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HomeMy WebLinkAboutF18-0012_REV1 Approved Plans_1545157607.pdf X10 OF l Hydraulic Summary f / .1 Report Description:UPPER LE IA kr Job 4 _ erl Job Number Design Engineer CH0290-2 Steve Allenfie Job Name: State Certification/License Number 303 Gore Creek Dr-#10-Galvin 18-S-05209 " k , 1U 0 D Address 1 AHJ 303 Gore Creek Dr-Unit 10 Vail Fire and Emergency Services Vail Fire&Emergency Services Address 2 Job Site/Building 12/18/18 Vail,CO 81611 303 Gore Creek Dr-Unit 10 Address 3 Drawing Name 303GoreCreekRd-U 10-Design SySte?Ir— Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 25.60 at 27.295 Residential Manually Flowing Hose Allowance At Source Density Area of Application 0.00 0.10gpm/ft2 1024ft2 Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 4 256ft2 AutoPeak Results'Pressure For Remote Area(s)Adjacent To Most Remote Area Thomas M. Coakley, CET Western States Fire Protection Co. NICET Level III Registration#107852 Sprinkler System Layout Total Hose Streams 0.00 System Flow Demand Total Water Required(Including Hose Allowance) 105.55 105.55 Signa •- Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.26 between nodes 18 and 19 f Maximum Velocity Under Ground 10.09 between nodes 1 and 2 FF.- Volume capacity of Wet Pipes Volume capacity of Dry Pipes 48.75ga1 Supplies Hose Flow Static Residual ,,,, Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 135.000 59.000 1435.00 134.392 105.55 123.811 10.581 Contractor IsiL . Contractor Number Contact Name Contact Title 18-S-05209 Steve Allen PM Name of Contractor Phone Extension Western States Fire Protection 720-219-0574 Address 1 FAX 274 Center Drive Address 2 E-mail Glenwood Springs,CO.81601 Steve.Allen@wsfp.us Address 3 Web-Site &©M.E.P.CAD, Inc. ,:? AutoSPRINK 2018 v14.1.4.0 12/11/2018 11:59:22AM Page 1 1111 Hydraulic Analysis 14 OF Iv,! Report Description:UPPER LE tEir IA Pipe Type Diameter Flow Velocity HWC Friction Loss Leng _ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L Upstream Total ia-'s. dry 0. Route 1 DR 0.8110 25.60 15.90 150 0.476082 8 +-20 031.051 101 33'-8 25.60 4.9 27.295 Sprinkler, 5 15 34'-2 34.010 4E(1'-5) Vail'I-16i'rli'fLmeraencvS= ices BL 1.0550 42.17 15.48 150 0.332929 12n1f Pf 15.978 15 34'-2 16.57 34.010 Flow(q)from Route 6 12'-5 Pe 14 34'-2 49.988 2E(1'-6'/2),2T(4'-8) 48'-0 Pv FR 1.0550 42.17 15.48 150 0.332929 13'-0 Pf 4.845 14 34'-2 49.988 1'-6'/2 Pe 5.636 13 21'-2 60.469 E(1'-6'/2) 14'-6% Pv BL 1.0550 42.17 15.48 150 0.332929 0'-8 Pf 1.776 13 21'-2 60.469 4'-8 Pe 0.000 12 21'-2 62.245 T(4'-8) 5-4 Pv BL 1.0550 51.98 19.08 150 0.490330 5'-4'/2 Pf 3.405 12 21'-2 9.82 62.245 Flow(q)from Route 7 1'-6'/2 Pe 11 21'-2 65.650 EE(1'-6'%) 6'-11% Pv FR 1.0550 51.98 19.08 150 0.490330 11'-4 Pf 5.557 11 21'-2 65.650 Pe 4.913 10 9'-10 76.120 11'-4 Pv BL 1.0550 27.17 9.97 150 0.147589 51'-5'/2 Pf 8.971 10 9'-10 76.120 9'-4 Pe -0.000 9 9'-10 85.091 2T(4'-8) 60'-9'/2 Pv BL 1.5270 80.73 14.14 150 0.182854 1'-4 Pf 1.311 9 9'-10 53.57 85.091 Flow(q)from Route 2 5'-10 Pe 8 9'-10 86.402 T(5-10) _7-2 Pv BL 1.5270 105.55 18.49 150 0.300243 1'-8 Pf 2.948 8 9'-10 24.82 86.402 Flow(q)from Route 5 8'-2 Pe 7 9'-10 89.349 E(2'-4),T(5'-10) 9'-10 Pv FR 1.5270 105.55 18.49 150 0.300243 6'-3 Pf 20.877 7 9'-10 89.349 Pe 2.710 6 3'-7 112.935 BFP(-8.000), PRV(-11.000) 6'-3 Pv FR 2.0090 105.55 10.68 150 0.078933 4'-7 Pf 1.607 6 3'-7 112.935 15-9'/2 Pe 1.987 5 -1'-0 116.529 BV(7'-10'/2),3E(2'-7%) 20'-4'/2 Pv FM 2.0090 105.55 10.68 150 0.078933 13'-3 Pf 1.255 5 -1'-0 116.529 2'-7'/2 Pe 4 -1'-0 117.784 E(2'-7%) 15-11 Pv FR 2.0090 105.55 10.68 150 0.078933 10'-2 Pf 0.802 4 -1'-0 117.784 Pe 4.408 3 -11'-2 122.994 10'-2 Pv FM 2.0090 105.55 10.68 150 0.078933 7'-8 Pf 0.916 3 -11'-2 122.994 3'-11'/2 Pe 0.650 2 -12'-8 124.561 E(2'-7%),cplg(1'-4) 11'-7'/2 Pv UG 2.0670 105.55 10.09 150 0.068717 67'-0 Pf 4.741 2 -12'-8 124.561 2'-0 Pe -5.491 1 0'-0 123.811 EE(2'-0),S 69'-0 Pv 0.00 Hose Allowance At Source 1 105.55 lap Route 2 DR 0.8110 25.80 16.03 150 0.483083 5-6 Pf 6.031 102 33'-8 25.80 4.9 27.729 Sprinkler, 7'-0 Pe -0.217 156 34'-2 33.544 3E(1'-5),T(2'-9'%) 12'-6 Pv BL 1.0550 9.23 3.39 150 0.020052 1'-3'/2 Pf 0.026 156 34'-2 33.544 Pe 155 34'-2 33.569 1'-3'/2 Pv BL 1.0550 36.52 13.40 150 0.255144 4'-1'/2 Pf 1.053 155 34'-2 27.28 33.569 Flow(q)from Route 4 Pe 20 34'-2 34.622 4'-1'/2 Pv FR 1.0550 63.38 23.26 150 0.707569 13'-0 Pf 10.297 20 34'-2 26.86 34.622 Flow(q)from Route 3 1'-6'/2 Pe 5.636 19 21'-2 50.555 EE(1'-6%) 14'-6'/2 Pv BL 1.0550 63.38 23.26 150 0.707569 10'-8 Pf 10.840 19 21'-2 50.555 4'-8 Pe 0.000 18 21'-2 61.395 T(4'-8) 15-4 Pv BL 1.0550 53.57 19.66 150 0.518299 23'-1 Pf 14.388 18 21'-2 61.395 4'-8 Pe -0.000 17 21'-2 75.783 T(4'-8) 27'-9 Pv _ FR 1.2910 53.57 13.13 150 0.193914 _ 11'-4 Pf 2.409 17 21'-2 75.783 1'-1 Pe 4.913 16 9'-10 83.105 EE(1'-1) 12'-5 Pv ©M.E.P.CAD, Inc. {AutoSPRINK 2018 v14.1.4.0 12/11/2018 11:58:25AM Page 6 1111 Hydraulic Analysis ..,.....".. Report Description:UPPER LE tEir IA Pipe Type Diameter Flow Velocity HWC Friction Loss Leng - Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L Upstream Total a, ry} BL 1.2910 53.57 13.13 150 0.193914 16 9'-10 83.105 j-lau) 9 9'-10 85.091 10- .� Route 3 Vail Fire&Emergency S=rvices DR 0.8110 26.86 16.68 150 0.520458 12/1 /1 Pf 4.783 103 33'-8 26.86 4.9 30.056 Sprinkler, 4'-21/2 Pe -0.217 20 34'-2 34.622 E(1'-5),T(2'-9%) 9'-2'/2 Pv a Route 4 DR 0.8110 27.28 16.95 150 0.535638 1'-0 Pf 2.781 104 33'-8 27.28 4.9 31.005 Sprinkler, 4'-21/2 Pe -0.217 155 34'-2 33.569 E(1'-5),T(2'-9%) 5'-2'/2 Pv ap Route 5 FR 1.0550 24.82 9.11 150 0.124874 10'-8 Pf 1.914 10 9'-10 76.120 T(4'-8) 4'-8 Pe 4.624 22 -0'-10 82.658 15'-4 Pv BL 1.0550 24.82 9.11 150 0.124874 50'-11/2 Pf 7.036 22 -0'-10 82.658 6'-21/2 Pe 0.000 21 -0'-10 89.694 T(4'-8),E(1'-6'/2) 56'-4 Pv FR 1.0550 24.82 9.11 150 0.124874 10'-8 Pf 1.332 21 -0'-10 89.694 Pe -4.624 8 9'-10 86.402 10'-8 Pv _ i Route 6 BL 1.0550 16.57 6.08 150 0.059127 3'-3 Pf 0.466 156 34'-2 9.23 33.544 Flow(q)from Route 2 4'-8 Pe 15 34'-2 34.010 T(4'-8) 7'-101/2 Pv Route 7 BL 1.0550 9.82 3.60 150 0.022449 33'-21/2 Pf 0.850 18 21'-2 53.57 61.395 Flow(q)from Route 2 4'-8 Pe -0.000 12 21'-2 62.245 T(4'-8) 37'-101/2 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier II 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. :?{AutoSPRINK 2018 v14.1.4.0 12/11/2018 11:58:25AM Page 7 AO OF gr. 1111 Hydraulic Analysis ..„0"tee. Report Description:UPPER LE tEir Pipe Type Diameter Flow Velocity HWC Friction Loss Leng Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.L Upstream Total D- dry Pipe Type Legend Units Legend Fittings 0 51 AO Arm-Over Diameter Inch ALV Alarm Valve j'ia03.1° BL Branch Line Elevation Foot AngV Angle Valve. CM Cross Main Flow gpm b Bushing 9 aul Fur&Emergency i= ices DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Len th Foot C Cross Flow Turn 90° FR Feed Riser g cplg Coupling Friction Loss psi/Foot MS Miscellaneous Cr Cross Run HWC Hazen-Williams Constant OR Outrigger CV Check Valve Pt Total pressure at a point in a pipe RN Riser Nipple DeIV Deluge Valve Pn Normalpressure atapoint in a pipe SP Sprig p p DPV Dry Pipe Valve ST Stand Pipe Pf Pressure loss due to friction between points E 90°Elbow UG Underground Pe Pressure due to elevation difference between indicated points EE 45°Elbow Pv Velocity pressure at a point in a pipe Eel 11'/°Elbow Ee2 22%°Elbow 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 Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. :?{AutoSPRINK 2018 v14.1.4.0 12/11/2018 11:58:25AM Page 8 10OFIv, +� Summary Of Outflowing DevicesII Report Description:UPPER LE tEir IA Actual Flow Minimum Flow K-Factor Pressure id _ Device (glom) (glom) (K) (psi) i''' Sprinkler 101 25.60 25.60 4.9 27.295 E' N. Sprinkler 102 25.80 25.60 4.9 27.729 Oj 051 Sprinkler 103 26.86 25.60 4.9 30.056 $Q10711 Sprinkler 104 27.28 25.60 4.9 31.005 v.a•ire&Emergency S> ices 0 Most Demanding Sprinkler Data 12/18/18 L©M.E.P.CAD, Inc. ifiAutoSPRINK 2018 v14.1.4.0 12/11/2018 11:58:50AM Page 5 Itti OF go ASIA,* Hydraulic Graph Report Description:UPPER LE 41 Water Supply I at Node 1 Oj 150 IQOD Vail Fire&Emergency S= ices 12/18/18 135 Static Pressure 135.000 _105.55 @ 123.811 120 105 90 N Q 2 75 S stem demand curve a 60 1435.00 @ 59.000 45 30 15 J 0 H111111111111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i i i a 1 1 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 135.000 Residual:Pressure 59.000 @ 1435.00 Available Pressure at Time of Test 134.392 @ 105.55 System Demand 123.811 @ 105.55 system Demand(Including Hose Allowance at Source) 123.811 @ 105.55 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 12/11/2018 11:59:04AM Page 2 *ball OF kii dg 47 CV fP, kB7 Henget No.19W Fire&Enver enc Servi es Hanger No.18W a,,e,Pine Hanger Table 8.3.2.5(c) Ratings of Sprinklers in Specified Residential Areas rw Emergency Pim Sian A. Table 9.2.2.1(a)Maximum Distance Between Hangers(11-in.) `I1 /18/18 .. a .,... Minimaun Distance Minimum Distance from \\N • Nominal Pipe Size(in.) from Edge of Source to CII) C \\\ -.aan,ee Edge of Source to Intermediate-\\ ......-• n. 'r� 1 1'S lex 2 2/¢ 3 3'h \\\ p.;•, Y , -°11e"""'•" Ordinary-Temperature Temperature Sprinkler \\\ �� Steel pipe except threaded ligluwall N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 Sprinkler N \\\ o-aw Treaded lightwall steel pipe N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A M \\\ Heat Source in. mm in. mm • '8 O O /////////////// Copper lube 8-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 ,� VD iti Side of open or recessed fireplace 36 914 1- 305 // / // //i ///� P P C CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A 00 Wm..°�`°" Front of recessed fireplace 60 1524 36 914 O CA Z Polybutylene(IPS) N/A 3-9 4-7 5-0 5-11 N/A N/A N/A ..0 , = _ Ak HANGER DETAILS Polybutylene(CfS) 2-11 3-0 3-11 45 5-5 N/A N/A N/A Coal-or wood-burning stove 42 1067 12 305 > Z I ---`-_ `'�'�� Ductile iron pipe N/A N/A N/A N/A N/A N/A 15-0 N/A Kitchen range 18 457 9 22'1 Q U , .. �'_T, -- - ._-� \ \ Note:IPS eon- coppersize Wall oven 18 457 9 229 �" s. I I ® z v4 /� `� -r' "`- pipe size;CTS- tube I �I ll I 8208-91/5', I ��il 0' _` - l lot air flues 18 457 9 229 N Cr) 0\ bo ClIe E c--) •1- N 7 c' I I ® LJninsulated heat ducts 18 457 9 229 «+ a CF2 Uninsulated hot water pipes 12 305 6 152 N '� ..- I I Y 1 I 9 - , O r%a ~ MASTER BATH MASTER I I Side of ceiling-or wall-mounted hot 24 607 12 305 3 0 p I 1 =AMILY/OFFICE LLP BATH a4 H=� e e 7e BEDROOM N± 150t /; t- air diffusers I = zo 8•n .r— lc °moi, ii, I I I ,_a- o 2 I I Front of wall-mounted hot air 36 914 18 457 (� O I I i. diffusers E� o 1 1 I U I I 1 lot water heater or furnace 6 152 3 76 PI'. • 11,r 1 1 l" Z _ \ \ TO i t facture: 6 152 3 76 I © I I \Btve'-3 5/3' INTERIOR Bell Rd - / WINDOW rsD 250 W-499 W 12 305 6 1 I CF3 I I CF1 I 1 1 / I CF7 I N Frontage Rd IN I I II 1 I I LEGEND 1 e "� I ,„,,., et ""'' C 1 �7� I 'i o LNIN6 ROO`, 1 1 I K_TCHEN FAMILY/DINING ii - -' 1)2"UNDERGROUND SUPPLY ( )1 I 1 r Ad _ (BY OTHERS) I II I O I I m - Sbrid,u,r,_.t:,, ��— 2)2"TAMPER CONTROL VALVE I 11 I m 1 � 3)CITY SIDE PRESSURE GUAGE 1 11 _1 - I 1 SF,oniay�Rt N _ r 4.11.1.10 4) WILKENS PRV#500HDI•l \ N sr, T. JOB SITE _ 4.111110 5) RISER PRESSURE GUAGE _ J I — I ® - 6) 1-1/2"AMES 2000B FP BACKFLOW 44 r I -lL- Four Reside Resort °"i�9eRd( _�_ CF1 and Residences Vail WITH TAMPERED CONTROL VALVES I A �_ ICF51 ICF1 1 ead°wo } o (WIRING BY OTHERS) INTERIOR ColoradoSkiB �' et m " - cMo 7)SYSTEM SENSOR FLOW SWITCH WI"DOW TBD N LAUNDRY a2 BATH as BEDROOM e6 N m �� �i ClaggettRey Gallery Q Q 0 — _ (3 r Snowboard Museum (WIRING BY OTHERS) - �� SKI ROOM LLP �: -, j - . 8) INSPECTION TEST VALVE 1 1 .6LL _� ' %1 N w w w PIPED TO FLOOR DRAIN I Gteek .40*. /' 2 H H 1- 9)SYSTEM PRESSURE GUAGE L -_ G°� // LL = _ _ ® © 7- - 1 " T T ----� - iq,\ \ \ Vail Interfaith Chuch© © Q Ra tman Art G arias ` -' -/ O II I a a° n/ OJEWELR PPRAISAL Cr�breee 'rr/ d ® I . ® FUre V1,804 RESOURCES k . VO 2 in to to s•CD 1 I cFs I I Rd Rry O - N1 Caution.It is important that the `° tO —I .4_ 1 1 1 2a1.-'),II��a�1�a r insulation be installed tight against the O 1 11- - t - 1 °' BEDROOM a2 LAUNDRY a1 N; REG/BUNK ROOM REG/BUNK ROOM I I - �i °resr Rd Joists. In unheated areas.any spaces V rn w -1 I I "m I I c ?c, or voids between the Insulation and the LL •v v v II �3 m 10 7 ISI• lasts cause the water in the fire sprinkler Y III_=- I -i 4 O -1 I ,; III' III 111-1 AREA MAP NOT TO SCALE pipin. to freeze. 2 .111_ • '•T ' I I El It1 0 . L 1--- - - fi Y ' , - \ \ 1111= I- SECTION A-A (-3, o ° z 4 8 5 z� ..'\- 41111111111111111111.11"r Q changes approved. 1/8"=1' s4 -4.1. 0355ll o U v DJ N.% ' d) to CA RISER DETAIL NOT TO SCALE �% L� L �- A=MAX.3'-0 4/01t0: � % ~a l� . B=MIN.8'-0 w w w S=SPRINKLER SPACE PER CUT SHEET �, U in J J _ < < < SLOPE SPACING DETAIL NOT TO SCALE ....--•,'1114,‘ o w w w Et CC CC ' Caution. For aroas having tomporatwoi x of 0 fit-18 O or lower.an additional o- .,��� Intl of insulation covering the lotst and 1 f, ( T A _ I I the fire sprinkler piping should be used I I I I in the sprinkler piping. } Q �I0 9 I I If this is not done.freeze ups can occur OtWJ FpR aRf.NN QKYNN C2�NN - m {,n MECH NORTH a s R®C RoOOM •I 0 /4 0�a I BED 3 �� MASTER BED • 8 0*81 8 11 DN ATO 22 FAMILY/DINING 5'-5 � 9xz a wv i lAN1 9 x 4,P WOov '• p ® o � "' cl_o3 � � Ni- \UPTO 20 •Za/. 1 14 isoR ��� • s • -0 • ®U^P� ` 8'-1 ' oar. i o�. ^ 10/^ .� n 11 D N° � 1 �+ 1\ r` —67., y� AN •2'-11 5-1 • • o3i. �, o o ^ i3 0 o e N to w o M I 1 1 N I 1 8'-6 `' �1�i 1� 1 1 ��M Z J H 0'/e •—!� 1 -:1,494_Zt� ® - 9x45WG07 9 8.-5 0 2'-t) O 5._4i, o X0-6 1 11 v,%jib 0 a ct TN 2'-s T-101/2 ❑❑ TA ¢ Do� 0-�D5'-3 GENERAL NOTES aSt 0%i �'_� �o is5-1tT/x 1'-7 WJ 1 �ERpEAW • 8''11 I wnnnrowN ® I 13 ' A �i 1 1" I 1) DESIGN PARAMETERS ARE PER NFPA 13R, 2016 o m a oar -(Afti: 0mid p, •, " IL I N+ • /• 2) SPRINKLER HEADS ARE CALCULATED FORA 16' X 16' MAXIMUM SPACING c=n cc 1'_0 s's _ __, I 1 ; _ 10X8 MAY. '12 1 , In .��` R 3) ALL SPRINKLER PIPE IS COPPER co — — 40 BUNK ELEV 1' �' �- ATHB4) ENTIRE SPRINKLER SYSTEM IS WATER - IT IS THE OWNER AND GENERAL w co r • ROOM I 03/a • 7. 1- as ELEV ELEV s-1 �As s 3 ELEV ELEVATOR r�2,_s® CONTRACTORS RESPONSIBLE TO PROVIDE INSULATION AND MAINTAIN o N - M s_, ° - '- $ I FAQ /® • ® rwrcl A CONDITIONED SPACE IN ANY COLD SPACES THE PIPE IS RUNNING. - 5'� 1 �/• ' `° 0 0I 0 5 ANY SOFFITING REQUIRED TO RUN PIPES TO BE DONE BY OTHERS z C a Q ` < ` LO CLO II 1 UP •SArE in r • 5-2 I"4'-1 • i cSHWR 1-')-STAIR • �' Nc > 6) DRILLING HOLES THROUGH STEEL BEAMS TO BE DONE BY OTHERS �a � Vs—. R T-11% � , w Or DI F 3 • '-2 • :7} _ �( ' .. _ • �_.T. 7) DRILLING HOLES THROUGH FINISHED CEILING BEAMS TO BE DONE BY OTHERS DRAWN BY: STEVE ALLEN 0 1' ,�Pv. % 7 1F 0 ¢I I - o fr B' ''' 8'- lie "t 8) ALL CEILINGS ARE 5/8" DRYWALL - GC SHALL NOTIFY FITTER OF ANY VARIATIONS iY _4-11 1 HALL v 51-0FE ® ® n -. ,'Fie.' 1r -„tri '1 DATE: 12/11/18 I- 6"/ HALL •� 8'-z O B I ILP`UNDR' FL-5f • � KITCHEN HALL Ir,g\"� •�� • s's .5 -Ola • - II °34 -- _ :,_,,/r„. 1 , ,,!,, 3 o rte -� , 104 '-1•� �- I _;11LSLEEPING > Z *I LAUNDRY T �•.R .. ® • ® NOOK }} \ $ .. I ,- W 8 5 I B.. r ^' - illyNki-c -li 8-0 `, CD ` l �/4 e 0x ® sr 15 / '�j `- 5�4 • x 0'- -(,.t'TI r • 100 WOOF KAM 0 I r , � 1 _i�1 4'-9 w i•v r1 W I 0- No • �+[4 • /fir N 1 �� 4/\:. , p1 orrlr ® ® `� = C•'��:� 4• 1 _ CALCAREA O D,-- 90 • I— �� �E ING I�f _ ' 3'-3 , a s-0 HEADS 4 Q - - SOUTH „:1,1, OMECH ENTRY ® I LY-8 s a 4 0®' 21 o a, �, 9x4.5 Wv%AM P - I 1 ® PRESSURE 123.811 psi y�5•-5 n, BED 2 '- r` I ' • gab0'/4® Jorn ° 0'/. _ rOU +° • 03r 1 03 •W 1 HI 8'-61/2 b 0.----:-0 3's•ri FLOW 105.55 gpm 1 I — P- 2 / ti 4'-t 13'_11 ® I 101 10.581 si— — I o . D� I �\� SAFETY p 1 s_ <9UG UB - - - aL / bl �4.s+wesaM P D 9 +� I - 17) N� 0.3 102 FAMILY A Q 0� -� • °' �3 • 16 +^ ^S"OROIOM - �� /^l,+ '� OFFICE �; 4) FEED MAIN TO _•U I I E O RISER LOCATION BAH ® V O's o�a I�ao t ►, 11/4 sA1B_z 1 1 _ I L U U BY OTHERS • 8•. V _ ...-, ,;:_ ®" -=11'/z �'b = , R 2'-O 0 8'-6% N I n` - i-; O W rV -' - E TRY __4( L > 6-2"tnFF = 'iii ® cr s s fa I W.S.F.P. START POINT @ • `" I U t1LE HWS �j 21 0•. CLOsIET RIs R s 2” STUB FROM UG WW g - I CLOSET &CROWN PO2 m U1KIAIN _` O i I 5 �..1 ,� IN RISER CLOSET - - Thomas M. Coakley, CET L m w 1 STUB UP TO 1 r I A 1 RISER ROOM - I - - Western States Fire Protection Co. 0 I/ NICET Level III C A A= A Registration#107852 A Sprinkler System Layout CO ACTUAL FIRST LEVEL 0 HYDRANT FLOW DATA SECOND LEVEL THIRD LEVEL FORTH LEVEL FIFTH LEVEL CO STATIC 135 psi ° 2 4 8 I 2 4 2 4 a 2 4 Signa , RESIDUAL 130 psi 1/8"= 1' 1/8"= 1' 1/8 =1' 1/8'= 1' 1/8"=1' CONTRACT NUMBER FLOW 1725 gpm H0290-2 DERATED PER VAIL REQ ' V DRAWING FILE NAME 303GoreCreekRd-1 1(1-Uesign HYDRANT FLOW DATA STATIC 135 psi N SHEET NUMBER RESIDUAL 59 psi 1 FLOW 1435 gpm 111 _e4i �_ FP-1 \,moi 1 1 OF 1