the right to make changes or corrections. STEVEN M DELIMONT NICET III ID #132990 WA STATE JOURNEYMAN# DELIMSM980RG 3RD FLOOR FA04 STAINLESS STEEL FLEXIBLE BRAIDED HOSE(1" NOMINAL DIAMETER) CENTER BRACKET ASSEMBLY END BRACKET ASSEMBLY COLLAR NUT INLET NIPPLE(1" MPT) ISOLATION RING COLLAR NUT MIN.RADIUS PER FM=T' MIN.RADIUS PER UL=3" SQUARE BAR SHEET METAL SCREW VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) DROP CEILING TILE BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS END BRACKET ASSEMBLY REDUCING OUTLET CEILING COVER PLATE c SPRINKLER HEAD VICTAULIC MODEL V27 OR V34 NEW 16 GAUGE STEEL JOISTS GWB SAMMY DSTR SCREW WITH RETAINING NUT TYPICAL HANGERS BELOW NEW STEEL CEILING SUPPORT STRUCTURE 3/8" X 0-2" THROUGH BOLT 8" TO 10" STEEL CHANNEL 16 GAUGE TOLOC FIG. 909 SWAY RRACF ATTACHMENT THRU BOLTED BRACE TYPE B TOLCO FIG 4A PIPE CLAMP `- CROSSMAIN USED IN LONGITUDINAL BRACE L❑NGITUDINAL BRACE ALONG SIDE SIDE OF PURLIN TOLCO FIGURE 909 Source Information Date of Flow Test / Info : 5/30/18 Location of flow test data : Site Source of flow test data : Water District#125 model with 10 FPs limit Source Data Points Pump Data Points Pressure I Flow Pressure I Flow 104.00 0.00 77.00 2650.00 EXISTING FENCE PROPERTY LINE NO1 05' 00" E 304.20' EXISTING FIRE HYRANT 5 0 EXISTING SIDEWALK EXISTING LANDSCAPE PLANTING STRIP S. 148TH STREET EXISTING ROLLING GATE AT DRIVEWAY I0 N87 52' 49" W z w z FE 0) O F- J 0 ; BUSES -�- CARS - EXISTING FIRE DEPARTMENT CONNECTION EXISTING ELEVATOR 4 9 EXISTING SYST AREA OF WORK LEVEL1 THIS SUBMITTAL M RISER r PARKIN G LEVEL MAIN ENTRY 11 UP (E) LANDSCAPE AREA AREA OF WORK IN EXISTING AUDITORIUM / / EXISTING 3 STORY BUILDING / / WITH BELOW GRADE PARKING GARAGE - EXISTING ACCESSIBLE RAMP TO MAIN ENTRANCE BUS LOADING ZONE ill UP EXISTING DUMPSTER ENCLOSURE RAMP DOWN SITE PLA\ 1"=20'0" 0 10' 20 30 40' 28 15 Q 22 Iw 1ih co EXISTING FIRE k1YRANT SITE PLAN PROVIDED FOR INFORMATION ONLY. ALL EXISTING SUPPLY MAINS AND HYDRANTS ARE EXSTING AND NO WORK IS INCLUDED IN THIS SUBMITTAL 7p - Without Comments As Noted in Red Per The Attached Letter These p:ans have heert reviewed by The Tukwila Fire Pre=w t a t .treau frw conformance with current City stanlr3 Oc ceoc n,..t is subject to errors and Oii!i n. 11 1 ar, not authorize violations of adopted stanoara: t(1 oi-Ciir:anL_3s The responsibility for the ad#.- Jc_- O •sar rests totally with the 0.^ -Signer. - evtSiOf1S to these drawings after 1;, void trtts e Lance and will rewire a irtl..�y:.'• � P = rawings for suesepueft approval. Fina-::1.':.aptance is suoject to field test and inspection by The 1 ukwiia Fire Prevention Bureau. Date:c 511 .KW'RL€ FIF,.AMTM=NT c,:,4 206-575-4407 and ;Ave Z this Fire Permit No. :: ! d exact address for shut- =JAI,orr n bpproval 0 EXISTING ALARM BE EXT. WALL 10' - 1» FIRST FLOO EXISTI\G FLOO it -I I IIL EXIST 4"CENTRAL I-1'11Qp� , 1� I-ul�1l ` �.-. � DRY VALVE*_vs. ' az EXIST 4"OS&Y -_IIID■ OI 4" CHECK VALVE SLAB LEVEL ennommIr i 6x4 RED EXISTING 4" SUPPLY TO UPPER FLOORS EXIST 4"CENTRAL ALARM VALVE ■- EXIST 4"OS&Y PARKING LEVEL FLOOR SLAB Ce UNDERGROUND STUB UP - 6"D.I. U.G. EXISTING NO WORK . '11=11=11=t1=1111:11 .11=11=11=-11-711=11 11=11=11=1=11=11 i-u-lrlru- -- THRUST BLOCK .. (PER NFPA 24) RISER 1/2=1 0 1' DETAIL 1 /FPI EXISTING RISER SHOWN FOR 3, INFORMATION ONLY -NO WORK IN THIS SUBMITTAL 2' 4' SCOPE OF WORK BY EMERALD FIRE, LLC: WORK SHOWN IN THIS SUBMITTAL IS FOR RENOVATION TO EXISTING WET PIPE SPRINKLER SYSTEM INSTALLED. SYSTEM MODIFICATIONS TO CONFORM TO NEW CONSTRUCTION. EXISTING SYSTEM IS SUPPLIED BY EXISTING WET SYSTEM RISER IN PARKING LEVEL GENERAL NOTES: 1. DESIGN AND INSTALLATION TO CONFORM WITH LATEST EDITIONS OF NFPA 13 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. 4. ALL PIPE NEW PIPING TO BE SCHEDULE 10 JOINED WITH GROOVED FITTINGS AND WELDED OUTLETS, EXCEPT 1" THREADED PIPE TO BE SCHEDULE 40 BLACK STEEL PIPE. 5. FITTINGS TO BE BLACK CAST IRON OR PAINTED GROOVED. 6. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. 7. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. 8. ALL SWAY BRACING TO BE 1" SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. 9. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. 10. ARE EXISITNG AND TO REMAIN 11. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE PIPES. 12. SPRINKLER HEADS ARE TO BE SPACED PER NFPA13. 13. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. 14. TOTAL NUMBER OF ADDED SPRINKLERS = 62 15. ALL CONCEALED SPACES ABOVE CEILINGS ARE NONCOMBUSTIBLE AND NON-SPRINKLERED IN CONFORMANCE WITH NFPA STANDARDS. 16. ALL DRAINS TO BE PIPED OUTSIDE TO A SUITABLE LOACATION NEW PENDANT SPRINKLERS ADDED TO CONFORM TO NEW WALLS AND CEILINGS CONNECT TO EXISITNG 1" OUTLETS A REMOVE EXISTING DROPS TO PENDANT SPRINKLERS. CAP EXISTING OUTLETS A NEW SUPPLY TO PIPING IN NEW CEILING AND SUPPORT STRUCTURE CAP OFF EXISTING PIPING IN AUDITORIUM BEING REMODELED INTO CLASSROOMS ABANDON EXISTING IN-PLACE SYM Series AH2 Braided Hose Equivalent Length Design Guide Equivalent length values at various numbers of 90 degree bends at 2"/5lmm center line bend radius POSITION Length of1I" TEMP K NPT Stainless 1 ! I ® Steel j PEND CHROME Flexible Outlet } 1 2 3 4 5 6 ' 7 8 9 10 11 12 TY3231 Hose Size ( Bend Bends Bends Bends Bends Bends I Bends 1 Bends Bends Bends Bends Bends 47 inches . inches -T 1/2° 8.5/2.6 i 11.0/3.4: 13.0/4.0: 16.0/4.9 € N.A N.A N.A I N.A N.A N.A N.A N.A TY5237 Tyco 31 3A" i 10.0/3.0: 12.5/3.8 1 14.0/4.3 1 17.0/5.2 N.A N.A N.A -? N.A N.A N.A N.A N.A I PEND 1h" 13.5/4.1 116.0/4.9 118.0/5.5 119.0/5.8 1 21.0/6.4 N.A N.A 1 N.A N.A N.A N.A N.A I 5.60 36 I a/a" i 14.0/4.3 1 17.0/5.2 1 19.5/5.9: 20.0/6.1 1 23.0/7.0 -17.0/5.2 N.A 1 N.A 1 N.A 1 N.A 1 N.A 1 N.A i N.A I Central 8 1/2° 7 _15.5/4 19.5/5.9 ; 20.0/6.1 21.0/6.4 22.0/6.7 28.0/8.5 1 32.0/9.8 I N.A N.A N.A N.A i ! 30.0/9.1 I 37.0/1131 N.A 1 N.A 1 N.A 1 NA ___ BRASS la: 1 17.0/52 1•119.0/5.8.:1 215/6.6 24.5/7.5 26.0/7.9 27.0/82 CSC 60 1h" 1 21.5/6.6 124.0/7.3 1 27.0/8.2 1 28.5/8.7 3/4" 1 23.0/7.0 124.0/7.3 I 28.0/8.5 129.5/9.0 30.0/9.1 31.0/9.4 1 30.5/9.3 31.0/9.4 137.0/11.3 142.0/12.8144.0/13.4 i 46.0/14.0 i N.A I N.A 1 38.0/11.61_42.0/12.8144.0/13.4 146.0/14.01 N.A i N.A 1h" 130.0/9.1: 32.0/9.8 136.5/11.1137.5/11.4140.5/12.5 41.0/12.8 72 3/4" 132.0/9.8 1 32.5/9.9 135.0/10.7 35.5/10.8 140.0/12.3 40.5/12.3 42.0/12.8 146.0/14.0 149.0/14.9152.0/15.8 154.0/16.5155,0/18,81 141.0/12.5 146.0/14.0150.0/15.2 151M/155152M/154.15m/1.0 I Note: Values for use with 5.75" straight reducers. How to use this Design Guide: 1 For some systems, it may be advantageous for the designer to calculate the system hydraulics using shorter equivalent lengths associated with fewer than the maximum allowable number of bends. In this case, the designer may select a design number of bends for the job and use the associated equivalent length from the design guide to determine the system hydraulics. 2 It is possible that the actual installed condition of some of the flexible drops may have more bends than the designer selected. When this happens, the design guide may be used to find equivalent lengths based on the actual installed number of bends for particular sprinkler installations. The system hydraulics can be recalculated using actual equivalent lengths to verify the performance of the system. NEW 16 GAUGE STEEL JOISTS GWB SAMMY DSTR SCREW WITH RETAINING NUT TYPICAL HANGERS BELOW NEW STEEL CEILING SUPPORT STRUCTURE 3/8" X 0-2" THROUGH BOLT 8" TO 10" STEEL CHANNEL 16 GAUGE TOLOC FIG. 909 SWAY RRACF ATTACHMENT THRU BOLTED BRACE TYPE B TOLCO FIG 4A PIPE CLAMP `- CROSSMAIN USED IN LONGITUDINAL BRACE L❑NGITUDINAL BRACE ALONG SIDE SIDE OF PURLIN TOLCO FIGURE 909 Source Information Date of Flow Test / Info : 5/30/18 Location of flow test data : Site Source of flow test data : Water District#125 model with 10 FPs limit Source Data Points Pump Data Points Pressure I Flow Pressure I Flow 104.00 0.00 77.00 2650.00 EXISTING FENCE PROPERTY LINE NO1 05' 00" E 304.20' EXISTING FIRE HYRANT 5 0 EXISTING SIDEWALK EXISTING LANDSCAPE PLANTING STRIP S. 148TH STREET EXISTING ROLLING GATE AT DRIVEWAY I0 N87 52' 49" W z w z FE 0) O F- J 0 ; BUSES -�- CARS - EXISTING FIRE DEPARTMENT CONNECTION EXISTING ELEVATOR 4 9 EXISTING SYST AREA OF WORK LEVEL1 THIS SUBMITTAL M RISER r PARKIN G LEVEL MAIN ENTRY 11 UP (E) LANDSCAPE AREA AREA OF WORK IN EXISTING AUDITORIUM / / EXISTING 3 STORY BUILDING / / WITH BELOW GRADE PARKING GARAGE - EXISTING ACCESSIBLE RAMP TO MAIN ENTRANCE BUS LOADING ZONE ill UP EXISTING DUMPSTER ENCLOSURE RAMP DOWN SITE PLA\ 1"=20'0" 0 10' 20 30 40' 28 15 Q 22 Iw 1ih co EXISTING FIRE k1YRANT SITE PLAN PROVIDED FOR INFORMATION ONLY. ALL EXISTING SUPPLY MAINS AND HYDRANTS ARE EXSTING AND NO WORK IS INCLUDED IN THIS SUBMITTAL 7p - Without Comments As Noted in Red Per The Attached Letter These p:ans have heert reviewed by The Tukwila Fire Pre=w t a t .treau frw conformance with current City stanlr3 Oc ceoc n,..t is subject to errors and Oii!i n. 11 1 ar, not authorize violations of adopted stanoara: t(1 oi-Ciir:anL_3s The responsibility for the ad#.- Jc_- O •sar rests totally with the 0.^ -Signer. - evtSiOf1S to these drawings after 1;, void trtts e Lance and will rewire a irtl..�y:.'• � P = rawings for suesepueft approval. Fina-::1.':.aptance is suoject to field test and inspection by The 1 ukwiia Fire Prevention Bureau. Date:c 511 .KW'RL€ FIF,.AMTM=NT c,:,4 206-575-4407 and ;Ave Z this Fire Permit No. :: ! d exact address for shut- =JAI,orr n bpproval 0 EXISTING ALARM BE EXT. WALL 10' - 1» FIRST FLOO EXISTI\G FLOO it -I I IIL EXIST 4"CENTRAL I-1'11Qp� , 1� I-ul�1l ` �.-. � DRY VALVE*_vs. ' az EXIST 4"OS&Y -_IIID■ OI 4" CHECK VALVE SLAB LEVEL ennommIr i 6x4 RED EXISTING 4" SUPPLY TO UPPER FLOORS EXIST 4"CENTRAL ALARM VALVE ■- EXIST 4"OS&Y PARKING LEVEL FLOOR SLAB Ce UNDERGROUND STUB UP - 6"D.I. U.G. EXISTING NO WORK . '11=11=11=t1=1111:11 .11=11=11=-11-711=11 11=11=11=1=11=11 i-u-lrlru- -- THRUST BLOCK .. (PER NFPA 24) RISER 1/2=1 0 1' DETAIL 1 /FPI EXISTING RISER SHOWN FOR 3, INFORMATION ONLY -NO WORK IN THIS SUBMITTAL 2' 4' SCOPE OF WORK BY EMERALD FIRE, LLC: WORK SHOWN IN THIS SUBMITTAL IS FOR RENOVATION TO EXISTING WET PIPE SPRINKLER SYSTEM INSTALLED. SYSTEM MODIFICATIONS TO CONFORM TO NEW CONSTRUCTION. EXISTING SYSTEM IS SUPPLIED BY EXISTING WET SYSTEM RISER IN PARKING LEVEL GENERAL NOTES: 1. DESIGN AND INSTALLATION TO CONFORM WITH LATEST EDITIONS OF NFPA 13 2. ALL MATERIALS TO BE NEW AND UL OR FM LISTED. 3. PROTECTION OF SPRINKLER FROM PAINT BY OTHERS. 4. ALL PIPE NEW PIPING TO BE SCHEDULE 10 JOINED WITH GROOVED FITTINGS AND WELDED OUTLETS, EXCEPT 1" THREADED PIPE TO BE SCHEDULE 40 BLACK STEEL PIPE. 5. FITTINGS TO BE BLACK CAST IRON OR PAINTED GROOVED. 6. ALL PIPE ELEVATIONS ARE TAKEN FROM CENTER LINE OF PIPE AND ARE AS MARKED ON THE DRAWINGS. 7. SYSTEM IS DESIGN TO DELIVER PER THE NOTES ON THE PLAN. 8. ALL SWAY BRACING TO BE 1" SCH40 PIPE FASTENED PER APPROPRIATE DETAIL. 9. ALL GROOVED COUPLING ARE TO BE RIGID UNLESS NOTED OTHERWISE. 10. ARE EXISITNG AND TO REMAIN 11. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN ADEQUATE HEAT TO PREVENT FREEZING WATER IN THE PIPES. 12. SPRINKLER HEADS ARE TO BE SPACED PER NFPA13. 13. ALL PENETRATIONS THRU RATED WALL SHALL BE FIRECAULKED. 14. TOTAL NUMBER OF ADDED SPRINKLERS = 62 15. ALL CONCEALED SPACES ABOVE CEILINGS ARE NONCOMBUSTIBLE AND NON-SPRINKLERED IN CONFORMANCE WITH NFPA STANDARDS. 16. ALL DRAINS TO BE PIPED OUTSIDE TO A SUITABLE LOACATION NEW PENDANT SPRINKLERS ADDED TO CONFORM TO NEW WALLS AND CEILINGS CONNECT TO EXISITNG 1" OUTLETS A REMOVE EXISTING DROPS TO PENDANT SPRINKLERS. CAP EXISTING OUTLETS A NEW SUPPLY TO PIPING IN NEW CEILING AND SUPPORT STRUCTURE CAP OFF EXISTING PIPING IN AUDITORIUM BEING REMODELED INTO CLASSROOMS ABANDON EXISTING IN-PLACE SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ® 15 PEND CHROME 155 5.60 1/2" TY3231 TYCO TY -FRB Igo' 47 PEND WHITE 155 11.20 3/4" TY5237 Tyco EC -11 tai 70 PEND CHROME 165 5.60 1/2" CSC Central A X 7 UPR BRASS 165 5.60 1/2" CSC central A NEW PENDANT HEADS NEW PENDANT HEADS EXISTING PENDANT HEADS EXISTING UPRIGHT HEADS BASIS OF HYDRAULIC DESIGN: HYDRAULIC DESIGN OF NEW WORK IS BASED ON FLOW INFORMATION PROVIDED BY WATER DISTRICT 125 ON MAY 22, 2018. THIS INFORMATION INDICATES A STATIC PRESSURE OF 104 PSI WITH A RESIDUAL PRESSURE OF 77 PSI WHILE FLOWING 2650 GPM. DESIGN IS .15 GPM DENSITY OVER A DESIGN AREA OF 1500 SQ.FT. DESIGN AREA IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS EXTENDED COVERAGE SPRINKLER DISCHARGE IS BASED ON 18'x18' MAXIMUM SPACING TO ACHIEVE A MINIMUM FLOW OF 33 GPM AT A MINIMUM PRESSURE OF 17 PSI. LOSS FOR FLEXIBLE DROPS TO SPRINKLERS BASED ON (3) BENDS WHICH IS EQUIVALENT TO 19' OF 1" SCHEDULE 40 PIPE PIPING SYMBOLS: +0-0 -0 BOJ -0 BOB (0'-0") 0'-0" O • (NAS) (NTS) LINE RESTRAINT Approximate Hanger Location Approximate Bracing Location Approximate Location of Grooved Coupling Elevation from Floor to Centerline of Pipe Elevation down from Joist to Centerline of Pipe Elevation down from Beam to Centerline of Pipe Center to Center Dimension of Pipe Cut Dimension of Pipe Hydraulic Reference Point Rise/Drop Main Sprinkler Riser No Automatic Sprinklers NOT TO SCALE ram= saes ismmowNwp GN ST xiwoo ort WAS FIRE PROTECTION SPRINKf k SWAT= Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL9 Signature u--- as INE - Calculation results for Design Area 1 - CLASSROOM ADDITION e Expires 31118 This system as shown on Emerald Fire, LLC for Impact Charter School at 3438 S 148th St. company print no dated 5/30/18 contract no is designed to discharge at a rate of 0.15 gpm/ft2 (Umin/m2) of floor area over a maximum area of 1680 ft2 when supplied with water at a rate of 700.5 qpm at 86.7 psi at the base of the riser. Hose stream allowance of is included in the above. Occupancy classification: OH1 Commodity classification: Maximum storage height: Storage arrangement: Number of heads flowing: 9 System Type: Wet Maximum velocity: 19.65 ft/s Flow from In -Rack sprinklers: Flow from Overhead sprinklers: Flow from Inside Hoses: Flow from Outside Hoses: Other fixed flows: Total flow in system piping: Additional flow at/beyond source: Total of all flows: 0 gpm 450.5 gpm 0 gpm 250 gpm 0 qpm 700.5 gpm 100 gpm 800.5 gpm Pressure Required at Source: 86.7 psi Pressure Available at Source: 101.1 psi Surplus Pressure at Source: 14.4 psi CERT.#86528 David Yates C.E.T. N.I.C.E.T. Level IV FIRE PROTECTION ENGINEERING TECHNOLOGY WATER-BASED SYSTEMS LAYOUT NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES. 1'V NOTES REVISIONS SPRINKLER SYMBOLS DATE DESCRIPTION BY 6/23/18 REVISED DESIGN DENSITY TO ORDINARY GRP 1 PER TUKWILA REQUIREMENTS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 15 PEND CHROME 155 5.60 1/2" TY3231 TYCO TY -FRB t®` 47 PEND WHITE 155 11.20 3/4" TY5237 Tyco EC -11 M 70 PEND CHROME 165 5.60 1/2" CSC Central A X 7 UPR BRASS 165 5.60 1/2" CSC central A NEW PENDANT HEADS NEW PENDANT HEADS EXISTING PENDANT HEADS EXISTING PENDANT HEADS EMERALD FIRE, LLC. 11021 CRAMER RD. KPN. GIG HARBOR, WA 98329 253-857-2056 DESIGN QUESTIONS 360-591-5396 Impact C±iarter School 3438 S. 148th Street Tukwila, Wa CONTRACTOR: Korsmo NOTES, DETAILS+ SITE PLAN PERMIT NO. CONTRACT NO. APPROVAL City of Tukwila DRAWN BY D.YATES SCALE noted DATE 6/1/18 REVISED PLOTTED FP 1 EXISTING WET PIPE SPRI\ <LE POTECTIO\ :tt TO REMAI\ MECHANICAL MBUSTIBLE CONCEALED SPACE NO A.S REQUIRED goo— _ F I CLASSROOM 110 NEW LIES AND EXTE\DED HALLWAY COVERAGE PE\DANT HEADS H10 5" 3ELOW JOISTS B LD \G SECT 1/8" 1'0' ° 0\ NFW CROSSMAIN 5" RFI OW JOISTS CLASSROOM 105 NEW INTERIOR WALLS: GYP BD ON 3 5/8" METAL STUDS WITH ACOUSTIC BATT INSULATION, TYP STUDENT DROP-OFF/ PICK-UP B01 NO WORK IN PARKING LEVEL LOW PARAPET 130'-0" LEVEL 3 126'-0" EXISTING CATWALK SYSTEM AND SUPPORT STRUCTURE TO REMAIN R-38 BATT INSULATION, TYP LEVEL 2 di 113'-0" 'HARD LID CEILING':GWB ON METAL JOISTS SPANNING BETWEEN CLASSROOM WALLS SUSPENDED ACOUSTIC PANEL CEILING (APC), TYP 16' LEVEL 1 100'-0" PARKING LOBBY dk 91-0" ELEVATOR PIT dk 87'-0" MAINTENANCE SUPPLY B06 CHAIR STORAGE B04 NT LEVEL UNLESS NOTED OTHERWISE CEILING ELEVATION: 8' MAIN PIPE ELEVATION: 7' BRANCH PIPE ELEVATION: 7' ELEVATION FROM JOB REF: —9' RISER ROOM BASEMENT/PARKING LEVEL 1 /8 1 '0' 4' g' 12' 16' RISER TO UPPER FLOORS EXISTING SYSTEM RISERS IN PARKING LEVEL SHOWN FOR REFERENCE ONLY NO WORK IN THIS SUBMITTAL WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL980M (1 ■ Signature Expires 118J 9 CERT. #86528 David Yates C.E.T. N.I.C.E.T. Level IV ETRE PROTECTION ENGINEERING TECHNOLOGY WATER—BASED SYSTEMS LAYOUT NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES. NOTES REVISIONS SPRINKLER SYMBOLS a DATE DESCRIPTION BY 6/23/18 REVISED DESIGN DENSITY TO ORDINARY GRP 1 PER TUKWILA REQUIREME NTS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ® 15 PEND CHROME 155 5.60 1/2" TY3231 TYCO TY—FRB ®" 47 PEND WHITE 155 11.20 3/4" TY5237 Tyco EC -11 ® 70 PEND CHROME 165 5.60 1/2" CSC Central A M 7 UPR BRASS 165 5.60 1/2" CSC central A NEW PENDANT HEADS NEW PENDANT HEADS EXISITNG PENDANT HEADS EXISTING UPRIGHT HEADS EMERALD FIRH;, LLC. 11021 CRAMER RD. KPN. GIG HARBOR, WA 98329 253-857-2056 DESIGN QUESTIONS 360-591-5396 Impact Charter School 3438 S. 148th Street Tukwila, Wa CONTRACTOR: Korsmo RISER ROOM+ BUILDING SECTION PERMIT NO. CONTRACT NO. APPROVAL City of Tukwila DRAWN BY D.YATES SCALE noted DATE 6/1 /18 REVISED PLOTTED FP 2 CONNECTION TO EXISTING 4" MAIN AT ROOF AIN ADDED TO MEET TUKWILA REQUIREMENT FOR MINIMUM ORD GRP 1 DESIGN DENSITY CONFERENCE 102 448 SF EXISTING STAIR A S-A 281 SF 15-1012 EXISTING to CLASSROOM 109 ._ 744 SF Design Area 1 Wet System CLASSROOM ADDITION Demand Calculations using Hazen -Williams Method Occupancy Classification: OH1 Design Area Density: 0.15 Additional Outside Hose: 100 Design Area Size: 1680 Notes: DESIGN AREA BASED ON EXTENDED COVERAGE HEADS AT 18'x18' MAX. SPACING AND BASED ON ORDINARY HAZARD DESIGN DENSITY PER CITY OF TUKWILA REQUIREMENTS E'. EXISTING SYSTEM TO REMAIN NO WORK THIS SUBMITTAL LOBBY 100 2,007 SF OPEN TO ABOVE EXISTING LINE ANIS OUTLETS BELOW BALCONY CONNECT NEW PENDANT HEAD TO EXISTING OULTLET DROP FROM EXISTING ROOF SYSTEM . 3 -6" 17-6 14'-6" 1 1112 rv1-10 017 WORK SHOWN INSIDE DASHED LINE TO BE PRICED AS ADDITIVE ALTERNATE #1 . • • AREA '`OFr'WORK `''_,/ EXISTING.. LINES AND'J A1NS TO REMAIN NEW PENDANT HEADS' CONNECTED TO EXISTING OUTLETS 15 HEADS CONNECTED 'TO EXISTING OUTLETS 6 EXISTING HEADS REMOVED AND OUTLETS CAPPED OFF EXISTING SUPPLY FROM PARKING LEVEL TO REMAIN—NO WORK IN THIS SUBMITTAL LEVEL UNLESS NOTED OTHERWISE CEILING ELEVATION: 8' MAIN PIPE ELEVATION: 12'7” BRANCH PIPE ELEVATION: 12'7" ELEVATION FROM JOB REF: 0 ADD NEW SPRINKLERS, LINES AND MAIN TO PROTECT BELOW NEW SUSPENDED CEILING SPRINKLERS SUPPLIED BY AH -2 FLEXIBLE SPRINKLER DROPS WITH i" THREAD TYP LEVEL 1 1/8"=1'0' 0 4' 8' 12' 16' MAIN AND LINES 5" BELOW NEW HARD—LID CEILING LATERAL BRACING AND LINE RESTRAINTS NOT REQUIRED WHERE HANGER RODS DO NOT EXCEED 6" MEASURED FROM TOP OF PIPE TO ATTACHMENT TO STRUCTURE NOTES REVISIONS SPRINKT,ER SYMBOLS a DATE DESCRIPTION BY 6/23/18 REVISED DESIGN DENSITY TO ORDINARY GRP 1 PER TUKWILA REQUIREME NTS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# 0 15 PEND CHROME 155 5.60 1/2" TY3231 TYCO TY -FRB O' 47 PEND WHITE 155 11.20 3/4" TY5237 Tyco EC -11 gi 70 PEND CHROME 165 5.60 1/2" CSC Central A � 7 UPR BRASS 165 5.60 1/2" CSC central A NEW PENDANT HEADS NEW PENDANT HEADS EXISTING PENDANT HEADS EXISTING UPRIGHT HEADS 4011111•1 1111111•161•111118 NI IIMINtb EMERALD FIRE, LLC. 11021 CRAMER RD. KPN. GIG HARBOR, WA 98329 253-857-2056 DESIGN QUESTIONS 360-591-5396 Impact Charter School 3438 S. 148th Street Tukwila, Wa CONTRACTOR: Korsmo .mm.a,a..ri...r.r`aWANONW wrPlid Na�.s1 CERTIFICATE OF COM�qMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L. EMERAFL98; r 6 Zze_ Signature _'te MMMMoCOI ®gym Expires 12/31/18 CERT.#86528 David Yates C.E.T. N.I.C.E.T. Level IV FIRE PROTECTION ENGINEERING TECHNOLOGY WATER-BASED SYSTEMS LAYOUT NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES. PIPING PLAN LEVEL 1 PERMIT NO. CONTRACT NO. APPROVAL City of Tukwila DRAWN BY D.YATES SCALE noted DATE 6/1/18 REVISED PLOTTED FP 3 0 EXISTING WET PIPING AT ROOF moi% NON—COMBUSTIBLE CONCEALED SPACE WITH NO EXPOSED COMBUSTIBLE CONSTRUCTION NO A.S REQUIRED BUT SPRINKLER PROTECTION RETAINED Er ✓J OFFICE 207 174 SF STOR 206 39 SF COMMON AREA 200 ....................... . 922 SF OFFICE 205 614 SF TOS +38 E71 0) m M + 8 OPEN TO BELOW EXISTING LINES AND HEADS TO REMAIN TYP _,MEN 204 121 SF WOM1=fid== 203 130 SF tE HALLWAY H21 121 SF CONNECT NEW SUPPLY TO LOWER PIPING TO EXISTING MAIN. NON—COMBUSTIBLE CONCEALED SPACE WITH NO EXPOSED COMBUSTIBLE CONSTRUCTION NO A.S REQUIRED EXISITNG PIPING TO REMAIN ±26 r±26'_ +26' +26' r—±26' g-1 ±26' --I-- 26'-i KITCHEN 202 92 SF I i Thr EXISTING MAIN DINING 202A ....... _.. 136 SF r* " 3 3 3 A 7-0 f TOSI+27'9" 1 t OFFICE 201 779 SF EXISTING SUPPLY FROM BASEMENT PARKING 0 I I LEVEL 2 PIPING 1 /8"-=1'0' p 4' 8' 12' 16' PIPING THIS LEVEL SHOWN FOR REFERENCE WITH NO MODIFICATION EXCEPT NEW SUPPLY TO LEVEL 1 SPRINKLERS BELOW NEW HARD LID CEILING SUPPORT STRUCTURE— EXISTING LINES, MAINS AND HEADS TO REMAIN UNLESS NOTED OTHERWISE ®'mra+MMWASHINGTON STATE e a e an e CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Michael Todd Hallengren 7223-0107-C Level 3 Emerald Fire, L.L.C. EMERAFL980M ■ 2,0"ice Expire; 12/ 118 Signature a CERT.#86528 David Yates C.E.T. N.I.C.E.T. Level IV FIRE PROTECTION ENGINEERING TECHNOLOGY WATER—BASED SYSTEMS LAYOUT NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES. NOTES REVISIONS SPRINKLER SYMBOLS DATE DESCRIPTION BY 6/23/18 REVISED DESIGN DENSITY TO ORDINARY GRP 1 PER TUKWILA REQUIREME NTS SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# ® 15 PEND CHROME 155 5.60 1/2" TY3231 TYCO TY—FRB ®" 47 PEND WHITE 155 11.20 3/4" TY5237 Tyco EC -11 ® 70 PEND CHROME 165 5.60 1/2" CSC Central A X 7 UPR BRASS 165 5.60 1/2" CSC central A NEW PENDANT HEADS NEW PENDANT HEADS EXISTING PENDANT HEADS EXISTING UPRIGHT HEADS EMERALD FIRE, LLC. 11021 CRAMER RD. KPN. GIG HARBOR, WA 98329 253-857-2056 DESIGN QUESTIONS 360-591-5396 mpact Charter School 3438 S. 148th Street Tukwila, Wa CONTRACTOR: Korsmo PIPING PLAN LEVEL 2 PERMIT NO. CONTRACT NO. APPROVAL DRAWN BY SCALE DATE REVISED PLOTTED City of Tukwila D.YATES noted 6/1/18 FP 4 u vCD nJ +JcJ'C'rt.1 OxlS-Inn 'Z.on>✓ on e" -x. STL AI. k *-LP t FPere_ 0 CO J DR1 (e) /2 \ A2.1 MEETING RM. RENOVATION - plan SCALE:1/4" = 1'0" moccalwg FPI Fire Protection, Inc. 1730 GIBSAN ROAD EVERETT, WA 98204 ROAD, tom DRAWN BY CONT#FIREPL*021 I''L LI#CATS*RL0220G SEATTLE FIRE DEPT#SCP-C-9955 NICET#4—#Ov'327 CFPS#1473 PROPERTY O ' ASIC AU. R!O,.HTS R � EVE � FIRE PROTECTia', if`d::. ti'xi 2 i i:, i /1 Oke rotes# 411, e 1730.GIBSONROAO EVERETT, WA 08204 (425) 290-9600or 800-681-11 25(Phone) 425-35 MANUFACTURE MODEL DESCRIPTION SYMBOL SYSTEM SENSOR 2WB SMOKE DETECTOR 0 SYSTEM SENSOR PC2R/SCR HORN/STROBE STROBE Igo pc, ❑ Without Comments R" As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire revel tion Bureau for conformance with current City cards. Acceptance i:: subject to errors and ,;;,inns which do not :it+t horize violations of adopted ::dards and or d1nancE.s. Tne respons'hility for the : uac of design 1..sts totally with the designer. don:;, d 1, tion} or revisions to these drawings after • trate will void t:'i;` =:cce t nce and will require a ubrrlittai of revised drawwiings for subsequent approval. -final acceptance is subject to field test andinspection by the Tukwila Fire Prevention Bureau. �1 "Lurk f t rmtihvw ( 17,.,1(A400. 5 a)' e)ckrro - ['hs�yc 5 "wl^c dmf. ci‘evt. r' r 6%4 4 P s . EtiipStiv4z 6retke 11<cs�4 Gigr, o� ,,4 L M �h� �S.Ctw�1-sgJ+�r' 3:12- r o4- airoq, f (41..1 rCr(i C2. S So,eW; lC� /615°1s TUKWILA FIRE DEPARTMENT Please call 206-575••4407 and give this Fire Permit No. and ,exact address for shut- down or restoration approval. 11. 0 roirs 9LO/1 LCors erA4 tig.OFRF .ECO� 4400 r W-001. CFpS® *1473 MEETING ROOM RENOVATIONS FIRE ALARM TI FA 1 _O SGI - Seattle Cultural Center 3438 South 148th Street Tukwi I Ia, WA 98168 Job : date : revisions : scale : 1208 11.20.12 as noted BC °ARCHITECTS 1927 nw kearney street pdx or 97209 PAID JAN 2 9 2013 TUKWILA FIRE 7,62703 -?dp— ❑ Without Comments ❑ As Noted in Red Per The Attached Letter ,'Hese plans have been reviewed by The Tukwila Fire t rcvention Bureau for conformance with current City standards. Acceptance is subject to errors and or nisslons which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design Vests totally with the designer, Additions, deletion 6 or revisions to these drawings after thls date will void th:s acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. -Date: / --3 / - (3 By: 41 L. \ 1 1I CUT BACK (E ARMOVER (E 00 7-8% 41A 1C0) 4.10Y2 A 1" PLUG. O (ELI 0 (E)1 (E)1 EFIRE SPRINKLER TI PLAN RTH SCALE: 1/4" =1'-0" TUKWILA A FIRE DEPARTMENT Please cavi 206-575-4407 and give this Fire Permit .No. and exact address for shut- down or restoration approval PRE -DRILLED HOLE DROP IN ANCHOR HANGER RING A.T.R. SIZE PER N.F.P.A. HDI -P HANGER TYPE P " NTS 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 CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 & TUKWILA FIRE DEPT (LIGHT HAZARD). 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. 2. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 3. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 4. TYPICAL HANGER TO HDI -P (UNLESS NOTED OTHERWISE). 5. MAXIMUM HEAD SPACING TO BE 130 SQ FT. WALL LEGEND: = NEW FULL HEIGHT WALL SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE - NEW SPRINKLER PIPE SPRINKLER HEAD LEGEND: = EXISTING PENDENT SPRINKLER HEAD R 0 = RELOCATED PENDENT SPRINKLER HEAD A = ADD NEW PENDENT SPRINKLER HEAD VICINITY MAP SCALE:NTS wcorporatedeaRj Certifl,oin 4F,A 11111114 itt seit • , �'. Pay eA� wig do °re`./ion S tink‘e� 1:•• p e�, ugh Dece DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND - ALARM VALVE RISER A_ FLOW SWTICH RISER • - DRY PIPE RISER 0 - DELUGE/P.A. RISER - FIRE DEPARTMENT CONNECTION /). - WATER MOTOR GONG - ELECTRIC BELL —0- -0— - FLEXIBLE GROOVED COUPLING - RIGID GROOVED COUPLING - THREADED PIPE COUPLING - CONTROL VALVE - - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) C. +1 - WELDED PIPE TAG O- BRANCHLINE NUMBER 9-0 1 (8-10) - PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) - HYDRAULIC NODE 10'-10" FF - ELEVATION DATUM * 0'-10" TS - CENTERLINE OF PIPE TO DECK MK DATE BY DESCRIPTION nTHIS SYSTEM IS HYDRAULICALLY DESIGNED THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED - FLOW TEST - STATIC: RESIDUAL: GPM FLOWING: DATE & TIME: - SYSTEM DESIGN - A B D E U -HOOK COACH SCREW ROD TOP BEAM CLAMP W/ STRAP EYE ROD L "L" ROD N TOGGLE NUT R S WEDGE ANCHOR SPRINKLER TYPE / SIN NUMBER RECESSED PENDENT MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY SAMMY SUPER SCREW (GST20) F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: MAX AREA/HEAD 130 SQ FT H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT POST K -FACTOR K SHORT CLIP W TOTAL THIS SHEET 7 Fire Sprinklers in WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: SGI 3438 S 148th Street Seattle, WA 98102 DESIGNER: Seibert DATE: January 22, 2012 CONTRACT WITH: Joseph S Simmons Construction Inc 3223 NE 125th Street Seattle, WA 98125 Todd Hartman - 206-362-7227 PAID JAN 22 2013 TUKW! ARE --Y/- 2 73a -2OP SCALE: As Noted HAZARD: As Noted AHJ: City of Tukwila JOB # 3196 SHEET # FP1 OF 1 4hJ s SO