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HomeMy WebLinkAboutF11-0013_ ,� � � � �#� �. ��� � �: ' t� � , � �. Department of Community Development 75 Sauth Frontage Road �� '° ' " �''�, Vail, Colorado 81657 j� ; � , . �Y ���`° Tel: 970-479-2128 Fax• 970-479-2452 � � � � •� Web: www.vailgav.com � �` Develapment Review Coordinator ,� . 'Y , „. �M �� ��. � .. . . . ;; _ . , ,. . , ,� _t.s.�:�. y ,.. .i��a� � .., n..� k . .� -. ��h{,r. . FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time af application submittal and must include the following information: i. A Colorado Registered Engineer's stamp or N.I.C.F.T level III (min) stamp �. Equipment cut sheets of materials 3. Hydraulic calculations 4. A State of Colorado contractor registration number 5. Plans must be submitted by a Registered Fire Protection Contractor Project SVeet Address: �IOd96 115 Forest Road (Number) (Street) Building/Complex Name: Residence Contractor Information: Company: Westem States Fire Protection (Suite #) Company Address: 2�4 Center Drive City: Glenwood Springs State: CO ZiP:81601 Contad Name: Steve Allen Contact Phone: 720-219-0574 E-Mail Steve.AllenQwsfp.us Town of Vail Contractor Registration No.: 338-5 � l� '!�' b, c-f;-, � �j� ��f;,, 4_ 1 Contractor Signature jrequired) Property Information Parcel #: 2 � 0107113030 (For parcel #, contad Eagle County Assessors Oifice at 970-328-8640 or visit www.eaglecounty.uslpatie) Tenant Name: Owner Name: 115 Forest LLC. Complete Valuation for Fire Sprinkler Permit: Fire Spnnkler $: 18,148 � I a o3 , a°► Office Use: Projeci #: __ P`�� 1 fl— Q� Q Cj Building Permit #: �l � �-03�� Sprinkler Permit #� __�' � — w � � I l.ot #: Block # Subdivision: Detailed Descnption of Woric: Install Fire Sp�nkler per NFPA 13D and Vail Fire requirements tuse addiiional sheet if necessary) Detailed Location of Work: Does a Monitored Fire Alarm Exiat? Yes () No (. ) Does a Sprinkler System Exist? Yes () No (.) Wor1c Class: New ( . } Addition ( ) Remodel ( } Repair ( ) Retro-Fit ( ) Other ( ) Type of Building: Single-Family ( � ) Duplex ( ) Mufti-Family ( ) Commercial ( ) Restaurant ( ) C3ther ( ) Date Received: Q �(c� ���bC � APR 0 4 2011 TOWN OF VAIL 01-Fcb•IQ ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 06-30-20ll at 15:12:00 06/30/2011 Statement *****«****�***+****************+************************************************************ Statement Number: R110000726 Amount: $1,203.29 06/30/201103:11 PM Payment Method: Check Init: DR Notation: CK# 120979 STEVE ALLEN ----------------------------------------------------------------------------- Permit No: F11-0013 Type: SPRINKLER PERMIT Parcel No: 2101-071-1303-0 Site Address: 115 FOREST RD VAIL Location: Total Fees: $1,203.29 This Payment: $1,203.29 Total ALL Pmts: $1,203.29 Balance: $0.00 ********************************************�***************************************r******* ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 SPRINKLER PERMIT FEES 771.29 PF 00100003112300 PLAN CHECK FEES 432.00 TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 Job Address: Location.....: Parcel No...: Project No : VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT 115 FOREST RD VAIL 210107113030 OWNER 115 COMPANY 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 APPLICANT 115 COMPANY 4960 S LAFAYETTE LN ENGLEWOOD CO 80113 CONTRACTOR WESTERN STATES FIRE PROTECTI 7026 S TUCSON WAY ENGLEWOOD CO 80112 License: 338-5 04/05/2011 04/05/2011 Permit # Status . . . : Applied . . : Issued . . . Expires . .: F11-0013 APPROVED 04/OS/2011 04/05/2011 Phone: 303-792-0022 Desciption: INSTALL FIRE SPRINKLER SYSTEM PER NFPA 13 AND VAIL FIRE REQUIREMENTS. V aluation: $18,148.00 ****s***s**s►s**a**s**s*****as*�************�***************s*t*�**a FEE SUMMARY s�*+******ss**sw***a*sss**a*�*►******�s*f**r********ssss:sss Mechanical---> $0. 00 Restuarant Plan Review--> $0. 00 Total Calculated Fees---> $1,203.29 Plan Check---> $432. 00 DRB Fee---------------------> $0. 00 Additional Fees-----------> $0. 00 Investigation-> $ 0. 0 0 TOTAL FEES--------------> $1, 2 0 3. 2 9 Total Permit Fee----------> $1, 2 0 3. 2 9 W ill Call-----> $ 0. 0 0 Payments-------------------> $1, 2 0 3. 2 9 BALANCE DUE---------> $0. 00 ■###*►t###*########4########t#t###�FR/t##*#t#########t########t#######*##*##############################t##t##*####################f#�f#####/t#t#• Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 04/07/2011 mvaughan Action: DN Plans do not indicate dimension/pipe sizes Safety margin too tight on living calculation. Riser/trim package needs relocate. contractor advised. 06/17/2011 mvaughan Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 53 (FIRE 2007) Monitored fire sprinkler system required and shall comply with NFPA 13 (2007) and VFES Standards. ........:.*............::.:...:.+...........*.**.:...* ......................�.....+.*............�..:�.........:.+....+:.�+...+....+.:........... DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. ., _ n, . II SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER �;�� Hydraulic Summary Job Number. CH0096 'y►J's! - - Report Description: GARAGE Job �oba�m�, � oa:�a�e�9��0a, CH0096 I STEVE ALLEN Jae Name�. Shte CerofiuooNLiunae Number 115 FOREST ROAD 032 AOtr�u 1 AHJ 115 FOREST ROAD VAIL FIRE Mtlreu 2 Job SiG 115 FOREST ROAD c�ry sa�a �, z�P coae i o�aw�e Name VAIL CO I 8657 115 Forest Road 14 X 14.cad S stem Remote Area s Most Demanainp Spr�nkler Dad Occupancy � Job Sulfix 4.3 K-Factor 19.60 at 20.777 � Manually Calculated no.. alow.nu At Sourc. osnury Ar.. arlwnliu4on 0.00 NA NA naeeo�.i No.. s�pp»: Number OI SpnnYJSrs CalwbbE co�.�o. a.r s��w.r Node Flow(a�ml 0 NA ANOPnk R�wlb: Pn��un For R�mob Ar�a��) Adj�unt To Mo�l R�mob Ar�� TomlNOw Str�cmf �.0� Sy�bm Fbw Demntl Tobl W�br R�Quind Qndutlirp Ho�s Nlow�na) 78.95 78.95 Maximum Pncwn UnbWna In Loopa 0.�0� Manmum Valodq Abo�e Gound 16.52 beriveen nodes 4 and 5 Manmum Ve�odry UMSr Grountl 8.78 belween nodes 1 and 2 Volum� upaciry of Wat Pipes Volume capaury o/ Dry Pipes 65.13ga1 Supplies I Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m si si m si m si si 1 120.000 90.000 1200.00 119.805 78.95 93.848 25.957 �JVevtan�� "�;'t�t�;s I-ire F'rotecti�,�n Co. Graig Wisernan l�J I�:� �T LVL, ( 11 M 1 t 751 �7 April 4, 2011 i�F�f�1�JK�. Y EM ��1YOUT Siqnahu ,,,���_,, Contractor Conbactor Numbsr Conhct Name Conhct Titla 09-0326 Steve Allen PM Namc ot ContracWr Phona ENension Western States Fire Protection (720)219-0574 AEdau 1 FA% 274 Center Drive (970)945-9504 AEh�as 1 E-mail Steve.Allen@wsfp.us cM sm� z�vcoas wse-sir Glenwood Springs CO 81601 [M� OO M.E.P.CAD, Inc. q'�AutoSPRINK� VR7 v7.0.60 04/04/2011 93328AM Page 1 �r�� Summary Of Outflowing Devices Job Number: CH0096 M Report Description: GARAGE � � M.E.P.CAD, Inc. ��J AutoSPRINK� VR7 v7.0.60 04/04/2011 9:33:38AM Page 1 ��y�� Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Pipe Type Legend AO BL 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 Flow Velocity HWC Discharge K-Factor Pt Pn Diameter Elevation Fiow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Units Legend Job Number: CH0096 Report Description: GARAGE Friction Loss Length Pressure Fittings Eq. Length Summary I Total Lenath I 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 belween indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Ee1 Ee2 f fd FDC � fE E flg FN ff 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV Z Fittings Legend 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 11Y.° Elbow 22Y:° 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 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 Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap � � M.E.P.CAD, Inc. �y AutoSPRINK� VR7 v7.0.60 04/04/2011 9:45:02AM Page 3 �i�� Hydraulic Analysis Job Number: CH0096 � � Report Description: GARAGE Pi e Type Diameter Flow Velocity HWC Friction Loss Length Pressure - --- _ - ---- --- - - -- ___ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th �•••••Routel••••• DR 1.0550 Q=19.60 7.19 C=150 0.080687 12'- Pf 1.533 102 40'-5 q=19.60 K=4.3 20.777 Spr(-20.777) 7'- Pe -0.217 13 40'-11 22.093 E(2'-6), T 4'-6 19'- Pv CM 1.0250 Q=19.02 7.40 C=150 0.087840 0'- Pf 0.044 13 40'-11 22.093 Pe 12 40'-11 22.137 0' Pv CM 1.0250 Q=38.89 15.12 C=150 0.329930 9'-OY Pf 3.634 12 40'-11 22.137 2'- Pe 0.000 11 40'-11 25.771 T(2'-0) 11'-0'/ Pv FR 1.0550 Q=38.89 14.27 C=150 0.286687 10'- Pf 4.276 11 40'-11 25.771 4'- Pe 4.516 10 30'-6 34.564 T(4'-6) 14'-11 Pv CM 1.0550 Q=38.89 14.27 C=150 0.286687 34'-1'/ Pf 9.787 10 30'-6 34.564 Pe 9 30'-6 44.351 34'-t'/ Pv CM 1.0550 Q=42.70 15.67 C=150 0.340667 14'-5'/ Pf 7.315 9 30'-6 44.351 7'- Pe 8 30'-6 51.665 T(4'-6), E(2'-6) 21'-5'/ Pv FR 1.0550 Q=42.70 15.67 C=150 0.340667 10'- Pf 5.082 8 30'-6 51.665 4'- Pe 4.516 7 20'-1 61.263 T(4'-6) 14'-11 Pv CM 1.0550 Q=42.70 15.67 C=150 0.340667 6'- Pf 3.634 7 20'-1 61.263 4' Pe 6 20'-1 64.897 C 4'-6) 10'- Pv FR 1.0550 Q=45.02 16.52 C=150 0.375746 10'-1 Pf 5.480 6 20'-1 64.897 4'- Pe 4.371 5 10'-0 74.748 T(4'-6) 14'- Pv CM 1.2910 Q=45.02 11.03 C=150 0.140580 16'-1'/ Pf 3.465 5 10'-0 74.748 8'- Pe 0.000 4 10'-0 78.213 E(3'-0), T 5'-6 24'-7'/ Pv FR 1.5270 Q=78.95 13.83 C=150 0.175463 10'-11'/ Pf 18.918 4 10'-0 78.213 8'- Pe 3.468 3 2'-0 100.599 sCV, 2E(4'-0), BFP(-13.500), 19'-5'/ Pv Tr(0'-6), PRV(-2.000) FR 2.0090 Q=78.95 7.99 C=150 0.046129 9'-9Y Pf 1.212 3 2'-0 100.599 16'- Pe 0.434 2 1'-0 102.245 3E(5'-6) 26'-3Y Pv UG 1.9170 Q=78.95 8.78 C=150 0.057958 77'- Pf 5.042 2 1'-0 102.245 10'- Pe -13.439 1 32'-0 93.848 2E(5'-0), S 87'- Pv �••••• Route 2 ••••• DR 1.0550 Q=19.62 7.20 C=150 0.080862 12'- Pf 1.537 101 40'-5 q=19.62 K=4.3 20.825 Spr(-20.825) 7'- Pe -0.217 17 40'-11 22.145 E(2'-6), T(4'-6) 19'- Pv CM 1.0250 Q=40.06 15.57 C=150 0.348423 30'-8Y Pf 12.084 17 40'-11 22.145 4'- Pe 16 40'-11 34.229 2T(2'-0) 34'-8Y Pv FR 1.0550 Q=40.06 14.70 C=150 0.302756 10'- Pf 3.154 16 40'-11 34.229 Pe 4.516 15 30'-6 41.898 10'- Pv CM 1.0550 Q=40.06 14.70 C=150 0.302756 3'-3Y Pf 2.360 15 30'-6 41.898 4' Pe 14 30'-6 44.259 T(4'-6) 7'-9Y Pv CM 1.0550 Q=3.80 1.40 C=150 0.003882 16'-9Y Pf 0.092 14 30'-6 44.259 7'- Pe 0.000 9 30'-6 44.351 E(2'-6), T(4'-6) 23'-9Y Pv �•••••Route3••••• DR 1.0550 Q=19.85 7.29 C=150 0.082637 2'- Pf 0.992 103 40'-5 q=19.85 K=4.3 21.320 Spr(-21.320) 9'- Pe -0.217 18 40'-11 22.095 2E(2'-6), T 4'-6 12'- Pv CM 1.0250 Q=20.43 7.95 C=150 0.100303 0'- Pf 0.050 18 40'-11 22.095 Pe 0.000 17 40'-11 22.145 0' Pv Q•••••Route4••••• DR 1.0550 Q=19.87 7.29 C=150 0.082782 2'- Pf 0.993 104 40'-5 q=19.87 K=4.3 21.361 Spr(-21.361) 9'- Pe -0.217 12 40'-11 22.137 2E(2'-6), T(4'-6) 12'- Pv �•••••RouteS••••• FR 1.0550 Q=33.93 12.45 C=150 0.222733 10'-1 Pf 3.248 20 20'-1 66.369 4'- Pe 4.371 19 10'-0 73.989 C(4'-6) 14'- Pv [M, 0 M.E.P.CAD, Inc. +��AutoSPRINK� VR7 v7.0.60 04/04/2011 9:45:02AM Page 1 9��� Hydraulic Analysis Job Number. CH0096 Report Description: GARAGE (At, � M.E.P.CAD, Inc. a��AutoSPRINK� VR7 v7.0.60 04/04/2011 9:45:02AM Page 2 �r-- i��� Hydraulic Graph Supply at Node 1 135 12a 105 90 N a � 75 N N W a` 60 45 30 15 tatic Pressure 120.000 78.95 � 93.848 1200.00 � 90.000 S tem demand curve Job Number: CH0096 �escription: GARAGE � �rmm �n rrm r��r�r� �'���ti �r�r� a������ ������� g so 300 � soo Supply at Node 1 smnc�. a�e:w�. 120.000 Ratitlual�. Pnswro �2�0.�� @ 90.0�� Awil�bl� Presw�s Q ima oi Tset 119.805 @ 78.95 Syabm Oam�nG 78.95 @ 93.848 sy.rom �.m.�e O�a�a��y No,. nnow�c.� 78.95 @ 93.848 �so 900 i oso � 200 Water flow, gpm 1350 �M,OO M.E.P.CAD, Inc. �,��,AutoSPRINK�VR7 v7.0.60 04/04/2011 9:33:35AM �soo Page 1 ���� Hydraulic Summary Job Number. CH0096 "" Report Description: LIVING ROOM Job �acN�m�e, . oes�e�e�9��ee� CH0096 STEVE ALLEN Job Nama�. Stin caroecaooN���n� N�mn,r 115 FOREST ROAD 032 Adtlrau t AHJ 115 FOREST ROAD VAIL FIRE nao-.ss z Job SRs 115 FOREST ROAD �'�Y Sta�e � Z�ip Cotle Onvnng Name VAIL CO � 8657 �� 115 Forest Road 14 X 14.cad S stem Remote Area s Mos� DemanEinp Sprinkler Data I Occupancy � Job Su/fix 4.3 K-Factor 25.60 at 35.444 Manually Calculated Hoaa Allowcnu At Sourp Dsnsity Ar�a o� Appliceoon 0.00 NA NA AtldUOnal Haw Suppiaa Numb�r Of Sqintlsrt Calculabd Cov�nps Psr Spnnl�r Node Flow(gom) 0 NA ANOVeak Rewlls: Pnasuro For RsmoG An�(a) AEpant To Most R�mob Ana Tohl Hoas Strsams 0.00 Syabm Flow Dsm�nO Tolal W�br Raquintl (InduEinp Moss Allovnna) 105.18 105.18 Manmum Prouun UriMluws In Looq 0.�0� Mesimum Velouh ��+ �ouM 23.97 between nodes 21 and 22 r.m:�,m v.iou+y u�a� c,o��d 11.69 between nodes 1 and 2 Voluma wpacity ol Wet Pipas voi�me �.o•db of Dry a�ipes 65.13ga1 Supplies Hose Flow Static Residual � Flow Available @ Total Demand Required Safety Margin Node m si si) m si m i si si 1 120.000 90.000 1200.00 119.668 105.18 108.896 10.772 Wesiem ;�IKa1es Fire F'rotectir�r� Co. Craig WisQman NICF"f LVt.. IIl I111791 J April 4, 2011 �ar�F,ii,�o<�r�-s,v EM �,�v�:�u� Sign �1 ur ,�L��-`_. Contractor ContractorNumber I ConbctName ConGCiTitle 09-0328 � Steve Allen PM Nartro ot Conbactor P�on� EHenaion Western States Fire Protection (720)219-0574 nea... i Fnn 274 Center Drive (970)945-9504 nem... z e-m.�i Steve.Allen@wsfp.us ��b smn z�pcoes wse-s�m Glenwood Springs CO 81601 L, OO M.E.P.CAD, Inc. ���� AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:03AM Page 1 �� ' � Summary Of Outflowing Devices Job Number: CH0096 ��1 Report Description: LIVING ROOM [M, OO M.E.P.CAD, Inc. ��y AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:13AM Page 1 a��� Hydraulic Analysis � Pipe Type __ Diameter Flow Veloci _ Downstream Elevation Discharge K-Factor AO BL CM DN DR DY FM FR MS OR RN SP ST UG Pipe Type Legend Arm-Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underaround Diameter Elevation Flow Discharge Velociry Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Units Legend Friction Loss i Fittings 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 belween indicated points Velocity pressure at a point in a pipe Job Number: CH0096 Report Description: LIVING ROOM Length Pressure Eq. Length Summary Total Len th � Fittings Legend ALV AngV b Balv BFP BV C cplg Cr CV DeIV DPV E EE Ee1 Ee2 f fd FDC � fEE flg FN ff 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WN1V 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 Y.° Elbow 22'/�° 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 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 Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve [M, OO M.E.P.CAD, Inc. d,� AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:08AM Page 3 ',���� Hydraulic Analysis Job Number. CH0096 � Reoort Descriotion: LIVING ROOM Pi e T pe Diameter Flow Velocity_ HWC Friction Loss Length Pressure - - -- - - - - Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th �•••••Route1••••• DR 1.0550 Q=25.60 9.40 C=150 0.132243 12'- Pf 1.984 201 30'-0 q=25.60 K=4.3 35.444 Spr(-35.444) 2'- Pe -0.217 26 30'-6 37.211 E(2'-6 15'- Pv BL 1.0550 Q=51.67 18.96 C=150 0.484783 1'-6Y Pf 2.929 26 30'-6 37.211 4' Pe 25 30'-6 40.140 T 4'-6) 6'-OY Pv CM 1.0550 Q=11.80 4.33 C=150 0.031553 14'- Pf 0.584 25 30'-6 40.140 4' Pe 24 30'-6 40.724 T(4'-6) 18' pv CM 1.0550 Q=65.31 23.97 C=150 0.747907 3'-6Y Pf 2.651 24 30'-6 40.724 pe 23 30'-6 43.375 3'-6Y Pv FR 1.0550 Q=65.31 23.97 C=150 0.747907 10'- Pf 11.156 23 30'-6 43.375 4'- Pe 4.516 22 20'-1 59.047 T(4'-6) 14'-11 Pv CM 1.0550 Q=65.31 23.97 C=150 0.747907 2'-9Y Pf 5.437 22 20'-1 59.047 4'- Pe 21 20'-1 64.485 T(4'-6) 7'-3Y Pv CM 1.0550 Q=48.67 17.86 C=150 0.434017 2'- Pf 3.074 21 20'-1 64.485 4'- Pe 20 20'-1 67.559 T(4'-6) 7'-1 Pv FR 1.0550 Q=48.67 17.86 C=150 0.434017 10'-1 Pf 6.329 20 20'-1 67.559 4'- Pe 4.371 19 10'-0 78.260 C 4'-6) 14'- Pv CM 1.2910 Q=48.67 11.93 C=150 0.162381 36'-8'/ Pf 8.231 19 10'-0 78.260 14'- Pe 0.000 4 10'-0 86.490 2T(5'-6), E(3'-0) 50'-8Y Pv FR 1.5270 Q=105.18 18.43 C=150 0.298280 10'-11'/ Pf 21.311 4 10'-0 86.490 8'- Pe 3.468 3 2'-0 111.269 sCV, 2E(4'-0), BFP(-13.500), 19'-5'/ Pv Tr(0'-6), PRV(-2.000) FR 2.0090 Q=105.18 10.65 C=150 0.078417 9'-9Y Pf 2.061 3 2'-0 111.269 16'- Pe 0.434 2 1'-0 113.764 3E(5'-6) 26'3Y Pv UG 1.9170 Q=105.18 11.69 C=150 0.098526 77'- Pf 8.572 2 1'-0 113.764 10'- Pe -13.439 1 32'-0 108.896 2E 5'-O), S 87'- Pv �••••• Route 2 ••••• DR 1.0550 Q=26.07 9.57 C=150 0.136724 0'- Pf 0.684 202 30'-0 q=26.07 K=4.3 36.744 Spr(-36.744) 4'- Pe -0.217 26 30'-6 37.211 T(4'-6) 5'- Pv �•••••Route3••••• DR 1.0550 Q=26.52 9.73 C=150 0.141130 12'- Pf 2.117 203 30'-0 q=26.52 K=4.3 38.026 Spr(-38.026) 2'- Pe -0.217 27 30'-6 39.926 E(2'-6) 15'- Pv BL 1.0550 Q=53.51 19.64 C=150 0.517316 1'-6Y Pf 0.798 27 30'-6 39.926 pe 24 30'-6 40.724 1'-6Y Pv o•••••Route4••••• DR 1.0550 Q=27.00 9.91 C=150 0.145887 0'- Pf 0.729 204 30'-0 q=27.00 K=4.3 39.413 Spr(-39.413) 4'- Pe -0.217 27 30'-6 39.926 T(4'-6) 5'- Pv �•••••RouteS••••• FR 1.0550 Q=56.51 20.74 C=150 0.572220 10'-1 Pf 8.345 6 20'-1 68.497 4'- Pe 4.371 5 10'-0 81.213 T(4'-6) 14'- Pv CM 1.2910 Q=56.51 13.85 C=150 0.214088 16'-1'/ Pf 5.277 5 10'-0 81.213 8'- Pe 0.000 4 10'-0 86.490 E(3'-0), T(5'-6 24'-7'/ Pv �••••• Route 6 ••••• FR 1.0550 Q=39.87 14.63 C=150 0.300089 10'- Pf 4.476 8 30'-6 56.304 4'- Pe 4.516 7 20'-1 65.296 T 4'-6 14'-11 Pv CM 1.0550 Q=39.87 14.63 C=150 0.300089 6'- Pf 3.201 7 20'-1 65.296 4' Pe 6 20'-1 68.497 C(4'-6) 10'- Pv �••••• Route 7 ••••• CM 1.0550 Q=28.78 10.56 C=150 0.164214 16'-9Y Pf 3.902 14 30'-6 45.959 7'- Pe 0.000 9 30'-6 49.861 E(2'-6), T(4'-6) 23'-9Y Pv (M, U M.E.P.CAD, Inc. a��AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:08AM Page 1 ���� Hydraulic Analysis Job Number. CH0096 Rannrt flocrrinrinn• I I\/IN(, Rnnnn _,__._ _ ____�_._... _._..._ "__"' Pi e T e Diameter Flow _ Veloci HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Len th CM 1.0550 Q=39.87 14.63 C=150 0.300089 14'-5'/ Pf 6.443 9 30'-6 49.861 7'- Pe 8 30'-6 56.304 T(4'-6), E 2'-6 21'-5'/ Pv � • • • • • Route 8 • • • • • CM 1.0550 Q=11.09 4.07 C=150 0.028124 3'-3Y Pf 0.219 14 30'-6 45.959 T(4'-6) 4'- Pe 15 30'-6 46.178 7�_gy p� FR 1.0550 Q=11.09 4.07 C=150 0.028124 10'- Pf 0.420 15 30'-6 46.178 4'- Pe -4.516 16 40'-11 42.082 T(4'-6) 14'-11 Pv CM 1.0250 Q=11.09 4.31 C=150 0.032366 30'-8Y Pf 1.058 16 40'-11 42.082 z�_ pe 17 40'-11 43.139 T(2'-0 32'-8'/ Pv CM 1.0250 Q=11.09 4.31 C=150 0.032366 0'- Pf 0.016 17 40'-11 43.139 Pe -0.000 18 40'-11 43.155 p' p� CM 1.0250 Q=11.09 4.31 C=150 0.032366 13'- Pf 0.437 18 40'-11 43.155 Pe 0.000 13 40'-11 43.592 � 3'- p� CM 1.0250 Q=11.09 4.31 C=150 0.032366 0'- Pf 0.016 13 40'-11 43.592 pe 12 40'-11 43.609 0'- Pv CM 1.0250 Q=11.09 4.31 C=150 0.032366 9'-OY Pf 0.357 12 40'-11 43.609 2'- Pe 0.000 11 40'-11 43.965 T(2'-0) 11'-OY Pv FR 1.0550 Q=11.09 4.07 C=150 0.028124 10'- Pf 0.420 11 40'-11 43.965 4'- Pe 4.516 10 30'-6 48.901 T(4'-6) 14'-11 Pv CM 1.0550 Q=11.09 4.07 C=150 0.028124 34'-1'/ Pf 0.960 10 30'-6 48.901 pe 9 30'-6 49.861 34'-1'/ Pv �•••••Route9••••• CM 1.0550 Q=39.87 14.63 C=150 0.300089 14'-10'/ Pf 5.819 25 30'-6 40.140 4'- Pe -0.000 14 30'-6 45.959 T 4'-6 19'-4'/ Pv .�•••••Route10••••• CM 1.0550 Q=16.64 6.11 C=150 0.059628 55'-9Y Pf 4.012 21 20'-1 64.485 11' Pe 6 20'-1 68.497 2T(4'-6), E(2'-6) 67'-3Y Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter ° 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, Uc M.E.P.CAD, Inc. a�� AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:08AM Page 2 ly� t�� Hydraulic Graph y Supply at Node 1 ,so 135 � 20 tatic Pressure 120.000 105.18 � 108.896 105 90 1200.00 � 90.000 N a � 75 N W a` 60 ystem demand curve 45 30 15 d � 3W � tiUU �� Supply at Node 1 ShEC: Pressun 120.��� R..�a�.r. r�o.��. 1200.00 @ 90.000 Av�llabb Gr�swn Q Tim� of T�at 119.668 @ 105.18 SysGm Demcnd 105.18 @ 108.896 Sysbm Dsmantl (indudiny Now Allovnna� 105.18 @ 108.896 � 1050 1200 Water flow, gpm 1350 Job Number: CH0096 �iption: LIVING ROOM 1500 �A+� �O M.E.P.CAD, Inc. �,fy AutoSPRINK� VR7 v7.0.60 04/04/2011 10:34:10AM Page 1