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PP - 12119 EAST MARGINAL WAY SOUTH - EAGLE TRUCK & TRAILER REPAIR - PERMITS AND PLANS
12119 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 19-F-236 18-F-165 15-S-156 95-S-326 SITE LOCATION 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 planreview. **PLEASE PRINT** King Co. Assessor's Tax No.: AO) 361-/ 9 75— Site S Site Address: 12119 E Marginal Way s. Suite Number: Floor: Tenant Name: Eagle Intermodal Services New Tenant? - Yes x❑ - No Property Owner's Name: Usher Properties Mailing Address: 12119 E Marginal way S. Tukwila WA. 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Jim Thomas Day Telephone: 206-763-4819 Company Name: McKinstry Mailing Address: 5005 3rd Ave. S. Seattle WA. 98134 City State Zip E-mail Address: @McKinstry.com Fax Number: 206-763-5407 petrnstt s Total number of new/relocated devices or sprinklerheads: 36 Valuation of Project (contractor's bid price): $ 16,500 Scope of Work (please provide detailed information): Upgrade NE Portion of Warehouse to .35GPM over entire Area to Match The Rest of the existing Warehouse. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTHORIZED AGENT:/% Signature: !!! �- 1 //�yt-c;: 4'C (' Date: 9/21/2015 .� Print Na • 7 -tom S w/t G -=''i s%%�/L� Day Telephone: 206-763-4819 Plan Permit App.doc 1/2/13 TFD FP Form 8 4,43Sw44 SITE LOCATION 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 planreview. **PLEASE PRINT** Site Address: 12119 E Marginal Way s. King Co. Assessor's Tax No.: Suite Number: Floor: Tenant Name: Eagle Intermodal Services New Tenant? - Yes ❑x - No Property Owner's Name: Usher Properties Mailing Address: 12119 E Marginal way S. Tukwila WA. 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Jim Thomas Day Telephone: 206-763-4819 Company Name: McKinstry Mailing Address: 5005 3`d Ave. S. Seattle WA. 98134 City State Zip E-mail Address: Permit@McKinstry.com Fax Number: 206-763-5407 Total number of new/relocated devices or sprinklerheads: 36 Valuation of Project (contractor's bid price): $ 16,500 Scope of Work (please provide detailed information): Upgrade NE Portion of Warehouse to .35GPM over entire Area to Match The Rest of the existing Warehouse. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Plan Permit App.doc Date: 9/21/2015 Day Telephone: 206-763-4819 1 /2/13 TFD FP Form 8 441&, SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 1023049075 Site Address: 12119 E MARGINAL WAY Suite Number: Floor: Tenant Name: KING COUNTY CAPITAL PLANNING New Tenant? - Yes ®-No Property Owner's Name: KING COUNTY CAPITAL PLANNING Mailing Address: 500 FOURTH AVENUE RM 820 SEATTLE, WA 98104 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: LINDSEY LESLIE Day Telephone: 2532843707 Company Name: E -SQUARED SYSTEMS LLC Mailing Address: PO BOX 731227 PUYALLUP WA 98373 E-mail Address: LINDSEYL@E2SYSTEMSLLC.COM City Fax Number: State Zip Contractor's City of Tukwila BUS -0994423 NICET III number: RYAN MESSER 135229 Business License number: Total number of new/relocated devices or sprinlder heads: 1 -NEW CEILING MOUNT HORN/STROBE Valuation of Project (contractor's bid price): $ 1700 Scope of Work (please provide detailed information): INSTALL NEW CEILING MOUNT HORN/STROBE IN NEWLY CREATED OFFICE SPACE. CONNECT TO FXISTING CIRCUIT 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, E4. OR A � ' ,AGENT: Signature: Print Name: LINDSY LESLIE Plan Permit App.doc PAID AUS 17 2018 TUKWILA FIRE Day Telephone: 253- 843707 Date: 8/15/18 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** n King Co. Assessor's Tax No.: Site Address: 12.1 \"n 1 E . •M q %g\ nc 1 viay n S Suite Number: Floor: CeLr) t IV 1 Tenant Name: Ing Ce Ei l PDL16)1/6New Tenant? ❑ - Yes ❑ - No Property Owner's Namer:` Hnq Cum Iv1 'vI�i1 r v ppnn Mailing Address: 2E 1 S. �c\c_\(Son Sir -I- \S1.,V1 1 V v f 1 b I L City State Zip CONTACT PERSON -if there are questions about the submittal. Name: E\ li-anth 'Osher Day Telephone: 2_010 L.6 Company Name: Ci igr6 &tax a)SlCms Mailing Address: 17/-1-73 Av-e E. Sev "k_ "' ` - ' " ✓\` ext 2-11 E-mail Address: s1�Y L� V ���; an�lC� It Fax Number: 2(i�Q • 'tie �' Zig n C� c C \ \ (l Contractor's City of Tukwila 3 US p� (�I r��9' I' NICET III number: J J �V 1 Business License number: v`1�'1 Ct Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 5OIC) •• 00 Scope of Work (please provide detailed information): I n Sk C'(I \ C ` 1 rAE S rGd 0 mon d -ex-kS`h no- s s -i -e n PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Od / ' Date: Print Name: Ell bah f S ?X Day Telephone: 200 L022 •L96 ---7q5 ext 2T1 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Eagle Intermodal Services 12119 East Marginal Way S Permit No.: 15-S-156 Date: October 2, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/z inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • 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 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. All code references are NFPA 13, 2013 Edition. z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /S -f --/6S PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT' 206-575-4407 Project:Rd /�-�/I Type of Inspection: Address: Suite #: / 24 tg e AS Conta Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: — P/4 ie-e-/,.-Sec#44 /14-tr.404-i Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector4z,, dryy( Date: //21//1 Hrs.: /. v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Billing Address L, Attn: ...41 L €. � Company Name: �t S75.4.,,6 , , Address: 2,1,0 2,2.. 1 Cityr S , Word/Inspection Record Form.Doc State: 3/14/14 Zip: 17dgi3 ? 3 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project ali) k6M Type of Inspection: itm Address: Suite #: '2119 El1/1. W S Contact Person: Special Instructions: Monitor: Phone No.: nApproved per applicable codes. orrections required prior to approval. COMMENTS: frievkis/S9-rk-e4 a--fG S'y/1 e Malu CeArruilens /9740 Pr, or 40 %'e_ lrtS— Needs Shift Inspection: y Sprinklers: Fire Alarm: � / Hood & Duct: Monitor: �;,.,e-h" Pre -Fire: fi Permits: Occupancy Type: ,,/ Inspector: f-727 7 Date: /61/24 --he Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 / INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /5--s—/S6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 6.- e- %#,/4r4!.. Type of Inspection: ,c, Address: Suite #: /Z_//9 �,-.7v1Gvs Contact Person: Special Instructions: Pre -Fire: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: 404D Z -/o .,g,- fLrs c ,/fa, — Pis Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �a: i /f h Date: 51/ Hlrs.: 2 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date I/9-,9/1 Permit # Property Address 121 / ? j1/1 a 9 1-6 a 1 VV Qy $ Suite # City TUKWILA Zip Code 92 /g ' Name of Facility £ogle 13u ;Wing n Occupied as k f) Coapt M ro Owner or Representative Phone # Installing Company E-59, vac e d S's 'ferns' Installing Contractor's Address 3006 g%f'/Li $ 74 - City City L. a ke Wpcd Phone # Installer's Name (PRINT) Vt. s fi,i Made.' 1 License and/or Certificate WA EL 06 R upl,Ti 4 e i pe General Contractor Electrical Contractor FACP Equipment Manufacturer Rad ;on /C Model # p 7212, This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by 7-0$ fin R t&d / 11 On (date) ' /...T/ /9 and includes the devices listed on back. Circle all that apply: NFPA 72, Chapter 1 2 4 5 6 7 and/or 1FC SEC 907 NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) Tukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor SIGNED System is monitored by /4 k riyl Gea ter Date 1/2., 94 9 System Firmware: Installed version Initial program Installation Checksum Revisions and Reasons Date Date Programmed by EQUIPMENT INSTALLED AND TESTED: Control Panel 1_ of 1 Make/Model 5 i /e/174-ki9,h /-/5 t%97 Manual Station of Make/Model -/ Smoke Detectors _ of _ Make/Model Heat Detectors _ of _ Make/Model Duct Detectors of Make/Model A/V Devices J alp Make/Model W 4 e e l oc k/ff5 Rc Audio Devices _ of _ Make/Model Visual Devices 1_ of Z Make/Model W6 e l aC k! $ TRC Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries Readings Battery Full Load Charge Generator _ of Make/Model HVAC Controls _ of Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator of Make/Model ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of _ Make/Model Valve Tamper Sw. _ of _ Make/Model PIV of Make/Model Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 Sheet of SafetyFirst Fire Systems, Inc. Date 12/15/95 Job: SCOTT15 PROJECT INFORMATION Job_ Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Density 0.15 gpm/sq.ft. Area of Operation 4000 square feet Area per Sprinkler 100 sq. ft. Number of Sprinklers Calculated: 40 heads Authority having Jurisdiction_ _ NFPA-13 Hose 500.0 gpm Outside Hose System type_ _ Wet Water Supply _ 125.00 psi Static, 20.00 psi Residual @ 3500.0 gpm CALCULATION SUMMARY Demand 44.33 psi @ 733.4 gpm @ B.O.R. 46.69 psi @ 1233.4 gpm @ Supply 109.75 psi available @ 1233.4 gpm Demand is below curve by 63.06 psi Notes: SCOTT15 12/15/95 1:16pm (Wd9) MO 13 3 3 03 CO 3 Pressure CPSI) 3 CA OD 31 3 an C 3 -Sheet of ✓ r r ▪ r CO 3 3 3 3 3 r 3 3 3 m 03 3 3 3 3 Static = 125.00 psi, Residual = 20.00 psi at a flow of 3500.0 gpm. Demand at BOR = 44.33 psi with 733.4 gpm flowing. System demand = 46.69 psi with 1233.4 gpm flowing. Pressure available = 109.75 psi when 1233.4 gpm is flowing. Demand is below curve by 63.06 psi. (57.5%) (I(dvab G8' T N) Sheet of SafetyFirst Fire Systems, Inc. Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length SCOTTI5 12/1/95 1:19pm Sheet of No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 BL1 BL1 BL1 BL1 BL1 BL2 RN1 PC1 RN2 CM1 CM1 CM1 CM1 CM2 CM2 CM2 BU1 RI1 UG1 UG2 SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1.452 8.0 5.6 1.452 8.0 5.6 1.452 8.0 5.6 1.452 8.0 5.6 1.452 4.0 5.6 1.452 4.0 5.6 1.452 3.0 BL1 0.000 0.0 BL1 1.452 3.0 PCi 2.727 12.5 RN1 2.727 12.5 RN1 2.727 12.5 RN1 2.727 7.0 RN1 2.727 12.5 RN2 2.727 12.5 RN1 2.727 5.5 RN1 6.357 15.0 CM1 6.357 19.0 BU1 6.160 50.0 RI1 6.160 0.0 UG1 7.17 0.00 7.17 0.00 7.17 0.00 7.17 0.00 7.17 0.00 7.17 0.00 BL2 0.00 3.00 4/5 0.00 0.00 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CM2 0.00 0.00 0.00 19.00 0.00 3.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 500.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 140 140 32 32 32 32 32 1T 32 1T 32 1T 32 32 1T 32 32 32 32 1T 32 32 32 1T 32 2VE 32 1ALV,1GV 32 lUT1,1UE 32 SCOTT15 12/15/95 1:20pm Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 1 C = 120 A 8.0 PT 7.17 1 End head 15.0=5.60(7.17)"'.5 F 0.0 PE 0.00 1 15.0 1.45 T 8.0 0.01568 PF 0.13 2.91 A 8.0 PT 7.30 2 15.1=5.60(7.30)".5 F 0.0 PE 0.00 2 30.1 1.45 T 8.0 0.05699 PF 0.46 5.84 A 8.0 PT 7.75 3 15.6=5.60(7.75)".5 F 0.0 PE 0.00 3 45.7 1.45 T 8.0 0.12329 PF 0.99 8.86 A 8.0 PT 8.74 4 16.6=5.60(8.74)".5 F 0.0 PE 0.00 4 62.3 1.45 T 8.0 0.21839 PF 1.75 12.06 A 4.0 PT 10.48 5 18.1=5.60(10.48)"'.5 F 7.7 PE 0.00 5 80.4 1.45 1T T 11.7 0.35041 PF 4.10 15.58 PT 14.58 9 Riser Nipple Jct K -factor for branchline no. 1 = 80.4/(14.58)"'.5 = 21.06 at Hyd Ref Pts 9 7 Riser Nipple (Top of RN =4/5*Branchline 1) C = 120 A 3.0 PT 14.58 9 4/5*BL1 64.3=16.84(14.58)".5 F 7.7 PE 1.30 (EL= 3.00 ft) 9 64.3 1.45 1T T 10.7 0.23191 PF 2.48 12.46 PT 18.36 14 Cross main Jct K -factor for riser nipple = 64.3/(18.36)".5 = 15.01 Branchline No. 2 C = 120 A 4.0 PT 7.17 6 End head 15.0=5.60(7.17)".5 F 7.7 PE 0.00 6 15.0 1.45 1T T 11.7 0.01568 PF 0.18 2.91 PT 7.35 7 Riser Nipple Jct K -factor for branchline no. 2 = 15.0/(7.35)"'.5 = 5.53 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=26.59=21.06+5.53 A 3.0 PT 14.58 7 BL1 + BL2 101.5=26.59(14.58)".5 F 7.7 PE 1.30 (EL= 3.00 ft) 7 101.5 1.45 1T T 10.7 0.53953 PF 5.77 19.67 PT 21.65 10 Cross main Jct K -factor for riser nipple = 101.5/(21.65)".5 = 21.82 at Hyd Ref Pts 10 11 12 13 15 16 SCOTTI5 12/15/95 1:20pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting No (gpm) (inch) and Dev Cross main 1 'Sheet of Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 12.5 0.0 12.5 12.5 0.0 12.5 12.5 0.0 12.5 7.0 19.5 26.5 101.5=21.82(21.65)".5 F 10 101.5 2.73 T A 102.2=21.82(21.96)'.5 F 11 203.7 2.73 T A 104.9=21.82(23.10)".5 F 12 308.6 2.73 T A 110.3=21.82(25.55)".5 F 13 418.9 2.73 1T T K -factor for Cross main 1 Cross main 2 (Beginning pressure A 69.6=15.01(21.49)'.5 F 14 69.6 2.73 T A 101.5=21.82(21.65)"'.5 F 15 171.1 2.73 T A 103.4=21.82(22.47)"'.5 F 16 274.5 2.73 1T T K -factor for Cross main 2 0.02505 0.09091 0.19597 0.34487 PT PE PF PT PE PF PT PE PF PT PE PF PT 21.65 10 0.00 0.31 21.96 11 0.00 1.14 23.10 12 0.00 2.45 25.55 13 0.00 9.13 34.68 17 = 418.9/(34.68)"'.5 = 71.14 increased 12.5 0.0 12.5 12.5 0.0 12.5 5,5 19.5 25.0 due to PT PE 0.01246 PF PT PE 0.06581 PF PT PE 0.15781 PF PT 5.58 11.19 16.95 23.01 Hyd Ref Pt 15) 21.49 14 0.00 0.16 21.65 15 0.00 0.82 22.47 16 0.00 3.94 26.41 17 = 274.5/(26.41)".5 = 53.41 3.82 9.40 15.08 Notes C = 120 RN#7 RN#7 RN#7 RN#7 Bulk Jct C = 120 RN#9 RN#7 RN#7 Bulk Jct SCOTTI5 12/15/95 1:20pm Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 K=124.55=71.14+53.41A 15.0 PT 34.68 17 CM 1 + CM 2 733.4=124.55(34.68)'.5 F 25.2 PE 0.00 17 733.4 6.36 2VE T 40.2 0.01577 PF 0.63 7.41 PT 35.31 18 Top of Riser Riser C = 120 A 19.0 PT 35.31 18 Top of Riser F 31.4 PE 8.23 (EL= 19.00 ft) 18 733.4 6.36 1ALV 1GV T 50.4 0.01577 PF 0.80 7.41 PT 44.33 19 B.O.R. Under ground C = 140 A 50.0 PT 44.33 19 B.O.R. F 27.0 PE 1.30 (EL= 3.00 ft) 19 733.4 6.16 lUT1 lUE T 77.0 0.01382 PF 1.06 7.90 PT 46.69 20 Under ground 500.0 gpm = Hose 20 1233.4 6.16 A 0.0 PT 46.69 20 F 0.0 PE 0.00 T 0.0 0.00000 PF 0.00 13.28 PT 46.69 21 C = 140 B.O.R. Supply Jct Available flow at 46.69 psi is 2986.9 gpm which is 1753.5 gpm from curve. Supply pressure available with 1233.4 gpm flowing is 109.75 psi, thus system requirement is 63.06 psi below supply curve. (57.5%) Sheet of SafetyFirst Fire Systems, Inc. Date 12/15/95 Job: SCOTT39 PROJECT INFORMATION Job_ Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Density 0.39 gpm/sq.ft. Area of Operation 5000 square feet Area per Sprinkler 100 sq. ft. Number of Sprinklers Calculated: 56 heads Authority having Jurisdiction_ _ NFPA-13 System type_ _ Wet Water Supply _ 125.00 psi Static, 20.00 psi Residual @ 3500.0 gpm CALCULATION SUMMARY Demand 47.33 psi @ 2257.7 gpm @ B.O.R. 66.94 psi @ 2257.7 gpm @ Supply 78.34 psi available @ 2257.7 gpm Demand is below curve by 11.40 psi Notes: SCOTT39 12/15/95 1:06pm (Wd9) no i3 3 3 CO 3 3 3 m Q1 3 3 3 CO I) 3- 3 Sheet of Pressure CPS I ) F+ Lwi 421 LII -4 CO 3 Fes+ CO3 '2? 3 0 3 0 0 3 1 1 1 1 1 3 3 3 3 3 3 0 0 Static = 125.00 psi, Residual = 20.00 psi at a flow of 3500.0 gpm. Demand at BOR = 47.33 psi with 2257.7 gpm flowing. System demand = 66.94 psi with 2257.7 gpm flowing. Pressure available = 78.34 psi when 2257.7 gpm is flowing. Demand is below curve by 11.40 psi. (14.6%) Water Availability Curve Z ( t{dP,L16 S8' T Sheet of SafetyFirst Fire Systems, Inc. Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length SCOTT39 12/15/95 1:06pm Sheet of No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 BL1 BL1 BL1 BL1 BL2 BL2 BL2 RN1 CM1 CM1 CM1 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM2 CM2 BU1 RI1 UG1 UG2 SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Raw data previous Diam Length Kfacl 1.687 1.687 1.687 1.687 1.452 1.452 1.452 2.581 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.160 8.270 6.0 8.0 8.0 4.0 8.0 8.0 4.0 2.5 8.3 8.3 8.3 8.3 8.3 2.3 8.3 8.3 8.3 8.3 8.3 6.0 77.0 19.0 50.0 295.0 to any calculations Kfac2 Press Elev Hose HW Vel Fittings 8.1 8.1 8.1 8.1 8.1 8.1 8.1 BL1 BL2 RN1 RN1 RN1 RN1 RN1 RN1 RN1 RN1 RN1 RN1 RN1 RN1 CM1 CM2 BU1 RI1 UG1 -2 10.10 0.00 10.10 0.00 10.10 0.00 10.10 0.00 10.10 0.00 10.10 0.00 10.10 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 0.00 0.00 0.00 0.00 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1VT 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1VT 0.0 120 32 2VE 0.0 120 32 1ALV,1GV 0.0 140 32 lUT1,1UE 0.0 140 32 2UE,1UT1,1BKF SCOTT 3 9 12/15/95 1:06pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Sheet of Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev Branchline No. 1 (ft) (psi/ft) (psi) Ref (fps) A 6.0 0.0 6.0 8.0 0.0 8.0 8.0 0.0 8.0 4.0 10.0 ` 14.0 0.28374 25.8=8.10(10.10)'.5 F 1 25.8 1.69 T A 25.9=8.10(10.22)".5 F 2 51.7 1.69 T A 26.7=8.10(10.82)".5 F 3 78.3 1.69 T A 28.2=8.10(12.10)'.5 F 4 106.5 1.69 1T T K -factor for branchline Branchline No. 2 PT PE 0.02053 PF PT PE 0.07441 PF PT PE 0.16065 PF PT PE PF PT 10.10 1 0.00 0.12 3.69 10.22 2 0.00 0.60 7.41 10.82 3 0.00 1.29 11.24 12.10 4 0.00 3.98 15.28 Notes C = 120 End head 16.09 8 Riser Nipple Jct no. 1 = 106.5/(16.09)".5 = 26.55 A 8.0 0.0 8.0 8.0 0.0 8.0 4.0 7.7 11.7 25.8=8.10(10.10)".5 F 5 25.8 1.45 T A 26.2=8.10(10.44)".5 F 6 51.9 1.45 T A 27.7=8.10(11.69)'.5 F 7 79.6 1.45 1T T K -factor for 0.04262 0.15602 0.34407 PT PE PF PT PE PF PT PE PF PT 10.10 5 0.00 0.34 4.99 10.44 6 0.00 1.25 10.06 11.69 7 0.00 4.02 15.42 C = 120 End head 15.71 8 Riser Nipple Jct branchline no. 2 = 79.6/(15.71)".5 = 20.08 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) K=46.63=26.55+20.08 A 2.5 PT 187.1=46.63(16.09)".5 F 14.9 PE 8 187.1 2.58 1T T 17.4 0.10147 PF PT C = 120 16.09 8 BL1 + BL2 1.08 (EL= 2.50 ft) 1.76 11.47 18.93 9 Cross main Jct K -factor for riser nipple = 187.1/(18.93)'.5 = 43.00 at Hyd Ref Pts 9 10 11 12 13 14 15 16 17 18 19 20 SCOTT39 12/15/95 1:07pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping' 12119 E. Marginal Way So. Tukwila, Wa. Sheet of Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev Cross main 1 (ft) (psi/ft) (psi) Ref (fps) A 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 2.3 31.4 33.7 187.1=43.00(18.93)-.5 F 9 187.1 6.36 T A 187.2=43.00(18.94)'.5 F 10 374.3 6.36 T A 187.3=43.00(18.98)".5 F 11 561.6 6.36 T A 187.7=43.00(19.06)".5 F 12 749.3 6.36 T A 188.4=43.00(19.20)".5 F 13 937.7 6.36 T A 189.4=43.00(19.40)".5 F 14 1127.1 6.36 1VT T K -factor for Cross main Cross main 2 187.1=43.00(18.93)"'.5 15 187.1 6.36 187.2=43.00(18.94)'.5 16 374.3 6.3.6 187.3=43.00(18.98)"'.5 17 561.6 6.36 187.7=43.00(19.06)'.5 18 749.3 6.36 188.4=43.00(19.20)".5 19 937.7 6.36 189.4=43.00(19.40)'.5 20 1127.1 6.36 1VT K -factor for Cross main A F T A F T A F T A F T A F T A F T 0.00126 0.00454 0.00962 0.01640 0.02484 0.03491 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 18.93 9 0.00 0.01 18.94 10 0.00 0.04 18.98 11 0.00 0.08 19.06 12 0.00 0.14 19.20 13 0.00 0.21 19.40 14 0.00 1.18 20.58 21 1 = 1127.1/(20.58)"'.5 = 248.44 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 6.0 31.4 37.4 0.00126 0.00454 0.00962 0.01640 0.02484 0.03491 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 18.93 15 0.00 0.01 18.94 16 0.00 0.04 18.98 17 0.00 0.08 19.06 18 0.00 0.14 19.20 19 0.00 0.21 19.40 20 0.00 1.31 20.71 21 2 = 1127.1/(20.71)".5 = 247.66 1.89 3.78 5.68 7:57 9.48 11.39 1.89 3.78 5.68 7.57 9.48 11.39 Notes C = 120 RN#8 RN#8 RN#8 RN#8 RN#8 RN#8 Bulk Jct C = 120 RN#8 RN#8 RN#8 RN#8 RN#8 RN#8 Bulk Jct SCOTT39 12/15/95 1:07pm Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 K=496.10=248.44+247.A6 77.0 PT 20.71 21 CM 1 + CM 2 2257.7=496.10(20.71)".5 F 25.2 PE 0.00 21 2257.7 6.36 2VE T 102.2 0.12621 PF 12.89 22.82 PT 33.60 22 Top of Riser Riser C = 120 A 19.0 PT 33.60 22 Top of Riser F 31.4 PE 7.36 (EL= 17.00 ft) 22 2257.7 6.36 1ALV 1GV T 50.4 0.12621 PF 6.36 22.82 PT 47.33 23 B.O.R. Under ground C = 140 A 50.0 PT 47.33 23 B.O.R. F 27.0 PE 0.00 23 2257.7 6.16 lUT1 lUE T 77.0 0.11062 PF 8.52 24.31 PT 55.85 24 k -K It4P 1p4W Under ground lC = 140 A 295.0 PT 55.85 24 040(.6/ B.O.R. F 50.0 PE 0.00 v 24 2257.7 8.27 2UE lUT1 T 345.0 0.02635 PF 11.09 13.48 1BKF = 2.00# 1BKF PT 66.94 25 Supply Jct Available flow at 66.94 psi is 2540.9 gpm which is 283.2 gpm from curve. Supply pressure available with 2257.7 gpm flowing is 78.34 psi, thus system requirement is 11.40 psi below supply curve. (14.6%) r.02 Sheet of Sa.fetyFirst Fire Systems, Inc. Date 12/19/95 Job: SCOTT39 PROJECT INFORMATION Job_ Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Density 0.359P/q. m s ft. Area of Operation 4000 square feet Area per Sprinkler 66.66 Sq. Ft. Number of Sprinklers Calculated: 63 heads Authority having Jurisdiction_ 41\PA_13 System type_ _ Wet Water Supply _ 125.00 psi Static, 20.00 psi Residual @ 3500.0 Sprinklers _ Large Orifice K=8.1 gPm Demand CALCULATION SUMMARY 35.11 psi @ 1525.1 gpm @ B.O.R. 45.26 psi @ 1525.1 gpm @ Supply 102.42 psi available @ 1525.1 gpm Demand is below curve by 57.16 psi Notes: DEC -19-93 TUE 08:37 SAFETYFiK=.Ir&^.. SCOTT39 12/19/95 9:15am Pressure CPS I ) of Static = 125.00 psi, Residual = 20.00 Demand at BOR = 35.11 psi with 1525.1 System demand = 45.26 psi with 1525.1 Pressure available = 102.42 psi when Demand is below curve by 57.16 psi. psi at a flow of 3500.0 gpm. gpm flowing. gpm flowing. 1525.1 gpm is flowing. (55.8%) anan) WM:civi tpAb aavem (' de 1* S8'T N) SafetyFirst Fire Systems, Inc. Description of Fitting abbreviations Code Description Sheet of T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 BKF Backflow preventor.. GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch tine RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure ".5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length DEC -191-95 TUE 08:38 SAFETYFIRSTFIRE 20673s62j98 P.05 SCOTT39. 12/19/95 9:15am Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. No. Code 1 2 3 45 67 8 12 13 14 15 16 17 18 19 20 21 22 23 24 BL1 BL1 BL1 BL1 BL2 BL2 BL2 RN1 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM2 CM2 BUI RI1 UG1 UG2 Raw data previous to any calculations Dian► Length Kfacl Kfac2 Press Elev Bose HW Vel Fittings 1.610 1.610 1.610 1.610 1.380 1.380 1.380 2.469 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.357 6.280 8.270 6.0 8.0 8.0 4.0 8.0 8.0 4.0 2.5 8.3 8.3 2.3 8.3 8.3 8.3 8.3 8.3 6.0 77.0 19.0 50.0 295.0 8.1 8.1 8.1 8.1 8.1 8.1 8.1 BL1 BL2 RN1 RN1 RN1 RN1 RN1 RN1 RN 1 RN1 RN1 CM1 CM2 BU1 RI1 UG1 -2 8.30 0.00 8.30 0.00 8.30 0.00 8.30 0.00 8.30 0.00 8.30 0.00 8.30 0.00 0.00 2.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 17.00 0.00 0.00 0.00 0.00 0.0 120 32 0.0.. 120 32 0.0 120 32 0.0 120 32 1T - 0.0 120 32 0.0 120 32 0.0 120 32 1T 0.0 120 32 1T 0.0 120 32 0.0 120 32 0.0 120 32 1VT 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 0.0 120 32 1VT 0.0 120 32 2VE 0.0 120 32 1ALV,1GV 0.0 140 32 lUT1,1UE 0.0 140 32 2UE,1UT1,1BKF 3COTT39 12/19/95 9:15am . Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. ?ipe Flow Dia Fitting Length Fr Loss Press No (gpm) (inch) and Dev (ft) (psi/ft) (psi) 3ranchline No. 1 (Beginning pressure increased due 6.0 23.7=8.10(8.55)".5 1 23.7 1.61 23.4=8.10(8.31)".5 2 47.0 1.61 23.6=8.10(8.47)".5 3 70.6 1.61 24.5=8.10(9.13)".5 4 95.1 1.61 A F 0.0 T 6.0 0.02208 A 8.0 F 0.0 T' 8.0 0.07858 A 8.0 F 0.0 T 8.0 A 4.0 F 8.0 1T T 12.0 0.28905 PT PE PF PT PE PF PT PE 0.16666 PF PT PE PF PT Hyd o7 Vel�� Ref (fps) to Hyd Ref Pt 2) 8.55 1 0.00 0.13 3.73 8.68 2 0.00 0.63 7.41 9.31 3 0.00 1.33 11.13 10.64 4 0.00 3.47 14.11 Notes C = 120 End head PV= 0.37 PV= 0.83 14.99 PV= 1.51 8 Riser Nipple Jct K -factor for branchline no. 1 = 95.1/(14.11)".5 = 25.32 3ranchline No. 2 (Beginning 23.8=8.10(8.61)".5 5 23.8 1.38 23.3=8.10(8.30)".5 6 47.1 1.38 24.0=8.10(8.76).5 7 71.1 1.38 pressure increased due A 8.0 PT F 0.0 PE T 8.0 0.04711 PF A F T A F 1T T 8.0 PT 0.0 PE 8.0 0.16700 PF 4.0 PT 6.0 PE 10.0 0.35745 PF PT K -factor for branchline no. 2 = user Nipple (Top of RN =Branchline 1 K=44.39=25.32+19.07 A 2.5 166.7=44.39(14.11)-.5 F 12.0 8 166.7 2.47 1T T 14.5 to Hyd Ref Pt 6) C = 120 8.61 5 End head 0.00 0.38 5.10 8.99 6 0.00 1.34 10.11 PV= 0.69 10.32 7 0.00 3.57 15.25 PV= 1.56 13.90 8 Riser Nipple Jct 71.1/(13.90)`.5 = 19.07 * Branchline 2) C = 120 PT 14.11 8 BL1 + $L2 PE 1.08 (EL= 2.50 ft) 0.10182 PF 1.48 11.17 PT 16.67 12 • .Cross main Jct K -factor for riser nipple = 166.7/(16.67)".5 = 40.83 at Hyd Ref Pts 12 13 14 15 16 17 18 19 20 DEC -19-95 Jut. low TT39 12/19/95 9:15am ?e Flow D (gpm) SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck &-Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Press Hyd: Vel (psi) Ref',(fps) Dia (inch) Fitting Length Fr Loss and Dev (ft) (psi/ft) ass main 1 (Beginning pressure A 167.4=40.83(16.80)".5 f 2 167.4 6.36 T A 167.0=40.83(16.73)".5 F 3 334.4 6.36 A 166.7=40.83(16.67)+1.5T 4 501.1 6.36 Sheet of increased due to 8.3 PT 0.0 PE 8.3 0.00102 PF 8.3 PT 0.0 PE 8.3 0.00369 PF 2.3 PT 31.4 PE 33.7 0.00779 PF PT Hyd Ref Pt 14) 16.80 1.2 0.00 0.01 1.69 16.81 13 0.00 0.0. 3.38 16.84 14 0.00 0.26 5.07 17.10 21 K -factor for Cross main 1 = 501.1/(17.10)^.5 = 121.16 -oss main 2 (Beginning pressure increased due to Hyd Ref Pt 20) A 8.3 PT 16.99 15 168.3=40.83(16.99)".5 F 0.0 PE 0.00 1S 168.3 6.36 T 8.3 0.00104 PF 100.010 16 1.70 A 8.3 168.0=40.83(16.92)".5 F 0.0 PE 0.00 16 336.3 6.36 T 8.3 0.00373 PF 0.03 A 8.3 PT 17.03 167.6=40.83(16.85)'.5 F 0.0 PE 0.00 17 503.9 6.36 T 8.3 0.00787 PF 100.07 .07 A 8.3 167.3=40.83(16.79)".5 F 0.0 PE 0.00 18 671.2 6.36 T 8.3 0.01338 PF 0.11 A 8.3 17.21 167.0=40.83(16.72)'.5 F 0.0 PE 0.00 19 838.1 6.36 T 8.3 0.02018 FF 0.17 A 6.0 PT 17.37 166.8=40.83(16.681%5 F 31.4 PE 0.00 1VT T 37.4 0.02823 PF 1.06 10.16 PV= 0.69 20 1004.9 6.36 PT 18.43 21 Bulk Jct Notes C = 120 RN#8 RN#8 PV= 0.08 RN#8 PV= 0.17 Bulk Jct C = 120 RN#8 RN#8 3.40 PV= 0.08 17 RN#8 5.09 PV 0.17 18 RN#8 6.78 PV 0.31 19 RN#8 0.48 8.47 PV RN#8 20 K -factor for Cross main 2 = 1004.9/(18.43)'.5 = 234.08 COTT39 12/19/95 9:15am Sheet of SafetyPirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So._Tukwila, Wa. ipe Flow Dia Fitting Length Fr Loss Press Hyd;' Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref 1(fps) Notes C = 120 ulk K=355.24=121.16+234.118 77.0 PT 18.43 21 CM 1 + CM 2 1525.18355.24(18.43)"'.5 P 25.2 PE 0.00 21 1525.1 6.36 2VE T 102.2 0.06108 PF 26.24 22 .24 15.42 Top of Riser User C = 120 A 19.0 PT 24.67 22 Top of Riser F 31.4 PE 7.36 (EL= 17.00 ft) 22 1525.1 6.36 1ALV 1GV T 50.4 0.06108 PPT 35.11 23 3.08 15.42 B.O.R. ander ground A 50.0 PT 35.11 23 F 27.0 PE 0.00 23 1525.1 6.28 1UT1 lUE T 77.0 0.04873 PF 3.75 15.80 PT 38.86 24 ' Jnder ground A 295.0 PT 38.86 24 F 50.0 PE 0.00 24 1525.1 8.27 2UE IUT1 T 345.0 0.01275 PF 6.40 1BKF PT 45.26 25 C = 140 B.O.R. •• C = 140 B.O.R. 9.11 IBKF = 2.00# Supply Jct Available flow at 45.26 psi is 3016.2 gpm which is 1491.1 gpm from curve. Supply pressure available with 1525.1 gpm flowing is 102.42 psi, thus system requirement is 57.16 psi below supply curve. (55.8%) SafetyFirst Fire Systems, Inc. PROJECT INFORMATION Job_ Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. FIw\115 C -D Sheet of Date 01/02/96 Job: SCOTT15 Density 0.15 gpm/sq.ft. Area of Operation 4000 square feet Area per Sprinkler 100 sq. ft. Number of Sprinklers Calculated: 40 heads Authority having Jurisdiction_ _ NFPA-13 Hose 750.0 gpm Outside Hose System type_ _ Wet Water Supply _ 125.00 psi Static, 20.00 psi Residual @ 3500.0 gpm CALCULATION SUMMARY Demand 44.33 psi @ 733.4 gpm @ B.O.R. 49.83 psi @ 1483.4 gpm @ Supply 103.55 psi available @ 1483.4 gpm Demand is below curve by 53.72 psi Notes: SCOTT15 01/02/96 4:46pm (WED) +`1813 m m Pressure (PSI) CD 0 C 0 CD CD -4 CO 1 1 1 Sheet of 3 3 W 3 W 3 3 3 CP 3 0 Static = 125.00 psi, Residual = 20.00 psi at a flow of 3500.0 gpm. Demand at BOR = 44.33 psi with 733.4 gpm flowing. System demand = 49.83 psi with 1483.4 gpm flowing. Pressure available = 103.55 psi when 1483.4 gpm is flowing. Demand is below curve.by 53.72 psi. (51.90) B1111q 1 tPAU aa3vM 1 c (qdteuS ' T N) Sheet of SafetyFirst Fire Systems, Inc. Description of Fitting abbreviations Code Description T Tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length SCOTT15 01/02/96 4:47pm Sheet of No. Code 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 BL1 BL1 BL1 BL1 BL1 BL2 RN1 PC1 RN2 CM1 CM1 CM1 CM1 CM2 CM2 CM2 BU1 RI1 UG1 UG2 UG3 Diam 1.452 1.452 1.452 1.452 1.452 1.452 1.452 0.000 1.452 2.727 2.727 2.727 2.727 2.727 2.727 2.727 6.357 6.357 6.160 8.270 0.000 SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Raw data previous to any calculations Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 8.0 5.6 7.17 0.00 8.0 5.6 7.17 0.00 8.0 5.6 7.17 0.00 8.0 5.6 7.17 0.00 4.0 5.6 7.17 0.00 4.0 5.6 7.17 0.00 3.0 BL1 BL2 0.00 3.00 0.0 BL1 4/5 0.00 0.00 3.0 PC1 0.00 3.00 12.5 RN1 0.00 0.00 12.5 RN1 0.00 0.00 12.5 RN1 0.00 0.00 7.0 RN1 0.00 0.00 12.5 RN2 0.00 0.00 12.5 RN1 0.00 0.00 5.5 RN1 0.00 0.00 15.0 CM1 CM2 0.00 0.00 19.0 BU1 0.00 19.00 50.0 RI1 0.00 295.0 UG1 -2 0.00 0.0 UG2 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.00 0.0 0.00 0.0 0.00 750.0 120 32 120 32 120 32 120 32 120 32 1T 120 32 1T 120 32 1T 120 32 120 32 1T 120 32 120 32 120 32 120 32 1T 120 32 120 32 120 32 1T 120 32 2VE 120 32 1ALV,1GV 140 32 1UT1,1UE 140 32 2UE,1UT1,1BKF 140 32 SCOTT15 01/02/96 4:47pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Sheet of Pipe Flow Dia Fitting Length Fr Loss Press. Hyd Vel No (gpm) (inch) and Dev Branchline No. 1 (ft) (psi/ft) (psi) Ref (fps) A 8.0 0.0 8.0 8.0 0.0 8.0 8.0 0.0 8.0 8.0 0.0 8.0 4.0 7.7 11.7 15.0=5.60(7.17)'.5 F 1 15.0 1.45 T A 15.1=5.60(7.30)'.5 F 2 30.1 1.45 T A 15.6=5.60(7.75)".5 F 3 45.7 1.45 T A 16.6=5.60(8.74)".5 F 4 62.3 1.45 T A 18.1=5.60(10.48)"'.5 F 5 80.4 1.45 1T T 0.01568 0.05699 0.12329 0.21839 0.35041 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 7.17 1 0.00 0.13 2.91 7.30 2 0.00 0.46 5.84 7.75 3 0.00 0.99 8.86 8.74 4 0.00 1.75 12.06 10.48 5 0.00 4.10 15.58 Notes C = 120 End head 14.58 9 Riser Nipple Jct K -factor for branchline no. 1 = 80.4/(14.58)"'.5 at Hyd Ref Pts 9 7 Riser Nipple (Top of RN =4/5*Branchline 1) A 64.3=16.84(14.58)"'.5 F 9 64.3 1.45 1T T 3.0 7.7 10.7 0.23191 PT PE PF PT = 21.06 C = 120 14.58 9 4/5*BL1 1.30 (EL= 3.00 ft) 2.48 12.46 18.36 14 Cross main Jct K -factor for riser nipple = 64.3/(18.36).5 = 15.01 Branchline No. 2 A 4.0 15.0=5.60(7.17)'.5 F 7.7 6 15.0 1.45 1T T 11.7 PT PE 0.01568 PF PT 7.17 6 0.00 0.18 2.91 7.35 7 Riser Nipple Jct C = 120 End head K -factor for branchline no. 2 = 15.0/(7.35)".5 = 5.53 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=26.59=21.06+5.53 A 3.0 PT 14.58 7 BL1 + BL2 101.5=26.59(14.58)".5 F 7.7 PE 1.30 (EL= 3.00 ft) 7 101.5 1.45 1T T 10.7 0.53953 PF 5.77 19.67 PT 21.65 10 Cross main Jct K -factor for riser nipple = 101.5/(21.65)"'.5 = 21.82 at Hyd Ref Pts 10 11 12 13 15 16 SCOTT15 Pipe Flow No (gpm) 01/02/96 4:48pm Cross main 1 SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping' 12119 E. Marginal Way So. Tukwila, Wa. Sheet of Dia Fitting Length Fr Loss Press Hyd Vel (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) A 12.5 0.0 12.5 12.5 0.0 12.5 12.5 0.0 12.5 7.0 19.5 26.5 101.5=21.82(21.65)"'.5 F 10 101.5 2.73 T A 102.2=21.82(21.96)".5 F 11 203.7 2.73 T A 104.9=21.82(23.10)".5 F 12 308.6 2.73 T A 110.3=21.82(25.55)".5 F 13 418.9 2.73 1T T K -factor for Cross main 1 Cross main 2 (Beginning pressure A 69.6=15.01(21.49)'.5 F 14 69.6 2.73 T A 101.5=21.82(21.65)".5 F 15 171.1 2.73 T A 103.4=21.82(22.47)".5 F 16 274.5 2.73 1T T 0.02505 0.09091 0.19597 0.34487 PT PE PF PT PE PF PT PE PF PT PE PF PT = 418.9/(34.68)".5 increased 12.5 0.0 12.5 12.5 0.0 12.5 5.5 19.5 25.0 due to PT PE 0.01246 PF PT PE 0.06581 PF PT PE 0.15781 PF PT K -factor for Cross main 2 = 274.5/(26.41)'.5 21.65 10 0.00 0.31 21.96 11 0.00 1.14 23.10 12 0.00 2.45 25.55 13 0.00 9.13 34.68 17 = 71.14 5.58 11.19 16.95 23.01 Hyd Ref Pt 15) 21.49 14 0.00 0.16 21.65 15 0.00 0.82 22.47 16 0.00 3.94 26.41 17 = 53.41 3.82 9.40 15.08 Notes C = 120 RN#7 RN#7 RN#7 RN#7 Bulk Jct C = 120 RN#9 RN#7 RN# 7 Bulk Jct SCOTT15 01/02/96 4:48pm Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 K=124.55=71.14+53.41A 15.0 PT 34.68 17 CM 1 + CM 2 733.4=124.55(34.68)'.5 F 25.2 PE 0.00 17 733.4 6.36 2VE T 40.2 0.01577 PF 0.63 7.41 PT 35.31 18 Top of Riser Riser C = 120 A 19.0 PT 35.31 18 Top of Riser F 31.4 PE 8.23 (EL= 19.00 ft) 18 733.4 6.36 1ALV 1GV T 50.4 0.01577 PF 0.80 7.41 PT 44.33 19 B.O.R. Under ground C = 140 A 50.0 PT 44.33 19 B.O.R. F 27.0 PE 1.30 (EL= 3.00 ft) 19 733.4 6.16 lUT1 lUE T 77.0 0.01382 PF 1.06 7.90 PT 46.69 20 Under ground C = 140 A 295.0 PT 46.69 20 B.O.R. F 50.0 PE 0.00 20 733.4 8.27 2UE lUT1 T 345.0 0.00329 PF 3.14 4.38 1BKF = 2.00# 1BKF PT 49.83 21 Hose = 750.0 gpm at Hyd Ref Pt. 21 for a total flow of 1483.4 gpm. Available flow at 49.83 psi is 2921.5 gpm which is 1438.1 gpm from curve. Supply pressure available with 1483.4 gpm flowing is 103.55 psi, thus system requirement is 53.72 psi below supply curve. (51.9%) Sheet of SafetyFirst Fire Systems, Inc. Date 01/02/96 Job: SCOTT39 PROJECT INFORMATION Job_ Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Density 0.35 gpm/sq.ft. Area of Operation 4000 square feet Area per Sprinkler 66.66 Sq. Ft. Number of Sprinklers Calculated: 63 heads Authority having Jurisdiction_ _ NFPA-13 Hose 750.0 gpm Outside Hose System type_ _ Wet Water Supply _ 125.00 psi Static, 20.00 psi Residual @ 3500.0 gpm Sprinklers _ _ Large Orifice K=8.1 Demand 35.11 psi 45.26 psi 77.67 psi Demand is CALCULATION SUMMARY @ 1525.1 gpm @ B.O.R. @ 2275.1 gpm @ Supply available @ 2275.1 gpm below curve by 32.41 psi Notes: SCOTT39 01/02/96 4:10pm cia co ea ea w CO 3 r 111 Pressure (PSI) '2 la la ID st Sheet of Static = 125.00 psi, Residual = 20.00 psi at a flow of 3500.0 gpm. Demand at BOR = 35.11 psi with 1525.1 gpm flowing. System demand = 45.26 psi with 2275.1 gpm flowing. Pressure available = 77.67 psi when 2275.1 gpm is flowing. Demand is below curve by 32.41 psi. (41.7%) an41.0 Fil t l lTl tenu 4a4pm (gdtth S8' T N) Sheet of SafetyFirst Fire Systems, Inc. Description of Fitting abbreviations Code Description T Tee VT Victaulic tee VE Victaulic ninety degree elbow ALV Alarm valve: Grinnell F200, F2001 BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction PV Velocity Pressure -.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length SCOTT39 01/02/96 4:13pm Sheet of No. Code 1 2 3 4 5 6 7 8 12 13 14 15 16 17 18 19 20 21 22 23 24 25 BL1 BL1 BL1 BL1 BL2 BL2 BL2 RN1 CM1 CM1 CM1 CM2 CM2 CM2 CM2 CM2 CM2 BU1 RI1 UG1 UG2 UG3 SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Raw data previous to any calculations Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1.610 6.0 8.1 8.30 0.00 0.0 1.610 8.0 8.1 8.30 0.00 0.0 1.610 8.0 8.1 8.30 0.00 0.0 1.610 4.0 8.1 8.30 0.00 0.0 1.380 8.0 8.1 8.30 0.00 0.0 1.380 8.0 8.1 8.30 0.00 0.0 1.380 4.0 8.1 8.30 0.00 0.0 2.469 2.5 BL1 BL2 0.00 2.50 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 2.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 8.3 RN1 0.00 0.00 0.0 6.357 6.0 RN1 0.00 0.00 0.0 6.357 77.0 CM1 CM2 0.00 0.00 0.0 6.357 19.0 BU1 0.00 17.00 0.0 6.280 50.0 RI1 0.00 0.00 0.0 8.270 295.0 UG1 -2 0.00 0.00 0.0 0.000 0.0 UG2 0.00 0.00 750.0 120 32 120 32 120 32 120 32 1T 120 32 120 32 120 32 1T 120 32 1T 120 32 120 32 120 32 1VT 120 32 120 32 120 32 120 32 120 32 120 32 1VT 120 32 2VE 120 32 1ALV,1GV 140 32 lUT1,1UE 140 32 2UE,1UT1,1BKF 140 32 SCOTT39 Pipe Flow No (gpm) 01/02/96 4:13pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Dia Fitting (inch) and Dev Branchline No. 1 (Beginning Sheet of Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) Notes pressure increased due to Hyd Ref Pt 2) C = 120 A 6.0 PT 8.55 1 End head 0.0 PE 0.00 6.0 0.02208 PF 0.13 3.73 8.0 PT 8.68 2 0.0 PE 0.00 8.0 0.07858 PF 0.63 7.41 PV= 0.37 8.0 PT 9.31 3 0.0 PE 0.00 8.0 0.16666 PF 1.33 11.13 PV= 0.83 4.0 PT 10.64 4 8.0 PE 0.00 12.0 0.28905 PF 3.47 14.99 PV= 1.51 PT 14.11 8 Riser Nipple Jct 23.7=8.10(8.55)"'.5 F 1 23.7 1.61 T A 23.4=8.10(8.31)'.5 F 2 47.0 1.61 T A 23.6=8.10(8.47)'.5 F 3 70.6 1.61 T A 24.5=8.10(9.13)".5 F 4 95.1 1.61 1T T K -factor for branchline no. 1 = 95.1/(14.11)".5 = 25.32 Branchline No. 2 (Beginning pressure increased due A 8.0 PT 0.0 PE 8.0 0.04711 PF 8.0 PT 0.0 PE 8.0 0.16700 PF 4.0 PT 6.0 PE 10.0 0.35745 PF PT 23.8=8.10(8.61)".5 F 5 23.8 1.38 T A 23.3=8.10(8.30)".5 F 6 47.1 1.38 T A 24.0=8.10(8.76)".5 F 7 71.1 1.38 1T T K -factor for branchline no. 2 = Riser Nipple (Top of RN =Branchline 1 K=44.39=25.32+19.07 A 2.5 166.7=44.39(14.11)'.5 F 12.0 8 166.7 2.47 1T T 14.5 K -factor for riser nipple = at Hyd Ref Pts 12 13 14 to Hyd Ref Pt 6) C = 120 8.61 5 End head 0.00 0.38 5.10 8.99 6 0.00 1.34 10.11 PV= 0.69 10.32 7 0.00 3.57 15.25 PV= 1.56 13.90 8 Riser Nipple Jct 71.1/(13.90)'.5 = 19.07 + Branchline 2) PT 14.11 PE 1.08 0.10182 PF 1.48 PT 16.67 166.7/(16.67)".5 = 40.83 15 16 17 18 19 20 C = 120 8 BL1 + BL2 (EL= 2.50 ft) 11.17 12 Cross main Jct SCOT739 Pipe Flow No (gpm) 01/02/96 4:13pm SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Dia Fitting (inch) and Dev Sheet of Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) Cross main 1 (Beginning pressure A 167.4=40.83(16.80)".5 F 12 167.4 6.36 T A 167.0=40.83(16.73)".5 F 13 334.4 6.36 T A 166.7=40.83(16.67)'.5 F 14 501.1 6.36 1VT T increased due to Hyd Ref 8.3 PT 16.80 0.0 PE 0.00 8.3 0.00102 8.3 0.0 8.3 0.00369 2.3 31.4 33.7 0.00779 PF PT PE PF PT PE PF PT 0.01 16.81 0.00 0.03 16.84 0.00 0.26 17.10 Pt 14) 12 1.69 Notes C = 120 RN#8 13 RN#8 3.38 PV= 0.08 14 RN#8 5.07 PV= 0.17 21 Bulk Jct K -factor for Cross main 1 = 501.1/(17.10)".5 = 121.16 Cross main 2 (Beginning pressure A 168.3=40.83(16.99)".5 F 15 168.3 6.36 T A 168.0=40.83(16.92)".5 F 16 336.3 6.36 T A 167.6=40.83(16.85)".5 F 17 503.9 6.36 T A 167.3=40.83(16.79)'.5 F 18 671.2 6.36 T A 167.0=40.83(16.72)"'.5 F 19 838.1 6.36 T A 166.8=40.83(16.68)".5 F 20 1004.9 6.36 1VT T increased 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 8.3 0.0 8.3 6.0 31.4 37.4 due to PT PE 0.00104 PF PT PE 0.00373 PF PT PE 0.00787 PF PT PE 0.01338 PF PT PE 0.02018 PF PT PE 0.02823 PF PT Hyd Ref Pt 20) C = 120 16.99 15 RN#8 0.00 0.01 1.70 17.00 16 RN#8 0.00 0.03 3.40 PV= 0.08 17.03 17 RN#8 0.00 0.07 5.09 PV= 0.17 17.09 18 RN#8 0.00 0.11 6.78 PV= 0.31 17.21 19 RN#8 0.00 0.17 8.47 PV= 0.48 17.37 20 RN#8 0.00 1.06 10.16 PV= 0.69 18.43 21 Bulk Jct K -factor for Cross main 2 = 1004.9/(18.43)"'.5 = 234.08 S+CO1'T39 01/02/96 4:13pm Sheet of SafetyFirst Fire Systems, Inc. Sprinkler Systems Hydraulic Flow Calculations Truck & Trailer Equipment "Roof Piping" 12119 E. Marginal Way So. Tukwila, Wa. Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 K=355.24=121.16+234.A8 77.0 PT 18.43 21 1525.1=355.24(18.43)"'.5 F 25.2 PE 0.00 21 1525.1 6.36 2VE T 102.2 0.06108 PF 6.24 15.42 PT 24.67 22 CM 1 + CM 2 Top of Riser Riser C = 120 A 19.0 PT 24.67 22 Top of Riser F 31.4 PE 7.36 (EL= 17.00 ft) 22 1525.1 6.36 1ALV 1GV T 50.4 0.06108 PF 3.08 15.42 PT 35.11 23 B.O.R. Under ground A 50.0 PT 35.11 23 F 27.0 PE 0.00 23 1525.1 6.28 lUT1 lUE T 77.0 0.04873 PF 3.75 15.80 PT 38.86 24 Under ground A 295.0 PT 38.86 24 F 50.0 PE 0.00 24 1525.1 8.27 2UE lUT1 T 345.0 0.01275 PF 6.40 1BKF PT 45.26 25 C = 140 B.O.R. C = 140 B.O.R. 9.11 1BKF = 2.00# Hose = 750.0 gpm at Hyd Ref Pt. 25 for a total flow of 2275.1 gpm. Available flow at 45.26 psi is 3016.2 gpm which is 741.1 gpm from curve. Supply pressure available with 2275.1 gpm flowing is 77.67 psi, thus system requirement is 32.41 psi below supply curve. (41.7%) McKINSTRY CO. 5005 3RD AVENUE SOUTH SEATTLE,WA 98134 HYDRAULIC CALCULATIONS FOR USHER PROPERTIES 12119 E MARGINAL WAY SOUTH SEATTLE WASHINGTON DRAWING NUMBER: 1 OF 1 DATE: 9/17/2015 -DESIGN DATA - REMOTE AREA NUMBER: 2400 REMOTE AREA LOCATION:NE CORNER WHAREHOUSE OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP 2 DENSITY: .35 gpm/sq. ft. AREA OF APPLICATION: 2400 sq. ft. COVERAGE PER SPRINKLER: 67 sq. ft. TYPE OF SPRINKLERS CALCULATED: 3/4" BRASS UPRIGHTS, K=8.0 NUMBER OF SPRINKLERS CALCULATED: 36 HOSE -STREAM DEMAND: 500 gpm TOTAL WATER REQUIRED (INCLUDING HOSE):1,407 gpm FLOW AND PRESSURE (AT BASE OF RISER):1,007 gpm @ 44.9 psi TYPE OF SYSTEM: WET WATER SUPPLY Source: KING CO Test Date: UNKNOWN Test By: KING CO Location: HYDRANT NORTH OF BUILDING Static: 120 psi Residual: 32 psi Flow: 4000 gpm Source Elevation Relative to Finished Floor Level: -7 ft. INSTALLING CONTRACTOR Name: Mckinstry Address: 5005 3rd AVENUE SOUTH SEATTLE WASHINGTON 98168 Phone: 206-762-3311 NAME OF DESIGNER: DBO AUTHORITY HAVING JURISDICTION:TUKWILA FIRE MARSHALL NOTES: Calculations performed by HASS under license # 50060248 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) , WASHINGTON STATE CERTIFICATE OF COMPENTENCY FIRE PROTECTION SPRINKLER SYSTEMS Jon Scott Spitzer 394-10-5763 Level 3 McKinstry Company, L.L.C. MCKINCL942DW Jon Scott Spitzer, Zs.gp.e.v Jen Swd S$ .. & DN S. E..N...D.P.D...ymm.D.•NCK..I!, o Sc.Fire NNW. 0400.Jon SQ Sp..s. Sr o,.,p.ppEn.. „oCS.�,Nsps11230,,-0 7.00 Signature 0 Expires 12/31115 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES 0 H -r-I 0 a, O 0 (V) WATER SUPPLY p�1,0y0 b 11 1-4 I-♦ N 0 0 0 0 • N U U 0 O o N N ›,Ti ( - t ci P4 f0.) du aa)) 0 N 0 p, N NJ to 0 H A Eu co Ill ",Z H 0, T) a7 0 a) H • N �coGI giN� 1,44 atogvg Caici ri N N cci 0 0 0 yr 0 M 0 — O CO N O O 00 0 0 v. O N V1 W co 0 H V. r-) co Lr) N ,- 1 ri C7 1 Cp 0 W W r4 fri U] rn p P4 GI Ra U) -rf -- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES NEPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 120.0 32.0 4000.0 107.3 1407.2 54.8, AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1407.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 907.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 101 21.8 K= 8.00 8.5 23.3 102 21.8 K= 8.00 8.7 23.6 103 21.8 K= 8.00 9.7 24.9 104 21.8 K= 8.00 8.6 23.4 105 21.8 K= 8.00 8.8 23.8 106 21.8 K= 8.00 9.8 25.0 107 21.9 K= 8.00 8.6 23.4 108 21.9 K= 8.00 8.8 23.7 109 21.9 K= 8.00 9.7 25.0 110 21.9 K= 8.00 8.6 23.5 111 21.9 K= 8.00 8.9 23.8 112 21.9 K= 8.00 9.8 25.1 113 22.0 K= 8.00 8.8 23.7 114 22.0 K= 8.00 9.0 24.0 115 22.0 K= 8.00 10.0 25.3 116 22.0 K= 8.00 8.8 23.7 117 22.0 K= 8.00 9.1 24.1 118 22.0 K=. 8.00 10.1 25.4 119 22.1 K= 8.00 9.2 24.3 120 22.1 K= 8.00 9.5 24.6 121 22.1 K= 8.00 10.5 25.9 122 22.1 K= 8.00 9.3 24.4 123 22.1 K= 8.00 9.6 24.7 124 22.1 K= 8.00 10.6 26.1 125 22.1 K= 8.00 10.0 25.4 126 22.1 K= 8.00 10.3 25.7 127 22.1 K= 8.00 11.4 27.0 128 22.1 K= 8.00 10.1 25.4 129 22.1 K= 8.00 10.4 25.8 130 22.1 K= 8.00 11.6 27.2 131 22.3 K= 8.00 11.3 26.9 132 22.3 K= 8.00 11.6 27.2 133 22.3 K= 8.00 12.8 28.7 134 22.3 K= 8.00 11.4 27.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 135 22.3 K= 8.00 11.7 27.4 136 22.3 K= 8.00 13.0 28.8 201 21.2 - - - - 9.8 202 21.2 10.0 203 21.2 11.1 204 21.2 9.8 205 21.2 10.1 206 21.2 11.2 207 21.3 9.8 208 21.3 10.0 209 21.3 11.1 210 21.3 9.9 211 21.3 10.2 212 21.3 11.2 213 21.4 10.0 214 21.4 10.3 215 21.4 11.4 216 21.4 10.1 217 21.4 10.4 218 21.4 11.5 219 21.5 10.5 220 21.5 10.8 221 21.5 12.0 222 21.5 10.6 223 21.5 10.9 224 21.5 12.1 225 21.5 11.5 226 21.5 11.7 227 21.5 13.0 228 21.5 11.5 229 21.5 11.9 230 21.5 13.1 231 21.6 12.9 232 21.6 13.2 233 21.6 14.6 234 21.6 13.0 235 21.6 13.3 236 21.6 14.8 301 21.2 14.5 302 21.3 14.6 303 21.4 14.9 304 21.5 15.7 305 21.5 17.0 306 21.6 - - 19.1 401 20.0 25.1 402 20.0 25.2 403 20.0 25.8 404 20.0 27.1 405 20.0 29.4 406 20.0 32.8 407 20.0 34.6 408 20.0 35.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) TOR 20.0 36.6 BOR 4.0 HOSE STREAM 44.9 100.0 FAFF 1.0 46.3 UG1 -7.0 51.1 BF1 -7.0 51.3 BF2 -7.0 54.3 UG2 -7.0 - - - - 54.4 SOURCE -7.0 SOURCE 54.8 1007.2 SPRINKLER SYSTEM I-IYDRAULIC ANALYSIS Page 6 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES NFPA PIPE DATA Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 8.00 23.3 Disch 0.70 120 1.2 201 21.2 9.8 0.0 1.000 T: 5.0 5.00 -0.3 101 21.8 8.5 23.3 1.049 5.70 0.173 1.0 Pipe: 2 202 102 Pipe: 3 203 103 Pipe: 4 204 104 Pipe: 5 205 105 Pipe: 6 206 106 Pipe: 7 207 107 Pipe: 8 208 108 Pipe: 9 209 109 Pipe: 10 210 110 Pipe: 11 211 111 Pipe: 12 212 112 21.2 21.8 21.2 21.8 21.2 21.8 21.2 21.8 21.2 21.8 21.3 21.9 21.3 21.9 21.3 21.9 21.3 21.9 21.3. 21.9 21.3 21.9 8.00 10.0 8.7 8.00 11.1 9.7 8.00 9.8 8.6 8.00 10.1 8.8 8.00 11.2 9.8 8.00 9.8 8.6 8.00 10.0 8.8 8.00 11.1 9.7 8.00 9.9 8.6 8.00 10.2 8.9 8.00 11.2 9.8 23.6 Disch 0.0 23.6 24.9 Disch 0.0 24.9 23.4 Disch 0.0 23.4 23.8 Disch 0.0 23.8 25.0 Disch 0.0 25.0 23.4 Disch 0.0 23.4 23.7 Disch 0.0 23.7 25.0 Disch 0.0 25.0 23.5 Disch 0.0 23.5 23.8 Disch 0.0 23.8 25.1 Disch 0.0 25.1 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 0.70 120 5.00 5.70 0.177 0.70 120 5.00 5.70 0.195 0.70 120 5.00 5.70 0.174 0.70 120 5.00 5.70 0.179 0.70 120 5.00 5.70 0.197 0.70 120 5.00 5.70 0.174 0.70 120 5.00 5.70 0.178 0.70 120 5.00 5.70 0.196 0.70 120 5.00 5.70 0.175 0.70 120 5.00 5.70 0.180 0.70 120 5.00 5.70 0.198 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 8.00 23.7 Disch 0.70 120 1.3 213 21.4 10.0 0.0 1.000 T: 5.0 5.00 -0.3 113 22.0 8.8 23.7 1.049 5.70 0.178 1.0 Pipe: 14 214 114 Pipe: 15 215 115 8.00 21.4 10.3 22.0 9.0 8.00 21.4 11.4 22.0 10.0 Pipe: 16 216 21.4 116 22.0 Pipe: 17 217 117 8.00 10.1 8.8 8.00 21.4 10.4 22.0 9.1 Pipe: 18 8.00 218 21.4 11.5 118 22.0 10.1 Pipe: 19 219 119 Pipe: 20 220 120 Pipe: 21 221 121 Pipe: 22 222 122 8.00 21.5 10.5 22.1 9.2 24.0 Disch 0.0 24.0 25.3 Disch 0.0 25.3 23.7 Disch 0.0 23.7 24.1 Disch 0.0 24.1 25.4 'Disch 0.0 25.4 24.3 Disch 0.0 24.3 8.00 24.6 Disch 21.5 10.8 0.0 22.1 9.5 24.6 8.00 25.9 Disch 21.5. 12.0 0.0 22.1 10.5 25.9 8.00 24.4 Disch 21.5 10.6 0.0 22.1 9.3 24.4 1.000 T:'5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 Pipe: 23 8.00 24.7 Disch 223 21.5 10.9 0.0 1.000 T: 5.0 123 22.1 9.6 24.7 1.049 Pipe: 24 224 • 124 Pipe: 25 • 225 125 8.00 26.1 Disch 21.5 12.1 0.0 22.1 10.6 26.1 8.00 25.4 Disch 21.5 11.5 0.0 22.1 10.0 25.4 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 0.70 120 5.00 5.70 0.182 0.70 120 5.00 5.70 0.200 0.70 120 5.00 5.70 0.179 0.70 120 5.00 5.70 0.184 0.70 120 5.00 5.70 0.203 0.70 120 5.00 5.70 0.186 0.70 120 5.00 5.70 0.191 0.70 120 5.00 5.70 0.210 0.70 120 5.00 5.70 0.187 0.70 120 5.00 5.70 0.193 0.70 120 5.00 5.70 0.212 0.70 120 5.00 5.70 0.202 1.3 -0.3 1.0 1.3 -0.3 1.0 1.3 -0.3 1.0 1.4 -0.3 1.2 1.3 -0.3 1.1 1.5 -0.3 1.2 1.3 - 0.3 1.1 1.5 - 0.3 1.2 1.4 - 0.3 1.2 SPRINKLER SYSTEM IIYDRAULIC ANALYSIS Page 8 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 226 21.5 126 22.1 Pipe: 27 227 127 8.00 25.7 Disch 11.7 0.0 10.3 25.7 8.00 27.0 Disch 21.5 13.0 0.0 22.1 11.4 27.0. Pipe: 28 228 21.5 128 22.1 Pipe: 29 229 129 Pipe: 30 230 130 Pipe: 31 231 131 Pipe: 32 232 132 8.00 25.4 Disch 11.5 0.0 10.1 25.4 8.00 25.8 Disch 21.5 11.9 ' 0.0 22.1 10.4 25.8 8.00 27.2 Disch 21.5 13.1 0.0 22.1 11.6 27.2 8.00 26.9 Disch 21.6 12.9 0.0 22.3 11.3 26.9 8.00 27.2 Disch 21.6 13.2 0.0 22.3 11.6 27.2 Pipe: 33 233 21.6 133 22.3 Pipe: 34 234 134 8.00 28.7 Disch 14.6 0.0 12.8 28.7 8.00 27.0 Disch 21.6 13.0 0.0 22.3 11.4 27.0 Pipe: 35 235 21.6 135 22.3 Pipe: 36 236 136 8.00 27.4 Disch 13.3 0.0 11.7 27.4 8.00 28.8 Disch 21.6 14.8 0.0 22.3 13.0 28.8 Pipe: 37. 202 21.2 201 21.2 Pipe: 38 203 202 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000. T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000 T: 5.0 1.049 1.000, T: 5.0 1.049 0.0 0.0 10.0 23.3 1.250 9.8 23.3 1.442 0.0 23.3 201 21.2 11.1 23.6 102 1.250 21.2 10.0 47.0 1.442 0.70 120 1.4 5.00 -0.3 5.70 0.206 1.2 0.70 120 1.6 5.00 -0.3 5.70 0.227 1.3, 0.70 120 1.4 5.00 -0.3 5.70 0.203 1.2 0.70 120 1.4 5.00 -0.3 5.70 0.209 1.2 0.70 120 1.6 5.00 -0.3 5.70 0.230 1.3 0.70 120 1.6 5.00 -0.3 5.70 0.225 1.3 0.70 120 1.6 5.00 -0.3 5.70 0.230 1.3 0.70 120 1.7 5.00 -0.3 5.70 0.253 1.4 0.70 120 1.6 5.00 -0.3 5.70 0.226 1.3 0.70 120 1.6 5.00 -0.3 5.70 0.233 1.3 0.70 120 1.8 5.00 -0.3 5.70 0.256 1.5 6.50 120 0.2 0.00 0.0 6.50 0.037 0.2 8.00 120 1.1 0.00 0.0 8.00 0.134 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 '0.0 47.0 202 4.25 120 3.4 301 21.2 14.5 24.9 103 1.250 T: 7.4 7.43 0.0 203 21.2 11.1 71.9 1.442 11.68 0.294 3.4 Pipe: 40 205 204 Pipe: 41 206 205 21.2 21.2 21.2 21.2 0.0 • 10.1 9.8 0.0 11.2 10.1 0.0 23.4 23.4 23.4 204 23.8 105 47.2 Pipe: 42 0.0 47.2 205 301 21.2 14.5 25.0 106 206 21.2 11.2 72.2 Pipe: 43 0.0 0.0 208 21.3 10.0 23.4 207 21.3 9.8 23.4 Pipe: 44 209 21.3 208 21.3 0.0 11.1 10.0 23.4 207 23.7 108 47.1 Pipe: 45 0.0 47.1 208 302 21.3 14.6 25.0 109 209 21.3 11.1 72.0 Pipe: 46 211 210 21.3 21.3 Pipe: 47 212 21.3 211 21.3 0.0 10.2 9.9 0.0 11.2 10.2 0.0 23.5 23.5 23.5 210 23.8 111 47.3 Pipe: 48 0.0 47.3 211 302 21.3 14.6 25.1 112 212 21.3 11.2 72.4 Pipe: 49 214 21.4 213 21.4 Pipe: 50 215 214 Pipe: 51 303 215 21.4 21.4 21.4 21.4 0.0 10.3 10.0 0.0 11.4 10.3 0.0 14.9 11.4 0.0 23.7 23.7 23.7 213 24.0 114 47.6 47.6 214 25.3 115 72.9 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 8.00 120 0.00 8.00 0.037 8.00 120 0.00 8.00 0.135 3.75. 120 7.43 11.18 0.297 6.50 120 0.00 6.50 0.037 8.00 120 0.00 8.00 0.135 4.25 120 7.43 11.68 0.296 8.00 120 0.00 8.00 0.037 8.00 120 0.00 8.00 0.136 3.75 120 7.43 11.18 0.298 6.50 120 0.00 6.50 0.038 8.00 120 0.00 8.00 0.138 4.25 120 7.43 11.68 0.302 0.3 0.0 0.3 1.1 0.0 1.1 3.3 0.0 3.3 0.2 0.0 0.2 3.5 0.0 3.5 0.3 0.0 0.3 1.1 0.0 1.1 3.3 0.0 3.3 0.2 0.0 0.2 3.5 0.0 3.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch 'Act ID (ft.) T Pf/ft. (Pf) Pipe: 52 217 216 Pipe: 53 218 217 Pipe: 54 303 218 Pipe: 55 220 219 Pipe: 56 221 220 Pipe: 57 304 221 21.4 21.4 21.4 21.4 21.4 21.4 21.5 21.5 21.5 21.5 21.5 21.5 0.0 10.4 10.1 0.0 11.5 10.4 0.0 14.9 11.5 0.0 10.8 10.5 0.0 12.0 10.8 0.0 15.7 12.0 Pipe: 58 0.0 223 21.5 10.9 222 21.5 10.6 Pipe: 59 224 21.5 223 21.5 Pipe: 60 304 224 Pipe: 61 226 225 Pipe: 62 227 226 Pipe: 63 305 227 21.5 21.5 21.5 21.5 21.5 21.5 21.5 21.5 Pipe: 64 229 21.5 228 21.5 0.0 12.1 10.9 0.0 15.7 12.1 0.0 11.7 11.5 0.0 13.0 11.7 0.0 17.0 13.0 0.0 11.9 11.5 0.0 23.7 23.7 23.7 216 24.1 117 47.9 47.9 217 25.4 118 73.3 0.0 24.3 24.3 24.3 219 24.6 120 48.9 48.9 220 25.9 121 74.8 0.0 24.4 24.4 24.4 222 24.7 123 49.1 49.1 223 26.1 124 75.2 0.0 25.4 25.4 25.4 225 25.7 126 51.0 51.0 226 27.0 127 78.1 0.0 25.4 25.4 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 1.250 1.442 1.250 T: 7.4 1.442 1.250 1.442 8.00 120 0.00 8.00 0.038 8.00 120 0.00 8.00 0.139 3.75 120 7.43 11.18 0.305 6.50 120 0.00 6.50 0.040 8.00 120 0.00 8.00 0.144 4.25 120 7.43 11.68 0.317 8.00 120 0.00 8.00 0.040 8.00 120 0.00 8.00 0.145 3.75 120 7.43 11.18 0.320 6.50 120 0.00 6.50 0.043 8.00 120 0.00 8.00 0.156 4.25 120 7.43 11.68 0.343 8.00 120 0.00 8.00 0.043 0.3 0.0 0.3 1.1 0.0 1.1 3.4 0.0 3.4 0.3 0.0 0.3 1.2 0.0 1.2 3.7 0.0 3.7 0.3 0.0 0.3 1.2 0.0 1.2 3.6 0.0 3.6. 0.3 0.0 0.3 1.3 0.0 1.3 4.0 0.0 4.0 0.3 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS page 11 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add Fl Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 65 0.0 25.4 228 8.00 120 1.3 230 21.5 13.1 25.8 129 1.250 0.00 0.0 229 21.5 11.9 51.2 1.442 8.00 0.157 1.3 Pipe: 66 0.0 51.2 229 ,3.75 120 3.9 305 21.5 17.0 27.2 130 1.250 T: 7.4 7.43 0.0 230 21.5 13.1 78.4 1.442 11.18 0.346 3.9 Pipe: 67 232 231 Pipe: 68 233 232 Pipe: 69 306 233 Pipe: 70 235 234 Pipe: 71 236 235 0.0 0.0 $.50 120 0.3 21.6 13.2 26.9 1.250 • 0.00 0.0 21.6 12.9 26.9 1.442 G.50 0.048 0.3 0.0 26.9 231 8.00 120 1.4 21.6 14.6 27.2 132 1.250 0.00 0.0 21.6 13.2 54.1 1.442 8.00 0.174 1.4 0.0 54.1 232 4.25 120 4.5 21.6 19.1 28.7 133 1.250 T: 7.4 7.43 0.0 21.6 14.6 82.8 1.442 11.68 0.383 4.5 0.0 0.0 8.00 120 0.4 21.6 13.3 27.0 1.250 0.00 0.0 21.6 13.0 27.0 1.442 8.00 0.048 0.4 0.0 27.0 234 8.00 120 1.4 21.6 14.8 27.4 135 1.250 0.00 0.0 21.6 13.3 54.4 1.442 8.00 0.176 1.4 Pipe: 72 306 21.6 236 21.6 Pipe: 73 401 301 . Pipe: 74 402 302 Pipe: 75 403 303 Pipe: 76 404 304 0.0 54.4 235 3.75 120 4.3 19.1 28.8 136 1.250 T: 7.4 7.43 0.0 14.8 83.2 1.442 11.18 0.386 4.3 0.0 72.2 206 2.00 120 10.6 20.0 25.1 71.9 203 1.250 T: 7.4 7.43 -0.5 21.2 14.5 144.1 1.442 9.43 1.066 10.1 0.0 72.4 212 2.00 120 10.7 20.0 25.2 72.0 209 1.250 T: 7.4 7.43 -0.6 21.3 14.6 144.4 1.442 9.43 1.071 10.1 0.0 . 73.3 218 2.00 120 10.9 20.0 25.8 72.9 215 1.250 T: 7.4 7.43 -0.6 21.4 14.9 146.2 1.442 9.43 1.095 10.3 0.0 75.2 224 2.00 120 20.0 27.1 74.8 221 1.250 T: 7.4 7.43 21.5 15.7 1.50.0 1.442 - 9.43 1.148 Pipe: 77 405 20.0 305 21.5 11.5 -0.6 10.8 0.0 78.4 230 2.00 120 12.4 29.4 78.1 227 1.250 T: 7.4 7.43 -0.6 17.0 156.5 1.442 9.43 1.243 11.7 SPRINKLER SYSTEM IIYDRAULIC ANALYSIS Page 12 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 78 406 306 0.0 20.0 32.8 21.6 19.1 83.2 236 82.8 233 166.0 1.250 T: 7.4 1.442 2.00 120 7.43 9.43 1.386 13.8 -0.7 13.1 Pipe: 79 0.0 0.0 8.33 120 0.2 402 20.0 25.2 144.1 301 3.000 0.00 0.0 401 20.0 25.1 144.1 3.260 8.33 0.020 0.2 Pipe: 80 403 402 Pipe: 81 404 403 Pipe: 82 405 404 Pipe: 83 406 405 Pipe: 84 407 406 Pipe: 85 408 407 0.0 20.0 25.8 20.0 25.2 0.0 20.0 27.1 20.0 25.8 0.0 20.0 29.4 20.0 27.1 0.0 20.0 32.8 20.0 29.4 0.0 20.0 34.6 20.0 32.8 0.0 20.0 35.4 20.0 34.6 144.1 401 144.4 302 288.5 288.5 402 146.2 303 434.7 434.7 403 150.0 304 584.6 584.6 404 156.5 305 741.1 741.1 405 166.0 306 907.1 0.0 907.1 406 907.1 Pipe: 86 0.0 0.0 TOR 20.0 36.6 907.1 407 408 20.0 35.4 907.1 Pipe: 87 0.0 0.0 BOR 4.0 44.9 907.1 408 TOR 20.0 36.6 907.1 Pipe: 88 H.S. 100.0 Disch FAFF 1.0 46.3 907.1 TOR BOR 4.0 44.9 1007.1 Pipe: 89 0.0 0.0 UG1 -7.0 51.1 1007.1 BOR FAFF 1.0 46.3 1007.1 Pipe: 90 BF1 UG1 3.000 3.260 3.000 3.260 3.000 3.260 3.000 3.260 3.000 3.260 6.000 E:17.6 6.357 6.000 2E:35.2 6.357 6.000 C:40.2 6.357 6.000 6.357 6.000 E:22.0 6.280 0.0 0.0 -7.0 51.3 1007.1 FAFF 8.000 -7.0 51.1 1007.1 8.430 8.33 120 0.6 0.00 0.0 8.33 0.073. 0.6 8.33 120 0.00 8.33 0.155 8.33 120 0.00 8.33 0.268 8.33 120 0.00 8.33 0.415 3.00 120 0.00 3.00 0.604 15.00 120 17.60 32.60 0.023 17.00 120 35.21 52.21 0.023 16.00 120 40.23 56.23 0.023 3.00 120 0.00 3.00 0.028 38.00 140 22.00 60.00 0.023 50.00 140 0.00 50.00 0.005 1.3 0.0 1.3 2.2 0.0 2.2 3.5 0.0 3.5 1.8 0.0 1.8 0.8 0.0 0.8 1.2 0.0 1.2 8.2 -6.9 1.3 1.4 - 1.3 0.1 4.8 - 3.5 1.4 0.3 0.0 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 91 0.0 Fixed Pressure Loss Device BF2 -7.0 54.3 1007.1 UG1 3.0 psi, 1007.1 gpm BF1 -7.0 51.3 1007.1 Pipe: 92 0.0 0.0 10.00 140 0.1 UG2 -7.0 54.4 1007.1 BF1 8.000 0.00 0.0 BF2 -7.0 54.3 1007.1 8.430 10.00 0.005 0.1 Pipe: 93 Source 0.0 200.00 140 0.4 SOURCE -7.0 54.8 1007.1 BF2 10.000 0.00 0.0 UG2 -7.0 54.4 1007.2 10.460 200.00 0.002 0.4 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 50060248 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.194 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 34.9 ft/sec at pipe 84. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report,, (5) Available pressure at source node SOURCE under full flow conditions is 94.66 psi compared to the minimum required pressure of 0.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 9/17/2015 C:\HASSDATA\USHER PROPERTIES.4SDFFF.SDF JOB TITLE: USHER PROPERTIES PAGE: * Diameter (in) 1.442 3.260 6.357 8.430 10.460 PAGE: A Diameter (in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.72 7.43 2.48 8.67 7.43 1.24 12.39 12.39 7.43 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 23.50 45.69 16.97 58.75 15.67 5.22 40.47 40.47 45.69 27.12 61.64 19.72 67.80 23.42 6.16 45.61 45.61 61.64 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths E T L C B in Feet G A D N Ell Tee LngEll ChkV.ly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 PAGE: D Diameter (in) 6.280 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 22.00 47.00 14.00 51.00 16.00 5.00 47.00 Fire Alarm System Secondary Battery -set Calculation Worksheet Total Alarm — d a E U Q O 10 10 II >- a x O O 1) 10 O OKt 0 0 0 0 II x O O 0 AES Product 7707P-88-ULP- O 10 Lel x O O CO of II .0 N -a a) a r a Q 0 O 0 x N ca o U I a.E Q Q II O 1.0 10 0 co a; 1-1,ttek 6 frtar rk&J Lky ACCEPTED Without Comments o As Noted in Red o Per The Attached L.etter These plans have been ,..viewed by Th' Tukwila Fire ',evention Burea.,i for i•-.',-,1formarire with current City ndarts. :,,Jolect to errors i•-!.:1‘71 :sslons which C;(1 17f adopted ards ano ror the • equacy of desig,: trE ciesigner, deletiois drawings after this date will vo:ci wi require a resubmittal'esubmItt rpv5dxewifvjs .'i',11;.Seix•Jent approval. Final acceptadce :subject to field cest and inspection by The Tukwila A't Prevention Bureau. Date: a -I° -t Bv: Fire Permit Number -1- To sC.-i,..7,(Jue inspections call 206-575-4407 A comple`a,(3 TukWila Ir ;nted • .0( tO comr ' an • Faiive in a Re- rin,•," • - REVIEWED BY: RYAN T. MESSER NICET III #135229 DESCRIPTION OF WORK: THIS INSTALLATION IS AN ADDITION OF A SINGLE NOTIFICATION DEVICE TO ACCOMMODATE FOR A NEW ALL BEING BUILT. GENERAL NOTES: 1) NOTIFY E–SQUARED SYSTEMS OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. 7) FIELD DETERMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, FIRE DAMPERS, ELEVATOR CONTROLS, & FAN CONTROLS.) CABLE/CONDUCTOR LIST MODEL NUMBER CIRCUIT TYPE CABLE TYPE NO. GAUGE COLOR NOTES HORN/STROBE CEILING MOUNT WHEELOCK EXISTING 1 Si HSRC NOTIFICATION APPLIANCE CIRCUIT FPLR Ni 14/2 RED JACKET SYMBOL MODEL NUMBER DESCRIPTION MANUFACTURE BACK BOX QTY I i• E MT -12 -LS HORN/STROBE CEILING MOUNT WHEELOCK EXISTING 1 Si HSRC HORN/STROBE CEILING MOUNT WHEELOCK 4" SQ DEEP BOX 1 MOUNT MANUAL PULL STATIONS SO ACTUATION LEVER IS AT +48" ABOVE FINISHED FLOOR. MOUNT HORN/STROBES AND STROBES WITH BOTTOM OF STROBE AT +80" ABOVE FINISHED FLOOR. ENTIRE LENS MUST BE BETWEEN 80" & 96" AND NO LESS THAN 6" BELOW CEILING. MOUNT ALL PANELS WITH TOP AT 6'-0" AFF. SET STROBE CANDELA OUTPUT AS SHOWN ON PLANS. EAGLE BUILDING TI 12119 E MARGINAL WAY TUKWI , WA 98168 FIRE ALARM SYSTEM Installation Notes 1) Prior to calling for inspection, the installer shall provide documentation to the local AHJ stating that the system has been installed, tested, evaluated and confirmed to be in accordance with all governing codes and the approved plans. The fire alarm installer system installer shall complete an NFPA 72 Record of Completion (NFPA 72 10.18.2.1). The record of completion shall be provided to the AHJ Inspector at the time of the inspection (NFPA 72 10.18.2.1.2.4). 2) Instructions for operating, testing, and maintenance of the system along with record drawings otherwise referred to "as-builts" and equipment specifications shall be provided at an approved location. 3) All systems and devices shall be installed and tested per the manufacture's listing and the authority have jurisdiction (NFPA 72 10.14.2.1). Label all device locations. 4) FACP and all Remote Power Supplies require a dedicated 12DVAV - 20AMP circuit. A notice placed in the FACP shall direct personnel to the location of the electrical panel that is supplying dedicated power to the system (NFPA 72 10.5.5.1). The dedicated circuit breaker that serves the fire alarm system shall be labeled and secured against tampering with a red breaker lockout. 5) Wall mounted strobes shall be placed 80" minimum to 96" maximum above floor level (NFPA 72 18.5.4.1 & 2). Wall mounted strobes shall be sized in accordance with (NFPA 72 Table 18.5.4.3.1(a). Ceiling mounted strobes shall be placed and sized in accordance with (NFPA 72 Table 18.5.4.3.1(b). 6) When more than two notification appliances are visible at the same time in the same room or adjacent space or the field of view the flash of the strobes shall be synchronized (NFPA 72 18.5.4.3. (3) and (4). 7) Pull stations shall be placed between 42 and 48 inches above floor level. Devices shall be red in color (ICC A117.1 309 and NFPA 72 17.14.5). 8) Center smoke detectors in corridors with ceiling lighting and the FA Strobes. Smoke detectors in corridors are to be spaced per NFPA 72 17.6.3.1 (h) and 17.7.3.2.4.2 (4). 9) Smoke detectors used for elevator recall shall be installedwithin 21' of the elevator door centerline (NFPA 72 21.3.5). 10) Smoke detectors used for door release shall be installed ;within 5' of the door on the centerline of the doorway (NFPA 72 17.7.5.6.6.1). 11) Outdoor strobes required for approaching emergency vehicles to be located on the building at a serviceable height, and to be clearly visible from the emergency vehicle approach path. 12) Fire Alarm circuits to be installed, secured, and terminated in accordance with NEC, NFPA 72, and Local AHJ requirements and standards. AUDIBILITY REQUIREMENTS O Without Comments OAs Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do no( authorize violations of adopted standards anci ow'tiances The responsibility for the adequacy of design rests totally with the designer. Additions, dsletions rr' revisions to these drawings after this date will void t1-1. Jcceptance and will require a resubmittal of rfvid ^rawings for subsequent approval. Final acceptance is s,uoJect to fleld test and inspection by The Tukwila Fire Prevention Bureau. Date:-)-' U l ( By: Al"- c `IJKWILA FIRS. IMPARTMENT 'ieas C li 2065754407 and . give this Fire Permit No. 1�-f—/4S" and exact address for shut- down or resboration approval. AUDIBILITY: A SOUND LEVEL OF 75dba OR 15dba OVER AMBIENT SHALL BE REACHED IN ALL AREAS PROVIDED WITH FIRE ALARM DEVICES PER SPECIFICATIONS AND NFPA-72. FIRE ALARM SYSTEMS SEQUENCE OF OPERATIONS N N 177) N x 0 0 e_ PH: 253.284.3707 FAX: ISSUE COMMENTS SUBMITTAL FOR APPROVAL z 0 I� 0 cO LA 0 >— SYSTEM INPUT X = REQUIRED RESPONSE 0 = OVERRIDE CIRCUIT FAULT LOW BATTERY W LLICLJ J 0 Z 0 0 O 0 J J 0 (1) QZ 0 Z Q ALARM © FCP X X TROUBLE © FCP x x x X SUPV. © FCP X TRANSMIT POINT DESCRIPTION FIRE ALARM TO MONITORING x x x x x x x SCALE: NTS w >- w Q IW w LL COVER SHEET TRANSMIT TROUBLE. TO MONITORING x x x x TRANSMIT SUPV. TO MONITORING FCP BYPASS ON TO MONITORING x 12119 E MARGINAL WAY TU K WI LA, WA 98168 JOB #1036M NOTE: FIRE ALARM AND MNS SIGNALS SHALL OVERRIDE P.A. SYSTEM OPERATION. PAID FA -01 IJP 'r 20Th KFRE 2eV — 1 OF 2 SYMBOL MODEL NUMBER DESCRIPTION MANUFACTURE BACK BOX QTY GAUGE C MT -12 -LS HORN/STROBE CEILING MOUNT WHEELOCK EXISTING 1 Cal E NOTIFICATION APPLIANCE CIRCUIT FPLR HSRC HORN/STROBE CEILING MOUNT WHEELOCK 4" SQ DEEP BOX 1 FP EXISTING �C NOTIFICATION N1-2 CIRCUIT 15CD EXISTING NOTIFICATION CIRCUIT N1-1 30CD CARLE/CO\DCTO LST CIRCUIT TYPE CABLE TYPE NO. GAUGE COLOR NOTES NOTIFICATION APPLIANCE CIRCUIT FPLR Ni 14/2 RED JACKET SECOND FLOOR TI PLAN- FIRE ALARM SCALE: NONE to rn U `t' CO J N d 0 >� 0°R'o UJ Q 4 c\I 00 N N rri W x N O M ISSUE COMMENTS SUBMITTAL FOR APPROVAL z dM o W O SCALE: NTS LJ LL J LLJ Li COVER SHEET (3 F - z2 o� m� LJ Q �<t < LJ LLI c 12119 E MARGINAL WAY TU K WI LA, WA 98168 JOB #1036M FA -02 2 OF 2 24'-6" 25-0" -0" 24'- 6" O -ti r 0 0 1 1 USHER PROPERTIES FIRST FLOOR - SPRINKLER PLAN FP -10F 1 1/8" = 1'-0 8, (CBF1 (BF2> 0 1,. ) 7 % 16V1\J, 1.1111,41+.. 01 ..o$1t*UWfl w* wv..rw•••-"•'rr dfor construction andb : ytthwnthereon.Fit-tct•...' inspection for final he Foregoing -commet'i nditions upon fire Intti hadutes which have b3st1 crmissiener. T,1. y are eat on zs t or "due ca f::r; ,__.._...j rycrd . .. ';cause or cxctuslvely to the rcia:;r c ' rateS as .determincd e .:r .: r .......d tied with and approved Ly r,..:...: be construed as bearing in any way - .. the " has been ex=rcicc J v„”; r a, a to property. f t 1.; i -- PCAW.- _. sM HANGER LEGEND STANDARD SYMBOLS STANDARD SYMBOLS #1. — KWIK BOLT, ROD & RING #2. — BEAM CLAMP, ROD & RING #3. — HILTI STUD, ROD & RING #4. — SIDE BEAM BRACKET, ROD & RING #5. — TJI BRACKET, L -ROD & RING #6. — EYE ROD & RING #7. — COACH SCREW ROD & RING #8. — CEILING FLANGE, ROD & RING 1 — POST INDICATOR VALVE T — KEY GATE VALVE 1,e3— FIRE HYDRANT -Q — WATERFLOW SWITCH - - — 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE NEW UNDERGROUND _-_— EXISTING UNDERGROUND — ALARM CHECK VALVE A - RISER W/ALARM VALVE • — RISER W/DRY VALVE I\1 — SWING CHECK VALVE — O.S.&Y. GATE VALVE — WATER MOTOR GONG - ��� — ELECTRIC BELL — FIRE DEPT. CONNECTION r., SPRINKLER HEAD SYMBOLS t } ALARM FLOW SWITCH W/ E LEL, `BES -L t 1 14 141 "1 - LT L cr Zi.�sjv�Ath! __.. rr�Jflcy c — 1 ► , • r I 1 1'7 Lac. SE.cTlo1 J SAA TV0 co, -$9 4"41(.,‘Aa, 1'12 6s4 3- 9-10 Cxei 6" Roy/ SW. - (o' C-lEc.x A.., v -t/ X11 gvYrEItarVA4, - IP . CO O-1 t� Tye , ,.,. 4. fGa -/,. v Zin18,r {0 8-i '•c, TNI P --o zL< ic3q 0-0" v. cf P yv("r• q; u • g-0 °.c - 0 t Y-4.).1 1-01 enr- FRee \t _,() -f, ,. ,,__.(,, p L____!,‘„,•: --f ,, 1 444114140141441141•4144- 0 0 43. MK DATE BY IZ..&/d`E Rom /661yosF , m 0-10 N: I° • - 111 8- -4 0- 3-4 -N .0 4 twit * ac V. tore Ad e • • du7S 10f. INS?. TEST 25 0,1 251 off tr 3„ 1-1-14," nnamensuessonr CO -ORD REVISIONS — LOCATE BY GRID COORDINATES Q — UPRIGHT ON s/2" OUTLET • — PENDENT ON 1/2" OUTLET 0 — UPRIGHT ON 1" STUB -UP — PENDENT ON 14 DROP .-" — UPRIGHT ON r/z" OUTLET & PENDENT ON 1" DROP e - FLUSH ON 1" DROP O — DRY PENDENT ON 1" DROP ✓ — SIDEWALL ON 1/2" OUTLET SPRINKLERS CEHTRI\L 11 FINISH ZRASS 1,/ TYPE Upxle,Hr SIDEWALL DEGREE zoo ° Zoo QTY. 104- 6 -3u " aj I2 -/v 4 I P#'1" 01-3I, Z�41r ? OO►= -FLIQ. FIELD INSPECTION BY PHONE CONTRACT WITH 1./ux.vrrtu4 PePr 2. 3. 5)5' 4404 /, 6-3 73.g 1'4 ., b,,s,, , j WITHOUT COMMENTS. NOTED IN RED PER THE .ATTACHED LETTER The drawings affixed heretp have -been reviewed and accepted by the City of Tukwila Fire Dept. Ai iiti-Dns, del:;tions or revisions to these Arawings after this date v4il1 void this .1�ttn,e and will require a resubmitted of revised drawings. Final acceptance is subject to field-' inspection by a representative of this department DATE: BY:-��.�..1�.... -..._ CITY OF TUKWILA 575-4407 t3r, - TUKWFIRE DEPARTMEN Pleasq call: 575.4407 and give job_ / NO.,_ f �� and exact address for shut- down or restoration approval. TS/ Pt= stems, In ��se teCertificare`�'4 4 �(,(L1ti �S LC\C, ° � zII Rick Be 4 IMP WATER DEPT. TOTAL SPRINKLERS THIS DRAWING 110 ADDRESS CITY PHONE ADDRESS /Z - it 1't F_, iv11>RC-SINAL WA/ 50. CITY 'rVICv41C.A/ V,/P' TITLE: ALjrd1 S'PI'R. DRAWN: IR, 418, SAFETYFIRST FIRE•SYSTEMS=1 P.O. Box 325 SCALE: Auburn, WA 98071 "SY' M„="..«:0..4'r�-i'4^,:.'a�'i :.""*"s: -"i, "'.;;Lf (206) 735-8722 DAT': �z-/s--9f �\ DRAWING NO: a" / I OF 4 HANGER LEGEND #1. — KWIK BOLT, ROD & RING #2. — BEAM CLAMP, ROD & RING #3. — HILTI STUD, ROD & RING — SIDE BEAM BRACKET, ROD & RING #5. — TJI BRACKET, L -ROD & RING #6. — EYE ROD & RING #7. — COACH SCREW ROD & RING #8. — CEILING FLANGE, ROD & RING -.1!ffirfel=i29=12222W . PARTIAL REFLEOTED: CEILING PLAN - LEVEL ONE • .14`1:.,1-!6' • STANDARD SYMBOLS T - POST INDICATOR VALVE — KEY GATE VALVE FIRE HYDRANT -CI — WATERFLOW SWITCH 9- — 2 -WAY EARTHQUAKE BRACE — 4 -WAY EARTHQUAKE BRACE oto -,4— NEW UNDERGROUND ====— EXISTING UNDERGROUND STANDARD SYMBOLS — ALARM CHECK VALVE A - RISER W/ALARM VALVE • — RISER W/DRY VALVE 1\1 — SWING CHECK VALVE — O.S.&Y. GATE VALVE 1„& — WATER MOTOR GONG 4/13•A — ELECTRIC BELL — FIRE DEPT. CONNECTION SPRINKLER HEAD SYMBOLS o — UPRIGHT ON 1/2" OUTLET o — PENDENT ON 1/2" OUTLET • — UPRIGHT ON 1" STUB -UP • — PENDENT ON 1" DROP 0 — UPRIGHT ON 1/2" OUTLET & PENDENT ON 1" DROP • - FLUSH ON 1" DROP O — DRY PENDENT ON 1" DROP ALARM SPRINKLERS IC EMIRttsC— • • el 201 N • I • 3 205 3 0 -t_ ••• 207F' © 211 c.st4t 'Lt.- • 3 I —C> 0 • '57 - Rr-tes,s,g0 Hps , , LTE Co/Eit:4616- ik 09F 6)/210 SySTC-----in k. .PARTIAL REFCECTE6 CEILING. PLAN LEVEL TWO CO -ORD REVISIONS — LOCATE BY GRID COORDINATES FIELD INSPECTION BY PHONE CONTRACT WITH JIRA53: _TYPE_DEGREE QTY .RECEgEP eipftt4-1-tr 4. WATER DEPT. ADDRESS ADDRESS CITY PHONE ARCHITECT ADDRESS CITY ✓ — SIDEWALL ON I/2" OUTLET TOTAL SPRINKLERS THIS DRAWING PHONE PHONE SCALE: •. ACCEPTED BY: WASHINGTON SURVEVING.NID RATING BUREAU . . • ... • SEATTLE.- WASHINGTON. flisshags) will result ht inscuttlyate& Acceptance e:eeilever,ngsysterniM requiteehcepanMtS.13701adIStionalht3 Bureaasurelcoormleasendirlecciatid„,n, prho tti an ckhi cedd: applies to plans as oubm.ittod andonfor construcConganichawn theFeoii. Finihed installationt: efloat toinspectifortrunceptanca. The Foregoing comments relate exclusively taCi rolat:vo COnditions- Upon fire Insurance rates as determinod Lnd:r or Schedules which have been filed with ani approved by tho ',neurone° Commissioner. They aro not to bo construed as bearing h any way't.;:on the queet:71 ac., to whLther "duo caro" hes boon cxe,.oeed with respect 1liaL .; • r t.) proporly.1;.,137..troegenxiizsetdanti.d1:_rt L.:1u W PRWECT=TRUCTITRAIL Er< Eau VPINT&Zwr--- ADDRESS:2E .P.titai Ai :1 0 ; _ - E Pic e..;_7_5 -F114. SAFETYPIRST FIRE•SYSTEMS P.O.Box 325 Auburn, WA 98071 (206) 735-8722 DRkWN.1': R. 3 DATE: DRAWING NO: FP 2._ OF Z -2117/231...