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PP - 18255 SEGALE PARK DR B - A AMERICA - PERMITS AND PLANS
18255 SEGALE PARK DR B ASSOCIATED PERMITS 19-5-098 96-S-029 00-5-236 92-S-318 00-5-231 95-S-295 96-S-177 95-S-284 96-S-083 95-S-036 96-S-055 93-S-176 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 1-8225-SEGALE PARK - B DRIVE Site Address: TUKWILA,WA 98168 King Co. Assessor's Tax No.: 870021012006 Tenant Name: A AMERICA Suite Number: Floor: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: LIT INDUSTRIAL LTD PTNSHP Mailing Address: 1717 MCKINNEY AVENUE #1900 DALLAS TX 75202 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: DAN HOGFOSS Day Telephone: (206)438-3360 Company Name: COSCO FIRE PROTECTION Mailing Address: 4308 S 131ST PLACE TUKWILA WA 98168 State E-mail Address: DHOGFOSS( COSCOFIRE.COM City Fax Number:(203)438-3356 Zip Contractor's City of Tukwila NICET III number: 2125-0314-C Business License number: BUS 0995340 Total number of new/relocated devices or sprinkler heads: 1 125 Valuation of Project (contractor's bid price): $326271.000 Scope of Work (please provide detailed information): ESFR UPGRADE, OFFICE REMODEL AND SELECTIVE WAREHOUSE DEMOLITION 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: i dd Rodewald Plan Permit App.doc PAID MAR 2019 1 UKWILA I`I1 Day lephone: Date: 3-20-19 206-851-1900 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: A America 48225 Segale Park Dr B 1 Fs125 S Permit No.: 19-S-098 Date: May 15, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. ,••••••. •••••••• .••0•••, .••••••, COSCO Fire Protection FIRE PROTECTION HYDRAULIC CALCULATION SUBMITTAL A AMERICA 1-8225 SEGAL PARK DRIVE lZ s S TU KW I LA, WA. 98168 Fire Protection Contractor Cosco Fire Protection 4308 South 131st PI. Tukwila, Washington 98168 (206) 438-3360 Fax: (206) 438-3356 JOB # 25SD6289 ! WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Daniel Ray Hogfoss 2125-0314-C Level 3 Cosco Fire Protection, Inc. COSCOFP110NM ill_Hydraulic Overview \ Job Number: 1 - System #3 Report Description: ESFR Job Job Number 1 Desq„ E„ gy,ee, N RODEWALD Job Nem: AAMERICA- AREA 1 Phone FAX Address 1 Slab CorYlWtlm0.iarw Number Address 2 Al -IJ Address 3 Job Site/suldng System Premium 50.000 Area &Applicalbn NA Moat DellIel doer Sprinkler Dela 16.8 K -Factor 121.15 at 52.000 Nose Steams 250.00 Coverage Per Sprinkler 80.00ft2 Number 01SpdNd.s C. ok1.d 12 syswm Prewe. Demand 104.106 Sporn row Damen/ 1473.01 Tobi Demand 1723.01 @ 104.106 Preesun Resta +38.360 (26.9%) Supplies Check Point Gauges 119SIS Hama Flow(ooml Hose Flow(aaml Static(osil Residual(osil jdentifier pressure(oail J(-Factor(K1 9giy(ypml 1 Water Supply 2500.00 250.00 150.000 135.000 Seagle_Listing.cad Water Supply at Node 1 (2500.00, 250.00, 150.000, 135.000) Pressure, psi n Innniulimitmini uulinimuluuuuiliwuwliuwin1uwuuliuwiu1wwuil Static Pressure 150.000 I 500.00 @ 135.000 1473.01 9 104.106 1723.01 with hose streams ii ! I System demand curve • • INE11111111111111111 111111111 111111111 111111111 111111 111 111111111 111111 I 1 1 / v IB T � 2500 3" 3500 40005000 • Water flow, gpm g, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:00:58AM Page 1 Hydraulic Summary Job Number: 1 - System #3 Report Description: ESFR Job Job Number 1 Design Engineer N RODEWALD Job Name: A AMERICA- AREA 1 State CertifiCatiOnilleense Nunbef u1 pHA Address 2 Job Site/Building Address 3 Drawing Nome Seagle_Listing.cad System Remote Area(s) Most Demanding Spikier Data 16.8 K -Factor 121.15 at 52.000 OeCupWxy ESFR Job Sofro( System #3 Hose Allowance Al Source 250.00 Pressure 50.000 Area of Application NA Addifwnal Hose Supple.. Node Flow(aoml Number Of Spdnlders Calculated 12 Coverage Per Spdkler 80.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 100.262 Total Hose Skews 250.00 System Flow Dernond 1473.01 To Water Rebuked 0nctukmq Hose ANo ween.) 1723.01 Maximum Preasue Unbalance in Loops 0.000 Maximum Velocity Above Ground 27.44 between nodes 1629 and 111 ,um Velocity under Ground .55 between nodes 1 and 35 Vobna madly °Mat Pipes 7289.21 gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 135.000 2500.00 142.466 1723.01 104.106 38.360 Contractor Contractor Number Contact Nerve Contact Torte Name of Contractor 1 Ahad Extension est FAX Address 2 Emrl Address 3 Web -Site cm, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:01AM Page 2 III Hydraulic Graph Job Number: 1 - System #3 Report Description: ESFR Water Supply at Node 1 7M Pressure, psi r 111111111!111111111 11 11 111 11111111 I1 11111111t1111111111111111111111111111111 1111111111111iiiiiii Static Pressure 150.000 500.00 @ 135.000 1473.01 @ --so 1723.01 104.106 with hose streams System demand curve 111111 111111111 _11111L111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I v Ck0 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hylk.Jio Grep11 Water Supply at Node 1 sw k: Pressure 150.000 Residua: Pressure 135.000 @ 2500.00 AvWd. Preg.. atTim a Test 142.466 @ 1723.01 SyM.Inl)wrllwrd 104.106 @ 1473.01 System Demand (InGdnv Moo Normal AM Sawa) 104.106 @ 1723.01 M.E.P.CAD, Inc. tla AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:02AM Page 3 Summary Of Outflowing Devices Job Number: 1 - System #3 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) c Sprinkler 100 121.15 121.15 16.8 52.000 Sprinkler 101 121.24 121.15 16.8 52.083 Sprinkler 102 121.48 121.15 16.8 52.289 Sprinkler 103 121.39 121.15 16.8 52.208 Sprinkler 104 121.58 121.15 16.8 52.372 Sprinkler 105 122.69 121.15 16.8 53.334 Sprinkler 106 121.73 121.15 16.8 52.498 Sprinkler 107 122.79 121.15 16.8 53.419 Sprinkler 108 122.94 121.15 16.8 53.547 Sprinkler 109 125.23 121.15 16.8 55.563 Sprinkler 110 125.33 121.15 16.8 55.651 Sprinkler 111 125.48 121.15 16.8 55.784 y Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:09AM Page 4 Node Analysis Job Number: 1 - System #3 Report Description: ESFR Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -8-0 S 104.106 1473.01 100 33-5% Spr(-52.000) 52.000 121.15 101 33-1 Spr(-52.083) 52.083 121.24 102 33-51/2 Spr(-52.289) 52.289 121.48 103 32-8% Spr(-52.208) 52.208 121.39 104 33-1 Spr(-52.372) 52.372 121.58 105 33-51/2 Spr(-53.334) 53.334 122.69 106 32-8% Spr(-52.498) 52.498 121.73 107 33-1 Spr(-53.419) 53.419 122.79 108 32-81/2 Spr(-53.547) 53.547 122.94 109 33-5% Spr(-55.563) 55.563 125.23 110 33-1 Spr(-55.651) 55.651 125.33 111 32-8% Spr(-55.784) 55.784 125.48 33 29-1 LtE(9-0) 76.827 35 1-0 89.796 36 29-1 T(35-0) 77.031 37 29-1 76.616 38 31-9 P0(15-0) 71.549 39 32-6'/: 67.081 40 33-5% fT(10-9%) 66.546 41 31-5'/: P0(15-0) 71.616 42 32-3 67.143 43 33-1 fT(10-9'%) 66.650 44 31-1 P0(15-0) 71.783 45 31-101/2 67.301 1629 32-8% fT(10-9%:) 66.808 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:10AM Page 5 9Y1 Hydraulic Analysis Job Number: 1 - System #3 Report Description: ESFR Pipe Type ' Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GI Route 1 ' 2.7050 121.15 6.76 120 0.036151 8-0 Pf 0.289 0 33-5'/ 121.15 16.8 52.000 Sprinkler Pe ._ 102 33-5% 52.289 8-0 Pv BL 2.7050 242.63 13.55 120 0.130660 8-0 Pf 1.045 102 33-5% 121.48 16.8 52.289 Sprinkler Pe 105 33-5% 53.334 8-0 Pv BL 2.7050 365.32 20.40 120 0.278577 8-0 Pf 2.229 105 33-51A 122.69 16.8 53.334 Sprinkler Pe 109 33-5'/2 55.563 8-0 Pv BL 2.7050 490.55 27.39 120 0.480575 12-0% Pf 10.983 109 33-5''/ 125.23 16.8 55.563 Sprinkler, 10-9'/2 Pe 40 33-5% 66.546 fT(10-9+/2) 22-10 Pv RN 3.3340 490.55 18.03 120 0.173609 0-10% Pf 0.153 40 33-51,4 66.546 Pe 0.382 39 32-6'/2 67.081 0-101/2 Pv RN 3.0680 490.55 21.29 120 0.260273 0-9'/2 Pf 4.115 39 32-6% 67.081 15-0 Pe 0.352 38 31-9 71.549 P0(15-0) 15-9% Pv CM 6.0650 890.68 9.89 120 0.028396 128-11 Pf 3.916 38 31-9 400.13 71.549 Flow (q) from Route 2 9-0 Pe 1.151 37 29-1 76.616 LtE(9-0) 137-11 Pv CM 7.9810 890.68 5.71 120 0.007458 20-8% Pf 0.415 37 29-1 76.616 35-0 Pe 36 29-1 77.031 T(35-0) 55-8% Pv FR 7.9810 1473.01 9.45 120 0.018915 27-0'/2 Pf 0.587 36 29-1 582.33 77.031 Flow (q) from Route 3 4-0 Pe 12.177 35 1-0 89.796 ALV, GV(4-0) 31-0% Pv UG 8.3900 1473.01 8.55 140 0.011150 209-0 Pf 10.408 35 1-0 89.796 96-8Y2 Pe 3.902 1 -8-0 104.106 E(30-6%), BFP(-7.000), GV(6-9 305-81/2 Pv '4), T(59 -4Y2), S 250.00 Hose Allowance At Source 1 1723.01 GI Route 2 BL 2.7050 121.24 6.77 120 0.036204 8-0 Pf 0.290 101 33-1 121.24 16.8 52.083 Sprinkler Pe 104 33-1 52.372 8-0 Pv BL 2.7050 242.82 13.56 120 0.130852 8-0 Pf 1.047 104 33-1 121.58 16.8 52.372 Sprinkler Pe 107 33-1 53.419 8-0 Pv BL 2.7050 365.61 20.41 120 0.278987 8-0 Pf 2.232 107 33-1 122.79 16.8 53.419 Sprinkler Pe 110 33-1 55.651 8-0 Pv BL 2.7050 490.94 27.41 120 0.481280 12-01,4 Pf 10.999 110 33-1 125.33 16.8 55.651 Sprinkler, 10-9Y2 Pe 43 33-1 66.650 fT(10-9+%) 22-10 Pv RN 3.3340 490.94 18.04 120 0.173864 0-9Y2 Pf 0.141 43 33-1 66.650 Pe 0.352 42 32-3 67.143 0.91/2 Pv RN 3.0680 490.94 21.31 120 0.260655 0-9% Pf 4.121 42 32-3 67.143 15-0 Pe 0.352 41 31-5% 71.616 PO(15-0) 15-9% Pv CM 6.0650 400.13 4.44 120 0.006462 9-11'/2 Pf 0.064 41 31-5'/2 71.616 Pe -0.132 38 31-9 71.549 9-11'/2 Pv w Route 3 BL 2.7050 121.39 6.78 120 0.036285 8-0 Pf 0.290 103 32-8% 121.39 16.8 52.208 Sprinkler Pe 106 32-8% 52.498 8-0 Pv BL 2.7050 243.11 13.57 120 0.131143 8-0 Pf 1.049 X06 32-8Y2 121.73 16.8 52.498 Sprinkler Pe 18 32-8Y2 53.547 8-0 Pv L 61-08 2.7050 366.05 20.44 120 0.279605 8-0 Pf Pe 2.237 108 32-8Y2 122.94 16.8 53.547 Sprinkler 111 32-8% 55.784 8-0 Pv M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:11 AM Page 6 8111 Hydraulic Analysis Job Number: 1 - System #3 Resort Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 2.7050 491.53 27.44 120 0.482346 111 1629 32-8V2 32-8% 125.48 16.8 55.784 66.808 Sprinkler, fT(10-9Y2) 12-0Y2 Pf 11.024 10-9% Pe 22-10 Pv RN 3.3340 491.53 18.06 120 0.174249 1629 32-8% 45 31-10Y2 66.808 67.301 0-9'/2 0-9Y2 Pf 0.141 Pe 0.352 Pv RN 3.0680 491.53 21.33 120 0.261233 45 31-10Y2 44 31-1 67.301 71.783 PO(15-0) 0-9'/2 15-0 15-9Y2 Pf 4.131 Pe 0.352 Pv CM 6.0650 582.33 6.47 120 0.012937 44 31-1 90.81 71.783 Flow (q) from Route 4 33 29-1 76.827 3LtE(9-0) 296-8Y2 27-0 323-8'% Pf 4.188 Pe 0.857 Pv CM 7.9810 582.33 3.73 120 0.003398 33 29-1 36 29-1 76.827 77.031 T(35-0) 25-0 35-0 60-0 Pf 0.204 Pe Pv CD Route 4 CM 6.0650 90.81 1.01 120 0.000416 41 31-5% 400.13 71.616 Flow (q) from Route 2 44 31-1 71.783 10-0 10-0 Pf 0.004 Pe 0.163 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) `4.87 1 = Factor Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter C Value Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 i �, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:11AM Page 7 Hydraulic Analysis Job Number: 1 - System #3 Report Description: ESFR Pipe Type Downstream Upstream Diameter Flow Velocity HWC Friction Loss Elevation Discharge K -Factor Pt Pn Fittings 1 Pipe Type Legend Length Eq. Length Total Length Pressure Summary Units Legend Fittings Legend ,O Arm -Over ,dL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/.° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. JAutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:11AM Page 8 111 Flow Diagram (Top View) Job Number: 1 - System #3 Report Description: ESFR (k, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:14AM Page 9 1I1 Hydraulic Overview Job Number: 1 - System #2 Report Description: ESFR Job Job Number 1 Design Engineer N RODEWALD Job Name: " AMERICA- AREA 2 Phare FAX s 1 State Certification/Manse Number Address 2 AIM Address 3 Job Seed3uading System preswe 52.000 Area otAppIalbn NA Most Demand%) Sprinkler Date 16.8 K -Factor 121.15 at 52.000 Ilse Streams 250.00 Coverage Per Sprinkler 80.0082 Number Of Sprinklers Calculated 12 System Pressure Demand 109.530 %mem Flom Demand 1513.14 Total Demand 1763.14 © 109.530 Pressure Result +32.608 (22.9%) Supplies Check Point Gauges Nista Hama Flow(aoml jiose Flow(aorpj Static(osit j2esidual(osit 1 Water Supply 2500.00 250.00 150.000 135.000 identifier Pressure(osil J(-Factor(Kt Flow(aoml Seagle_Listing.cad Water Supply at Node 1 (2500.00, 250.00, 150.000, 135.000) Pressure, psi N Static Pressure 150.000 I 500.00 9 135.000 1513.14 1763.14 9 109.530 with hose streams li System demand curve 1 [ _ ®A 111111IIIIII111111IIIII 111111111 111111111 111111111 111111111 111111111 V 000 2500 3000 3500 4000 4500 5000 Water flow, gpm M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:50AM Page 1 111.,Hydraulic Summary II i Job Number: 1 -System #2 Report Description: ESFR Job Job Number 1 Design Engineer N RODEWALD Job Name: A AMERICA- AREA 2 State CertifiretionSicense Number Address t AHJ Mdress 2 Job She/Buidrg Address 3 Poising Name Seagle_Listing.cad System Remote Area(s) Most Demanding Sprinkler Data 16.8 K -Factor 121.15 at 52.000 Occupancy ESFR Job Suffix System #2 Hue Allowance Al Source 250.00 Pressure 52.000 Aron °IAppl kaon NA Addhonal Hue Supplies Node Flow(aoml Number Of Spr*Aders Cakulered 12 Coverage Per Wilder 80.00ft2 AotoPeek Results: Pressure For Remote Ares(.) AdDeseot To Mut Remote Area Left: 104.436 Total Hose Streams 250.00 System Flow Demand 1513.14 Total Water Required (inducing Hue Allowance) 1763.14 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 32.87 between nodes 26 and 27 Maximum Velocity Under Ground 8.78 between nodes 1 and 18 VoUna °opacity of Wet Pipes 7289.21 gal Volume capacity of Dry Pipe. Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 135.000 2500.00 142.138 1763.14 109.530 32.608 Contractor Contractor Number _. Contact Name Contact UM Name of Contractor. Phone Extension Addrees t FAX Address 2 Ewell Address 3 Web -SIN k+, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:53AM Page 2 ill Hydraulic Graph ` Job Number: 1 - System #2 Report Description: ESFR Water Supply at Node 1 i Pressure, psi n 8 8 8 8 8 8 8 8 E II 1111111111111111 11 1 111 11 111 111 11111111111111111111111111111111111 I 111111111111111111111111111 Static Pressure 150.000 500.00 @ 135.000 1513.14 109.530 with hose streams 7—A111763.14 System demand curve �IIIl11111 111111111111111111 111111111 111111111 111111111 111111111 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 (6) 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm Hydra & Graph Water Supply at Node 1 SUNK : Pressure 150.000 Residual: Pressure 135.000 @ 2500.00 Available Pressure at Tree at Test 142.138 @ 1763.14 System Druid 109.530 @ 1513.14 , Demand paAtrap Nos. ..ar me at Sara) ,J9.530 @ 1763.14 M.E.P.CAD, Inc. t� AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:01:55AM Page 3 1 X99 Summary Of Outflowing Devices Job Number: 1 - System #2 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 300 126.33 121.15 16.8 56.543 Sprinkler 301 126.68 121.15 16.8 56.855 Sprinkler 302 126.23 121.15 16.8 56.456 Sprinkler 303 127.93 121.15 16.8 57.985 Sprinkler 304 126.58 121.15 16.8 56.768 c Sprinkler 305 121.15 121.15 16.8 52.000 Sprinkler 306 130.56 121.15 16.8 60.393 Sprinkler 307 127.83 121.15 16.8 57.896 Sprinkler 308 121.48 121.15 16.8 52.289 Sprinkler 309 130.46 121.15 16.8 60.300 Sprinkler 310 122.69 121.15 16.8 53.334 Sprinkler 311 125.23 121.15 16.8 55.563 b Most Demanding Sprinkler Data �+� © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:01AM Page 4 Node Analysis r Job Number: 1 - System #2 Resort Descri tion: ESFR Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -8-0 S 109.530 1513.14 300 33-7'4 Spr(-56.543) 56.543 126.33 301 33-7'% Spr(-56.855) 56.855 126.68 302 33-7'% Spr(-56.456) 56.456 126.23 303 33-7'h Spr(-57.985) 57.985 127.93 304 33-71h Spr(-56.768) 56.768 126.58 305 33-5'/2 Spr(-52.000) 52.000 121.15 306 33-7'% Spr(-60.393) 60.393 130.56 307 33-7% Spr(-57.896) 57.896 127.83 308 33-5% Spr(-52.289) 52.289 121.48 309 33-7% Spr(-60.300) 60.300 130.46 310 33-5% Spr(-53.334) 53.334 122.69 311 33-5% Spr(-55.563) 55.563 125.23 4 29-1 LtE(8-0) 80.970 10 29-1 P0(25-0) 81.196 14 29-1 81.655 18 1-0 95.046 19 29-1 T(35-0) 82.251 20 31-11% P0(15-0) 73.543 21 32-9 68.769 22 33-71A fT(10-9'/:) 68.213 23 31-10'% P0(15-0) 73.475 24 32-8 68.701 25 33-7'% fT(10-9%) 68.110 26 31-9 P0(12-0) 73.582 27 32-7% 63.544 28 29-1 82.162 29 29-1 LtE(8-0) 82.067 30 29-2 LtE(9-0) 79.173 32 29-2 P0(25-0) 78.910 34 29-2 LtE(9-0) 79.353 (, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:02AM Page 5 JJJ ill Hydraulic Analysis ■ Job Number: 1 - System #2 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary GI Route 1 BL 2.7050 121.15 6.76 120 0.036151 8-0 Pf 0.289 305 33-51/2 121.15 16.8 52.000 Sprinkler 308 33-51,4 52.289 8-0 Pe Pv BL 2.7050 242.63 13.55 120 0.130660 8-0 Pf 1.045 308 33-51/2 121.48 16.8 52.289 Sprinkler 310 33-51/2 53.334 8-0 Pe Pv BL 2.7050 365.32 20.40 120 0.278577 8-0 Pf 2.229 310 33-51/2 122.69 16.8 53.334 Sprinkler 311 33-51/2 55.563 8-0 Pe Pv BL 2.7050 490.55 27.39 120 0.480575 5-1 Pf 7.629 311 33-51/2 125.23 16.8 55.563 Sprinkler, 27 32-7% 63.544 fT(10-91/2) 10-9'/z 15-101/2 Pe 0.352 Pv RN 2.4690 490.55 32.87 120 0.749614 0-10%z Pf 9.656 27 32-71/2 63.544 26 31-9 73.582 PO(12-0) 12-0 12-101/2 Pe 0.382 Pv CM 5.0470 693.91 11.13 120 0.043781 71-0Y2 Pf 4.204 26 31-9 203.36 73.582 Flow (q) from Route 4 32 29-2 78.910 PO(25-0) 25-0 96-01/2 Pe 1.124 Pv CM 6.0650 307.96 3.42 120 0.003981 56-11 Pf 0.262 32 29-2 78.910 30 29-2 79.173 LtE(9-0) 9-0 65-11 Pe Pv CM 5.0470 307.96 4.94 120 0.009741 173-8 Pf 1.770 30 29-2 79.173 4 29-1 80.970 LtE(8-0) 8-0 181-8 Pe 0.027 Pv CM 6.0650 307.96 3.42 120 0.003981 56-11 Pf 0.227 4 29-1 80.970 10 29-1 81.196 56-11 Pe Pv CM 6.0650 1127.19 12.52 120 0.043900 10-51/2 Pf 0.459 10 29-1 819.23 81.196 Flow (q) from Route 2 14 29-1 81.655 10-51/2 Pe Pv CM 7.9810 1127.19 7.23 120 0.011530 16-8 Pf 0.596 14 29-1 81.655 19 29-1 82.251 T(35-0) 35-0 51-8 Pe Pv FR 7.9810 1513.14 9.70 120 0.019880 27-01/2 Pf 0.617 19 29-1 385.94 82.251 Flow (q) from Route 5 18 1-0 95.046 ALV, GV(4-0) 4-0 31-01/2 Pe 12.177 Pv UG 8.3900 1513.14 8.78 140 0.011718 209-0 Pf 10.582 18 1-0 95.046 1 -8-0 109.530 E(30-61/2), BFP(-7.000), GV(6-9 1/2), T(59-41/2), S 96-81/2 305-81/2 Pe 3.902 Pv 250.00 Hose Allowance At Source 1 1763.14 Gil Route 2 BL 2.7050 126.23 7.05 120 0.039008 8-0 Pf 0.312 302 33-7% 126.23 16.8 56.456 Sprinkler 304 33-71/2 56.768 8-0 Pe Pv BL 2.7050 252.81 14.11 120 0.140983 8-0 Pf 1.128 304 33-7'/z 126.58 16.8 56.768 Sprinkler 307 33-71,4 57.896 8-0 Pe Pv BL 2.7050 380.64 21.25 120 0.300572 8-0 Pf 2.405 307 33-71/2 127.83 16.8 57.896 Sprinkler 309 33-7% 60.300 8-0 Pe Pv BL 2.7050 511.10 28.53 120 0.518478 4-31/2 Pf 7.810 309 33-71/2 130.46 16.8 60.300 Sprinkler, 25 33-7%z 68.110 fT(10-9%) 10-9'/z 15-1 Pe Pv RN 3.3340 511.10 18.78 120 0.187302 0-11% Pf 0.178 25 33-71/2 68.110 24 32-8 68.701 0-11% Pe 0.413 Pv RN 3.0680 511.10 22.18 120 0.280801 0-91A Pf 4.433 24 32-8 68.701 23 31-10Yz 73.475 PO(15-0) 15-0 15-91/2 Pe 0.341 Pv CM 5.0470 307.74 4.94 120 0.009728 9-11 Pf 0.097 , 23 31-10'/z 73.475 20 31-111/2 73.543 9-11 Pe -0.029 Pv f, © M.E.P.CAD, Inc. J AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:04AM Page 6 119 Hydraulic Analysis Job Number: 1 - System #2 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge Upstream K -Factor Pt Pn Fittings CM 5.0470 819.23 13.14 120 0.059522 82-8% 25-0 107-8% Pf Pe Pv 6.412 1.242 31-11Y% 511.49 J 29-1 73.543 81.196 Flow (q) from Route 3 PO(25-0) GIP Route 3 BL 2.7050 126.33 7.05 120 0.039063 8-0 8-0 Pf Pe Pv 0.313 300 33-7% 126.33 301 33-71,4 16.8 56.543 56.855 Sprinkler BL 2.7050 253.00 14.12 120 0.141183 8-0 8-0 Pf Pe Pv 1.129 301 33-7'h 126.68 303 33-71A 16.8 56.855 57.985 Sprinkler BL 2.7050 380.93 21.27 120 0.301000 8-0 8-0 Pf Pe Pv 2.408 303 33-7% 127.93 306 33-7% 16.8 57.985 60.393 Sprinkler BL 2.7050 511.49 28.56 120 0.519214 4-31h 10-9Y: 15-1 Pf Pe Pv 7.821 306 33-7Y2 130.56 22 33-7% 16.8 60.393 68.213 Sprinkler, fT(10-9%) RN 3.3340 511.49 18.80 120 0.187568 0-10% 0-10% Pf Pe Pv 0.168 0.388 22 33-7Y2 21 32-9 68.213 68.769 RN 3.0680 511.49 22.20 120 0.281200 0-9% 15-0 15-91% Pf Pe Pv 4.437 0.337 21 32-9 20 31-11Y2 68.769 73.543 P0(15-0) OD Route 4 CM 5.0470 203.36 3.26 120 0.004520 10-0 10-0 Pf Pe Pv 0.045 0.061 23 31-10% 307.74 26 31-9 73.475 73.582 Flow (q) from Route 2 Gil Route 5 CM 6.0650 385.94 4.29 120 0.006044 64-2 9-0 73-2 Pf Pe Pv 0.442 32 29-2 307.96 34 29-2 78.910 79.353 Flow (q) from Route 1 LtE(9-0) CM 5.0470 385.94 6.19 120 0.014789 173-8 8-0 181-8 Pf Pe Pv 2.687 0.027 34 29-2 1 29-1 79.353 82.067 LtE(8-0) • -,d 6.0650 385.94 4.29 120 0.006044 15-8% 15-8V2 Pf Pe Pv 0.095 29 29-1 28 29-1 82.067 82.162 CM 7.9810 385.94 2.48 120 0.001587 21-4 35-0 56-4 Pf Pe Pv 0.089 28 29-1 19 29-1 82.162 82.251 T(35-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \C Value Multiplier Actual Inside Diameter 4'87 Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:04AM Page 7 119 Hydraulic Analysis Job Number: 1 - System #2 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:04AM Page 8 l Flow Diagram (Top View) 1 Job Number: 1 - System #2 Report Description: ESFR [{, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:07AM Page 9 ill Hydraulic Overview 1 Job Number: 1 -System #1 Report Description: ESFR Job Job Number 1 Design Engineer N RODEWALD Job Name: AAMERICA- AREA 3 Phone FAX Address 1 State CeriScalINlltenae Number Address 2 ANJ Address 3 Job Sita,Buidng System Pressure 52.000 Ars. ofAppecatbn NA Most Demanding Spunkier Data 16.8 K -Factor 121.15 at 52.000 Noss Simms 250.00 Coverage Per Sprkdler 80.00ft2 Number Of Sprtidrs CaloJeted 12 SysYn Pressure Dem.nd 110.805 Oy Nm Flaw Dem.nd 1513.84 Total Demand 1763.84 @ 110.805 Pressure Result +31.328 (22.0%) Supplies Check Point Gauges Node MX Fiow(aoml }lose Flow(poml Staticlosit Residual(osil Identifier pressure(nsil K-Factor(Kl Flow(aomt 1 Water Supply 2500.00 250.00 150.000 135.000 Seagle_Listing.cad Water Supply at Node 1 (2500.00, 250.00, 150.000, 135.000) nM Pressure, psi n lawuilui iuiluuuwlniuuuluwiminni uluuuuilini iiuninliwuuil Static Pressure 150.000 I 500.00 , 135.000 1513.84 1763.84 Y 110.805 with hose streams B....:...._i System demand curve AM1111111111111111111111111111111 111111111 111111111 111111111 111111111 v 68pp��� 0-Tboc?o 2500 3000 3500 4000 4500 5000 Water flow, gpm y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:49AM Page 1 111 Hydraulic Summary Job Number: 1 - System #1 Report Description: ESFR Job Job Number 1 Design Engineer N RODEWALD Job Nemo: AAMERICA- AREA 3 State Certification/License Number ss t AHJ Address 2 Job SileBuNding Address 3 Dressing Name Seagle_Listing.cad System Remote Area(s) Most Demarldng Sprinkler Data 16.8 K -Factor 121.15 at 52.000 Occupancy ESFR Job Suffix System #1 Hose Allowance At Source 250.00 Pressure 52.000 Area of Appliation NA Additional Hose Supplies Node Flow(gom2 Number Of SprNHen Calculated 12 Coverage Per Spdnkler 80.00ft2 AutoPesk Results: Pressure For Remota Wields) A0)saent To Mast Remote Area Right: 105.565 Total Hose Streams 250.00 System Flow Demand 1513.84 Total Water Required (Including Hose Allowance) 1763.84 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 32.87 between nodes 7 and 8 Turn VNodty Urger Ground .79 between nodes 1 and 2 J Volume capacity of Wet Pipes 7289.21 gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) © (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 135.000 2500.00 142.132 1763.84 110.805 31.328 Contractor COMractor Number Comae Name Contact Tide Name of Contractor: `vat Plane Extension FAX Address 2 Email Address 3 Website © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:52AM Page 2 111,Hydraulic Graph ` Job Number: 1 - System #1 Report Description: ESFR Water Supply at Node 1 news Pressure, psi N n) O I O O O 8 8 8 8 C iii�i..1iii���ii1l1111111111111111111111.111 1111111111111111111111111111111111111111111111111111111 Static Pressure 150.000 500.00 @ 135.000 1513.84 1763.84 110.805 with hose streams /--1 System demand curve 1111111111 111111111 111 11111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I 11 I I 1 I I I I I I I I I V %00 1000 1500 2000 2500 3000 3500 4000 4500 5000 Water flow, gpm tiriratec Graph Water Supply at Node 1 &sate Pressure 150.000 Reside Pressure 135.000 @ 2500.00 Aveileeb Pressure et 7 of list 142.132 @ 1763.84 S Demand 110.805 @ 1513.84 System... d Uveesev Kr.. A.e..ke et Sour.) 110.805 @ 1763.84 [l, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:02:53AM Page 111 Summary Of Oufflowing Devices Job Number: 1 - System #1 Report Description: ESFR Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 500 122.99 121.15 16.8 53.596 Sprinkler 501 124.90 121.15 16.8 55.270 Sprinkler 502 121.48 121.15 16.8 52.289 -.I Sprinkler 503 121.15 121.15 16.8 52.000 Sprinkler 504 128.21 121.15 16.8 58.237 Sprinkler 505 130.18 121.15 16.8 60.045 Sprinkler 506 126.64 121.15 16.8 56.826 Sprinkler 507 126.29 121.15 16.8 56.513 Sprinkler 508 128.38 121.15 16.8 58.391 Sprinkler 509 130.35 121.15 16.8 60.203 Sprinkler 510 126.81 121.15 16.8 56.976 Sprinkler 511 126.46 121.15 16.8 56.663 ca Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:OOAM Page 4 111 Node Analysis Job Number: 1 - System #1 Report Description: ESFR Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -8-0 S 110.805 1513.84 500 33-7'% Spr(-53.596) 53.596 122.99 501 33-7'/z Spr(-55.270) 55.270 124.90 502 33-714 Spr(-52.289) 52.289 121.48 503 33-7'/: Spr(-52.000) 52.000 121.15 504 33-5% Spr(-58.237) 58.237 128.21 505 33-5% Spr(-60.045) 60.045 130.18 506 33-5% Spr(-56.826) 56.826 126.64 507 33-5''/ Spr(-56.513) 56.513 126.29 508 33-1 Spr(-58.391) 58.391 128.38 509 33-1 Spr(-60.203) 60.203 130.35 510 33-1 Spr(-56.976) 56.976 126.81 511 33-1 Spr(-56.663) 56.663 126.46 2 1-0 96.656 3 29-1 PO(25-0) 83.201 5 29-1 PO(25-0) 82.982 6 29-1 82.979 7 31-10% P0(12-0) 73.992 8 32-10 63.900 9 31-9 PO(15-0) 73.902 11 32-6 69.134 12 33-5% fT(10-9%:) 68.563 13 31-5'h P0(15-0) 74.052 15 32-3 69.255 16 33-1 fT(10-9'V) 68.743 17 29-10% 82.351 31 29-2 T(25-0) 80.568 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:01 AM Page 5 111 Hydraulic Analysis Job Number: 1 - System #1 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GO Route 1 2.7050 121.15 6.76 120 0.036151 8-0 Pf 0.289 J3 33-7'V2 121.15 16.8 52.000 Sprinkler Pe 502 33-7% 52.289 8-0 Pv BL 2.7050 242.63 13.55 120 0.130660 10-0 Pf 1.307 502 33-7Y2 121.48 16.8 52.289 Sprinkler Pe 500 33-7'% 53.596 10-0 Pv BL 2.7050 365.62 20.41 120 0.279001 6-0 Pf 1.674 500 33-7% 122.99 16.8 53.596 Sprinkler Pe 501 33-7% 55.270 6-0 Pv BL 2.7050 490.52 27.38 120 0.480519 6-5 Pf 8.279 501 33-7Yz 124.90 16.8 55.270 Sprinkler, 10-9Yz Pe 0.352 8 32-10 63.900 fr(10-9%) 17-2'% Pv RN 2.4690 490.52 32.87 120 0.749527 0-11 Pf 9.689 8 32-10 63.900 12-0 Pe 0.402 7 31-10% 73.992 P0(12-0) 12-11 Pv CM 5.0470 880.15 14.12 120 0.067970 92-8 Pf 7.997 7 31-10% 389.64 73.992 Flow (q) from Route 2 25-0 Pe 1.213 3 29-1 83.201 P0(25-0) 117-8 Pv CM 7.9810 1513.84 9.71 120 0.019897 42-2% Pf 1.277 3 29-1 633.69 83.201 Flow (q) from Route 3 22-0 Pe 12.177 2 1-0 96.656 E(18-0), ALV, GV(4-0) 64-2'% Pv UG 8.3900 1513.84 8.79 140 0.011728 209-0 Pf 10.247 2 1-0 96.656 67-10% Pe 3.902 1 -8-0 110.805 2E(30 -6%z), BFP(-7.000), GV(6-9 276-10% Pv Yz), S 250.00 Hose Allowance At Source 1 1763.84 GI Route 2 BL 2.7050 126.29 7.05 120 0.039044 8-0 Pf 0.312 507 33-5% 126.29 16.8 56.513 Sprinkler Pe )6 33-5Yz 56.826 8-0 Pv - ,AC 2.7050 252.94 14.12 120 0.141115 10-0 Pf 1.411 506 33-5Yz 126.64 16.8 56.826 Sprinkler Pe 504 33-5% 58.237 10-0 Pv BL 2.7050 381.14 21.28 120 0.301309 6-0 Pf 1.808 504 33-5/z 128.21 16.8 58.237 Sprinkler Pe 505 33-5/ 60.045 6-0 Pv BL 2.7050 511.32 28.55 120 0.518903 5-7% Pf 8.519 505 33-5% 130.18 16.8 60.045 Sprinkler, 10-9Yz Pe 12 33-5'A 68.563 fT(10-9+%) 16-5 Pv RN 3.3340 511.32 18.79 120 0.187456 0-11 Pf 0.172 12 33-5% 68.563 Pe 0.398 11 32-6 69.134 0-11 Pv RN 3.0680 511.32 22.19 120 0.281032 0-9% Pf 4.433 11 32-6 69.134 15-0 Pe 0.336 9 31-9 73.902 PO(15-0) 15-9% Pv CM 5.0470 389.64 6.25 120 0.015052 10-0 Pf 0.151 9 31-9 73.902 Pe -0.061 7 31-10% 73.992 10-0 Pv GO Route 3 BL 2.7050 126.46 7.06 120 0.039140 8-0 Pf 0.313 511 33-1 126.46 16.8 56.663 Sprinkler Pe 510 33-1 56.976 8-0 Pv BL 2.7050 253.27 14.14 120 0.141461 10-0 Pf 1.415 510 33-1 126.81 16.8 56.976 Sprinkler Pe 508 33-1 58.391 10-0 Pv BL 2.7050 381.65 21.31 120 0.302047 6-0 Pf 1.812 508 33-1 128.38 16.8 58.391 Sprinkler Pe 509 33-1 60.203 6-0 Pv BL 2.7050 512.00 28.58 120 0.520174 5-7% Pf 8.540 --09 33-1 130.35 16.8 60.203 Sprinkler, 10-9Yz Pe 3 33-1 68.743 fT(10-9Y:) 16-5 Pv RN 3.3340 512.00 18.82 120 0.187915 0-10 Pf 0.155 16 33-1 68.743 Pe 0.357 15 32-3 69.255 0-10 Pv A+, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:02AM Page 6 M.E.P.CAD, Inc. kfi AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:02AM Page 7 Hydraulic Analysis ` Job Number: 1 - System #1 Report Description: ESFR Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream RN 3.0680 512.00 22.22 120 0.281720 0-91/2 15-0 15-9Y: Pf 4.451 Pe 0.346 Pv 15 32-3 69.255 13 31-5% 74.052 PO(15-0) CM 5.0470 633.69 10.16 120 0.037013 116-3 33-0 149-3 Pf 5.523 Pe 0.992 Pv 13 31-5'% 121.69 74.052 Flow (q) from Route 5 31 29-2 80.568 LtE(8-0), T(25-0) CM 5.0470 344.95 5.53 120 0.012015 173-8 25-0 198-8 Pf 2.387 Pe 0.027 Pv 31 29-2 80.568 5 29-1 82.982 P0(25-0) CM 7.9810 633.69 4.06 120 0.003973 55-2 55-2 Pf 0.219 Pe Pv 5 29-1 288.74 82.982 Flow (q) from Route 4 3 29-1 83.201 o Route 4 CM 6.0650 288.74 3.21 120 0.003534 73-9Y2 9-0 82-9'% Pf 0.293 Pe 0.335 Pv 17 29-10' 82.351 6 29-1 82.979 LtE(9-0) CM 7.9810 288.74 1.85 120 0.000928 2-9 2-9 Pf 0.003 Pe Pv 6 29-1 82.979 5 29-1 82.982 w Route 5 CM 5.0470 121.69 1.95 120 0.001748 9-111/2 9-11% Pf 0.017 Pe 0.132 Pv 9 31-9 389.64 73.902 Flow (q) from Route 2 13 31-51,4 74.052 GI Route 6 CM 5.0470 288.74 4.63 120 0.008646 208-11Y2 33-0 241-11V2 Pf 2.092 Pe -0.308 Pv 31 29-2 80.568 T(25-0) 17 29-10% 82.351 LtE(8-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value Multiplierll Actual Inside Diameter 4'87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51/ M.E.P.CAD, Inc. kfi AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:02AM Page 7 111 Hydraulic Analysis Job Number: 1 - System #1 Report Description: ESFR Pipe Type Diameter Downstream Elevation Upstream Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary l 1 Pipe Type Legend Units Legend Fittings Legend 0 -dL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV SFx Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Seismic Flex Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. IJ AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:02AM Page 8 Flow Diagram (Top View) Job Number: 1 - System #1 Report Description: ESFR M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 3/20/2019 5:03:05AM Page 9 •I::::1• I cosco '��::��' • i Fire Protection FIRE PROTECTION SEISMIC CALCULATION SUBMITTAL A AMERICA ESFR 18225 SEGAL PARK DRIVE TU KW I LA, WA. 98168 Fire Protection Contractor Cosco Fire Protection 4308 South 131st PI. Tukwila, Washington 98168 (206) 438-3360 Fax: (206) 438-3356 JOB # 25SD6289 WASHINGTON STATE CERTIIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Daniel Ray Hogfoss 2125-0314-C Level 3 Cosco Fire Protection, Inc. COSCOFP1{10NM 5/5/19 Signature Date / Contractor: Cosco Fire Protection Project Address: AAMERICA Address: 4308 131st place _ _ Tukwila, WA. 98168 Ej _T•IV 18225 SEGAL PARK DRIVE Phone: 206-438-3383 °'ene9Busyness Woridwrde TUKWILA, WA. 98168 License: COSCOFP110NM Job # 25SD6289 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9' o" (2.743 m) TOLCOTM Component Listed Load Adjusted Load Fig. 1001 Clamp 2765 lbs (1254 kg) 1955 lbs (887 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information f 'Calculation Based on CONCENTRIC Loading Note: These calculations are for TOLCO components only. Use of any other components voids these calculations and the listing of the assembly. Diameter of Brace 1.25_" Sch.40 Type of Brace Sch. 10 Angle of Brace 45° Min. — _ —Please Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT STEEL 2.5" (65 mm) Max Horizontal Load 1774 lbs (805 kg) —7- 69 ft (21 m) Fastener Information PIPE •/ Orientation to Connecting Surface NFPA Type E /� " %� %' , er, ' ,%, Fastener Type Dual Through -Bolts - Fig.906 TOLCO FIG. 1001 FAST CLAMP "�. ••• ,�'�� ; ' ,, ♦ Diameter 1/2in. (13 mm%' Length Minimum 4x Wood Member Maximum Load 600 lbs (272 kg) Prying Factor N/A Brace Identification on Plans LATERAL BRACE Brace Type Lateral [X] Longitudinal [ ] 4 -Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.65 Diameter Type Length I Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 13 ft (4 m) 13 ft (4 m) 23.03 lb/ft (34.27 kg/m) 299 lbs (136 kg) 2.5" (65 mm) Sch. 7 69 ft (21 m) 69 ft (21 m) 5.1 Ib/ft (7.59 kg/m) 352 lbs (160 kg) Subtotal Weight 651 lbs (295 kg) Wp (incl. 15%) 749 lbs (340 kg) Main Size Type/Sch. Spacing (ft) I 6" Sch. 10 13 Maximum Fpw Total (Fpw) 487 lbs (221 kg) per 9.3.5.5.2 (if applicable) 4039 Ib (1832 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement / i vusrace••"• seismic c.aicuiations A AMERICA 18225 SEGAL PARK DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 25SD6289 E I.N Powtrinp BvsinessVvorhlw`dQ LATERAL BRACE NFPA Type E 6" Sch.10 Steel Pipe 13' 0" (3.96 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9( Minimum 4x Wood Member Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 13ft(4m) 2.5" Sch.7 Steel Pipe (63.5 mm) 69 ft (21 m) G -Factor Used 0.65 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 487 lbs (221 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 600 lbs (272 kg) Fig. 1001 Clamp 1955 lbs (887 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member WOOD MEMBER Calculations prepared by DAN HOGFOSS The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace"" 8 Visit us at www.tolco.com Contractor: Cosco Fire Protection Project Address: AAMERICA Address: 4308 131st place �-�•� Tukwila, WA. 98168 18225 SEGAL PARK DRIVE pb, &mess Waridwfde -- — Phone: 206-438-3383 TUKWILA, WA. 98168 License: COSCOFP110NM Job # 25SD6289 Calculations based on 2016 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Brace Length 9' 0" (2.743 m) _ Diameter of Brace 1.25" Sch.40 TOLCOTM Component Listed Load Adjusted Load Fig. 4LA Clamp 1600 lbs (726 kg) 1131 lbs (513 kg) Fig.980 Universal Swivel 2015 lbs (914 kg) 1425 lbs (646 kg) See Fastener Information "Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOTM' components only. Use of any other components voids these calculations and the listing of the assembly. _ Type of Brace Sch. 10 - Angle of Brace 45° Min._ - --- Least Rad. of Gyration 0.54" (14 mm) - _- _ UR Value 200 Seismic Brace Assembly Detail liwE T°LC° EIU E{A `"' "/'""' +E' E_#g "E WEE ITO= EIO EEO— — UNIVERSAL !MAY MACE ATTACIY[M MACE PM i ®� � U {'44"10$1 • 4�: / i IL' • ETMI • Yrs :r 599 lbs (272 kg) Max Horizontal Load 1774 lbs (805 IT) Subtotal Weight Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type Through-Bolt _ _ _ Diameter 3/4in. _ Length 5-1/2in. _ Maximum Load 620 lbs (281 kg) Prying Factor N/A _ _ _ Brace Identification on Plans LONGITUDINAL BRACE Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) Cp = 0.65 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 26 ft (7.9 m) 26 ft (7.9 m) 23.03 Ib/ft (34.27 kg/m) 599 lbs (272 kg) Subtotal Weight 599 lbs (272 kg) Wp (incl. 15%) 689 lbs (312 kg) Main Size Type/Sch. Spacing (ft) 6" Sch. 10 26 f Total (Fpw) 448 lbs (203 kg) Maximum Fpw per 9.3.5.5.2 (if applicable) N/A �TU�erace " version Use of TOLBrace ' is subject to terms and conditions per the end user license agreement i vusrace•••• seismic Laicuiations A AMERICA 18225 SEGAL PARK DRIVE Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 25SD6289 LONGITUDINAL BRACE NFPA Type E 6" Sch.10 Steel Pipe 26' 0" (7.92 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 45° 3/4in. x 5-1/2in. Through -Bolt 5-1/2in. Summary of Pipe within Zone of Influence E:T•N Pmvenng Business Worldwide 6" Sch.10 Steel Pipe (152.4 mm) 126 ft (7.9 m) G -Factor Used 0.65 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 448 lbs (203 kg) Material Capacity 1774 lbs (805 kg) Fastener Capacity 620 lbs (281 kg) Fig. 4LA Clamp 1131 lbs (513 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member WOOD MEMBER Calculations prepared by DAN HOGFOSS The description of the Structural Member is for informational purposes only. TOLBrace'" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace's. 8 Visit us at www.tolco.com Name MATHOJ PATTERSJN ID No. I 6 Ferguson Fire & Fabrication PERFORMANCE QUAI.IFICATION TEST RECORD (SMAW, GMAW-S, GTAW, FCAW, SAW, OFW, PAW) Weide, X Welding Operator WPS Used FFF-102-2G Process(es) 1(GMAW-S Transfer Mode Test Base Metal Specification M -1,P-1 or 8-1 To Material Numbier 1 OR 2 Fuel Gas (0FW) ARGON/CO2 75/25 AWS Filler Metal Classification(s) ER70S-6 Backing: I Current/Polarit : Consumable I seri: Test WeIdmertt Groove: Pipe Fillet: Pipe Plate Cladding: Hardfacing: Progression: Yes 0 AC 0 Yes 0 No C x DCEP X No [x DCEN 0 Position Tested 1G 2G 5G 6G 1G 2G 3G 4G 1F 2F 2FR 4F 6F 1F 2F 3F 4F 1C 2C 3C 4C 5C 6C 1C 2C 3C 4C 5C 6C Vertical Up El Vertical Down 0 Short Circuit M -1,P-1 or S-1 To 1 OR 2 F No. 6 Double Side ❑ Single Side 0 x Backing Gas: Yes ❑ Nix Test Joint Sketch A F=t(3i .1- YR b3n+/-iiti t3 :•tkA7/k$ n?.:c Weldment Thickness (T) Thickness Diameter Thickness Thickness. Diameter Thickness Thickness Thickness Test Results Visual Test: Bend Test: Macro Test: Break Test: Radiographic Test: - Pass _ Fail ❑ N/A 0 Pass Fail 0 N/A 0 Pass 0 Fail. ❑ N/A.t0 Pass ❑ Fail ❑ N/A:0 Pass 0 Fail Et NIA 0 Remarks Face and Root bends no defects 4IL PAScFD I` Qualification Limits Process(es) GMAW- S Weldment Groove: Pipe Plate Cladding: • Hardfacing: Fillet: Pipe Plate Progression; ' Position F H F H F H F H V V V V O O. O O All All AH All F H V O Alt F H V 0 All Vertical Up 0 Vertical Down 0 Base Metal M No(s). _ Mi Filler Metal F IVo(s). F-6 Current/Polarity: AC 0 Backing Gas • bia DCEP x Deposit Thickness t minima .062-.2376 t dia max 4.5 OD t min. t max.. t min. t max: t min. t max. Base Metal Thickness t min. 0.062 t max. UNLIMITED t min. UNLIMITED t max. UNLIMITED Fuel Gas (OFW) N/A Backing: Yes 0 No 1 X DCEN 0 Consumable Insert: Yes 0 No EX Transfer Mode (GMAW;'SHORT CIRCUIT certify thatihe stalemenis In this record are correct and the testuretds were prepared. yielded. and tested in accordance v�ilh the requiremen AWS 62.1/821M, (2009). Speci/icallon for Welding Procedwe and PPAcrmance Quakficalion: Date Tested 11/11/15 • Qualifier Signature UYL1(7E iaL Lat O'ZaLO'l LJza. (972) 272-7337 1726 Commerce St Fax (972) 272-7790 AWS B2.1 /B2.1 M:2009 Garland, Texas 75040-6710 PERFORMANCE QUALIFICATION TEST RECORD (SMAW, GMAW, GTAW, FCAW, SAW, OFW, PAW) Supporting PQR: FFF 101-a NAME MICHAEL S. ORIEN Welder Welding Operator X WPS Used 09,01.1a Process(es) GMAW Transfer Mode GMAW Company: Ferguson Fire & Fabrication -700 SW 41st St.- Renton, WA 98057-4802 ID NO. 6465 Test Base Metal Specification 1 Material Number A795 Fuel Gas (OFW) AWS Filler Metal Classification(s) ER7OS BACKING: YES ( ) NO (X) Current/Polarity: AC ( ) DCEP (X) DCEN ( ) Consumable Insert: Yes 0 No (X) Test Weldment Position Tested Groove: Pipe 1G 2G 5G 6G Plate 1G 2G 5G 6G Fillet: Pipe 1F 2F (x) 2FR 4F 5F Plate 1F 2F 3F 4F Cladding: 1C 2C 3C 4C 5C 6C Hardfacing: 1C 2C 3C 4C 5C 6C Progression: Vertical Up () Vertical Down ( ) To 1 To A795 F No. 6 Double Side ( ) Single Side (X) Backing Gas: Yes 0 No (X) Weldment Thickness (T) Thickness Diameter Thickness Diameter Thickness .210" Outlet Diameter 3" Thickness Diameter Thickness Diameter Thickness Diameter Test Joint Sketch 1/2" - 6" outlet 11/4"-6"Pipe Test Results Visual Test: Bend Test: Macro Test: Break Test: Radiographic Test PASS (X) FAIL ( ) NA ( ) PASS (X) FAIL () NA ( ) PASS (X) FAIL ( ) NA ( ) PASS ( ) FAIL () NA (X) PASS ( ) FAIL ( ) NA (X) Remarks SATISFACTORY Qualification Limits Process(es) Weldment Groove: Pipe Plate Cladding: Hardfacing: GMAW Position F H V 0 All F H V 0 All F H V 0 All F H V 0 All Fillet: Pipe F(x) H(x) V 0 All Plate F H V 0 All Progression: Vertical Up () Vertical Down ( ) Base Metal M No(s)-A53.106.A795. A135 Filler Metal F No(s). F1 -F6 Current/Polarity: AC DCEP (X) DCEN Backing Gas NA Deposit Thickness t min. t max. Dia. min. t min. t max. Dia. min. t min. t max. Dia. min. t min. t max. Dia. min. Base Metal Thickness t min. .063" t max. .674" Dia. min. 1.5 " Dia.max. 6.0" t min. t max. Dia. min. Fuel Gas (OFW) 75% Argon/25% CO2 Backing: Yes () No (X) Consumable Insert: Yes ( ) Transfer Mode: GMA No (X) I certify that the statements in this record are correct and the test welds were prepared requirements of AWS B2.1/B2.1M, (2009), Specification for Welding Procedua.•'P Test No.: 38074-B DATE: October 5, 2010 SIGNED BY:! in accordance with the n. Certified a •ig wecto This report shall not be reproduced, except in full, without the written approval of Universal Laboratory, Inc. PERFORMANCE QUALIFICATION TEST RECORD SMAW, GMAW-S, GTAW, FCAW, SAW, OFW, PAW) Warne MATHEW PATTERSON Welder (. I Welding Operator X ID No. 6 WPS Used FFF-1441 GLIAW-S I Test Joint Sketch Process(es) GMAWSIMECHANIZED Transfer Mode (GMAW Short Circuit Test Base Metal Specification 1 To Material Number 1 To Fuel Gas (OFW) AWS Filler Metal Classification(s) E -70S-6 Backing: Yes H No E X Current/Polarity: AC E7 DCEP X DCEN ❑ Consumable Insert: Yes E3 No E X Test Weldment Groove: Pipe Plate Fillet: Pipe Plate Cladding: Hardfacing: Progression: Position Tested 1G 2G 5G 6G 1G 2G 3G 4G 1F 23 2FR 4F 1F 2F 3F 1C 2C 3C 1C 2C 3C Vertical Up U 1 1 F No. 6 Double Side C] Single Side C X Backing Gas: Yes El No 1 X Weldment Thickness (T) Thickness 0.133 Diameter Thickness 0.125 Diameter 5F 0.19 Diameter 4F 4C 5C 6C 4C 5C 6C Vertical Down ❑ Thickness Thickness Thickness Thickness 1" Nominal Pipe 2 12" Nominal Pipe Test Results Visual Test: Bend Test: Macro Test: Break Test: Radiographic Test: Pass X Fail ❑ N/A C' Pass U Fail EJ N/A ❑ Pass X Fail El N/A ri Pass X Fail 0 N/A 0 Pass ❑ Fail 0 N/A Cl Remarks PASSED 94 Qualification Limits Process(es) GMAW-S Weldment Groove: Pipe Plate Cladding: Hardfacing: Fillet: Pipe Plate Progression: Position F H V 0 All F H V 0 All F H V 0 All F H V 0 All F x HxV 0 AU F H V 0 All Vertical Up El Vertical Down El Base Metal M No(s). 8 Filler Metal F No(s). Current/Polarity: AC ❑ Backing Gas N/A DCEP x 6 DCEN ❑ Deposit Thickness t min. 1/4" t min. t min. t min. t max. 1/2" t max. t max. t max. Base Metal Thickness t min. .125" t max. .500" t min. t max. Fuel Gas (OFW) N/A Dia. Min. 1" Backing: Yes 0 No X Consumable Insert Yes E7 No X Transfer Mode (GMAW SHORT CIRCUIT We, the undersigned. certify that the statements in this record are correct and the test welds were prepared. welded. and tested in accordance with the requirements of ASME SECTION IX / /AWS 82.182.1 M, (2009), Specification for Welding Procedure and Performance Qualification. Date Tested 11/11/2015 Qualifier Signature A -Z Welder Permission to reproduce granted by the American WekNng Society. R IC NAR () P CM) Y 91010241 C iI 1 1 3 vtil 1 c X 9 c• r • I 4 7 C J fh; r f <r r • r• ^ J tic • r „ r r x r A• r f � tri • n:i �t aN F V E{ 9 P .t+ 24. >3 ▪ r Y = . .4 A • r •� f. f r 2 0 206-483-5077 AD ATICED F I PE PPOT. 14.14 1 L aro4L p 678 P02 DEC 20 '95 09:04 72•3% Q S Q pc G.n I0 0 \r\ a a v 3 c in x f( fft t . �. •• ra ` F 4 1 *a X O co C) cd a 0a oN ac„ ao �. �r* C D. to m C N Q2.f�D rr� W N 2 1 trzi, rn 01v • m D V m a 1 Gh�-� G�h rf fi Lx� _ ....._ T- ____.! iIli I Ti T1 III 1 1, til I 3 „,..........1,:,1 f L• , + ll tl -- .L11 itr! I tlf i ,'�� '� I oyes.. C i £ '1 L. n 'It v, i• Z t i1 . 1 h1 6 1 1 ,LiA .5 A 0 tI I ft 1 co ca. 6' a. '43_ ?m �.-.wm '2 30°Si im a) -1 'o a y kV o = �- f :h g iV l2 p-.' t t Fal PTI 143046 WITHOUT PERMISSION OF McKINSTRY CO. o I. a 4 0 05 05 1- z 4 1- w w X (n CA i z 0 z t0 4 1- 4 0O W cc w w cc H 1- 2 J - J 4 0- 0— e on. a 0-- T —0— S i Ey1 cxli 4.T vf,/ `Lx( sus“ EalcrorT a� OP' p owg- tioNs1 4c,A A) Pie F 4 BaG I rvITIACaS O – PxASTit .54 svGMKLEeL 0-60d% ® A ECJ %i' pari sPR.►4.4..t.e. real occrice. rervilutist - Ic 6lo 7 'a4at AQP 2 tJ '•J PG417 s a�IJ e. c �. A4x,i- n LL... t PIS A -AD G f 'if O� " 'N k-`N►u� 121aSVIO.E0041% hqa.. ZAM _— j ACCEPT ED ' WITHOUT COMMENTS. 0 AS NOTED IN RED o PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will voij this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection ay a redresentative of this department DATE:4) FILE CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. l ers_ s px bA6• PROJECT: H.V.A.C., PIPING, PLUMBING, ENERGY MANAGEMENT & FIRE PROTECTION C MECHANICAL ENGINEERS AND CONTRACTORS 5005 3rd AYE. S. P.O. BOX 24567 SEATTLE, WA. 98124 223-01 #MC -KI -N -372ND (206) 762-3311 DRAWN BY: CHECKED BY: DATE: PROJECT: PROJECT NUMBER: TITLE: SrxBUS AUG 1 1993 ISSUED FOR CONSTRUCTION 1 1 •• •• 1111) • 1 IPI 1 r 1 • NEW RAMP 36" WIDE MAN -DOOR UNLOCKED FROM INSIDE 1 t:::> • • 1 STAGING FOR SHIPPING 50' 7' HIGH WALL CPU STORAGE AREA IL f • 36" WIDE MAN -DOOR UNLOCKED FROM INSIDE �r- 1 • • • r • • 5' PHASE 3 5' 0 • •II V' —7' -FmIGWWWALL 34'-11" \ 23' Q C. • • .I • • tti 9-p 1 4 4 •l ••r Way - i. T i • . a PHASE 2 a • • • • i' r� • • •1 •I A a •I' i 4PHASE 27'- 99 0 CES NOTES: 1. MAX. DIST. TO NEAREST 2. SIGNAGE: POSTED ON AIS. 3. SPRINKLERS TJN FILE MAN 100R I: 200' LE Ems; PER-trESIGN RATIt 4. FLOOR: 3,000 # PSI REINFORCED SOILS; 2,500 # PSF 5. FNPA RATING OF MATERI L: 3 6. ENGINEERING: BEN REIN ; WA STATE SEALED, 00 • • • • • • 1 J FIRE J bt VALVE AA AA A A .t�PHASE 22 0- A -A I as A A A 'laSHFSE 2.. 1 36" WIDE MAN -DOOR UNLOCKED FROM ISIDE � I • 11 1 ••• • \ • • • • 1 50' a A A A A A A PHASE A A A A A A A A A A A AA A MEMO 9'-11" I 1 A A A - - 13' 9 3 " A A A 1\\ A A A A A A T PHASE 1-1- PHASE 1 120' TAGING FOR ECIEVIN A aa 99 PHASE 1 f T J J7 � l // fC / L PHASE 1 I► - • • • 1 1 l 1--1 ICI— PHAS 3 -0- FIRE VALVE -e • • • 1 1 Tlipse =Clans ave/been reviewed by The Tukwila Fire Pre\• ,,gu for conformance with current city stand4ards_.Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ACCEPTED Without Comments '-.As Noted In Red Nr The Attached Letter Fina,�acc Th 1 Tukwi Fire P'fevention Bureau. Date: I f CI By: nce\is subject to field test and inspection by TUKWILA FIRE DEPARTMa�I. Please call: 575-4407 and give this job N0.! and exact address for shut- down or restoration approval. r .71 \ ` rt,�l .M �ci ►�,, ,4�'• ti?ix " Lam` Ii VVV' 11 \ O 1 IGtAl rt0 0 325 SEGALE S.uthern—rn st are I '1II CI se J FILE APPROVED CUSTOMER NAME / DATE North W A DESCRIPTION 1. C..... U 5' PHASE 3 5' 0 • •II V' —7' -FmIGWWWALL 34'-11" \ 23' Q C. • • .I • • tti 9-p 1 4 4 •l ••r Way - i. T i • . a PHASE 2 a • • • • i' r� • • •1 •I A a •I' i 4PHASE 27'- 99 0 CES NOTES: 1. MAX. DIST. TO NEAREST 2. SIGNAGE: POSTED ON AIS. 3. SPRINKLERS TJN FILE MAN 100R I: 200' LE Ems; PER-trESIGN RATIt 4. FLOOR: 3,000 # PSI REINFORCED SOILS; 2,500 # PSF 5. FNPA RATING OF MATERI L: 3 6. ENGINEERING: BEN REIN ; WA STATE SEALED, 00 • • • • • • 1 J FIRE J bt VALVE AA AA A A .t�PHASE 22 0- A -A I as A A A 'laSHFSE 2.. 1 36" WIDE MAN -DOOR UNLOCKED FROM ISIDE � I • 11 1 ••• • \ • • • • 1 50' a A A A A A A PHASE A A A A A A A A A A A AA A MEMO 9'-11" I 1 A A A - - 13' 9 3 " A A A 1\\ A A A A A A T PHASE 1-1- PHASE 1 120' TAGING FOR ECIEVIN A aa 99 PHASE 1 f T J J7 � l // fC / L PHASE 1 I► - • • • 1 1 l 1--1 ICI— PHAS 3 -0- FIRE VALVE -e • • • 1 1 Tlipse =Clans ave/been reviewed by The Tukwila Fire Pre\• ,,gu for conformance with current city stand4ards_.Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. ACCEPTED Without Comments '-.As Noted In Red Nr The Attached Letter Fina,�acc Th 1 Tukwi Fire P'fevention Bureau. Date: I f CI By: nce\is subject to field test and inspection by TUKWILA FIRE DEPARTMa�I. Please call: 575-4407 and give this job N0.! and exact address for shut- down or restoration approval. r .71 \ ` rt,�l .M �ci ►�,, ,4�'• ti?ix " Lam` Ii VVV' 11 \ O 1 IGtAl rt0 0 325 SEGALE S.uthern—rn st are I '1II CI se J FILE APPROVED CUSTOMER NAME / DATE North W A DESCRIPTION W f 105 S�G�z t�,v g ink MBE ME I II C=I C • CONVEYOR SYSTEMS 1900 4TH AVE S SEATTLE WASHINGTON 98114 (206) 624-3100 FAX (206) 682-7469 THIS DRAWING, WITH ITS PRINCIPLES OF DESIGN, CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION THAT IS THE PROPERTY OF THE R.H. BROWN CO. IT IS NOT TO BE USED, COPIED, OR DISCLOSERWITHOUT WRITTEN PERMISSION. PROTECTED UNDER U.S. AND FOREIGN LAW. ALL RIGHTS RESERVED. COPYRIGHT C R.H. OWN CO. 1993 APPROVED BY DRAWN BY: TJE SCALE PERPORTIONED DATE 03/19/2000 AutoCAD FILENAME 03190AKBARN1 PROJECT NUMBER 7,236,922 SHEET 1 OF 4 JUL 1 1 2000 .......................... 2x(2. STR I44 ERS • 4x8 pc'F "`` Pu R LI pIS 8'Lo" oc doLU M r4 REUAEx MoD, Y ERrIc - SIDEWALL pE(AI L-A td -13 4;&" SUPER 5AMMY RE W STR I r44 ER I j1 ri PE W I44 3/611 ATR TYPICAL- HA04Eiz Fog ARM -6V PLAN VIEW ...� Ii1 PIPE LLAMP PROP To 1-4EAD 8" PIPE CLAMP 8j1 STEEL. 4-OLUMrI NJoTE : I I4 -rALL 2 50 rrog-r$ PER Ro p GErJER•AL I�IoTES 011.11 PLA0 DETAILS .ADDIr1A SPRIrJKLER PRoTEcTIor1 To (4') Go L+.4 M PJ S c 1 S' -o'` AoV E F r1 15 I -I Fl -c C)X. 2) ALL. MATERIALS To 13E• NEW 4 U L LISTED 3) 10STAu.ATlo,t To GarLFoRM To r4FPA Ir 13. 4) Ex i .T i 04 Roof- SYSTEM IS WET Pi re- SYSTEM • loo I$ SPACAKI4 PER HEAD PESIGrJ DEr151TY = •39/51000 Sa.pre 12RIrJKLEg- END 4 RELIABLE MoD, 4 BR -A55 YERrIGAL- SIDEWALL Y- IJpT IAA oRIFlc-.E. 1(05' F �/1TH V114.44 MODEL WATERt11ELD AHD sPR1r11cLEiz 4AuRD TYPICAL LIME 51Z10G ----t -- ----r--- ---- --ter—,- Ii1 -. 1 RELATE ExIsrIrf i 14.. }}05 E ro Erl D oF RAC -I‘ - :$ISI -n4 (i 12... Nose- (z.AGK- — -- , T 1 WAREEIOLISE RAc-K - 117, -170 IA ltx I rel -TEE FIELD Ro'TE 1" pipe- To pipe e-oLUMrt IOSTALL VERTICAL. 5I DEv/AL. 10 PE0DE4T- PoS1TIo0 AT I S to" A6 vE FI-ooR- TYPICAL of CG) SEE DETAI L CI -84 STEEL .oLIJ I4rJ p1cAL) TUKWILA FIRE DEPARTMENT. Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. OS,( ACCEPTED WITHOUT COMMENTS. El AS NOTED IN RED El PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A :1:fi:ions, df I )ns or revisions to t`3 -'ss:) date will void thl require a resubrnir_{ re.,se f; Final acceptance is su5ject to fie{ i - inspection by a representative of.1i3 department DATE: 2-%. CITY OF TUKWILA 575.4407 '?(15144& -let MAIN II R3 -- —y —S1 AREA or Wo tZK KEY PLAN 15TIt4G RooF PIPIN4 PLAN - CONTRACTOR'S LICENSE Lic. # RELIAFP 102L1 Reliance Fire Protectiarr,- 500 South Lander Street Seattle, WA. 98134 Tel: (206) 682-6636 Fax: (206) 11 FEB 151996 -tnc. "‘ REVISIONS e 151-7g ►. 't ;, ' /0�--�` 682-6744 ` �\ CUSTOMER: A -AMERICA-_ 1 • _ .1,+ ADDRESS: I$255 5E4ALE PARK- PR1VE B --_ TJKv1ILA) WA 18I es_ APPROVING AGENCIES PROJECT: cot -011P-1 PIKaTEGTl »4 "id KWILA FIRE DEPT. JOB NO. DRAWN BY: DATE SCALE DRAWING NO. K MILLARD Z-14-14. I8 II = II -0" � i OF GLiT Irl ILX I H- TEE (a TYPICAL_) oF 8ct, Go LUMr1 �r X&,'d Loop MAi,J 0--- -0- - - --0- - E/cISTi.i LIMES c- Roo F ryp, poSITIor1 HEAD AT 15=o"A6ovEFLa2- 104TA LL cowl g rIATio ri WATER- SHIELD/HEAD G,AJg-P (S TYPicAL) HAnIC-1 -. DETAIL 0 --0---- fig---� I 0- - - —o– — - — -o- — O Ex IS -1104 ovERHEA,D 5y5-r-Fr1 CA LC J I -AT E D AT . 54 3000 50. FT. O 2-2- R rl I I JI o- - ---0- - - - o- -- ► i 0 `�P�IrIILLE --E4ErJb g- • STAR MODEL 1_D -Z.- 13RA55 Yz.." 1,6.5° F WIT14 WATER. SHIELD/ HEAD 4AIJRD PLANT VIEYA/ OoTES U 49 Ex 1st. (3 L, c 31'-`1" AFF 3/git c5R IrJTo zX FEr4P, HEAD 'Ln (Loo F D E' K CiLU-LAM GoLUMr! ----ATTACH- To coLuM(4 WITH g'' c-L-AMp (2) pE - D2ap E4 -Ti -I00 - GoLUMrJ I,) ScopE of NedoRK-rADD % 14EApS -fo GoLLIW1rJ5 Ar 150'' AFF A5 51-Iownl ACCEPTED )8 -WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed an accepted by the City of Tuk,vil� Firs De.,t. A i Jitions, deletions or r" .11'..m.3 to t•:. , 'r" :: ACCEPTED I „a o i-- [1N [3/WITHOUT COMMENTS. ❑ AS NOTED IN RED o PER THE ATTACH -IED LETTER The drawings affixed hereto have been reviewed and accepted by the City of 0 Tukwila Fire Dept. Additions, deletions or revisions to these '.drawings after this date will void this ...,cedtance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: �'3 n....BY: „_, ,1/ CITY OF TUKWILA 575-4407 0 H 0 8 TUKWILA FIRE DEPARTMENT o Please call: 575-4407 and give this job No. %G -083 and exact address for shuts down or restoration approval SEpE?p.T10,4 WALL 0 (3LD6. col U M r) O 0 0 Ex 15TIr14 MAIIJ LIrJES-- 0 0 0 C S Loop Nerd 41 I R E -1 At_t_. I PRop To j — — ---5 Ex iSTIjJA Si ALARM JA. Er;15t. SYStEr1 DErJSITY .39 / gl oo sa. Fr. H.Iz au N.R. ABAODorJ Ex15T144 FEED TO FiosE RACK ® PARTIAL Roof= PP' Pt_Ar4 rl o sc�, L<E HOSE R -ACK SEpERATIorI WALL HR RELO ATE Ex I5TIrlC4 I los E RAG K AP I' Rog. IS' -o" Davit.] WALL .uT-Irl M -TEE FoR St.tpp uY 'fo HOSE KACK MAR 15 1996 ¢X$ PURLIrJ T- r -s csR PIPE r••••• WALL 1%r UIIISTRuT j+ p R oP To HoseRf►K 6E0 -RAL- N10-rE5 I.) 5 o pa: OF Wo RK. 15 To RELocATF- (f) EX 1ST' 04 IV HOSE RACK APPRoX. 151-01: Z) 11J STALL PER- N F FA 13 . 3.) IJoTIFY TuKWILA FI(ZE DEPT. PRIoRZ To 51iWIT It•I SYSTEM Dow►J. 4) SF U2E Il` DRoP To WALL IIJ C2) L.ocAT Io r15 . A -AMERICA i rJ .. 10i5S SECaALE. PK. pgivE TLI KW I LA , I SS PRAv/tJ RY: MILLAR-D Reliance Fire Protection, Inc. 500 8.1.9nd.r 8t, B..)tl., WA 96134 (206) 682.6638 Lk 8 REUAFP 102(1 F.c: (208) 682-4744 0 0 ANY FORM WITHOUT PERMISSION OF McKINSTRY ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN 1 U Ri GENERAL LEGEND EXISTING PIPING EXISTING PIPING TO BE REMOVED NEW PIPING EXISTING RISER NEW PREACTION SYSTEM EXISTING 1" OUTLET EXISTING SPRINKLER TO REMAIN EXISTING SPRINKLER RELOCATED NEW SPRINKLER PIPE HANGER GROOVED COUPLING RIGID COUPLING CAP PLUG CENTERLINE HYDRAULIC REFERENCE POINT EARTHQUAKE BRACING BOD BOB BOJ FOS FOW FOC AFF CH R.C. cc"' E/C C/C C/E G/G T/G T/F ATR CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO G/T) THREAD/"FIT" (ALSO F/T) ALL—THREAD ROD GENERALNOTES 1 SPRINKLES ADDED OR RELOCATED TO EXISTING SYSTEM PER NEPA-13. 2 ALL ADD4D MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED. 3 FIRE SPRINKLER SYSTEM ADDITIONS TO BE INSTALLED, BRACED AND TESTED PER NFPA-13. 4 IN LOCAL TIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS & IN ENCLOSURES FOR DRY, DELUGE & OTHER TYPES OF VALVES CONTROLLING WATER SUPPUES TO SPRINKLER SYSTEMS 5 FIRE PRCTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABIUTY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING 11LE 8 1" — 2" "PIPING TO BE SCHED 40; 2-1/2" & ABOVE TO BE THINWALL ®1' DENOTES ADD (4) NEW CHROME PENDENT SPRINKLERS WITH 401 ESCUTCHEON TO EXISTING SYSTEM. ®1' DENOTESI RELOCATE (7) EXISTING PENDENT SPRINKLERS. Q� DENOTES' EXISTING CHROME PRENDENT SPRINKLER WITH 401 ESCUTCHEON. © DENOTE5 PLUG (1) EXISTING CHROME PRENDENT SPRINKLER. SECOND FLOOR 1/8" = 1 ' 0" R REPAIR LEAKING SPRINKLER FIRST FLOOR 1 /8" = 1 ' 0" FL TUKWILA FIRE DEPMTMti' T Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. . W137, �IgUtr V ; T,I4 • +5 iNOT€Q THE • T1 LE LETTER I Tiflliw c Irmo t4h goi,:t 41 o r. rgyo os , q Tukwila Flo La A. ; bums or rAii:§ i1t91r113 tta'� N?a'' i a� r�� N _' t3' # 1' friis T- ` date will veil t , , :azy..1,r,: tort x writ require e ro.4S-A4t11 ootsj dr4:ings. • Final acceptance ie g: bj:tct to fi Id - Inspection by a roprozotiv, of this department DATE: / '2 ^ S.,..gY' 34.k3 CITY OF TUKWILA 1575.4407 0 BACKGROUND REVISION INFO rn N 1 PLOT DATE a z 0 H Z eict LA' 0 W A- Q :1 H H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 JAM 25 1:3. 11 , "1ill ' 1 s ugh g1� DRAWN BY: KF CHECKED BY: DATE: 1-22-96 PROJECT: McK. PROJECT NUMBER: 31566 TITLE: SPRINKLER MODIFICATIONS ADDS & RELOCATES SHEET: q.. -,r 9 ISSUED FOR APPROVAL NOT ISSUED FOR CONSTRUCTION FP -1 ‘-6?, C (;(:3 1 Ill @ 3 il . --I REPAIR LEAKING SPRINKLER FIRST FLOOR 1 /8" = 1 ' 0" FL TUKWILA FIRE DEPMTMti' T Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. . W137, �IgUtr V ; T,I4 • +5 iNOT€Q THE • T1 LE LETTER I Tiflliw c Irmo t4h goi,:t 41 o r. rgyo os , q Tukwila Flo La A. ; bums or rAii:§ i1t91r113 tta'� N?a'' i a� r�� N _' t3' # 1' friis T- ` date will veil t , , :azy..1,r,: tort x writ require e ro.4S-A4t11 ootsj dr4:ings. • Final acceptance ie g: bj:tct to fi Id - Inspection by a roprozotiv, of this department DATE: / '2 ^ S.,..gY' 34.k3 CITY OF TUKWILA 1575.4407 0 BACKGROUND REVISION INFO rn N 1 PLOT DATE a z 0 H Z eict LA' 0 W A- Q :1 H H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION MECHANICAL ENGINEERS AND CONTRACTORS 5005 3RD AVE SOUTH P.O. BOX 24567 SEATTLE, WA. 98134 223-01 #MC—KI—N-372N0 (206) 762-3311 JAM 25 1:3. 11 , "1ill ' 1 s ugh g1� DRAWN BY: KF CHECKED BY: DATE: 1-22-96 PROJECT: McK. PROJECT NUMBER: 31566 TITLE: SPRINKLER MODIFICATIONS ADDS & RELOCATES SHEET: q.. -,r 9 ISSUED FOR APPROVAL NOT ISSUED FOR CONSTRUCTION FP -1 ‘-6?, C (;(:3 1 Sprinkler Legend Symbol SIN Model Quantity K -Factor Type Size Response Finish Temperature Note ® 13 5.6 Pendent % Quick Brass 155°F O 1116 16.8 Upright 34 Standard Brass 155°F Total = 1129 C EPTE ❑ Without Comments ❑ As Noted in Re. • Per The Attac:atter -'hese plans have been reviewed b ie Tukwila Fire ,ention Bureau <<� ` 'lfriri`' nr;:,. w , current City suci el. -rebs and l�sslons wh ch cln i , :t,. autharrze "iorltions of adopted tndards and G w 0..�r`LL:sy. The resi:K r::airbiliv for the 0,quacy of desir,n totally with the designer. %c aitibns, d tetioi 1s t;. avisiorls to these drawings after • tflis date Li'l void 4391 a - v.;eptance and viii require a resubmittal of revr $,,ci drawings for subsequent approval. Final acceptance 6 stiblect to field test and Inspection by The Tukwila Fire Prevention Bureau. 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OVERHEAD PIPING PLAN NTS NEW 2% GROOVED TEE -NEW FIELD ORDER 2%" RISER NIPPLE --CUT AND IN -AIR GROOVE EXISTING RISER NIPPLE -EXISTING 2%" THREADED OUTLET MODIFY EXISTING 21/2" RISER NIPPLE 22 I 441 7-1 44 113 441 iry. 14 44 .1 2+4 aik 736 • 44 14 444 I 14 34 441 44 14 44% 34 34 44 el 3 • • • 414 • 94 T1 • N - • 3 • N 1 1 • • 14 114 1$1 4 1 2% • 34 is H 2% • 2% N M 44 44 34 6z, ,I lil �yr • 3 1-C 1-C N 1 4 •-r • go Lb 44 44 • as 1 7-1 23 • 1 1 F. .11 04 14 44 31 141% 1 34 34 44 44 34 311111 44 41 • 44 34 14,4 34 34 44 44 14 36 04 4 4 T-ij •• 2 t ;4 3 1;_;.: :7171. 1 2% • 44 sa 2% •M, M 344 TA N in 1-C or 3 • .241 • 44 14 .24 34 24 SY 34 319 • 1-4 :40145 rb 211 1.0 to • ea 4 44 oo 44 34 41014 1.9 34 44 -1- • • se 4 T-1 34 to 3 • 7::1 • 1 44 114 1 • v. 21 SCOPE OF WORK 1.INSTALLATION BEGINNING AT EXISTING SYSTEMS INSIDE or BUILDING. 2.INSTALL (9) NEW HEADS ON FLEX ASSEMBLIES FOR NEW RESTROOM MODIFICATIONS. 3.SELECT DEMO (1) HEAD IN OFFICE TO ACCOMMODATE NEW OFFICE LAYOUT. HEAD TO MATCH EXISTING 401 TYPE. 4.PROVIDE SPARE ESCUTCHEONS WHERE NEEDED FOR EXISTING HEADS. THESE SHALL BE GENERIC BRAND. 5.MODIFICATIONS OF (3) EXISTING SYSTEMS TO PROVIDE ESFR UPGRADES WITH NEW RISERS, LINES AND HANGERS. IT IS THE INTENT FOR COSCO TO CUT EXISTING RISERS AND HAVE CONTRACTOR REMOVE ALL PIPING AND EXISTING HANGERS TO PREP FOR NEW INSTALL. 6.UPGRADE INCLUDES (1116) NEW ESFR HEADS, HANGERS, FABRICATION AND LINE BRACING AS REQUIRED. 7.SELECT DEMO OF (14) HOSE STATIONS IN WAREHOUSE. B.SELECT DEMO OF (9) COLUMN SPRINKLERS IN WAREHOUSE. 9.SELECT DEMO TO CUT AND CAP MAIN AT RISER FOR IN RACK SYSTEM PIPING. (TO BE REMOVED BY OTHERS) 10.SELECT DEMO TO CUT AND CAP WAREHOUSE OFFICE AT RISER. (TO BE REMOVED BY OTHERS) GENERAL NOTES 1.DESIGN AND INSTALLATION IN ACCORDANCE WITH; A)CITY OF TUKWILA FIRE DEPARTMENT. B)NATIONAL FIRE PROTECTION ASSOCIATION. (NFPA) CHNTERNATIONAL FIRE CODE. (IFC) D)INTERNATIONAL BUILDING COPE. (IBC) 2.ALL MATERIAL AND EQUIPMENT TO BE, fNEW AND UL LISTED 3.SCHEDULE 40 FOR THREADED PIPE, g.CHEDULE 7 (FLOW) FOR GROOVED PIPE. 4.PIPING DIMENSIONS ARE CUT LENGT11' 5.HANGERS AND METHOD OF HANGING ,ITO BE IN ACCORDANCE WITH NFPA 13 2019 G.JOINING OF PIPE AND FITTINGS, THR,44DED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA 13 2019 7.OWNER TO PROVIDE ADEQUATE HEAT',11j0 PREVENT PIPE FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM B.STRUCTURAL ADEQUACY OF THE BUI THE OWNER AND/ OR STRUCTURAL REP DING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF ESENTATIVE NOTES: 1. LATERAL BRACING ON NEW 2W LINES IS NOT REQUIRED PER NFPA 13, 2019 18.5.5.10.1 2. NEW 16.8K ESFR HEADS TO BE INSTALLED IN 35' BUILDING. THIS NEW SYSTEM WILL BE CAPAPABLE OF PROTECTION THE FOLLOWING PER NFPA 13: - CLASS 1 - IV COMMODITY PALLETIZED AND SOLID PILED, ENCAPSULATED AND NON -ENCAPSULATED (NO OPEN TOP CONTAINERS) STORED UP TO 301-0", PER TABLE 23.3.1 - PLASTIC AND RUBBER COMMODITIES, CARTONED UNEXPANDED PLASTIC, PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 30'-0", PER TABLE 23.4.2 - CLASS I - IV commoorry, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, ENCAPSULATED AND PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 25'-0", PER TABLE 23.5.1 - CLASS 1 - IV COMMODITY, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, ENCAPSULATED AND PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 30'-0", PER TABLE 23.5.1 - PLASTIC COMMODITIES, CARTONED NON -EXPANDED, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, (NO OPEN TOP CONTAINERS) STORED UP TO 25'-0", PER TABLE 23.6.1 3. NO AUTO HEAT OR SMOKE VENTS UNLESS HIGH -TEMP (20.6.6.3) 4. MINIMUM CLEARANCE TO STORAGE 36" (20.6.6.5) 5. NO DRAFT CURTAINS (20.6.6.6) 6. IF ESFR IS ADJACENTTO STANDARD RESPONS SPRINKLERS, DRAFT CURTAIN IS REQUIRED TO SEPARATE AREAS SITELBUILDIN PLAN NTS ol A AMERICA AREA 1 18225 SEGAL PARK DRIVE C0500 FIRE PROTECTION LEGEND EXISTING PIPE NEW PIPE HANGER HYDRAULIC NODE ELEVATION TAG EXISTING SPRINKLERS IM II II II II II IM MI II II II II I SHEET INDEX SHEET NUMBER DRAWING TITLE FP 0.00 FP 1.00 COVER SHEET NORTHEAST OVERHEAD PIPING NEW 2% GROOVED TEE NORTHWEST OVERHEAD PIPING FP 1.20 NEW 3 x 2% GROOVED -V." REDUCING COUPLING -NEW FIELD ORDER 3" RISER NIPPLE SOUTHWEST OVERHEAD PIPING FP 1.40 CUT AND IN -AIR GROOVE EXISTING RISER NIPPLE EXISTING 3" THREADED OUTLET \EXISTING MAIN MODIFY EXISTING 3" RISER NIPPLE • • 414 • 94 T1 • N - • 3 • N 1 1 • • 14 114 1$1 4 1 2% • 34 is H 2% • 2% N M 44 44 34 6z, ,I lil �yr • 3 1-C 1-C N 1 4 •-r • go Lb 44 44 • as 1 7-1 23 • 1 1 F. .11 04 14 44 31 141% 1 34 34 44 44 34 311111 44 41 • 44 34 14,4 34 34 44 44 14 36 04 4 4 T-ij •• 2 t ;4 3 1;_;.: :7171. 1 2% • 44 sa 2% •M, M 344 TA N in 1-C or 3 • .241 • 44 14 .24 34 24 SY 34 319 • 1-4 :40145 rb 211 1.0 to • ea 4 44 oo 44 34 41014 1.9 34 44 -1- • • se 4 T-1 34 to 3 • 7::1 • 1 44 114 1 • v. 21 SCOPE OF WORK 1.INSTALLATION BEGINNING AT EXISTING SYSTEMS INSIDE or BUILDING. 2.INSTALL (9) NEW HEADS ON FLEX ASSEMBLIES FOR NEW RESTROOM MODIFICATIONS. 3.SELECT DEMO (1) HEAD IN OFFICE TO ACCOMMODATE NEW OFFICE LAYOUT. HEAD TO MATCH EXISTING 401 TYPE. 4.PROVIDE SPARE ESCUTCHEONS WHERE NEEDED FOR EXISTING HEADS. THESE SHALL BE GENERIC BRAND. 5.MODIFICATIONS OF (3) EXISTING SYSTEMS TO PROVIDE ESFR UPGRADES WITH NEW RISERS, LINES AND HANGERS. IT IS THE INTENT FOR COSCO TO CUT EXISTING RISERS AND HAVE CONTRACTOR REMOVE ALL PIPING AND EXISTING HANGERS TO PREP FOR NEW INSTALL. 6.UPGRADE INCLUDES (1116) NEW ESFR HEADS, HANGERS, FABRICATION AND LINE BRACING AS REQUIRED. 7.SELECT DEMO OF (14) HOSE STATIONS IN WAREHOUSE. B.SELECT DEMO OF (9) COLUMN SPRINKLERS IN WAREHOUSE. 9.SELECT DEMO TO CUT AND CAP MAIN AT RISER FOR IN RACK SYSTEM PIPING. (TO BE REMOVED BY OTHERS) 10.SELECT DEMO TO CUT AND CAP WAREHOUSE OFFICE AT RISER. (TO BE REMOVED BY OTHERS) GENERAL NOTES 1.DESIGN AND INSTALLATION IN ACCORDANCE WITH; A)CITY OF TUKWILA FIRE DEPARTMENT. B)NATIONAL FIRE PROTECTION ASSOCIATION. (NFPA) CHNTERNATIONAL FIRE CODE. (IFC) D)INTERNATIONAL BUILDING COPE. (IBC) 2.ALL MATERIAL AND EQUIPMENT TO BE, fNEW AND UL LISTED 3.SCHEDULE 40 FOR THREADED PIPE, g.CHEDULE 7 (FLOW) FOR GROOVED PIPE. 4.PIPING DIMENSIONS ARE CUT LENGT11' 5.HANGERS AND METHOD OF HANGING ,ITO BE IN ACCORDANCE WITH NFPA 13 2019 G.JOINING OF PIPE AND FITTINGS, THR,44DED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA 13 2019 7.OWNER TO PROVIDE ADEQUATE HEAT',11j0 PREVENT PIPE FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM B.STRUCTURAL ADEQUACY OF THE BUI THE OWNER AND/ OR STRUCTURAL REP DING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF ESENTATIVE NOTES: 1. LATERAL BRACING ON NEW 2W LINES IS NOT REQUIRED PER NFPA 13, 2019 18.5.5.10.1 2. NEW 16.8K ESFR HEADS TO BE INSTALLED IN 35' BUILDING. THIS NEW SYSTEM WILL BE CAPAPABLE OF PROTECTION THE FOLLOWING PER NFPA 13: - CLASS 1 - IV COMMODITY PALLETIZED AND SOLID PILED, ENCAPSULATED AND NON -ENCAPSULATED (NO OPEN TOP CONTAINERS) STORED UP TO 301-0", PER TABLE 23.3.1 - PLASTIC AND RUBBER COMMODITIES, CARTONED UNEXPANDED PLASTIC, PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 30'-0", PER TABLE 23.4.2 - CLASS I - IV commoorry, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, ENCAPSULATED AND PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 25'-0", PER TABLE 23.5.1 - CLASS 1 - IV COMMODITY, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, ENCAPSULATED AND PALLETIZED AND SOLID PILED (NO OPEN TOP CONTAINERS) STORED UP TO 30'-0", PER TABLE 23.5.1 - PLASTIC COMMODITIES, CARTONED NON -EXPANDED, SINGLE, DOUBLE AND MULTIPULE ROW RACK STORAGE WITHOUT SOLID SHELVES, (NO OPEN TOP CONTAINERS) STORED UP TO 25'-0", PER TABLE 23.6.1 3. NO AUTO HEAT OR SMOKE VENTS UNLESS HIGH -TEMP (20.6.6.3) 4. MINIMUM CLEARANCE TO STORAGE 36" (20.6.6.5) 5. NO DRAFT CURTAINS (20.6.6.6) 6. IF ESFR IS ADJACENTTO STANDARD RESPONS SPRINKLERS, DRAFT CURTAIN IS REQUIRED TO SEPARATE AREAS SITELBUILDIN PLAN NTS ol A AMERICA AREA 1 18225 SEGAL PARK DRIVE C0500 FIRE PROTECTION LEGEND EXISTING PIPE NEW PIPE HANGER HYDRAULIC NODE ELEVATION TAG EXISTING SPRINKLERS IM II II II II II IM MI II II II II I SHEET INDEX SHEET NUMBER DRAWING TITLE FP 0.00 FP 1.00 COVER SHEET NORTHEAST OVERHEAD PIPING FP 1.10 NORTHWEST OVERHEAD PIPING FP 1.20 SOUTHEAST OVERHEAD PIPING FP 1.30 SOUTHWEST OVERHEAD PIPING FP 1.40 RESTROOM RENOVATION PAID MAY 8 2019 TUKWILA FIRE 4.4 0 E UZI • 0000 o g. • 1,121 8 cp • • a. 4 a. 0. CC 0 o IX Cr) 60 8 a c4 0 0 1 lissuarearnmessasumendl 49.41 PSI 4 eel 1 35.87 PSI 0 34 04 0 0 to Li a. re Ea 14 03 M 0 am 11.1..1411 zo uaz re DATE : 5-2-19 SCALE : JOB NO.:25306289 SHEET NO. 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MIMI /BM/ 8-0 11100111/ OXIIATINO 1111,111111111,14111 2-8 E) • ••••A 0 ") 3 0 a) '6t1:).L.° r N.21,111 0000 0000 0000 0000 0000 0000 0000 0. a. let w ZW Z tg 4. re rz 1 co Ti 3/3 a 04400 0)4 o. 1 35.B7 PSI ta 0 j 1.34 0 0 0 03 CI rig u4‹ zax g 011 DATE 5-2-19 SCALE 3 DRAWN BY :CI HOOF-LISS JOB NO.:25906289 SHEET NO. FP 1 .30 77, PA ,r- M111111111 FIRE RISER1 RESTROOM RENOVATION 1/8' = 11-13' REVISIONS: APPD. SCALE : DRAWN BY : D HOI3FOSS JOB NO.:25606269 SHEET NO. ppmngn. n�n�.n;mgrrnm•,,m. gym,-"^�" ,,,,..r,..,..,,..r„ mem•+,�rTrnmr^m.^^T"•^"*+' �,,.,. ^i'n^^ �nmmm^�m r �r i7 r 4 34 A 7 J h' ? "' 1 4 4 �+ t k 444 4" ti"y777"74*7 a r R ... T7.7•6i'm7O0"7717.77`G71" 1-Mrthi 7 J � L T 6 4 t ,' v e " e e ` Y s x Il!).#Ti.© PtECP;ST 3Va (214 / t.T Y ka an ,4 4 t r h-' TfZ ACCEPTED The drawings of icei reviewed an 1 ice Tukwil h Fire Ja VI or reri*i t 1 se date well ,/Ji 1 t°z1 7 1 h rata hiie been 1 r)y t le City �f r *in Grt 1 ttl Jags. Fina! stt >, _ ., 3 inspec Ian oy a re,,reQentaada tat t gas •arts hent "TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this job No 93 —S— /X0 and exact address for shut. down. gr restoration approvals I frb / i f e # � Ce3 NI 5 4 F � a i -'i;,41 ¶i' ht' a r' t 4 f X- t47111,1 EX.W.1 u } C4TTt'M r 17t)M EX.C.EPT wiTttt. fyr .,.. t r-*tAt eEP, , 4. :ut*ICS& a1��w :ri,.✓ B % t r J+ r d { RZ,SFP 4 , 4 y 4..Frt--2 ALARM V1.015 44 � a I4, 4 +44.4 4i O Yv4LL 1 ' c \ M ?°)( i -Q" TY& Wt,Z3Et Dt1TLLT+1 CAP "i 8" VZO., ELL (f) �•._ __ � °o"�x Sa F tr (1) F x8x FI,L IEE FA:Zul. &A5i) fi F SOLE tai- 1 0 H 7. r 1 ' 117 A DV% • Q` 1 A = 4C,. , , k ntx rra,P;cr1R z LATEST R DATE f BY REVISIONS PROTECTOSPRAY NOZ —<>- 7C' IMPORTANT a ,„ Pi LOCALITIES SUBJECT TQ FREEZING CONDITIONS tT 1St' THE OWNER Pf SPQNS1BILI v TO PROY?DE MEAT THROUGHOUT WET PIPE SPRINKLER .SYSTEM AREAS AND IN ENCLOSURES PPR. DRY PIPE' DELUGE AND OTHER TYPES QF VALVES CONTROLLING WATER. SUPPLIES TQ' SPRINKLER SYSTEMS ' d r tr t x n 4 fr 1 4" el W.' 1 P' 4 4 74 1 y °war ! fT Y 51 MIN NMI MEI EMI NMI NNII MULSIFYRE PROJECTORS,. t SPECIAL RP( St: SPJNKLERS/NOZZ ACTUATING DEVICES t PRIM SYMBOL SPRINKLERS SYSTEM QUANT TYPE 5Sr SYMBOL TEMP QUANT WET _.�,., �•,•,�i1 DRY • , #1 DELUGE— , n PREACTION ..5E SELFOON _ _ : These Plans Prepared At Engineering Dept { d TOTAL 1 Yt6 Fwr' lLFlar ... Y r 4 i.f�ie � W.MSa�h