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190 Sunset Sprinkler Deficiency Report.pdfFire Systems West, Inc. 206 Frontage Road North, Suite C • Pacific, Washington 98047-1023 • Phone (253) 833-1248 • Fax (253) 735-0113 July 31, 2014 Nicholas Echeibarger PO Box 1088 e Edmonds, WA 98020 Reference: Safish Crossing, 190 Sunset Ave S, Edmonds, WA 98020 Current Fire Sprinkler System Condition Nick, We have performed a visual inspection of the existing fire sprinkler system at Building A at the subject location and evaluated the feasibility of its use for the proposed tenant spaces as described in 3/12/14 plans prepared by Johnson Architecture and Planning. It appears that the system will need some maintenance and repair work performed as well as some upgrades in order to satisfy current code requirements. See attached inspection report that notes system deficiencies found: NFPA 25 five year requirements are due as there is no evidence of this maintenance having been performed; The wall PIV was found to be inoperable and will likely require replacement; there was no inspector's test valve located on the system; and signage is needed at riser. In addition to these items, it is noted that seismic bracing and support of the system appears to need upgrade and/or replacement in order to satisfy current code requirements. The existing seismic bracing utilizes undersized attachments and dated clamps and brackets that likely will not support loads as would be deemed necessary to support steel piping connected to wood structure. The existing overhead sprinkler system was installed in 1966 and piping was sized based on a pipe schedule rather than a hydraulic calculation to satisfy a required demand. We have surveyed and input the existing system in 3D software and performed hydraulic calculations to prove the system's function hydraulically. Not all pipe was visible at the time of the survey, so some pipe sizing is based on typical sizing schedules from areas that were visible. Exact sizing of all piping cannot be confirmed until it is completely exposed to view. ..The referenced architectural plans provided show new tenant partitions, however, they do not show any ceiling construction. For the sake of proving a more standard tenant builds out, we calculated end head condition of 1" drops to pendent heads along with necessary added or relocated heads. required for spacing to new walls. Based on these assumptions, we performed hydraulic calculations using curent available flow information provided by the city. See attached calculations and reference plan. The existing system appears to perform hydraulically without need for upsizing. Existing underground supply information was not available from either the owner or the city at time of analysis. Through discussion with City of Edmonds Engineering personnel, it was concluded that the current supply piping will likely need the addition of a listed backflow prevention assembly. I was informed that during recent work on city mains, an 8 supply pipe was stubbed on to this property and capped from Dayton Street. It was recommended to utilize this connection for a new supply to this system. This supply should include above mentioned backflow preventer, new FDC, and new PIV. If you have any questions or comments regarding this report, please feel free to contact our office. Thank you, Theron Davis Asst. Service Manager NICET LEVEL III Cert.#92485 therond@ftresystemswest.com WA CL # FIRESWI140B1 Theron J. Davis 8500-0501-C level 3 Fire Systems est, Inc. M FIRESWI14 1 Fire West, Inc. 206 Frontage Rd N Ste C Pacific, Washington 98047 Office 253-833-1218 / Fax 253-735-0113 WA CONTRACTORS LICENSE WIRESWt140B1 WA ELECTRICAL LICENSE #FIRESWI055LW Report of Inspection Date t ._. o inspection Ins ector: Address.a........ Attention, DuollCated Ta: We have completed the NFPA 25 inspection/test of your fire protection system at the above referenced location. Copies of the inspections are enclosed for your convenience. During our inspection, we found the following impairments that may hinder the system's capability of protecting your building and following repair(s) should be considered: During our NFPA 25 inspection, we performed the following corrections and repairs: • None Type of System Being Tested: Wet Sprinkler Dry Standpipe Pre -Action Dry Sprinkler Fire Pump Hood & Duct System Wet Standpipe Tank Other: Combination Standpipe Anti -Freeze Ilazard Class of System: T e of Inspection: _t<'Light Ordinary Extra Annual 1._j Semi-annual 0 Quarterly 0-.10 light hazard, .10-.15 Ordinary 1, .15-.20 Ordinary 2_20-30 Extra Group 1, .30-.40 Extra Gr p 2 SECTION A- GENERAL _ ........_-...1 ._.__.._..w ...-..� YES NO N/A oHow many storiesm building? - Is the building totally or partially protected with a sprinkler system(s)? _ otal Is the building occupied? Are all fire protection systems in service? R6. W Has the impairment coordinator for property been notifred of s stem test? Name: Be Has the owner notified FSW of any occupancy classification or hazard changes of contents since the last inspection? 7. Has the owner notified FSW of any changes or repairs to the fire system since the last inspection? x ...__........ 8. I f a fire has occurred since the last inspection, have all damaged sprinkler components bee_ n replaced? 9. Information sign in place at system control riser? 1 10. Is the sprinkler riser(s) in good condition and easily accessible? 11. Are the hydraulic calculation placards on the risers? ^* i►j SECTION B- TANKS, PIMPS, FIRE DEPARTMENT CONNECTION YES NO NA 1 Do fire pumps, gravity, surface or pressure tank appear to be in good external condition? 2. Are gravity, surface and pressure tanks at the proper pressure and/or water levels? J! 3. Are fire department connections visible and accessible? ............ 4. Are fire dept. connections in satisfactory condition, swivels/couplings undamaged and rotate smoothly, caps or plugs in place and check valve not leaking? )(I SECTION C- SCHEDULED 5 YEAR INSPECTIONS 1. System gauges calibrated to +/- 3% or replaced? Date: 2. Has the fire department connection check valve been inspected in the last 5 yrs per N.F.P.A 25 Section 12.4.2.1 2002 Edition? Date performed: 3. Where is the fire department connection check valve located? 4. Has an internal pipe exam been performed in the last 5yrs per NFPA 2513.2.1 2002 Edition Date: 5. Has sprinkler system been tested for Microbiological Influenced Corrosion (MIC)? Date: 6. System pressure reducing valves flow tested and comparable to previous results? Date: 7. Has sprinkler system alarm valves, strainers and filters been internally inspected? Date: SECTION D- VISIBLE, PIPING (A NUAL INSPECTION)_ 'I, There are no signs of external corrosion? 2. There are no external loads, present? 1 Piping is free of meclianjcW damage and not leaking? 4. 5. Piping appears to be properly aligned? . . ........ ...... ...... Visible pipe hangers and seismic braces appear to be in good condition and secure? — - — - --------- !S P, (ANNU Are all sprinklers free of leakage, corrosion, foreign material, physical damage or paint? 2. Sprinkler spray patterns appear free of unacceptable obstructions? 3. Does there appear to be proper —clearance from top of all storage and sprinkler deflector? (18" minimum) 4. Do sprinklers appear to be properly oriented? 5. Is stock of spare sprinklers available of proper type and temperature? (minimum 6 heads . . ... . .... 6. Wrench available for each type of sp6nkler? Any Fast Response sprinkler heads 20 years or older? (If yes, testing and/or replacement may be required.) NFPA 25 2002 Edition Sect 5.3.1.1.1.2 Manufacture 1--=1 —Estimate of Qty:F—w7A- Any Standard sprinkler heads 60 years or older? (If yes, testing anNor replacement may be required.) NFPA 25 2002 Edition Section 5.3.1.1.1 ManufactureD/�,?QGL Estimate of QLy-. any Dry sprinkler heads 10 years or older? (If yes, testing and/or replacement may be required.) NFPA 25 Estimate of qty: Section 5.3.1.1.5 Manufacture F d 10 Any Extra high temperature sprinklerT�a . . .... ds 5 years or older? (if yes, testing and/or replacement may be required,)NFPA 25 2002 Edition Sect 5.3.1.1.1,3 Manufacture � Estimate of Qty:l' ;Wfic SECTION F- ALARMS T— did water motors) and gong(s) test satisfactory? Z Did electric alarm(s) test satisfactory? 3. Signals test satisfactory (Tamper Switches)? 4. Did the central station receive all signals? 5. Are all signals restored and system back in service at job site? ........ . . ... . - 6. Are all signals restored and system out of test status at monitoring station? P, YES I NO I NIA YES I NO I NIA YES [ NO I NIA YES TN NO -N—/A G E CTION G - WATERFLOW TEST RESULTS MADE DURING THIS INSPECTION- YES n�� 1. Do results of main drain test differ b more than 10% from the revious test? NFPA 2513.2.5.2 -re --M--.. 2. Forward flow test of installed fires stem backflow at designed flow rate performed per NFPA 13.6.2.1? Size of Static Pressure Residual Flow Static Pressure Test Pipe Located Test Pipe Before Pressure After e - 13� WATER SUPPLIES - C]t : Ems, Pressure Fire Pump & Pond Gravity Tank or Pressure Tank Pressure Fire Pump & City SI?CTIONH-CONTROL VALVES YES NO NIA _.. 1 Are all control valves easily accessible? 2 _-.. Do all main control valves have indicatin signs? , Are all sprinklers stem main control valves and other valves in the appropriate open or closed position? INC --Supervision _._. Secured? If Yes, how? Operational? _WWW ._... - Control Valve # Of Type Yes No7(Se Yes No NIA Fire Systems West, Inc. Valves Control Valve Sea] d) Number CITY CONNECTION SYSTEM r /-W,I( S f L _CTIONAL k .. ALARM LINE FIRE PUMP JOCKEY PUMP TANK�� SECTION I - WET SYSTEMS No, of systems: �� Make and Model What type of anti -freeze solution is bein used? Pro iene GI col or Gl cerin NSA 1. In areas protected by wet system(s), does the building appear to be properly heated in all areas, including blind attics and perimeter areas where accessible? 2. Do all exterior o nis a ear to bzing? 3. Have antifreeze system solutions been tested? Location: . ...... . . . .......... . . . ....... - 4 Result of antifreeze solution? System 1 #2 03 5' Number of heads on anti -freeze system(s): System #1 42 #3_ #4 Pipe diameter: SECTION J - DRY SYSTEMS ! Nn of sys ms• _...-.. Mnke and Model 4 I YES NO NlA 1. Are dry valve(s) in service? 2. Has the operation of the air supply been tested? _ I 3.Are the alp pressure and priming water levels in accordance with the manufacturer's instructions? p r in osatisfacto condition? 4uIs the air oom ress _..�.�., _m_...� _... .. � _.. 5. Air driers maintained in accordance with the manufacturers instructions? i 6Did quick -opening devices operate satisfactory? ..�,� Did the d ro erl durin the tri resure test? s 8. Did e heatin equipment vent in the dry -pipe valve rooms operate at the time of inspection? __-. 9. Haste.._ he Kiri in all dr systems been checked for ro "er jtch within the past 5 years?' 10. Were low points drained during the inspection? 4 11. Number of low point drains: 12. Date dry -pipe valve trip tested fLontrqLvalve 13. Date dry -pipe valve trim tested (control valve s SYSTEM Valve MakelModel Q 0 D. MakelModel Air Pressure i. # 1 SYSTEM Valve Make/Model -- Q.O.D. Make/Model #2 Air Pressure(psi.) _.._.... Water Pressure (Ibs�_ _..� Water Pressure i_ -�-� -Trip Air PSl psi. __ Trip Air PSI Tri Time At Valve ri Time At Valve ....Water Throu h S.y_....stem r Water Through System Low Point Drains Low Point Drains E SYSTEM #5 1 .Naive Make Model Q.O.D. Make/Model Air Pressure Water Pressure Ibs. Trip Air PSI (psi Trip Time At Valve_ WatePo' Throughstem Low int Drains INSPECTORS SIGNATURE: INSPECTOR'S STATE OR C FIRE SYSTEMS WEST, INC. 206 Frontage Rd. N., Suite C Pacific, WA 98047 (253) 833-1248 e. SYSTEM #4 Valve_ __.. __...-... m_.�_ MakelModel Q.O.D. Make/Model Air Pressure(psi.) Water Pressure lbs. Trip Air PSl jpsi. Trip Time At Valve Water Through System w... F Low Point Drains SYSTEM w #6 - Valve Make/Model Q.O.D. Make/Model � _.._.... Air Pressutjgsi.L _..� Water Pressure lbs. -�-� Trip Air PS! Tri Time At Valve Water Through S stem Low Point Drains ICATION NUMBER: NICET#: FIRE SYSTEMS WEST, INC. 920 North Lake Rd, Spokane, WA 99212 (509) 534-5180 5 FIRE SYSTEMS WEST, INC. 600 S.E. Maritime Ave., Suite 300 Vancouver, WA 98661 (360) 693-9906 or (503)235-4048 I Recommendations:-' at Site Location: Office notes: Lockbox codes/locations- -onsite contact - - FACP make/model/location- In company ;io Fire Alarm inspection been done b Monitoringcom an & Acct # - l aler panes make/modelllocation- Fire sprinkler systems type and qty ,I i.... Sire pump? heads � anf J' modrel /r tear/ col r - Test loop with flow meter? P ( Y r) - Escutcheons Escutcheons (semi/ 401), color (chrome/ white)- Sera" h� uppression systems on site - None Backflows done by & date - ne by &date- t ..�..,- 6 Fl Q M.E.P.CAD, Inc. !. AutoS1PRINK®VR10 00.0.52.0 7/30/2014 1:32:43PM Page 1 150 135 120 105 90 N CL QT 75 m w CL 60 45 30 15 0 %0 1400 2100 2800 Job Number: 1 Water Supply at Node 2 Hyd—H,G,,h Water Supply at Node 2 122.00 Resitlunl: Prexswm 20.00 @ 3464.00 Availabb Pressure a[ fmm ... -_ imc aPT®sl 113.89 @ 881.67 y.io�rr onr,reRd 83.64 @ 631.67 3ps6mixr I.Pa (1 -AW, Hmm (Wmwmr r..n mf .'i�r irar) 83.64 @ 881,67 3500 4200 4900 Water flow, gpm 5600 6300 © M.E.P.CAD, Inc. ffj AutoSPRINK® VR10 v10.0,52.0 7/30/2014 1:32:47PM 7000 Page 2 Job Number: 1 & 0 M.E.P.CAD, Inc. Al AutoSPRINK® VR10 v10,0.52.0 7/3012014 1:32:51 PM Page 3 © M..E.P.CAD, Inc. fjj AutoSPRINK® VR10 v10 0.52,0 7/30/2014 1:32:54PM Page 4 8)F1r Job Number: l Report. Desc6ptlom Fare Daft Hose Requirements Node ( Elevation Foot ''=-- Fittin s Pressure si DIschar a m 2 5-0 S83.64 � 631 67 l 1480 17-0 Spr( 29 48) 29.48 30.40 ,_..... , , ®. _ __ _ Spr.4.32.ay� T(5). 32.64 � 31 99 1493 ,_en m ,,,,, 17-0 Spr(27.64), T(5-0)a 27 64 29 44 1500 14 0 Spr(29.42) T(5-0) 29 .42 30 38 _ 1501 14-0 r ( 2899,T(5-0 2B 99 „ m 3.0...15 1503 14-0 Spr( 27 37) 27.37 j.... 29.30 1504 �, I Spr( 26.97)- - 26 97.,1., ..w 29,08 .� 1516 _ ......... .. ..e . 15-0 ), Spr( 29 14), T(5-0) 29,14 30,23 17 P( � ) 64 0 27 80 _ 1524 t i 14-0 41)., T(5.0) .. p (4 25,41 „,.,. 2823 _ 1525 �.,. 14-0 �,�n,. -.r S r -2503 „T 5 0 . . P( ) ( ) �.�.._ 28,02 1537..1 15-0 Spr( 24 80), T(5"0)_ ... .m.,2503 24 80 7 89 27-89"- 1538 1538 ,,.__,.....,,...._._..,. 1 17„6„ . SPr( 20 94). T(5"6,) „ , ,,,,,,,, , 20 94 25,63 ...... 1546 14-0 1 Spr( 21 56) T(5 0)e 21.56 j 26 00 _ 1547 „m 14-0 Spr( 21 24) T(5 OJ 1 24 Vf 25 81 _ 1560 14-0 Spr( 20,50) T(5 0) 0 50 25,35 1561 14 0 Spr( 20 19)�T(`' 0.). g. 0 19 20.19 _ 25,16 C 1562 1 15 0 Spr(- 23 21), T(5-0)._ 23.21 26.98 1563. �, ..., a, ., r. 17.0..;Spr(-19_58). T(5"0). ®, 19,58_ 24,78 14 Spr( 19 2 T(5 0� p 23 1.. 24.56 _ 14-0 O.0 Spr 18,,,94 T 5-0) _ ) ( � 19 8 94 .... 24 37 _ z 1579 80 a .. ... ., 17.0 . e.. _ 6.14 p' ,. 1581 17 0- SP-18.:38)a T(,5"�). w..., 2400 1 �. „ ,.,. 15 f , 1 0 PIV(4 Oi k 69 70 441 �.,., - 11-0 J15-0) _ 65 23 _ .. . 474 l _ 11.0.._ T(25 0,Z_ m, . , m . 64,44 ,� 494 11-0 T 20 0 � ,,, „-„ 6_ 12 I 517 12-0 PO 10 0 ( ) 53 450 {. 519 12-0 I PO(10 0) 53 73 521 12-0 ! 53.53 522 12-0 PO(10-0) w e 53.31 792., ( _... 15 0 -0). 15 0 TOS 526 1 04 4051 793 „ 17 0 T(5 0) A 3 6 94 1 810 2 i T (,,.5)............. mm p 38.88 d 813 -1.4-0 14-0.,.1 3832 822 i ,(5"0)..... 17 q.-T(5 0) ...... 31.03 , 834 _ . __. .... 34.34 .e ...,,.. 835 m.,,-.. , ,m. 17-0 r T(5-0) e 29.10 I 1, 857 14-0 T(5 0)..,., , a. 30 97 858 a 14-0 T(5"0) ..,.,., . _; 30 52 868 14-0 �e T(5 0) ; _. 28 82 1 869140 _ T(.50)._ ���� r.,,,, ..... 2840 879 15-0 . T(5-0) .., _,,.... - 30 67 �. ., 880 9 1 17-0 .�o, T(?. 0)...-n. 5.96 2 __ ... � T 5 0 � 6.76 904 14 0...,... T(5-0) 26.37 ... 921 1501 T( ®„ 50) 2 6 12 922 17 0 T 5 0 2 2.07 �. 94 5 _ _ - T(5-0)� .�„ a� _ 2 946 5 14_ T(5-0) 22 39 _ ��� . � _ T'(5-0')-'- (50) � 1 2 963 14 0 .; 1.29 964 15 0 _7(5?0),....,. ,w-, �� _ 2445 ( ,. 965 17-0 .�. T(8,..0), 1 20,65 © M..E.P.CAD, Inc. fjj AutoSPRINK® VR10 v10 0.52,0 7/30/2014 1:32:54PM Page 4 Job Number: 1 0 M,E.P,CAD, Inc, �JIJ AutoSPRINK® VR10 v10,0,52.0 7/30/2014 1:32:58PM Page 5 Nepon 4,.7es*lpttow Tire wept Hose Requremerils PD eter Flow m,Discharge� Veloci ,mm tY... HWC Friction Loss w. !Length Pressure 9 Elevation K -Factor Pt Pn Fittings yEq. Length Summary Upstream Total Total Len th , Route l.,«.. 4_ 1,Q490 24.00 8.91 120 ......... ....... .. 0.18233410-6' - m,... r ....... Pf 2.28 1581 17-0 24.00 5.6 18,37 Sprinkler 2-0 Pe 965 17-0 2065. E(2-0) 12.6 �Pv X965 1 3800 4 8 78 1 a6 120 0.1 8118 8-0 Pf 1,42 _ 17-0 24.78 ®® m .e� 20.65 Flo (q) fro�W w m Route 4 pe 922 17-0 22 07 8-0 ,Pv B ,, 74.41 _. 96 �.....,,,,, . , 8978 .__ 10-0 Pf 3.89 X80 1710 25.63 22 07 Flow..... (q) from Route 7 1 pe 822 17-0 25 96 '0-0 Pv BL. _ 1610.0..., _1A2.2.1... 1„6,11. ,,,,,,,,,.,,,,12.0 0..330332 _ 9-61Pf 3,14 880 17-0 27,80 25.96 Flow (q) from Route 12 `Pe 835 17-0 29,10 9_6 Pv BL 1@M0 3-8 Pf 1,93 835 17-0 29,44 29,10 Flow (q) from Route 18 Pe 822 17-0 31.03 3-8 �pv R3 1,6 Q0. - ,,... 162.05 25,_54 12Q __.. ........, 0.774924 „ _ 6-4 Pf 4.92 822 17-0 30.40 31.03 Flow (q) from Route 22 Pe 793 17-0 35.94 6-41 Pv B5. 2,0670 _ 1,62, OS b 15 .49 120 0 2 29505..... 47-0 Pf 14.23 93 17-0 35.94 15-0 Pe 0,87 26 15-0 51,04 E(5-0), PO(lO-0) 62-0 Pv _ .... 162,05 7,03 120... 0 033536 _ _ 15 0' Pf 0.97 26 15 080 51.04 14-0 Pe 1.30 522 12-0 53.31 2E(7-0) 29-0 Pv „ M 3,0680 . , .... - 305 27, u _ . 13. , 25, _ . . ... _..._ 0,_108226„®„ , 2-0%z Pf 0.22 522 12 0 5331 Pe 521 12-0 53 53, 2-0% Pv CM 4-0260 3;05 27 7 69 12Q...n. 0 028;812 m.( 6 11'/ Pf 0.20 521 12-0 53.53 pe �Pv 519 12-0 53.73 6-11 Y, CM 4,P2 0... % 67 86 11,79 120 0 063480 i 12-0 f Pf 0.76 519 12-0 162.59 _...... .. 53.73 ,.. -... _ _.. Flow (q) from Route 2 I Pe 517 12-0 54,50 12.0 IPV 04517 _.-.__ -. -. 31 67 _ 6.63.81 15 92 -120 0.110619 14-0 Pf 8.19 1 6-41060 2- 54.50 Flow`,m., f oute 3 (q)rom R 60-0 Pe 0.43 94 63.12 2E(10-0), 2T(20-0) 74 0'Pv M 5 0470 .631 67 m, .,. 13 _ .10... , . ,... 120 0.036795 _....... , 10-11 Pf 1.32 494 11-0 63.12 N 25-0 Pe 474 11-0 64.44 T(25-0) 35-11�Pv -FM - --_ _...,,.,,,.6„0650 _631.67 7.01 - 120 M15038 Pf 0,79 474 11-0 64.44 14-0 P e 441 11-0 65.23 E(14-0) 52-6'/2 Pv FM - 7,9810 631 67 _.__..... 4.06 _._....._ 120 0 003950 12-6'Pf 014 441 11-0 65.23 !I 22-0 Pe 4,34 15 1-0 69.70 E(18-0), ALV, PIV(4-0) 34-6 Pv LIG ,.. 8,3900 631,67, 3.67 ... .. _....- 50000 69,70 ,,,BFP(-10.0.0; , 1 Pe I[, 2.604 83 64 4E(30-61/2), 573--11 Tv GV 6-9%,, S 250,00 Hose Allowance At Sourm, 2 881,67 Qo•••••Route2..... 81579 .... _...... 2.4, 37 9 05, m 120 ..._..-- _.._._ 0 18759,9 , , . _ 10-6 Pf 2,34 14-490 0 24, 37 5.6 18.94 Sprinkler 2-0 Pe 963 14-0 21.29 E(2-0) 12-6 iPv 8963 54 _," 10.63 120 0.183250 6-0 Pf 1,10 14 0 25 16 21 29 Flow (q) from Route 5 Pe � 946 14-0 22.39 6-0 Ov Bl . __......m 1.µ38G0 _ _ _75.34 Y6,_16 . -.-. _ 1120 ................. . . .. 0 398090._ _......._ --- 10-0 Pf 3 98 946 14-0 25.81 2239 Flow (q) from Route 8 Pe 904 14-0 26,37 10-0 ,Pv 8904 0 6 16.2,9 120 0337268 6-0 Pf 2.03 14-0 2802 26,37 Flow (q) from Route 14 Pe 869 14-0 28,40 6-0 Pv SL 1-6100 ,... X3244 ...... ... 2�Q3 .,, ,, 920_ _,. - 0 533528 4-0 Pf 2.12 869 14-0 29,08 28,40 Flow (q) from Route 16 Pe 858 14-0 30.52 4-0 Pv 8IL 1 61 ,59 25..62..-_ 120 0,779 7,50 10-0 � Pf 7.80 858 14-000 ......- 30 -...., ,,,.... 30 52 m. Flow (q) from Route 19 Pe 813 14-0 38,32 10-0 Pv 0 M,E.P,CAD, Inc, �JIJ AutoSPRINK® VR10 v10,0,52.0 7/30/2014 1:32:58PM Page 5 Job Number: 1 Report Description: Fire Dept Hose Requirements Pipe Type P Diameter Flow FFI, w ®_ Velocity mm _HWC _ Friction LLength Loss, _ _ Pressure Downstream Elevation scharge K -Factor Pt Pn Fittings 1 Eq. Length lJ stream iSummary [Total Len th BL 2,0670 , 1,62„59 15 55,. 120 _ 0.230935 48-0 1 Pf 14.55 ,.� 813 , .,.. . ,., 14-0 38.3215-0 Pe 0.87 519 12-0 53.73 E( 5-0), PO(10-0) 63-0 'Pv c-D••••• Route 3••••• 8962 9.12 120 0.190244 10-6Pf 2.38 1578 n 14 0 _24.56 24.6 5.6 Sprrinkler 2-0 Pe 14-0 .6190 21 12-6�Pv BLS„ ... 1.3,800 .... 4991 10,71. 120 0 185828 m 6-0 Pf 1.11 2535 Flow (q) from Route 6 Pe 946 144-0 -0 21.61 2.72 4 6-0 Pv 8945 1.3800. _ 16.28 120 �8 -, . 0.403678 __...... L 10-0 Pf 4.04 --- .. - 26_91- 00 22.72 Flow (q) from Route 9Pe 903 14-0 26,76 10-OkkkPv 8803 1.6100__ 104 14 16A011--, ,® 120 0,341984_ 6-0 Pf 2.06 4204,1 6.76 Flow (q) from Route 15 Pe 68 14-0 28.82 6-0 Pv BL.. 1.6100 133,144 ,. 21.03 120 0.540965 .,,..,. ... . - 4-0 Pf 2.,15 868 .. 14-0 29.30 28.82 Flow (q) from Route 17 Pe 857 14-0 30.97 4-0 Pv 8852 0 2S 82 _.... _ 10-0 I Pf 7.91 _. 30 381 Flow058 from Route 21 (q) Pe 14-0 33097 8.88 10-0 Pv 8.1; 2;.0670 .,.. ....1 3 $1 _ _ „_- 15,66, m, 120 e .... ...„ 0.234144. 48-0' Pf 14.75 812 14-0 38,88 15-0 Pe 0.87 517 12-0 54.50 E(5-0), PO(10-0) 63-0 Pv GB ..... Route 4..... BL 1 04 .78 24,24.78 0 -- 0 193465 _ 0-6 Pf 1.06 1563 17-0 5.6 120 9.58 Sprinkler 5-0 Pe 96`5 '17-0 20.65 T(5-0) 5-6 8Pv Q0 .... Rotate 5 ..... BL 1.04 0 25.16 _ 9.34. _ ,...... 120 0.199026 _ .. 06 `Pf 1.09 1561 14-0 25.16 5.6 20.19 Sprinkler 5-0 Pe 963 14-0 21.29 T(5-0) 5-6 Pv go••••• Route 6••••• BL.__ 1..0410 ,,,,,,, , 25,x,§. 9,41 12®, .n,„,.. 0 20181.9 0-6 Pf 1.11 1560 14-0 25.35 5.6 20.50 Sprinkler 5-0Pe 962 14-0 21.61 T(5-0) 5-6 Pv wo ..... Route 7 ..... BL 25.x.63 9.51 120_._ 0.205833 0-6 Pf 1.13 .... , 15 .,. .. .... ,.1,0490 17-0 25„63 6.6 20.94 Sprinkler 5-0 Pe 9238 2 17-0 22.07 T(5-0) 5-6 Pv �••.•• Route 8••••• 89467 „ .� ,1,0490 25.81 9,58 .. 1.. .,..m .22 0.208555 ..... _ Pf � 1,15 14-0 z581.. 5.6 .24 Odes 5-0'Pe 14-0 39 (5 5 6 Pv �••••• Route 9••••• BL 26.00_ 9.65 120 a, . 0.211472 _. 0-6 Pf 1.16 1546 ...... 14-0 26.00 5.6 21.56 Sprinkler 5-0 Pe 945 14-0 22.72 T(5-0) 5-6 Pv ..... Route 10 ..... 1.,0410 2.6,,14 _. 9,70 ----120 --_._. 0.213502 10-6 Pf 2.67 -B! ..... 1580 15-0 26.14 5,6 21.78 Sprinkler 2-0�Pe 964 15-0 24.45 E(2-0) 12-6iPv 89964 _,:1-3800.... 52.,11 -_- 1 -. t t 39 .. ... 8-0 Pf 1.67 15-0 26.98 2842 from Route 11 Flow (q) f (q)� � Pe 21 15-0 8-0 Pv 8871 9800. 811-,00 17.37. 120 3 0.455143 .. � e, . 10-0 Pf 4,55 ..1 5-0 27.89 26.12 (q),. r Route Flow from Route 13 Pe 9 15-0 30 67 10-0 Pv SL 1. 6100 @ t 1.23 _. t 7 ru3, 120_ , 03862 5 _._...__ M � ._ . 9-6 Pf 3.67 879 ....,. 15-0 30.23 30,67 Flow ) from Route 20 Pe 834 85.0 34 34 9-6 Pv 8792 0___ 22.57 120 61 10-0 Pf 6„17 31.992 Flow (q) from Route 23 Pe 15 0 40 51 10-0 Pv BL 2.0670 1 1x3 22, 13 6 ...... 1207 0 182f52a9 _!, 48-0 Pf 11.51 792 , .. 15-0 40.51 15-0 Pe 1.30 522 12-0 53.31 E(5-0), PO(10-0) 63-0 Pv .. « .. Route 11 «..., 88.... -,1 0490 2',98 10 0.1' - 120 _ _ 0.226375 , .... 0-6 Pf 1.25 155 ®, - 5-0 26,98 5.6 23,21 Sprinkler 5-0 Pe 4 15.0 24.45 T(5-0) 5-6;Pv 40 .... Route 12 ..... Lj& 0 M.E.P.CAD, Inc. jj AutoSPRINK®VR10 00.0,52.0 7/30/2014 1:32:58PM Page 6 1111 HydraYlic AnalysisJQb Number: 1 Report Description: Fire Dept Hose Requirements 0 M,E.P..CAD, Inc. 11 AutoSPRINK® VR10 v10,0.52.0 7/30/2014 1:32:58PM Page 7 1 Hydraulic Analysis Job Number: 1 Report Descnptiow Fire Dept Hose Requirements Pigae) Typ,? ...._,. Diameter --- Flow eValracity, OWC -- Frictiprrt-Loss Length (Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length ySummary Upstream Total Length Pipe Type Legend Units Legend, % , Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11%* Elbow Eel 22%' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow Ig Flange FN Floating Node it FireLock(TM) Tee 9 Gauge GloV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap A © M, E.P.CAD, IncAutoSPRINK® VRI 0 vl0.0,52.0 7/30/2014 1:32:58PM Page 8 III t~ a r lie S,umtiiary, Job Number: 1 Report. Descriptagn Fire Dept Hose Requirements .lob —laf�rc�ber 1 ! Theron Davis JMr Ponnw � h7Ylwms Q 4RK&-0MYM'--------- m n ps Salish Crossing fireswi 140bl 190 Sunset Ave S a City of Edmonds PsfdressP Edmonds, WA 98020 lob SrtmtBUAdi�g tlruem 3 Q amnU Narcw Salish Crossing rev,cad System Remote'Area(s) ` M � A Q of 1 � ikM IIP CicuipmncY 1 b 4Y 5.6 K Factor 14,82 at 7.00 Space 5 A3 occ- Light Haz Nope Atlmamr�w ^wvrw ••• Atu«rc,rtv _ _I !..- . ... .�aeruravW�c, rmi 100.00gpmtft z 0 10 z 1500,OOft(Actual1639,54ft') ..._ .. ,. ,,,,,,e �NodBosebuppdies ., .,., ,,, ........ .. .... EV fsx UN YR kl C k I A C. ... ,... 9 ParSfnnMnr Flow(qpm) 16 ^. 130I , OOft ___.._. w •. ui,Peak R.,— Prow... For R—E, Area(sj • ••• • , •• • A AdNcerK'fo Masl • Roma[o A— Left: 55,70 Right: 55,70 'fatal Naso Str¢ams 100 00 SY�t FI Qn�rmnd � �� ,mm �� T IUJafer Re4UNr d(fncludEig Rose €Vloeveitcn} i 296 59 396 59 Maxi P saurm Uf163Wnd In Loops 0,00 13.41 between nodes 800 and 839 Maxf V kicAY Und G ,, d f 1 72 between nodes 2 and 15 vlepa�Y rwairaw ....... 1872.03ga1 Supplies . Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name ml si) %(psi)@ m(psi) @ m(psi) si 5att?dy ....�...... 100 00......_ 122 00.. 20.00.. 3464.00 1.20.x,.5.. �...... _. 396 59„,....,,. 55.70 .. .. 64.45 ,_..,.. Cc7ittCa4ti Con ct fdomlmr Gonlect Rame V”h r M 1 -----_ Theron Davis Asst Service Mgr nam. ar coraraeor: FIRE SYSTEMS WEST INC. -------- --- —__ — . Pb^^e 253-833-1248 �.., .. 125 — ada�wry a t 206 FRONTAGE RD N. SUITE C _. _. _., Fax 253-735-0113 aaare.eP Ftherond@Fiiresystems t. �. wesco Mdress 3 PACIFIC, WA 98047 � & ©M.EoP.CAD, Inc. N AutoSPRINK® VR10 v10.0.52,0 713012014 1:44:38PM Page 1 HARM ow Water Supply at Node 2 150 135 120 105 90 N CL 75 N N N 60 45 30 0 0100 1400 2100 2800 3500 4200 4900 Water flow, gpm Job Number: 1 Ok © M.E.P.CAD, Inc. 41 AutoSPRINK(g) VR10 v10.0,52.0 5600 6300 7000 1 7/30/2014 1:44:42PM Page NO ISummary Of Ouitflowing Devices, Job Number: 1 L m M„E.P.CAD, Inc. `oAutoSPRINK® VR10 V10.,0 52.0 7/3012014 1:44:45PM Page 3 Node Analysis , I Job Number: 1 14vdratllit" Anal;V i Job Number: 1 & 0 M.E.P..CAD, Inc. .411 AutoSPRINK® VR10 v10,0.52.0 7/30/2014 1:44:52PM Page 5 N� . rflr.ysisa Job Number: 1 Report Description: Fire Dept Hose Requirements A 0 M,E.P,CAD, Inc. ffl AutoSPRINK® VR10 v10,0.52.0 7/30/2014 1:44:52PM Page 6 Diameter Flow, Vel „w WC FrictionLoss Length Pressure Downstream Ele ation Diharge K -Factor Pt Pn Fittings gs Summary U streaan Len [Total Le 0 Oa,6046 0-6 Pf 0,47 1461 19-0 15.99 5.6 8.16 Sprinkler 5-0 Pe 54 19.0 8.63 T{5-0) 5-6 Pv .... Route 6 ..... B,(A _. 1;0490. 16.:57.. 6,.95.,., _ ,..,.._.1,20 0.091890 _d 0-6'Pf 0.51 1438 19-0 16,57 5,6 8.76 Sprinkler 5-0 Pe 917 19-0 9,26 T(5-0) 5-6 Pv �..... Route 7••••• T,0490 17.32 6,41 120G4.099767 p 0-6 j Pf 0.55 1416 21-0 17.32 5.6 9,57 Sprinkler 5-0 Pe 878 21.0 1012 T(S-0) ? 5-6 Pv imb•••••Route 8••••• 81417 .. 1. .. ..10 - _ .. , .,, 0-6 Pf 0.59 19 Og0 18,06 5.60 40., SprOnle.... r 5-0 Pe 881 19.0 10.94 5-0' 5-6 Pv �•••••Route 9..... BL „ Pf 0.61 1 395 21 090 18,40 5.63.. 10 60 Spnn�l..� 5-60 Pe 837 21-0 11.41 T(5-0 5-6 Pv c-D••••.Route 10••••• 890 18,.99 _ 7 O5 _ - .., 2-6 Pf 0 89 1396 19-0 18.99 5.6 11,51 Sprinkler T 510889 � 5-0 Pe 839 19-0 12.39 7-6 Pv 4�•••••Route 11 ••••• 81372,0490.. , , , 20. Q ... 46.. 120. _...... „ 0.131299 0-6 Pf 0,72 20.10 5.6 12.88 Sprinkler C5-0 Pe 798 21-0 13.60 T(5-0) 5-6 �PV 40•••••Route 12••••• BL.- 1,x490, 2073 7,70 1„? -0._ 0,139043 _ � 2-6 Pf 1,04 1373 19-0 2073 5.6 13.70 Sprinkler ( 5 -0 -Pe 800 19-0 14,74 T(5-0) 7-61Pv Route '13 ..... 1,0440 21 57 8.01 149668 0-6 Pf 0.82 1440 17-0 21.57 5.6 -.__.120 14,84 _m ...0 Sprinkler 5-0 Pe � 915 17.0 1566 T(5-0) 5-6 Pv 1.3800 21,57 4.63. 120 0.039363 10-0 Pf 0.39 915 17-0 15,66 I Pe 882 17-0 16.05 10-0 ' Pv 8840, __ 41 _ 6.84 ....��0.. _....... 0.067(9)2 II Pf 0.64 882 000 17-0 �,3 1.84 16.05 Flow from Route 14 -� i Pe 7-0 Pv 8840 0 10 35 3 10-01 Pf 1.46 _ 1760 _ 22,28 16.70 FFlow q) from Route 15 (9) , 801 17 0 16,16 {Pe 10-0 I Pv 853 27 ._wA ... ,., ..... 8 50 120 0,075614 _ . . ........... ....... 47-0 I Pf 4.69 1 070 23.,92, 23 18.16 Flow (q) from Route 16 15-0 Pe 0,87 6 15.0 23 71 E(5-0), P'G(10.0) 62-0 Pv �•••••Route '14M.... BL 1.0490 _ ......... 21,184 811 120 __ ........ 0.153158 _�.- _ 0-6 iPf ........ 0.84 1418 17-0 21,84 5.6 15,21 Sprinkler 5-0 Pe 882 17.0 16.05 T(5.0) 5-6Pv 4m ..... Route 15••••• BL . 1.0490 22:28 _ ._. -.w8.27 120 -- ...._ .0.158853.,... .,, ... 0-6 Pf 0.87 1397 17-0 22,26 5,6 15.82 Sprinkler 5-0 Pe 840 17-0 16.70 T(5-0) 5-6,Pv Q0••••.Route 16..... BL , 10490_ .. 2123_ .., ._ 8.62.. 120 _.....0171695 0-6 Pf 0,94 1374 17-0 23.23 5.6 17,21 Sprinkler 5-0 Pe 801 17-0 18,16 T(5-0) 5-6 Pv Et)ui4ent Pope Lengths of Valves and Fi trngs (C=120 onNY) , ', , , , C Value Multiplier 487 100 100 130 140 130 � 150 e 40 Steel SchedulActualIniddepDiameteDiameter =Factor MulueOngFactor� 0713 116 133 1,51 A 0 M,E.P,CAD, Inc. ffl AutoSPRINK® VR10 v10,0.52.0 7/30/2014 1:44:52PM Page 6 111 Fp, lir iJob Number: 1 Report Descripfioro: Fire Dept Hose Requirements Pipe Type Diameter Flow Velocity HWC„................. Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend” Length Pressure Eq. Length Summary i Total Length Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen -Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11%° Elbow Eel 221/2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc, 'ill AutoSPRINK® VR10 v10.0.52.0 7/30/2014 1:44:52PM Page 7 r .,., `f � c r%a -II •r u: v r p r a. I 1 G I d 9 ....,...., .. f..«.. � q �. R yd rR 4411. �IT A i.e.r, .. .,µ . r .i Y�yp �, � q 1p 4- I p tl 4 17'^ IL6 k f .R ,�& �Y� �,• .e 1.. r 4 dl't --._..... ,.X4 k:. W..... .:: yqq.. .._.y..... ._......................:Mmrer« ,w«...�.�,,,,n.. a ' a b t] ate Y4. A' .,�.. 7 q q u Y t iar JV.� i qq P � yy ' I {. •," q a }q 1 r R �, �. y. Y g N tl p g y v y +�°r J„ 4 p� t Nw ....... ,......9..... Ip 4 p r w b 6 q q u 'x b r e y�'p�gYb ',wfW hramr�l t o f .... 9 ....,....,._,,. w . ■ . . ...... V. •. ..... ...... �a .... ..r.. . u,..r P ...m.,. e'• piq Haut qw ... arau w r.9� 9.' .+a rn ........ +. mw rw.n,.rrw:e pa ... Fi1 i s _ r1 I-