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Y .. . _. . .. . . . _ . . , . _. . _ . ,. , . . . . . . . __. _. . _ . . . � . . r . � . . � � . . . � . � � . -- - - _ _ _ __, , _ _ _ _ . . _ . __ . _� . . _ _ . r. — __ _ _. �_ , . � . _ �_ , __ _ _ . ._ . __ _ __ _ _ �_ _ N � - • • � r Ms � � o • - � � i� ��' s f� P } �; , � < `� . � � � y ' W�. 11 �� !!�!!�!� ".� , . �� . ;'�i . , �i: :} . . :: ,,. ,�. . l. , i i. , �„ .`; � ; � 1 � '�i 1 � '� i' i ` y ♦�.. � � • i ' � � � • � 1 If I � `�a f/ � �'. i r i , e 10775 EAST 51ST AVENUE DENVER, CO � 0239 303 - 576 - � 157 F �X 303 - 576 - � 159 cfpc@cfpc . us LIONSHEAD RESTROOIVI � UIL, DINCi �II�IL RESORTS �L 11Ly � oLolil 1Lo I�ydraulic Calculations � Product Subrriittal Project # 264009 � �'� ���� � ��� �;� � �=� ��; ;�-�� ;:�; �,� �`.��.�� � �° ���� � ���� ��p 3 �� �,`�� � - �� � � �� . , � �. ,�� __._____ __�__.v _ _ � �_�_ � . a___ _ F; �> � � � �� �� _�_w_�_ � � _ �__�_ _ ___ . - F9YD IJI� iC �ALCULAl° 60NS for Job Information Project Name Lionshead Restroom Building Contract No . 264009 City Vail , Colorado Project Location : Vail Resorts Date 8/4/2009 Contractor Inforrnation Name of Contractor Central Fire Protection Address : 10775 E . 51 st Avenue City: Denver, Colorado 80239 Phone Number 303-576-8157 E-mail : cfpc@cfpc. us Name of Designer Ryan Dantino Authority I-laving Jurisdiction : Vail Fire Department De� ign Remote Area Name 1 Remote Area Location Attic Occupancy Classification Light Density (gpm/sq .ft) 0 . 125 Area of Appiication (sq . ft) 1965 Coverage per Sprinkler (sq .ft) 120 Number of Calculated Sprinklers 25 In-Rack Demand (gpm ) 0 Special Heads Hose Streams (gpm ) 100 Total Water Required (inci . Hose Streams) (gpm ) 632 . 4 Pressure at Source (psi) 72 . 7 Type of System Wet Volume (gal) 112 . 6 lNag� r � upply Information Date 06/13/2008 Location Lionshead Ski School Source W NO��S File C \dwg\264009 - Lionshead Restroom Building\Submittal dwg Date 8/17/2009 Copynght � 2002-2008 Tyco Fire and Budding Products Page 1 Job : �ionshead Restroom Building F9ydraulic Analysis for De� ign Area : 1 Calculation lnfo Calculation Mode : Demand Hydraulic Model Darcy - Weisbach Fluid Name : Water @ 60F ( 15 . 6C ) Wat� r Supply Parameters Supply 1 : W � low (gpm) Pressure (psi) 0 145 9II2 42 � OS�� Inside Hose Flow (gpm ) Outside Hose Flow (gpm ) Additional Outside Hose Flow (gpm ) 100 Other (custom defined) Hose Flow (gpm ) � mmvmem000mmaaaeoem � mm � � wewm � m � � � mwmw � we � owwwo � oapm � mw � � � � q � m � m4mmamamm0000mmmammomomo Total Hose Flow (gpm ) 100 � prinkler� Ovehead Sprinkler Flow (gpm ) 532 .4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm ) 0 pmmmeeameoeomo . mom � mommmmwmoWm � mmw „ mmmmmmmWmmmewmWme .. mWmwowommmmmmmmmmommmm � mmmmmoome � Total Sprinkler Flow (gpm ) 532 . 4 �thGt' Required Margin of Safety (%) 10 Base of Riser (W) - Pressure (psi) 72 . 7 Base of Riser (V� - Flow (gpm ) 532 .4 Demand w/o System Pump (s) N/A File C .;dwg\264009 - �ionshead Restroom Building\Submittal dwg D2te 8/17/2009 Copyright OO 2002-2008 Tyco F're and 3uilding ?roducts Page 2 Job Lionshead Resiroom Building liydraulic �, raalysis for Desagn Are� : � Suppiy « �==� Supp{Y ; Safety Pressure ��� System Der�nd Add. t3ut. Hose 200 180 _ . _ _ __ __ _ _ _ 16 . _ _ _ _ _ _ _ _ _ . . _ S1 � 140 ��'°=°�� �` � ��°�. �. ..�..,�, � `� 120 ```�w� , a�` _ _ � "�"'° � � . A ��w�, � �� � � 100 ��..„, _ . _ � `.` �,.� � � ���, � 80 _ _ _ _ _ D2 D3 __. ��„�� . _ _ �,. ,. � �� r .`� . so �'` _ _ � _ ,. _ �.� . . _ _ � � �' �`�-w� s2 i � �,� �� ��� $� s " ,_,�. J � � � �,.� ��,� J� � "`..-� 97. 94 2 p� � � � � �w� .�. r � - a�� � 0 300 400 500 600 700 800 900 1000 1100 ' � ���, � �� File : C :\dwg\264009 - Lionshead Restroom Building\Submittal .dwg Date 8/17l2009 Copyright �O 2002-2008 Tyco Fire and Building Products PBge 3 Job �ionshead Restroom Building hlydraulic ,4nalysis for �e� ign Area : 1 Graph Labels Values Label Description Flow ( gpm) Pressure ( psi ) S1 Supply point # 1 - Static 0 145 S2 Supply point #2 - Residual 982 42 D1 Elevation Pressure 0 9 . 1 D2 System Demand 532 . 4 72 . 7 D3 System Demand + Add . Out. Hose 632 .G 72 . 7 Curve In �ersection � � Safety tViargiras Cueve Name Intersection Safety N1aryin Pressure (psi) Flow (gpm) Pressure ( psi) @ Flow (gpm) Supply 9II .4 639 . 7 26 . 7 632 .4 Supply; Safety Pressure 91 7 613 . 4 16 . II 632 .4 File C \dwg\264009 - Lionshead Restroom Building\Submittal dwg Dat@ 8/17/2009 Copyright � 2002-200t3 Tyco �ire and 3wlding ?roducts Page 4 Job Lionshead Restroom Building Hydraulic Calculations / i= luid Delivery Time Analysis Node Data Node # Type K- Fact . Discharge Coverage Tot . Pres . Req . Pres . Elev Hgroup Open/Closed Overdischarge Density Elev . Pres . Req . Flow gpm/ psi �/z gpm sq . ft psi psi ft gpm gpm/sq . ft psi gpm 1 Head 5 . 6 15 120 7 . 2 7 . 2 15 I-IEAD Open 3 O . 1Z5 - 9 . 1 12 Z Head 5 . 6 15 . 4 120 7 . 6 7 . 2 15 HEAD Open 3 . 4 0 . 128 - 9 . 1 12 14 Head 5 . 6 16 . 3 120 8 . 5 7 . 2 15 HEAD Open 4 . 3 0 . 136 - 9 . 1 12 13 Head 5 . 6 16 . 4 120 8 . 6 7 . Z 14 . 54 HEAD Open 4 . 4 0 . 137 - 8 . 9 12 3 Head 5 . 6 17 . 6 120 9 . 9 7 . 2 15 HEAD Open 5 . 6 0 . 147 -9 . 1 12 8 Head 5 . 6 18 . 9 120 11 . 4 7 . Z 15 HEAD Open 6 . 9 0 . 157 - 9 . 1 1Z 15 Head 5 . 6 1H . 9 120 11 . 4 7 . Z 14 . 54 HEAD Open 6 . 9 0 . 158 - H . 9 12 7 Head 5 . 6 19 120 11 . 6 7 . Z 13 . 83 HEAD Open 7 0 . 159 - 8 . 6 12 20 Head 5 . 6 19 . 9 120 12 . 7 7 . 2 15 HEAD Open 7 . 9 0 . 166 -9 . 1 12 16 Head 5 . 6 20 . 7 120 13 . 7 7 . 2 14 . 54 HEAD Open 8 , 7 0 . 173 - H . 9 12 Z1 Head 5 . 6 20 . 9 120 13 . 9 7 . 2 15 HEAD Open 8 . 9 0 . 174 - 9 . 1 12 4 Head 5 . 6 21 120 14 7 . 2 11 . 5 HEAD Open 9 0 . 175 - 7 . 6 12 6 Head 5 . 6 21 120 14 . 1 7 . 2 11 . 5 HEAD Open 9 0 . 175 - 7 . 6 12 5 Head 5 . 6 22 . 1 120 15 . 5 7 . 2 11 . 5 HEAD Open 10 . 1 0 . 1H4 - 7 . 6 12 12 Head 5 . 6 22 . 2 1Z0 15 . 7 7 . 2 14 . 54 HEAD Open 10 . 2 0 . 185 - 8 . 9 12 9 Head 5 . 6 22 . 5 120 16 . 2 7 . 2 13 . 83 HEAD Open 10 . 5 0 . 188 - 8 . 6 12 11 Head 5 . 6 23 . 3 120 17 . 3 7 . 2 14 . 54 HEAD Open 11 . 3 0 . 194 - 8 . 9 12 19 Head 5 . 6 23 . 6 120 17 . 7 7 . 2 14 . 46 HEAD Open 11 . 6 0 . 196 - 8 . 9 12 18 Nead 5 . 6 23 . 9 120 1H . 2 7 . 2 14 . 46 HEAD Open 11 . 9 0 . 199 - 8 . 9 12 17 Head 5 . 6 24 . 1 120 1H . 5 7 . 2 14 . 54 HEAD Open 12 . 1 0 . 2 - 8 . 9 12 10 Head 5 . 6 24 . 1 1Z0 18 . 6 7 . 2 14 . 54 HEAD Open 12 . 1 0 . 201 - 8 . 9 iZ 25 Head 5 . 6 25 . H 120 21 . 3 7 . 2 11 . 5 HEAD Open 13 . H 0 . 215 - 7 . 6 12 2Z Head 5 . 6 26 . 1 120 Z1J 7 . 2 11 . 5 HEAD Open 14 . 1 0 . 21H - 7 . 6 12 23 Head 5 . 6 26 . 6 120 22 . 6 7 . 2 15 HEAD Open 14 . 6 0 . 222 - 9 . 1 12 24 Head 5 . 6 27 . 1 120 Z3 . 4 7 . 2 11 . 5 HEAD Open 15 . 1 0 . 226 - 7 . 6 12 File : C\dwg\264009 - Lionshead Restroom Building\Submittal dwg Date 8/17i2009 Copyright OO 2002-2008 Tyco Fire and 3udding Products Page 5 Job Lionshead Restroom Building Hydraulic Calculations / Fiuid Delivery Time Analysis Node G� ata Node # Type K - Fact. Discharge Coverage Tot . Pres . Req . Pres . Elev Hgroup Open/Ciosed Overdischarge Density Elev . Pres . Req . Fiow gpm/ psi �/z gpm sq . ft psi psi ft gpm gpm/sq . ft psi gpm 130 Node 9 . 4 14 . 54 NODE - 8 . 9 004 Node 9 . 7 11 . 5 NODE - 7 . 6 007 Node 12 . 2 11 . 5 NODE - 7 . 6 129 Node 12 . 2 14 . 54 NODE - 8 . 9 128 Node 12 . 4 14 . 54 NODE - 8 . 9 162 Node 13 13 . 83 NODE - 8 . 6 012 Node 16 . 4 11 . 5 NODE - 7 . 6 083 Node 16 . 5 11 . 5 NODE - 7 . 6 160 Node 17 . 2 13 . 83 NODE - 8 . 6 014 Node 17 . 7 11 . 5 NODE - 7 . 6 127 Node 18 . 1 14 . 54 NODE - 8 . 9 146 Node 18 . 5 15 . 79 NODE - 9 . 4 143 Node 19 15 . 79 NODE - 9 . 4 153 Node 19 . 7 14 . 54 NODE - 8 . 9 082 Node 20 . 8 11 . 5 NODE - 7 . 6 028 Node 25 . 4 9 . 67 NODE - 6 . 8 049 Node 25 . 4 9 . 67 NODE - 6 . 8 050 Node 25 . 4 9 . 67 NODE - 6 . 8 051 Node 25 , 7 9 . 67 NODE - 6 . 8 052 Node 25 . 8 9 . 67 NODE - 6 . H 060 Node Z6 . 8 9 . 67 NODE - 6 . 8 056 Node 27 . 5 9 . 67 NODE - 6 . H 055 Node 28 . 4 9 . 67 NODE - 6 . 8 054 Node 28 . 4 9 . 67 NODE - 6 . 8 053 Node Z8 . 8 9 . 67 NODE - 6 . II File : C \dwg\264009 - Lionshead Restroom Building\Submittal . dwg Date 8/17/2009 CopyrightOO 2002-2005 Tyco �ire and B�ulding ?roducts Page 6 Job Lionshead Restroom Building Hydraulic Calculations / � luid Delivery Time Analysis Node Data Node # Type K- Fact . Discharge Coverage Tot . Pres . Req . Pres . Elev Hgroup Open/Closed Overdischarge Density Elev . Pres . Req . Flow gpm/ psi '/z gpm sq . ft psi psi ft gpm gpm/sq . ft psi gpm 11Z Node 31 . 1 9 . 67 NODE - 6 . 8 114 -A Node 35 . 2 Z . 83 NODE - 3 . 8 114- B Node 35 . 8 2 . 83 NODE - 3 . 8 115 -A Node 35 . 9 2 . 83 NODE - 3 . 8 115 - B Node 37 . 7 2 . H3 NODE - 3 . H 116 -A Node 37 . 8 2 . £33 NODE - 3 . 8 116 - B Node 5Z . 6 2 . H3 NODE - 3 . 8 119 -A Node 54 . 5 2 NODE - 3 . 5 ll9 - B Node 59 . Z Z NODE - 3 . 5 120 -A Node 59 . 3 2 NODE - 3 . 5 120 - B Node 62 . 7 2 NODE - 3 . 5 122 Node 68 . 1 -6 NODE 0 123 -A Node 70 . 8 - 6 NODE 0 123 - B Node 70 . 9 - 6 NODE 0 124 Node 72 . 6 - 6 NODE 0 W Supply - 532 . 4 72 . 7 - 6 SUPPLY 0 File C \dwg\264009 - Lionshead Restroom Building\SubmittaLdwg DBte 8/17/2009 Copyright 'J 2002-2008 Tyco F 're and 3uilding Products Page 7 Job Lionshead Restroom Building Hydraulic Caiculations / Fluid Delivery Time Analysis PIPE I �lFORM,4TI � N Node 1 Elev 1 K- Factor 1 Flow added (q ) Nominal ID Fittings L C Factor total ( Pt) Node 2 Elev 2 K- Factor 2 Total flow ( Q ) Actual ID quantity x ( name ) = length F Pf per ft elev ( Pe) NOTES T frict ( Pf) ( ft) (gpm/psi �/z) (gpm ) ( in ) (ft) (ft) ( psi ) ( psi ) Path �o : 1 1 15 5 . 6 15 1 lx ( us . 90 ) = Z . 3 13 . 67 120 7 . 2 004 11 . 5 15 1 . 08 2 . 3 0 . 0636 1 . 5 15 . 97 1 004 11 . 5 15 . 4 1 10 1Z0 9 . 7 007 11 . 5 30 . 4 1 . 08 0 O . Z499 0 10 2 . 5 007 11 . 5 17 . 6 1 . 25 12 120 1Z . Z 4 11 . 5 5 . 6 48 1 . 408 0 0 . 1539 0 12 1 . 8 4 11 , 5 5 . 6 21 1 . 25 lx ( us . Tee ) = 6 . 62 0 . H5 1Z0 14 012 11 . 5 69 1 . 40H 6 . 6Z 0 . 3129 0 7 . 47 Z . 3 012 11 . 5 0 1 . 5 lx ( us . Tee ) = 8 . 73 0 . 46 120 16 . 4 014 11 . 5 69 1 . 639 8 . 73 0 . 1422 0 9 . 1H 1 . 3 014 11 . 5 43 . 1 1 . 25 lx ( us . Tee ) = 6 . 62 1 . 83 120 17 . 7 02H 9 . 67 112 . 1 1 . 408 6 . 62 0 . 8128 0 . 8 8 . 45 6 . 9 028 9 . 67 0 3 5 . 58 120 25 . 4 049 9 . 67 11Z . 1 3 . 314 0 0 . 0098 0 5 . 58 0 . 1 049 9 . 67 60 . 5 3 1 . 75 120 25 . 4 050 9 . 67 172 . 5 3 . 314 0 0 . 0225 0 1 . 75 0 . 0 050 9 . 67 69 . 6 3 5 120 25 . 4 051 9 . 67 242 . 1 3 . 314 0 0 . 0434 0 5 0 . 2 051 9 . 67 47 . 4 3 3 1Z0 25 . 7 052 9 . 67 Z89 . 5 3 . 314 0 0 . 0615 0 3 0 . 2 052 9 . 67 96 . 5 3 lx ( us . Tee ) = 21 . 84 5 . 44 120 25 . 8 053 9 . 67 386 3 . 314 21 . 84 0 . 108 0 27 . � 8 2 . 9 053 9 . 67 146 . 4 3 lx ( us . 90 ) = 10 . 19 1 . 38 120 28 . 8 112 9 . 67 532 . 4 3 . 314 10 . 19 0 . 2033 0 11 . 57 2 .4 112 9 . 67 0 4 lx ( us . 90 ) = 13 . 94 7 . 01 120 31 . 1 114 -A Z . 83 532 . 4 4 . 31 13 . 94 0 , 0522 3 20 . 95 1 . 1 114 -A 2 . 83 0 4 0 . 34 0 35 . Z Flow Switch 114 - B 2 . 83 53Z . 4 0 0 1 . H495 0 0 . 34 0 . 6 114 - B 2 . H3 0 4 0 . 88 120 35 . H 115 - A 2 . H3 532 . 4 4 . 31 0 0 . 0522 0 0 . 88 0 . 0 115 -A 2 . 83 0 4 0 . 5 0 35 . 9 AV - 1 Check 115 - B 2 . 83 532 . 4 0 0 3 . 7394 0 0 . 5 1 . 9 File C \dwg\264009 - Lionshead Restroom Building\Submittal . dwg Date 8/17(2009 Copyright �O 2002-2008 Tyco � ire and Building Products PBgB 8 Job Lionshead Restroom Buiiding Hydraulic Calculations / Fluid Delivery Time Analysis PIPE INFORMATION Node 1 Elev 1 K- Factor i Fiow added (q ) Nominal ID Fittings L C Factor total ( Pt) Node 2 Elev Z K - Factor 2 Total flow ( Q ) Actual ID quantity x ( name ) = length F Pf per ft elev ( Pe ) NOTES T frict ( Pf) (ft) (gpm/psi '/z) ( gpm ) ( in ) (ft) ( ft) ( psi ) ( psi ) 115 - B 2 . H3 0 4 0 . 54 120 37 . 7 116 -A 2 . 83 532 . 4 4 . 31 0 0 . 05Z2 0 0 . 54 0 . 0 116 -A 2 . 83 0 4 0 . 39 0 37 . 8 C400Z RP 116 - B 2 . 83 53Z . 4 0 0 37 . 6557 0 0 . 39 14 . 8 116 - B 2 . 83 0 4 2x ( us . 90 ) = 27 . 87 1 . 77 120 52 . 6 119 -A 2 532 . 4 4 . 31 27 . 87 0 . 0522 0 . 4 Z9 . 65 1 . 5 119 -A 2 0 4 0 . 43 0 54 . 5 ZW 109FP 119 - 8 2 53Z . 4 0 0 10 . H662 0 Angle 0 . 43 4 . 7 119 - B 2 0 4 1 . 1Z 1Z0 59 . 2 120 -A 2 532 . 4 4 . 31 0 0 . 0522 0 1 . 1Z 0 . 1 120 -A 2 0 4 0 . 5 0 59 . 3 Vic 732 1Z0 - B 2 532 . 4 0 0 6 . 8488 0 Strainer 0 . 5 3 . 4 120 - B 2 0 4 2x ( us . 90 ) = Z7 . 87 H . 74 120 62 . 7 122 - 6 532 . 4 4 . 31 27 . 87 0 . 0522 3 . 5 36 . 61 1 . 9 122 - 6 0 4 59 . 42 140 68 . 1 123 -A - 6 532 . 4 4 . 3 0 0 . 0459 0 59 . 42 2 , 7 123 -A - 6 0 4 0 . 5 0 70 . H Gate A2360 1Z3 - B - 6 532 . 4 0 0 0 . 1019 0 0 . 5 0 . 1 123 - B - 6 0 4 lx ( us . Tee ) = 36 . 66 0 . 64 140 70 . 9 124 - 6 532 . 4 4 . 3 36 . 66 0 . 0459 0 37 . 3 1 . 7 124 - 6 0 6 12 . 32 140 72 . 6 W - 6 532 . 4 6 . 4 0 0 . 0062 0 1Z . 32 0 . 1 W 7 2. 7 Pdth � o : 2 2 15 5 . 6 15 . 4 1 lx ( us . Tee ) = 5 . 76 3 . 5 120 7 . 6 004 11 . 5 15 . 4 1 . 0H 5 . 76 0 . 067 1 . 5 9 . z6 0 . 6 004 3 . 7 File C \dwg\264009 - Lionshead Restroom Building\Submittal dwg Date 8/1 712 0 0 9 Copyright OO 2002-200£3 Tyco Fire and 3uilding Products Page 9 Job �ionshead Restroom Building Hydraulic Calculations / Fluid Delivery Time Analysis PIP � INFORM�4T'ION Node 1 Elev 1 K - Factor 1 Flow added (q ) Nominal ID Fittings L C Factor total ( Pt) Node 2 Elev 2 K- Factor 2 Total flow ( Q ) Actuai ID quantity x ( name ) = length F Pf per ft elev ( Pe) NOTES T frict ( Pf) ( ft) (gpm/ psi '/z) (gpm ) ( in ) (ft) (ft) ( psi ) (psi ) Path No : 3 14 15 5 . 6 16 . 3 1 lx ( us . Tee ) = 5 . 76 1 . 43 1Z0 8 . 5 130 14 . 54 16 . 3 1 . 08 1x ( us . 90 ) = 2 . 3 8 . 07 0 . 0748 0 . 2 9 . 49 0 . 7 130 14 . 54 16 . 4 1 lx ( us . Tee) = 5 . 76 4 . 07 120 9 . 4 129 14 . 54 32 . 7 1 . 08 5 . 76 0 . 2887 0 9 . 83 2 . 8 129 14 . 54 0 1 . Z5 1 . 86 1Z0 1Z . 2 128 14 . 54 32 . 7 1 . 408 0 0 . 0732 0 1 . 86 0 . 1 128 14 . 54 18 . 9 1 . 25 7 . 5 120 12 . 4 16 14 . 54 5 . 6 51 . 7 1 . 40f3 0 0 . 1777 0 7 . 5 1 . 3 16 14 . 54 5 . 6 20J 1 . 25 1x ( us . Tee) = 6 . 62 6 . 34 120 13J 127 14 . 54 72 . 4 1 . 408 6 . 62 0 . 343H 0 12 . 96 4 . 5 127 14 . 54 0 1 . 5 1 . 97 120 18 . 1 17 14 . 54 5 . 6 72 . 4 1 . 639 0 0 . 1562 0 1 . 97 0 . 3 17 14 . 54 5 . 6 24 . 1 1 . 5 lx ( us . Tee ) = 8 . 73 6 . 19 120 18 . 5 05z 9 . 67 96 . 5 1 . 639 lx ( us . 90 ) = 4 . 36 13 . 09 0 . 2739 2 . 1 19 . 28 5 . 3 052 25 .8 Path fVo : 4 13 14 . 54 5 . 6 16 . 4 1 10 . 42 120 8 . 6 130 14 . 54 16 . 4 1 . 08 0 0 . 0758 0 10 . 42 0 . 8 130 9 . 4 Path No : 5 3 15 5 . 6 17 . 6 1 lx ( us . Tee ) = 5 . 76 3 . 5 120 9 . 9 007 11 . 5 17 . 6 1 . 08 5 . 76 0 . 0867 1 . 5 9 . 26 0 . 8 00 � 12 . 2 Path � o : 6 8 15 5 . 6 1H . 9 1 lx ( us . Tee ) = 5 . 76 2 . 92 120 11 . 4 162 13 . H3 18 . 9 1 . 08 ix ( us . 90 ) = Z . 3 8 . 07 0 . 0994 0 . 5 10 . 98 1 . 1 16Z 13 . 83 19 1 11 120 13 160 13 . £33 37 . 9 1 . 0H 0 0 . 3854 0 11 4 . 2 160 13 . 83 22 . 5 1 . 25 lx ( us . Tee ) = 6 . 62 16 . 48 120 17 . 2 049 9 . 67 60 . 5 1 . 408 lx ( us . 90 ) = 3 . 31 9 . 92 0 . 2415 1 . 8 26 . 4 6 . 4 049 25 . 4 File : C \dwg\264009 - Lionshead Restroom Building\Submittal . dwg Date B/17/2009 Copyright �O 2002-200H Tyco = ire and Building °roducts Page 10 Job � ionshead Restroom Building Hydraulic Calculations / Fluid Delivery Time Analysis PIPE IfVFORPVIATi � N Node 1 Elev 1 K- Factor 1 Flow added (q ) Nominal ID Fittings L C Factor total ( Pt) Node 2 Elev 2 K- Factor 2 Total flow ( Q ) Actual ID quantity x ( name ) = length F Pf per ft elev ( Pe ) NOTES T frict ( Pf) (ft) (gpm/psi �/z) ( gpm ) ( in ) (ft) (ft) (psi ) ( psi ) F'ath � o : 7 15 14 . 54 5 . 6 18 . 9 1 lx ( us . Tee ) = 5 . 76 3 . 47 120 11 . 4 128 14 . 54 18 . 9 1 . 0H 5 . 76 0 . 099H 0 9 . 23 0 . 9 12� l � .�d Path � o : $ 7 13 . 83 5 . 6 19 1 lx ( us . 90 ) = 2 . 3 11 . 92 120 11 . 6 162 13 . H3 19 1 . 08 2 . 3 0 . 1007 0 14 . 22 1 . 4 lfi � A3 Path � o : 9 20 15 5 . 6 19 . 9 1 lx ( us . Tee ) = 5 . 76 15 . 5 1Z0 12J 083 11 . 5 19 . 9 1 . 0H 5 . 76 0 . 1101 1 . 5 21 . 26 Z . 3 083 11 . 5 20 . 9 1 ix ( us . Tee ) = 5 . 76 3 . 95 120 16 . 5 08z 11 . 5 40 . 8 1 . 08 5 . 76 0 . 4444 0 9 . 72 4 . 3 082 11 . 5 0 1 . 25 8 . 05 120 20 . 8 22 11 . 5 5 . 6 40 . 8 1 . 408 0 O . 11Z1 0 8 . 05 0 . 9 22 11 . 5 5 . 6 Z6 . 1 1 . 25 lx ( us . Tee ) = 6 . 62 4 . 41 120 21 . 7 060 9 . 67 66 . 9 1 . 408 lx ( us . 90 ) = 3 . 31 9 . 92 0 . 2945 0 . 8 14 . 33 4 . 2 060 9 . 67 0 2 Zx ( us . 90 ) = 10 . 9 10 . 39 120 26 . 8 056 9 . 67 66 . 9 2 . 104 10 . 9 0 . 037 0 21 . 29 0 . H 056 9 . 67 26 . 6 2 lx ( us . Tee) = 10 . 9 1 . 31 120 Z7 . 5 055 9 . 67 93 . 5 2 . 104 10 . 9 0 . 0707 0 12 . 21 0 . 9 055 9 . 67 0 3 0 . 5 120 2H . 4 054 9 . 67 93 . 5 3 . 314 0 0 . 0069 0 0 . 5 0 054 9 . 67 52 . 9 3 ix ( us . Tee ) = 21 . 84 1 . 9 120 28 . 4 053 9 . 67 146 . 4 3 . 314 21 . 84 0 . 0164 0 23 . 73 0 . 4 053 2� . � Pafih � O : � 0 21 15 5 . 6 20 . 9 1 lx ( us . Tee ) = 5 . 76 3 . 5 120 13 . 9 083 11 . 5 20 . 9 1 . 08 5 . 76 0 . 1203 1 . 5 9 . 26 1 . 1 �$� 16 . 5 File : C\dwg\264009 - Lionshead Restroom Building\Submittal dwg DatE 8/1 712 0 0 9 Copyrlght OO 2002-2008 Tyco Flre and Building Products Page 1 1 Job Lionshead Restroom Building Hydraulic Calculations / Fiuid Delivery Time Analysis Plf' � I � FORNIAI'ION Node 1 Elev 1 K- Factor 1 Flow added (q ) Nominal ID Fittings L C Factor totai ( Pt) Node 2 Elev 2 K- Factor 2 Total flow ( Q ) Actual ID quantity x ( name ) _ �ength F Pf per ft elev ( Pe ) NOTES T frict ( Pf) (ft) ( gpm/psi '/z) (gpm ) ( in ) (ft) ( ft) (psi ) ( psi ) Path (do : 11 6 11 . 5 5 . 6 21 1 12 120 14 . 1 5 11 . 5 5 . 6 Z1 1 . 08 0 0 . 1219 0 12 1 . 5 5 11 . 5 5 . 6 22 . 1 1 . 25 lx ( us . Tee ) = 6 . 62 10 . 69 120 15 . 5 014 11 . 5 43 . 1 1 . 40H 6 . 62 0 . 1Z47 0 17 . 3 2 . 2 014 17 . � Path No : '92 12 14 . 54 5 . 6 Z2 . 2 1 12 1Z0 15 . 7 11 14 . 54 5 . 6 22 . 2 1 . 08 0 0 . 135Z 0 1Z 1 . 6 11 14 . 54 5 . 6 23 . 3 1 . Z5 lx ( us . Tee ) = 6 . 62 10 . 69 120 17 . 3 153 14 . 54 45 . 4 1 . 408 6 . 62 0 . 1384 0 17 . 3 Z . 4 153 14 . 54 24 . 1 1 . 25 lx ( us . Tee ) = 6 . 6Z 4 . 88 120 19 . 7 050 9 . 67 69 . 6 1 . 408 6 . 62 0 . 318 Z . 1 11 . 49 3 . 7 050 � � , 4 PaYh � o : 13 9 13 . 83 5 . 6 22 . 5 1 lx ( us . Tee ) = 5 . 76 1 . 75 120 16 . 2 160 13 . 83 22 . 5 1 . 08 5 . 76 0 . 1395 0 7 . 51 1 160 g 7 . � Path � o : 1 � 19 14 . 46 5 . 6 23 . 6 1 lx ( us . Tee ) = 5J6 3 . 28 120 17J 146 15 . 79 23 . 6 1 . 08 5 . 76 0 . 1524 - 0 . 6 9 . 05 1 . 4 146 15 . 79 0 1 . 25 12 120 18 . 5 143 15 . 79 23 . 6 1 . 408 0 0 . 0389 0 12 0 . 5 143 15 . 79 23 . 9 1 . 25 lx ( us . Tee ) = 6 . 62 16 . 81 120 19 051 9 . 67 47 . 4 1 . 408 lx ( us . 90 ) = 3 . 31 9 . 92 0 . 1504 2J 26 . 74 4 0 � 1 � � . 7 Path (Vo : 15 1H 14 . 46 5 . 6 23 . 9 1 lx ( us . Tee ) = 5J6 3 . 2H 120 18 . 2 143 15 . 79 Z3 . 9 1 . 0H 5J6 0 . 156 - 0 . 6 9 . 05 1 . 4 143 19 File C \dwg\264009 Lionshead Restroom Building\Submittal dwg Date II/17;2009 Copyright � 2002-200II Tyco -ire and Building ?roducts P�ge 12 Job Lionshead Restroom Building Hydraulic Calculations % Fluid Delivery Time Analysis PIPE INFORI�A`flOtd Node 1 Elev 1 K- Factor 1 Flow added (q ) Nominal ID Fittings L C Factor total ( Pt) Node 2 Elev 2 K - Factor 2 Total flow ( Q ) Actual ID quantity x ( name ) = length F Pf per ft elev ( Pe ) NOTES T frict ( Pf) ( ft) ( gpm/psi �/z) (gpm ) ( in ) ( ft) ( ft) ( psi ) ( psi ) �aYh PVo : 16 10 14 . 54 5 . 6 24 . 1 1 ix ( us . Tee ) = 5 . 76 1 . 31 120 18 . 6 153 14 . 54 24 . 1 1 . 08 5 . 76 0 . 1594 0 7 . 07 1 . 1 1 �� i � . � Path No : 17 25 11 . 5 5 . 6 25 . 8 1 12 120 21 . 3 Z4 11 . 5 5 . 6 25 . 8 1 . 0H 0 0 . 1818 0 12 2 . 2 24 11 . 5 5 . 6 27 . 1 1 . 25 ix ( us . Tee ) = 6 . 62 12 . 52 120 23 . 4 054 9 . 67 52 . 9 1 . 408 lx ( us . 90 ) = 3 . 31 9 . 92 0 . 1H62 O . II 22 . 45 4 . 2 05� �� . 4 �ath No : 1 � 23 15 5 . 6 Z6 . 6 1 lx ( us . Tee) = 5 . 76 5 . 83 120 22 . 6 056 9 . 67 26 . 6 1 . 08 lx ( us . 90 ) = 2 . 3 H . 07 0 . 19Z6 2 . 3 13 . 9 Z . 7 056 � 7 . 5 * Pressures are balanced to a high degree of accuracy . Values may vary by 0 . 1 psi due to display rounding . * Maximum Velocity of 23 . 09 ft/s occurs in the following pipe ( s ) : ( OZ8 - 014 ) File C \dwg\26h009 - Lionshead Restroom Building\Submittai . dwg Daf2 8/17/2009 Copyright OO 2002-200E3 ?yco =ire and Bwlding ?roducts Page 13 i,n n. 1�� a� i�.`°� �.., 1���.� ,'���� �.d� �3..� �+�� ra���t� 't.,� ;m�3�a�°� ' t�:�°"v�' �vy t� i, i�'��3 �� ..z :�� . 10775 EAST 51s � AVENUE DENVER, CO �0239 303 - 576 - 8157 F�1.X 303 - 576- � 159 # 004 �; f' c: :�� c;�' ��s Job f#264009 � Lionshead Restroom Bui (ding Vail Resorts Vail , Colorado la HeBdso Globe QR �Jp �°��ht, Pea� den�, � Sidevvall 2o Pipeo �'he�t�and �'Ie�a 'Tiat°ead Wt�ea�laiid I���a �lo 3o Fatt�ngs : 5t� it�a Coopet° T'ht°eaded �'itti�i �s Shurjo ►nt Grooved Coupl�n�s Shur,� o�nt Ga°oovecl Fittangs 4, I�an�ea°s : Sarr► rny Super Scres�/S ►dewinder for° wooc� Toleo # 100 3/�" E111 T'hread l�oc! T'olco #200 12in� ��an �er 5 . Va�ves , Arr► es Colt C400 iteduced I'ressure I3ackfdow Will�ins ZW109�'P P �-essure Reducin� Valve Victaul�c G�°ooved Str��ner Globe Grooved � heck Valve 6, 1l��scellaneousa A�aata°ol �'�a°e-�-'I' t°ol ��pansioxe 'I'anic �J _� � � _ ,_ � � _ - _� " _ , io ,-4 NYDRAU � � C — SYSTE ��I / � � � � �� - - i `., 9.F.F. � I J � � 1� I This buildirq is p �otected i � ��' � - - - -Y - - - - - r - � - - - - -� ' - - - - Y - - - � - - � 0- - ` � A.� ,cmatic Spr'r ler System � �i � � N � � � � ! � �� i � A F.F. �r . r - - �- - - - - - - - - -- - - - - - - - - - - - - - - - - - T - - - - - - - - - - - � '�, b a Hydra� l �^all Desi ned � . � r� , + � . � . Looation Remote Area # 1 � I b o -�� j � _, rs�o �-s�, � �-9'� n^ �-s>> ' ,� � ' �-o �-a a-a�, , 11'-6 " Sloped �-s °-e I Slopa pipin� �= - --E- fi a v . �$ � ..- �� � � a � ' %j� ' wif.h roof I h� � � Sloped - o�s Mg oss ` �A�F� ��� � pi�'e „ � _ � Attic Space( Uprighls) � / , 3�,E� � - � .s � No . of Sprinklers 25 - � � � .� ,/� � I � � Zo . � �Q \ I 6 0 �:a d - zt 5�� ces ' P�P " ' � o�fi . i z } � ' d n. - / n , 24 26 i . � � o ' // lo , . � . i ` i �'�d � i i i� . r . a o � �� il � /, ? � � o-s e^ N Bosis of Deslgn i � � I� 3-P� &104 �� Ytly HOh ' 23 b�o�k ��� 05A � � 1-0 1-0 }-0 B-5 ] � i , �� � _ — __ � _ � i , O � ; � _ � � T �. P�A� � � � �b ' � �� 9' -�8" osa � ns � j, - � �i 1 . DENSIrr (Light Hozcro) . 10 '°e�_��� � � � � � H�e �I��� �� � . I r--;� � A. F.F. � � - WOMENS RESTROOM � I - � Remote_ ' � :� �o . VES : IBULF. ' 11 - 6° , �, �� ,. � o . � �awTOas � c Area � � � , � � � A.F. F. °_ -System aiser � � z. �esicNE� ,4REn oF �iscr+n:�.,� 1965 ��� � _ - �0 a c�osEr � � 10� � � � . ^ � 14'-6�'y„� See Detail � �e , � 'I .i � e � I I M I A.F.P. i _ ,a� � �o i m m I S ste � e and � i ia y,� o, � �-.."� �� I - � Y � � � � i-a i 73 �9 _ � - � 1128' �B 127 � - 77 s� 18 7B � 0 � I , _ I . PM D SCHARGE _ - � G I O GPM „ 6 . _ � 28 8 _ , . I � , � � . . /�'�''�� .., 5 ON_ 9AS_ 1 1 1 d �1 � �—/ . 1 1 ♦ � ' 1+ 1 s ., 1 T , 1 � i-e re�. a-ve a-u ai i-�o�� �-e a-� s+ i-n�o i-am � 052 15�-9�/2 } p_p �oa-o _ . . � � _ , f30 1P9 �,• �, I 2. RES,DU4L PRESSURE AT iyE �� . I I � �-,-,--, -' :, :, - P � . F 71 . 4 si � � `o _ � a J,` .S J, ' j, SOURC_ � '� �. � ' I � � i �' _ � a f � �051 �` i t� . P. � � 1 10775 E. 51st Ave- � viNSiE^ .- .00s � I _ } � u � 15 to-a�x �43 n-5 i �q� �-9 °�s °. o�. Denver, Co 80239 -o�- �— = 0 I � � _ — _ - � > � �� _ . � I 1 � f 1 I I [ I � � � .�__ . - I . �� L�- � PH: 3G3 576- Sto7 � - - � EN7RAL FIRE FAX: (3G3) 576-a' Sy il � °;R,ES i ProtecCion Contror,tors, Inc E-MAIL: cfpc�cfpc.us - � I � � � �'-i1 �.� � J1� ' , i II � � , , � . '� Q * Arec is increased by 3G% for Slooec Roof '• Q � � A.F. F. I � CRAN^S:ACE I 13' -10" w f Q�p CaicWated us��ng Darcy-Wesbacb farmWO fo� we? pipe systens +V 96�-n O �^ � �. 'd _ A.F. F. Q u�a� - �t I anw_sance �� I � �� �� � �� � � � using on ooti-freeze salutian . � � i � �95 -4 i 1-6 � Q�6 10 1-3�e �A B-9 I-0 B-0 � 3-9 1-0 ' y i�iu�l , � P�^ � 1 1 �� I I Pn �1 Kb I � � I i F �i � � 1-04 � 9-iq � 2-g�v _ B-2y � _ � 12-5¢ 04A �� I I iB2 _ i i I I I T r•;'%';� i I i � � , I 11 - 6 ' ^ � ' o � _ a.r'. F. j � � ii' _�„ � a , �. _ A� F , � I � � � � , �. � �1 � � �, � 1 � , � I i _ on o - , Q , F �� ��s `^�� `� i 3 � t�. � 1 a� , � d�O , , 1 i, , a � � � o-�m� � �, - - � t _ _ 1 �+ 1 . 1 rr - 1 r . _ i I 9 3-B�o _ 1-9h Ht 1-0 tl 5 _ I - - I ' O -0'v 9 I e t-94 ]-14 Op7 0 10 1� 010 0 ] I 1-0 ti7 (.' C�1 e .4 1 O I m �a I d-€ m I o-5�, I Slo e i in - - - � � � �� �'� p�y � 020 � SIojJP.d�� ,� � - I � AF Fill and Ezpension tank ���'- - i with roof � - - - - - �' - -( - ��- - - - � � - - - - ��- - - - � � - - - � � �� � P�P� � °� � i �, � �� / I : � - ' J ' connectio horizontal pipe �I P P P ° 2-84 h � 1-9U � &Oh ]-9�� — 22z h — _ _ _ - - _ _ _ — _ _ _ 34 r / n shall be installed 11? r - - - y � - - - — - - - - - -' — � - - - - - - - - - - - - - - - - ,, 6 I � EN L �r`1L N � I L on 3' - I / � � � � ti / � " ° -� ' � i 1 . AL� PIPE, Fi7TIhGS ANG HANGERS AS PER N.r . P A. yi3, '07 cDITION . , I - , - _ ' I � System Capac�ty i � ` G r is 3L5 allons. IB 2. SPRINKLER CONTRAC70R TO E-GIN WORK AT N�W 4" IN.,OMING WATER � � � I I d 10 , 4„ g � g. r"""`;1 I gellons of glycol = � 1 1 �� -4 SFRVICE LOCATED 1N MECHANICAL KOON #106. is �eeded for a A. F. P. . A. F.F� � A.F.F. _ `-�^--^' 3 ALL ELECTRICAL WIRIN � 10 BE DCNF yv CTHERS. -40° mixture ' � Test/Drain ton---�-� � 0 4 � � o � 4 . - �� I_ESS iU�iE� �THFR�NISE. AF system - � � � 5ee SecCion � a,.� hea<i . . �.-� ' _ � View � � � � ` �'�` � �'f 4. ALL PAINTING AN�J OR PIPE IDENTIFICAl1CN TO BE DONE BY OTHERS- e�x erL a" check- f� � , � ; y� _ � i� �/i � I � . � �� I � JL I uN ��SS NOTED 0 HERWiSE � � � vatve �J — �_ _ � !5 � 1 " q " .. AL_ SYSiEM MONITORNG TO 9E DGNE �3Y OTNERS. � �, � CC� le . - 1 - � i 2" Maln� 4 UNLESS NO ED OiHERWiSE. p,.a,� �=rrc�,� aoou, Aackflow Full flow Uauge 6 . AU_ SPRINKL�RS N 9��OW CEILINGS �HALL DE SPACED NO GREATE'k oonneotion - - ;: . ._ , � �� �. �` �\ �� '�, !� ,'`�� TNAN 225 S�FT MAXIMGM IN ACCORDANCE WIiH NFPA#13, 2007- LIGFIT I � _ - .. - ,, -, .� �'_ � . r �_ - . � - . c . � � � � ��� � '�. „ i! C �'� , J . 4 ` - � K j ,_ i " „ I - " �� i �_ � � � � - � - `� . �—. � __ ', '�, . ., - � Weter i'low � t !_ � / HAZl1�[1 �� I ��I IN�S. . ; ���/ �i, • ��� � ' �`�/ \� �� 4� ��� �� ��� ��' / ��� �/ ' 4" � ALL SPR!f�, � ' � 4 3 -' �. :wicch ir. I �-� K _ERS IN TH� ATT � SFACE SHALL BE SPACEG �uC GR�AT�R , � _ / J - - � Y TNAN 120 SQFT IN ACCORDANCE WIrH NFPA#13-'ABLE 8 6 2 2 1 ( a) FOR � \�� CEIi,II� G PLAN CHOW! ONIY FOR � � � � � � I COMBUSTIBLE UNOBSTRUC ED ��ONSTRUCTION WI7H MEMBERS �E�S IHAN � 4" Check � � Ta Gxistin � �o Vel�e � I i� � LOCATIO:V OF PEVDEI� T SPRIV�KL�RS , � I � I 3FT ON CENTER AND WITH A ROOF PITCH GREATER THAN 4 IN i2. . g i — REPER 'CO ATTIC PLAV POR P[PING � �� GI� �Ui� � S � I Undergrou�d FDC� .`e� - - . � �� LOCATIONS. J i I I �IA� NTFNANCF 7. ALL PIPE FiTTINGS "� ° - 2" '0 B= _ 'HREADED CAST_IRgN_TYPE � ' _ a" ��-I���_L,� � � �9 8. ALL PIPE FiTTINGS 2 i /2 8" TO BE GROOVE� __TYPE l, . N. O. . � � p ��� a � 'g�_p„ � 9. ALL PIPE 1 " - 2" TO EE WHEAT.A� G MEGAI�READ or_E�,�A!_TYaE. -r�i,L 'O . - fi I ' I 1Q A_� PIPt 2 1 /2" - 8" TO RE WFIEATLAND MEGAFLCW_OR E�JAL _TYPE ��I _�/ � �'���� i_ �� � I 1 i . THE AUTRORITv(S) HAV�NG JI,RISD� CT�ON IS�ARF VAIL _ _ f,- �, / �� � � _� . i - — - - - i ��{1' .� , . . . . . - BOILDING FIRE DEFARIMthI i , I i �' -, , 1?9 � - . - . � �- I � ; . I - __-_'-__L--------------------------------- I Ame 4 ' ColtC400 i ' ^ � I � c � 1 '��T ' li � � INSTALL WET ANTI_FREEZE FIRE SPRiNKLER � I � - � w��k�ns zwtoaFP Reau�ed Pressure \ � - Vt � T BU _ i I ✓- .'IBULE � MECHANI � AL 12. SCOP� CF NORK _ _ _ _ _ _ 4" Geld. growed -- , /'- `� ' Backflow v+/ tampered � � 01 � ^u2 / SYSTEM _rCR NEW RESIROCM_ BUILDING. PkOVID=_COVERAGE 45 w,/ce Por Fu11 V� ; }: nngle Pressure b�tterfl �abes ' �� ' � O � v,� � i I I - RCi NI ^ I ' - P � f <r Reducing Valve - Y `��, `,�; � / I ' flow of 8ack flow � �� j' - N - � / ' o � I 9 -o O � . i OfiN � � pF � i ABOV= AND B�LOW C❑ ING FOR CONBUSTIBI F CONS � R:..CTiON ana ua�n �rain � - �; _?� (Set to 145 p.s.i.) � i � � "' � ' � e � I 'i 1� _ , �� 6�_6" "\ _ � I � Q 9,_0, - �. � I � PER NFPA� 13 ANC VAIL FIR=_ DEPAR_MEN � . �i � V'iciaulic �(732 � I ,�, i � io � � ' ' Graoved Strainer I L� � � � I �.�� 5 1 5 8- ', 13. AREA OF PROTECTION ? � 95 _ SQ. � L C�caugede / I � � � I _ � � � �O � � i 14. CONSTRUCTIOh TYPE: WOOD TRUSS � � / � � - • JANI I�R � 1 ' - - �� --`/��- �'-- - � �; -'- - - - - - -=- - - - ' . �� I 9 -� Y ��S�CT �� � I ' K � � S CK ' CC�""� ��L I � � � �.4�� Incamiug . ._ _ - �` _'__ . ..� _ _ � _ ' - I - -_ � � �� .�. �rKP.:; - - - Water � »3 � SKI YARD — �- \ \ I ' � 12 c � -e I > � S�oRAGE ° — � �x, ' � L O � I 107 I 9 -� �� � `Li �/�L � li_ � � � � � � �� � . O O I � I O O Gi i 9._a„ � � � � � � - -� �- - � � — - - - � � _ KIDS _ _ � SCa12 : �¢ = 1 - O � �— R �rAIR SNOP -� � � I i —� i i , o � . �� � � i � I <�-a� _ �4 LIONSHEAD CENTER C ^ , , � � � . � . � - . ' - - 9' 0" - I I �� \ l '.� - _ _ � i _ � — - — � f ^ �'� —o- . � . � � � .. - � K � ' „ � � . �r. � � y n /} r- I C� I �'�� � I� .� V J p � � � � �i �V ` � � V � .i " �� � i � a , . . . I � M _��s `° � � o— ��� ,� � h,—1 ����M � — — I!���`, _ �-- — ry' - _ " I �' '� � j ��� � � � � � i�! w,i � � .��/ O y,_p. 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H�A7H PROTECTION CONtRACTORS, INC . Vail , Colorado CONTRACT WITH �, T ABOVE 40 degrees , �K � r ' r I ,, G �� s - a N ETlV #. 79201 McBo d Builders u ` ADEQUATE ENOUGH TO � � i -� 9 r I1 _5 ° 560 �1 /z " ti2 ��oqe u� � 6 6 �Chro� e Sc � l -<e � TrrFCd � �� 10775 East rJ � St Avenue Y SAMMV SUPER SCREW ` �, ._��,•r-� _ P O B O X 2 3 H PREVENT THE FREEZING -nuniROROO T- `� _ � � 21�1V@Qf, /�Colorado Eagle , Colorado 81631 �� �-� OF THE SPRINKLER `� I (JOL � ✓ �RAWN 9Y: SCALE: � CONiRACi NUMBER: � � RMD 1 /4 " = 1 ' - 0 " 264009 , �� _ � ' — �" PiPiNC . — sw��e� R��9 — _ (303) 576 - 8157 FAX (303) 576 - 8159 oATE: oRaw��� ��MBER: 7q � O ? AL � � ! � c S !-� E � l� � � T 08 -04 - 09 FP 1 OF 1 �FO �f� Oc �C°