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Home My WebLink AboutF11-0069TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 Job Address: Location.....: Parcel No...: Project No : OWNER APPLICANT CONTRACTOR Desciption }�OUSE Valuation: VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT 1916 W GORE CREEK DR VAIL 210312307029 MOORE, TIM & MERIDITH 4102 SAINT LUCIA ST BOULDER CO 80301 PHOENIX AUTOMATIC SPRINKLER 7684 S BRENTWOOD ST LITTLETON CO 80128 License: C000003080 PHOENIX AUTOMATIC SPRINKLER 7684 S BRENTWOOD ST LITTLETON CO 80128 License: C000003080 11/23/2011 Permit # Status . . . : Applied . . : Issued . . . Expires . .: F11-0069 ISSUED 11 /23/2011 O1/19/2012 11/23/2011 Phone: 303-523-2098 11/23/2011 Phone: 303-523-2098 EXTERIOR REMODEL OF EXISTING HOUSE - ADD UPPER LEVEL TO $13,525.00 �«#+*****#�r�***�***as*�****��+*�*+r*�**�*�***+rr***r*#*+**+*s*+**�r� FEE SUMMAR Y ��*�**��****��*************r*a******+�*�*****+**r:**�*+** Mechanical---> $0. 00 Restuarant Plan Review--> $0. oo Total Calculated Fees---> $1,006.81 Plan Check---> $432 . 00 DRB Fee---------------------> $o . 00 Additional Fees-----------> $o.00 Investigation-> $0. 0o TOTAL FEES--------------> $1, 006. 81 Total Permit Fee----------> Si,006.si Will Call-----> $o . 00 Payments-------------------> $1, 006. 81 BALANCE DUE---------> $0 . 00 �*****►�******.s**s****►s**a*�r***s*s***sa***►*******+��*�*s*****►►�**►+�********«+r******�s*r*+�*****+�+***s■*s**r+****s*��e*****�**�*��***� Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT O1/10/2012 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. � , SIGNATUIZ�:OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF *+****************************************************************************************** TOWN OF VAIL, COLORADO Statement ***�******************************+*********************************�**++*************�***** Statement Number: R120000030 Amount: $1,006.81 O1/19/201211:25 AM Payment Method: Check Init: NT Notation: 1728 Phoenix Auto Sprinkler ----------------------------------------------------------------------------- Permit No: F11-0069 Type: SPRINKLER PERMIT Parcel No: 2103-123-0702-9 Site Address: 1916 W GORE CREEK DR VAIL Location: Total Fees: $1,006.81 This Payment: $1,006.81 Total ALL Pmts: $1,006.81 Balance: $0.00 *+****************************************�****************+******************************** ACCOUNT ITEM LIST: Account Code -------------------- BP 00100003111100 PF 00100003112300 Description ------------------------------ SPRINKLER PERMIT FEES PLAN CHECK FEES Current Pmts 574.81 432.00 Departmen� of Community Development,; FIRE SPRINKLER PERMIT Car��n��i�l & R�sid�ntlal Fir� Alarm �hop drawtngs ar� requtr�cf at the tim� of appliption submittal and must indude the fi�llowing information: i. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp 2. 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 Street Address: I ►C� C�v�� C��. R►u� (Number) (Street) (Suite #) Building/Complex Name: �Oi� )2� �C�S( �E^-�C� Contractor Intom�ation: Company: � OQ�'1 i�( �1�'01'�'1tL�' I C 2./u (G Company Address: 71v ti`� S� 1� e� }-J�x.� S i City: L i}� �e..�'O � State: Cd Zip: �� Contact Name: 1`� � ��e.... � u-�--� Contact Phone: .3Q� � SZ3-Z��1 �' E-Mail f,�� ro-�-er�E-io-"11C1?�t�-�offtc:e , r?.e.-� • Town of Vail nVactor Registration No.:� Oh,�J,LO�i� X � Contract ignature (required) Prope IMormation Parce�#: ZI173"I_7_3 -f�7 -G�zq (For parcel #, contad Eagle County Assessors Office at 970�328�8640 or visit www.eaglecounty.us/patie) Tenant Name: Owner Name: �ROU�_ . 1 t vr► � IR'14Jt.1 ��1 Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: � � 3 �5Z5 . `� `� �I Office Use: Project#: i'�CS��'- �fl�. Building Permit #: �� - � l�q Sprinkler Permit #: �( �� (p�( I I Lot #: Block # Subdivision: Detailed Description of Wor1c: =�S�(� t I W �-icrn ►9-it C �P�ir1 k,l.z.� -f"h�2c�u :.ty� c��-�- �,lGcin G . (use additional sheet if necessary) � Detailed Location of Work: F�-�,n.�_ f3v, (d i,-�G, Dces a Monitored Fire Alarm Exist? Yes () No (� Dces a Sprinkler System Exist? Yes () No.(� Work Class: New.�f Addition ( ) Remodel ( ) Repair ( ) RetraFit ( ) Other ( ) Type of Building: Single-Family � Duplex ( ) Multi-Family ( Commercial ( ) Restaurant { ) Other ( ) ;�" , - Date Received: , �� ' � i ',- I � [} i �.� � � I � �-� � I 'I ,! , � I i' � �� NQV 2 2 201D� i� TCOWN f�� VAlL i O1-Feb-10 Moore Residence 1916 W. Gore Creek Dr. Vail, CO HYDRAULIC CALCULATIONS AND PRODUCT SUBMITTALS THIS SET OF FIRE SPRINKLER SHOP SPECIFICATIONS AND HYDRAULIC CALCULATIONS HAVE BEEN REVIEWED AND FOUND TO BE ACCEPTABLE - N.I.C.E.T. IV #102055 SR. ENGINEERING TECHNICIAN - FIRE PROTECTION, NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNICIANS / / TIMOTHY N TROSTEL, JR - SET DATE PHOENIX AUTOMATIC SPRINKLER 7684 S. BRENTWOOD ST. LITTLETON, CO 80128 720.922.9231 PHONE Project Name : MOORE RESIDENCE Drawing No. : Design Areas CALCULATION SUMMARY Project Location: City: Design Area Calc. Mode Occupancy Area of Total Water Pressure � Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source ��Z) i9Pm) iPs�) �9Pm/�Z) iPs�) �9Pm) # (9Pm) iPs�) 1 Demand (HW) Res 1024 107.4 88.4 0.1 13.8 25.6 4 0 13.6 Date 11 /2/2011 File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Copyright � 2002-2011 Tyco Fire Protedion Produds Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name : MOORE RESIDENCE Contract No. : City: Project Location: Date: 11/2/2011 Contractor Information Name of Contractor: Address: PHOENIX City: Phone Number: E-mail: Name of Designer: Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Master Bath Occupancy Classification Res Density (gpm/ft2) 0.1 Area of Application (ft2) 1024 Coverage per Sprinkler (ft') 256 Number of Calculated Sprinklers 4 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 0 Total Water Required (incl. Hose Streams) (gpm) 107.4 Pressure at Source (psi) 88.4 Type of System Wet Volume - Entire System (gal) 69.9 gal Water Supply Information Date 10/24/2011 Location NEAR HOUSE Source W1 Notes File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Date 11 /2/2011 Copyright � 2002-2011 Tyco Fire Protection Products PBge 2 Job : MOORE RESIDENCE Date 11/2/2011 Diagram for Design Area : 1 (Oatimized Hvdraulic Simplified) T Node Labels: Off Pipe Labels: Off File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Copyright � 2002-2011 Tyco Fire Protection Products Page 3 Job : MOORE RESIDENCE Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (Ib/ft3) Fluid Dynamic Viscosity, (Ib•s/ftz) Water Supply Parameters Hydraulic Analysis for : 1 Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Supply 1: W1 Flow (gpm) Pressure (psi) 0 102 1300 97 Hoses Inside Hose Flow (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) ----------------------------------------------------------------------�_�_�--__._.. Total Hose Flow (gpm) Sprinklers Ovehead Sprinkler Flow (gpm) 107.4 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 ____________________��_�_�___-------------------_....__.-----_.__.-.._�__�-_-�-_�-- Total Sprinkler Flow (gpm) 107.4 Other Required Margin of Safety (psi) Wt - Pressure (psi) W1 - Flow (gpm) Demand w/o System Pump(s) 10 88.4 107.4 N/A File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Date 11/2/2011 Copyright � 2002-2011 Tyco Fire Protection Products Page 4 Job : MOORE RESIDENCE .� a a� L � � N � L a Hydraulic Analysis for : 1 f Supply � Supply; Safety Pressure �— System Demand 150 140 = _. _ _ _--- --- -- 130 = --------- ---- 120 � _ _ ------=------- 116 �•:-I ___ ___^_ ___----- ----- L�'� 96. 10 D2 �------------ __� � __. ____ _—_ ------ �=__--__--iF.__♦ 90 .= -_------�.�..--------� =---.__— 1/- -�-- —1 so- ------------------- -- � %� - ------ --=,------- � --� LU- , ..__ �.. � _------------ - 10- _ _ _ ----_____--- --__..__---- --_--------______ _ __.___. 0 " ��...�� 0 400500 600 700 800 900 1000 Flow, gpm .�� 1100 1200 1300 14 File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg DBte 11/2/2011 Copyright � 2002-2011 Tyco Fire Protedion Products Page 5 Job : MOORE RESIDENCE Hydraulic Analysis for : 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 102 S2 Supply point #2 - Residual 1300 97 D1 Elevation Pressure 0 15.7 D2 System Demand 107.4 88.4 Curve Intersections & Safety Margins Intersection Safety Margin Curve Name Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 101.9 117.8 13.6 107.4 Supply; Safety Pressure 91.9 110.2 3.6 107.4 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (�Z) (9Pm/Psi�/x) (9Pm/ftz) (9Pm) (PS�) i9Pm/ft2) (9Pm) (P51) 100 Overhead 256 6.9 0.1 25.6 13.8 0.104 26.6 14.8 Sprinkler 101 Overhead z56 6.9 0.1 25.6 13.8 0.1 25.6 13.8 Sprinkler 102 Overhead Z56 6.9 0.1 25.6 13.8 0.106 27.1 15.5 Sprinkler 103 Overhead z56 6.9 0.1 25.6 13.8 0.11 28.1 16.5 Sprinkler File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg DBte 11/2/2011 Copyright � 2002-2011 Tyco Fire Protection Products Page 6 Job : MOORE RESIDENCE Node Data Hydraulic Calculations / Fluid Delivery Time Analysis Node# Type K-Fact. Discharge Coverage Tot. Pres. Req, Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psiYz 9Pm ftz psi psi ft gpm gpm/ftz psi gpm 101 Overhead Sprinkler 6.9 25.6 256 13.8 13.8 7982.85 HEAD Open 0 0.1 -15.7 25.6 100 Overhead Sprinkler 6.9 26.6 256 14.8 13.8 7982.85 HEAD Open 1 0.104 -15.7 25.6 102 Overhead Sprinkler 6.9 27.1 256 15.5 13.8 7982.85 HEAD Open 1.5 0.106 -15.7 25.6 103 Overhead Sprinkler 6.9 28.1 256 16.5 13.8 7982.85 HEAD Open Z.5 0.11 -15.7 25.6 005 Node 15.7 7985.44 NODE -17 004 Node 16.4 7985.44 NODE -17 003 Node 19.1 7985.44 NODE -17 030 Node 41.5 7974.47 NODE -11.5 031 Node 42.7 7974.47 NODE -11.5 043 Node 49.7 7964.25 NODE -6.4 045 Node 49.7 7964.25 NODE -6.4 064 Node 50.7 7965.25 NODE -6.9 082 Node 54.3 7960.33 NODE -4.5 083-I Node 55.7 7959.83 NODE -4.2 085-I Node 57.1 7958.75 NODE -3.7 088-0 Node 57.4 7958.25 NODE -3.4 088-I Node 69.7 7958.25 NODE -3.4 089-0 Node 69.8 7958.25 NODE -3.4 089-I Node 73.9 7958.25 NODE -3.4 W1 Supply -107.4 $$'4 7951.33 SUPPLY 0 File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg DatO 11l2/2011 Copyright � 2002-2011 Tyco Fire Protection Produds Pege 7 Job : MOORE RESIDENCE PIPE INFORMATION Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 101 7982.85 6.9 25.6 1 lx(us.Tee-Br)=7.76 13.Z2 150 13.8 005 7985.44 25.6 1.055 lx(us.90)=3.11 10.87 0.1318 -1.1 24.08 3.2 005 7985.44 26.6 1.25 4.07 150 15.7 004 7985.44 52.2 1.291 0 0.1842 0 4.07 0.7 004 7985.44 27.1 1.5 lx(us.Tee-Br)=9.34 5.67 150 16.4 003 7985.44 79.3 1.527 9.34 0.1767 0 15.01 2.7 003 7985.44 28.1 1.5 2x(us.Tee-Br)=18.67 26.83 150 19.1 030 7974.47 107.4 1.527 2x(us.90)=9.34 28.01 0.3097 4.8 54.83 17 030 7974.47 -44.5 1.5 lx(us.Tee-Br)=9.34 1.36 150 41.5 031 7974.47 62.9 1.527 9.34 0.115 0 10.7 1.2 031 7974.47 -23.7 1.5 2x(us.Tee-Br)=18.67 37.9 150 42.7 064 7965.25 39.1 1.527 3x(u5.90)=14 32.67 0.0478 4 70.57 3.4 064 7965.25 68.2 2 lx(us.90)=6.57 7.06 150 50.7 082 7960.33 107.4 2.009 6.57 0.0814 2.1 13.63 1.1 082 7960.33 0 2 0.5 0 54.3 swing check 083-I 7959.83 107.4 0 0 2.2892 0.2 0.5 1.1 083-I 7959.83 0 2 1.08 0 55.7 Riser Manifold 085-I 7958.75 107.4 0 0 0.8032 0.5 1.08 0.9 085-I 7958.75 0 2 0.92 150 57.1 088-0 7958.25 107.4 2.009 0 0.0814 0.2 0.92 0.1 088-0 7958.25 0 2 1.46 0 57.4 Febco860 088-I 7958.25 107.4 0 0 8.45 0 1.46 12.3 088-I 7958.25 0 2 0.8 150 69.7 089-0 7958.25 107.4 2.009 0 0.0814 0 0.8 0.1 089-0 7958.25 0 2 0.83 0 69.8 WILKINS PRV 089-I 7958.25 107.4 0 0 4.9115 0 0.83 4.1 089-I 7958.25 0 2 4x(us.90)=23.25 96.66 150 73.9 W 1 7951.33 107.4 1.959 23.25 0.092 3 119.92 11 W 1 88.4 Path No: 2 100 7982.85 6.9 26.6 1 2x(u5.90)=6.21 8.88 150 14.8 005 7985.44 26.6 1.055 6.21 0.141 -1.1 15.09 2.1 005 15.7 File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Dat2 11 /2l2011 Copyright � 2002-2011 Tyco Fire Protection Products Page 8 Job : MOORE RESIDENCE PIPE INFORMATION Hydraulic Calculations 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/psiYz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 3 102 7982.85 6.9 27.1 1 lx(us.Tee-Br)=7.76 4.17 150 15.5 004 7985.44 27.1 1.055 lx(us.90)=3.11 10.87 0.1469 -1.1 15.04 2.2 004 16.4 Path No: 4 103 7982.85 6.9 28.1 1 1x(us.Tee-Br)=7.76 10.31 150 16.5 003 7985.44 28.1 1.055 2x(u5.90)=6.21 13.97 0.1563 -1.1 24.29 3.8 003 19.1 Path No: 5 030 7974.47 0 1.5 3x(us.Tee-Br)=28.01 19.42 150 41.5 045 7964.25 44.5 1.527 lx(u5.90)=4.67 32.67 0.0606 4.4 52.09 3.2 045 7964.25 23.7 2 lx(us.Tee-Br)=13.15 14.94 150 49.7 064 7965.25 68.2 2.009 2x(us.90)=13.15 26.29 0.0351 -0.4 41.23 1.4 064 50.7 Path No: 6 031 7974.47 0 1.5 2x(us.Tee-Br)=18.67 55.3 150 42.7 043 7964.25 23.7 1.527 5x(us.90)=23.34 42.01 0.0189 4.4 97.31 1.8 043 7964.25 0 2 lx(us.Tee-Br)=13.15 3.52 150 49.7 045 7964.25 23.7 2.009 13.15 0.005 0 16.66 0.1 045 49.7 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 18.81 ft/s occurs in the following pipe(s): (030-003) File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg DetB 11/2/2011 Copyright � 2002-2011 Tyco Fire Protection Products PBge 9 AI.17��[iZ�l:�� i�967��[K� I15 110 105 100 95 94 85 80 75 'y 70 a bs ai 3 60 N 55 �d„ 50 a 45 40 35 30 25 20 15 10 s iaa 134 I 2.4 1I.4 10.4 �N 94 a y s.a � 3 y 7.4 y � 64 a 5.4 4.4 3.4 24 I .4 0.4 Device Graphs Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 - � -- ---- — ---- — _ �' _ _ ..._...._.._._......_...._......._....-- = I — I i ( _ � rt 1 ' -___.. ---- — ------ _ , _.__ __ _ _ _ . ._ _ _ _ ---• ____ __ --, -, , 0 0 0 0 0 0 0 0 0 ri r� v �n �o c� m rn o Flow, gpm Pressure Loss Function Design Area: 1; BFP Ref.: 235 (Febco860, Size = 2) 0 ' ,. ' ___. _._ _ _ Y l ' _ —,--,-- — - --..-------- - —'�----I---.._ _._ — --- -._. 12.3 psi @ 107.4 gpm '... � i — .------ - _._-- }_. ---- I...._. I i - i - ---------- ----------- ---------- - --.____-�--_ --......._.... ----- _ � o .. , . o . � ,n . , o . .. .. . . .. 1n . o . , . o — r� n c � � �n ao Flow,gpm File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Dat2 11/2/2011 Copyright m 2002-2011 Tyco Fire Protection Products PBge 10 Job : MOORE RESIDENCE 2133 2033 1933 1833 1733 16.3 3 1533 1433 'y� 1333 a � 1233 � 1133 y 1033 � 933 a 833 733 633 533 433 333 233 133 0.33 15.492 � 4.492 13 492 12.492 11 492 10.492 a 9 a9z � 8.492 N N 7.492 d L a 6.a9z 5.492 4.492 3 492 2 492 1 492 0.492 Device Graphs Press�are Loss Function Design Area: 1; Valve Ref.: 232 (swing check, Size = 2) ; � ._... ..._. ... _... ,.... _.. _... _._ ---'- _.__._ _. _..._ .-. .___ ..__.__.. ........._ ..,._ � ----..__._ _ ..._....___. i - --` --' - `- -- _..�__._,__. - -. __.._..---- -_.-._ - ... ____.. ---- - �- _ 1.1 psi @ 107.4 gpm --- �-- - _. .-----1--�--- - - � , ' �, .. _ ....._. ___.._.._.._...--_._. ..:... ...._ .__..__.- -.__.._. ..�.. _--..__._._..---+--'-...._. � 0 0 0 0 0 0 �n o 0 0 0 0 N � Flow,gpm Pressure Loss Function Design Area: 1; Valve Ref.: 233 (Riser Manifold, Size = 2) I i � � { _ _._ _ _... ..._. _.... _ _ ;.. _ _-_.. __..___..... __- _ _ - --.__.. _ . _.._._ ____ _ � { j I i -----�-- - � i — -{--�-- I � - - i- I __ i i i _. ___.__ ' ..__.._.. _ 0.9 psi @ 107.4 gpm ' ', — —_ _ __, _ . __ _ -- — --- -- i ' - —i----- � -.--- �-----. __._ _ � � �., . i ...._. ... .' - �-- ----�--�-- . _...... ---�- ---- -----------r-- ,-•--.._� 0 0 0 0 0 0 0 0 �n � o �n o 0 0 0 � .-• N M � vl Date 11/2/2011 Flow,gpm File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Copyright � 2002-2011 Tyco Fire Protedian Produds Page 11 Job : MOORE RESIDENCE 89 79 69 �N 59 a ai � � a9 N N G1 �. a 39 29 I9 9 Device Graphs Pressure Loss Function Design Area: 1; Valve Ref.: 234 (WILKINS PRV, Size = 2) o �n o 0 0 �n r o 0 0 � N v� Flow,gpm File: C:\dwg\PHOENIX = MOORE RESIDENCE\MOORE FS-1.dwg Date 11/2/2011 Copyright m 2002-2011 Tyco Fire Protection Products Page 12 tCO Fire Suppression � & Buildin Products g TechnicalServices 800-381-9312�+1-401-781-8220 www.tyco-fire.com rapid response� HOME FIRE SPRINKLER SYSTEM Series LFII Residential, NFPA 13 Optimized Pendent, Recessed, and Concea/ed Sprinklers 6.9 K-factor, 3/4" NPT General Description The TYCO RAPID RESPONSE Series LFII Residential Pendent, Recessed Pendent, and Concealed Pendent Sprinklers (TY4234) are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When enhanced flow characteristics for resi- dential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (TY4234) should be the first choice. When higher flow demands are re- quired for residential sprinklers used in an NFPA 13 design, the large 6.9 K- factor of the Series LFII sprinkler is an attractive choice. Although primarily intended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII sprinkler can also be used in wet pipe residential sprinkler systems for one-and two-family dwell- ings and mobile homes per NFPA 13D, and wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the sprinkler is intended for use in areas with fin- ished ceilings. It employs a two-piece Style 30 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total ad- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions wiih respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- siallation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 justment from the flush mounting sur- face position. The adjustment pro- vided by the Recessed Escutcheon or Concealed Cover Plate provides a measure of flexibility with regard to which the length of fixed pipe drops to the sprinklers must be cut. The concealed version utilizes a cov- er plate assembly that conceals the sprinkler operating components above the ceiling. The separable two-piece design of the Cover Plate and Support Cup Assemblies allows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or application of a finish coating. Also, the separable "push-on and thread-off" two-piece design of the concealed version provides for 1/2 inch (12,7 mm ) of vertical adjustment. The Series LFII Residential Concealed Pendent Sprinklers (TY4234) are shipped with a Disposable Protective Cap. The Protective Cap is temporar- ily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed or finished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When ceiling installation is com- plete, the Protective Cap must be re- moved and the Cover Plate Assem- bly installed. The Protective Cap must be removed to ensure proper perfor- mance of the sprinklers. The Series LFII Sprinkler has been de- signed with heat sensitivity and water distribution characteristics proven to help in the control of residential fires and to improve the chance for occu- pants to escape or be evacuated. AUGUST 2011 . �- . ��, � � � � � A � � � � �. . �4 �;.,�,.. .. . w�: _ —�.`. r" �.. � -:--"""� � � �'�� TFP408 TFP408 Page 2 of 8 Minimum Flow and Residual Pressure �b1 Maximum For Horizontal Ceiling Ic, d, e� For Sloped Ceiling (c, d, e) Coverage Maximum (Max. 2 Inch Rise for 12 Inch Run) (Greater Than 2 Inch Rise for 12 Inch Run Area �a� Spacing Up To Max. 8 Inch Rise for 12 Inch Run) Ft. x Ft. Ft. (m) pendent and Concealed Pendent and Concealed (m x m) Recessed Pendent Pendent Recessed Pendent Pendent 155°F/68°C or 155°F/68°C or 155°F/68°C or 155°F/68°C or 175°F/79°C 175°F/79°C 175°F/79°C 175°F/79°C 12 x 12 12 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) (3,7 x 3,7) (3,7) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 14 x 14 14 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) (4,3 x 4,3) (4,3) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 16 x 16 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) (4,9 x 4,9) (4,9) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 7.6 psi (0,52 bar) 18 x 18 18 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 19 GPM (71,9 LPM) 24 GPM (91,8 LPM) (5,5 x 5,5) (5,5) 7.6 psi (0,52 bar) 9.3 psi (0,64 bar) 7.6 psi (0,52 bar) 12.1 psi (0,83 bar) 20 x 20 20 22 GPM (83,3 LPM) 24 GPM (90,8 LPM) 24 GPM (91,8 LPM) 24 GPM (91,8 LPM) (6,1 x 6,1) (6,1) 10.2 psi (0,70 bar) 12.1 psi (0,83 bar) 12.1 psi (0,83 bar) 12.1 psi (0,83 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for sloped ceilings up to 8:12 pitch. Refer to TIA 1028R for actual sloped ceiling parameters allowed. (c) For NFPA 13D 2010 applications, Horizontal Ceiling criteria shall be used for certain sloped ceiling configurations up to 8:12 pitch. Reter to TIA 1028R for allowed sloped ceiling limitations when using horizontal ceiling criteria. (d) For NFPA 13R applications, Horizon[al Ceiling criteria may be used for sloped ceiling configurations up to 8:12 pitch when acceptable to the Local Authority Having Jurisdiction. (e) For NFPA 13 residential applications, the greater of 0.1 GPM/Ft? over the design area or the flow in accordance with the criteria in Table A must be used. TABLE A SERIES LFI! RESIDENTIAL PENDENT, RECESSED PENDENT, AND CONCEALED PENDENT SPR/NKLERS NFPA 13, 13D AND 13R HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS � The Series LFII (TY4234) Residential Pendent, Recessed Pendeni, and Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document and with the applicab/e standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contracior or sprinkler manufacturer should be confacted with any questions. Model/Sprinkler Identification Number (SIN) TY4234 Technical Data Approvals: UL and C-UL Listed Refer to Table A and the Design Criteria section - Pendent Recessed Pendent, and Concealed Pendent. FM Approved Refer to Table B and the Design Criteria section - Pendent and Recessed Pendent. NYC Approved under MEA 44-03-E-2. The Series LFII Concealed Pendent Sprinklers are only listed and ap- proved with the Series LFII Concealed Cover Plates having a factory applied finish. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K=6.9 GPM/psi��2 (99,4 LPM/bar��2) Pipe Thread Connection: 3/4 N PT Sprinkler Temperature Rating: • Pendent and Recessed Pendent: 155°F/68°C or 175°F/79°C • Concealed Pendent: 155°F/68°C w/139°F/59°C Cover Plate' 175°F/79°C w/139°F/59°C Cover Plate` 'Suitable for use with maximum 100°F/38°C ceiling temperature. Finishes: • Sprinkler: White Polyester Coated, Chrome Plated, or Natural Brass • Recessed Escutcheon: White, Chrome, or Brass • Concealed Cover Plate: Refer to Ordering Procedure section. Minimum Flowlbl and Residual Pressure Maximum For Horizontal Ceiling Coverage Maximum Max. 2 Inch Rise for 12 Inch Run Area la) Spacing Pendent and Ft. x Ft. Ft. (m) Recessed Pendent (m x m) 155°F/68°C or 175°F/79°C 12 x 12 12 20 GPM (75,7 LPM) (3,7 x 3,7) (3,7) 8.4 psi (0,58 bar) 14 x 14 14 20 GPM (75,7 LPM) (4,3 x 4,3) (4,3) 8.4 psi (0,58 bar) 16 x 16 16 20 GPM (75,7 LPM) (4,9 x 4,9) (4,9) 8.4 psi (0,58 bar) 18 x 18 18 20 GPM (75,7 LPM) (5,5 x 5,5) (5,5) 8.4 psi (0,58 bar) 20 x 20 20 23 GPM (87,1 LPM) (6,1 x 6,1) (6,1) 11.1 psi (0,76 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydrauiic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE B SER/ES LF/l RESIDENTIAL PENDENT, RECESSED PENDENT SPR/NKLERS (TY4234) WET PIPE HYDRAUL/C DESIGN CRITERIA FM APPROVED Physical Characteristics: Frame . . . . . . . . . . . . . . . . . . . . Brass Button ................... Bronze Sealing Assembly . . . . . . . . . . . .Beryllium Nickel w/Tef- lont Bulb . . . . . . . . . . . . . 3 mm dia. Glass Compression Screw Bronze Deflector ................. Bronze Ejection Spring Stainless Steel Support Cup Steel Cover Plate . . . . . . . . . . . . . . . . Brass Retainer . . . . . . . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . . . . . . . . . . . . . . . Stainless Steel tDuPont Registered Trademark Patents: U.S.A. 7,201,234 Design Criteria UL AND C-UL LISTING CRITERIA The Series LFII (TY4234) Residential Pendent Sprinklers are UL and C-UL Listed for installation in accordance with the following criteria. Note: When conditions exist that are outside the scope of ihe provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the /ocal Authority having Jurisdiction. System Type Only wet pipe systems may be utilized. Hydraulic Design The minimum required sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rat- ing and the maximum allowable cov- erage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. TFP408 Page 3 of 8 For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/ sq. ft. over the "design area" com- prised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. Example No. 1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Residential Pendent Sprinkler, the flow rate provided in Table A for a 20 ft x 20 ft. coverage area is 22 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 16 GPM. In this case a minimum flow rate of 22 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con- sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Res- idential Pendent Sprinkler, the flow rate provided in Table A for a 20 ft x 20 ft. coverage area is 22 GPM. How- ever based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprin- kler must be utilized. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the TYCO technical data sheet TFP490. Operational Sensitivity (Horizontal and Sloped Ceilings) • For pendent sprinkler installations, the sprinklers are to be installed with a deflector to ceiling distance of 1-1/2 to 4 inches (38 to 100 mm). Note: So as to help avoid obstruc- tions to water distribution, a maxi- mum 12 inch deflector-to-ceiling distance is permitted for NFPA 13D and NFPA 13R applications where the sprinklers are located in closets. • For recessed pendent sprinkler installations, the sprinklers relative to the ceiling mounting surface are to be installed per Figure 2. TFP408 Page 4 of 8 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deftector ` 7 - Ejection Spring ' Temperature rating is indicated on Deflector. • � .., � ,� \ � � �_ � li il I �_��—�.. � 3/4" N PT ESCUTCHEON PLATE SEATING SURFACE — � 2-1/4" (57,2 mm) 1-1/2" 38,1 mm) CROSS SECTION PENDENT 2-7/8" DIA. (73,0 mm) WRENCH �l � ) I ESCC CHEON FLATS �/ J RECESSED PENDENT F/GURE i SER/ES LFII RESIDENT/AL PENDENT AND RECESSED PENDENT SPRINKLER (TY4234) INSTALLAT/ON D/MENSIONS • For concealed pendent sprinkler installations, the sprinklers relative to the ceiling mounting surface are to be installed per Figure 6. Sprinkler Spacing The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). � The Series LFII must not be used in applications where the air pressure above ihe ceiling is greater than ihat below. Down drafts through the Sup- port Cup could delay sprinkler opera- tion in a fire situation. The following information pertaining to System Type, Hydraulic Design, and Sprinkler spacing are provided for ref- erence and are not intended to pro- vide complete installation criteria as provide in the applicable Factory Mu- tual Loss Prevention Data Sheet When conditions exist ihat are outside the scope of the provided criteria, re- fer io the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be ac- ceptable to the local Authority having Jurisdiction. FM APPROVAL CRITERIA The Series LFII (TY4234) Residen- tial Pendent Sprinklers are FM Ap- proved for installation in accordance with the applicable Factory Mutual Loss Prevention Data Sheet. Criteria provided by FM may differ from UL and/or NFPA, therefore the design- er should review and become famil- iar with Factory Mutival requirements before proceeding with design. System Type Only wet pipe systems may be utilized. Hydraulic Design The number of design sprinklers is to be the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table B as a function of the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ sq. ft. over the "design area" com- prised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. Example No. 1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on us- ing the LFII (TY4234) Residential Pen- dent Sprinkler, the flow rate provided in Table B for a 20 ft x 20 ft. cover- age area is 23 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 16 GPM. In this case a minimum flow rate of 23 GPM for this design sprinkler must be utilized. Example No. 2: A long narrow room being protected is 12 ft. wide; con- sequently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY4234) Res- idential Pendent Sprinkler, the flow rate provided in Table B for a 20 ft x 20 ft. coverage area is 23 GPM. How- ever based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprin- kler must be utilized. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). � The Series RFII must not be used in applications where the air pressure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. Operation For pendent and recessed pendent sprinklers, the glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. For the concealed pendent sprinkler, the cover plate which is soldered to the support cup at three places, first falls away when exposed to heat from a fire. The sprinkler then operates sim- ilar to pendent and recessed pendent sprinklers described above. 2-7/8" DIA. (73,0 mm) 1 /2t1 /8" (12,7t3,2 mm) 2-1/4" DIA. (57,2 mm) � FACE OF SPR� KLER � � FITTING �' MOUNTING SURFACE CLOSURE TY4234 1/2" (12,7 mm) 1/4' (6,4 mm) MOUNTING ' PLATE _� 1/8" (3,2 mm) 1-1/4"(31,8 mm) 1 " (25,4 mm) FIGURE 2 SERIES LFII RESIDENTIAL PENDENT SPR/NKLER STYLE 30 RECESSED ESCUTCHEON (TY4234) INSTALLAT/ON DIMENS/ONS Installation The TYCO Rapid Response Series LFII (TY4234) must be installed in accordance with the following instructions. � Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. Wiih the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). Obtain a 3/4 inch NPT sprinkler joint by applying a minimum to maximum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may dis- tort ihe sprinkler inlet with consequenf leakage or impairment of the sprinkler. Do not attempt to compensafe for in- sufficient adjustment in an Escutch- eon Plate by under or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Pendent Sprinklers must be installed in accordance with the Steps 1P through 3P. Step 1P. Install pendent sprinklers in the pendent position with the deflector parallel to the ceiling. Step 2P. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. � The sprinkler has been provided with a Sprinkler Strap similar that shown in Figure 5 for the concealed sprinkler assembly. Do noi remove the Sprin- kler Strap until the sprink/er system is to be placed in service. As long as the Sprinkler Sirap remains in place, ihe system is considered to be "Out Of Service': Step 3P. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Note: Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. The Series LFII Recessed Pendent Sprinklers must be installed in accor- dance with Steps 1R through 4R. Step 1R. Install recessed pendent sprinklers in the pendent position with the defiector parallel to the ceiling. Step 2R. After installing the Style 30 Mounting Plate over the sprinkler threads and with pipe-thread seal- ant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. TFP408 Page 5 of 8 / WRENCH RECESS � (END "B" USED FOR TY4234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS � 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA F/GURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH � The sprinkler has been provided with a Sprinkler Strap similar that shown in Figure 5 for the concealed sprinkler assembly. Do not remove the Sprin- kler Strap until the sprinkler system is ready forservice. As long as the Sprin- kler Strap remains in place, the system is considered to be "Out Of Service". Step 3R. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Fig- ure 4). With reference to Figure 1, ap- ply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step 4R. After the ceiling has been installed or the finish coat has been applied, slide on the Style 30 Clo- sure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Note: Refer to Technical Data Sheet TFP700 regarding instructions for the remova/ of the Sprinkler Strap. The Series LFII Concealed Pendent Sprinklers must be installed in accor- dance with Steps 1C through 6C. Step iC. install the sprinkler in the pendent position and with the center- line of the sprinkler perpendicular to the mounting surface. TFP408 Page 6 of 8 2-1/2' DIA. � (63,5 mm) 3/4" � N PT , DISPOSABLE SPRINKLER STRAP(SEE NSTALLATION SECTION) THREADINTO SUPPORT UNTIL MOUP SURFACE FLUSH W CEILW( SOLDEI TABS (c � SUPPORT CUP WITH ROLL FORMED o I THREADS i SPRINKLER/SUPPORT CUP i � ASSEMBLY � � � REfAINER ITHREAD TABS =CTION PRING �OVER 'LATE COVER PLATE/RETAINER ASSEMBLY F/GURE 5 SERIES LFII RESIDENTIAL CONCEALED PENDENT SPR/NKLER (TY4234) (Shown with Disposable Sprinkler StrapJ 1/2" (12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING �/32" GAP 1-1/8"t1/4" � (2,4 mm) (28,6 mm t6,4 mm) � � MOUNTING SURFACE COVER- SPRINKLER- 1" REfAINER SUPPOfiT CUP (25,4 mm) ASSEMBLY ASSEMBLY 3-5/16" DIA. SPRINKLER- SUPPORT C�)P ASSEMBL' COVER PLATE REfAINER � 3/8" (9,5 mm� 7/8" (22,2 mm) DISPOSABLE (84,1 mm) TIP PROTECTIVE CAP FIGURE 6 SERIES LFU RESIDENT/AL CONCEALED PENDENT SPRINKLER (TY4234J INSTALLAT/ON D/MENSlONS / DISPOSABLE PROTECTIVE CAP OPERATED SPRINKLER Step 2C. Remove the Protective Cap. � Do not remove the Sprinkler Strap (Fig. 5) until the sprinkler system is to be placed in service. Step 3C. With pipe thread sealant ap- plied to the pipe threads, and using the W-Type 7 Wrench shown in Fig- ure 4, install and tighten the Sprin- kledSupport Cup Assembly into the fitting. The W-Type 7 Wrench will accept a 1/2 inch ratchet drive. Step 4C. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Pro- tective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently push- ing the ceiling material against the center point of the Cap. � As long as the Sprinkler Strap (Fig. 5) or the Protective Cap (Fig. 6) remains in place, the system is considered io be "Out Of Service". Step 5C. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate/ Retainer Assembly, remove and dis- card the Protective Cap and the Sprin- kler Strap. Note: Refer to Technical Data Sheet TFP700 regarding instructions for the removal of ihe Sprinkler Strap. Step 6C. Push the Cover Plate/Re- tainer Assembly into the Support Cup, and as necessary, make the final ad- justment of the Cover Plate with re- spect to the ceiling by turning the Cover Plate/Retainer Assembly clock- wise until its flange just comes in con- tact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by unscrewing in a counter-clockwise direction. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficient- ly to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO Rapid Response Series LFII (TY4234) must be maintained and serviced in accordance with the fol- lowing instructions: � Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. When properly installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 6. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling needs repainting after sprinkler installation, exercise care to ensure that the new paint does NOT seal off any of the air gap. Failure to do so may impair sprin- kler operation. Absence of a Cover Plate can de- lay the sprinkler operation in a fire situation. Do not pull the Cover Plate relative to the Retainer. Separation may result. Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Never repaint factory-painted Cover Plates. When necessary, replace cov- er plates with factory-painted units. Non-factory applied paint can ad- versely delay or prevent sprinkler op- eration in the event of a fire and is not permitted by NFPA. TFP408 Page 7 of 8 Replace sprinklers that: were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. • were modified or over-heated. • are leaking or exhibiting visible signs of corrosion. Owners are Responsibile for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP408 Page 8 of 8 Limited Warranty Products manufactured by Tyco Fire Suppression & Building Prod- ucts (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under nor- mal use and service. This warran- ty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for products or components manufactured by companies not affili- ated by ownership with TFSBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with applicable Standards of the Nation- al Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFSBP to be defective shall be ei- ther repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connec- tion with the sale of products or parts of products. TFSBP shall not be re- sponsible for sprinkler system design errors or inaccurate or incomplete in- formation supplied by Buyer or Buy- er's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for inciden- tal, indirect, special or consequential damages, including but not limited to labor charges, regardless of whether TFSBP was informed about the pos- sibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- �ress or im�lied. including warranties of inerchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability. • For pendent sprinkler, order pendent sprinkler assembly plus sprinkler wrench. • For recessed pendent sprinkler, or- der pendent sprinkler assembly plus separately ordered recessed es- cutcheon plus sprinkler wrench. • For concealed pendent sprinkler, order concealed pendent sprinkler assembly plus separately ordered cover plate assembly plus sprinkler wrench. Pendent Sprinkler Assembly Series LFII (TY4234), K-6.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F/68°C Chrome Plated . . . . . . . . . . . . . . P/N 51-069-9-155 155° F/68°C Signal White (a) (RAL9003) ................P/N 51-069-4-155 155°F/68°C Pure White (b) (RAL9010) ................P/N 51-069-3-155 155°F/68°C NaturalBrass ...............P/N 51-069-1-155 175°F/79°C or Chrome Plated . . . . . . . . . . . . . . P/N 51-069-9-175 175°F/79°C Signal White (a) (RAL9003) ................P/N 51-069-4-175 175°F/79°C Pure White (b) (RA19010)' ................P/N 51-069-3-175 175°F/79°C Natural Brass . . . . . . . . . . . . . . . P/N 51-069-1-175 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Separately Ordered Recessed Escutcheon: Specify: Style 30 Recessed Es- cutcheon with (specify') finish, P/N (specify'). `Refer to Technical Data Sheet TFP770. Concealed Pendent Sprinkler Assembly: Series LFII (TY4234), K=6.9, Resi- dential Concealed Pendent Sprinkler with (specify) temperature rating and without Cover Plate Assembly, P/N (specify). 155°F/68°C ................P/N 51-068-1-155 175°F/79°C ................P/N 51-068-1-175 Separately Ordered Cover Plate Assembly: 139°F/58°C, Cover Plate Assembly having a(specify) finish for the Series LFII (TY4234), K=6.9, Residential Concealed Pendent Sprinkler, P/N (specify). Chrome ....................P/N 56-873-9-135 Signal White (a) (RAL 9003) . . . . . . . . . . . . . . . . P/N 56-873-4-135 Pure White (b) (RAL 9010) ................P/N 56-873-3-135 Custom . . . . . . . . . . . . . . . . . . . P/N 56-873-X-135 (a) Previously known as Bright White. (b) Eastern Hemisphere sales only. Separately Ordered Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. (For pendent sprinklers.) Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001.(Forrecessed pen- dent sprinklers and concealed pen- dent sprinklers.) Copyright OO 2011 Tyco Fire Suppression & Building Products. All rights reserved. �tyco Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Horizontal S►dewall Sprinklers 4.2 K-factor General Description The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII (TY1334) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY1334) has a 4.2 (60,5) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (TY1334) is intended for use in areas with finished walls. It employs a two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed IMPORTANT Always refer to Technical Dafa Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation ofsprinklersystems and com- ponents. Improper handling and in- stallation can permanent/y damage a sprinkler system or ifs compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjust- ment provided by the Recessed Es- cutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY1334) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARN/NGS The Series LFII (TY1334) Residential Horizonta/ Sidewall Sprinklers de- scribed herein must be installed and mainfained in compliance with this documenf, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany otherauthorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owneris responsible formaintain- ing their fire protection system and de- vices in proper operating condition. The installing contracto� or sprinkler manufacturer should be contacted wifh any questions. Sprinkler/Model Identificat►on Number SIN TY1334 JANUARY, 2006 rapid response'� HOME FIRE SPRINKLER SYSTEM .�� ..;° • j� . � A� � � �� ,,� ,�: , �. _ � .-w� � �'^" _ »��e{`'��'� � ��. �� ` �_ � �: � , TFP410 Page 2 of 8 Components: 1 - Frame 2 - Button Assembly 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * * Temperature rating is indicated on top of Deflector. TOP-OF- DEFLECTOR 7/16" (11,1 mm) END-OF- DEFLECTOR BOSS 5 3 2 1 � O � g* q 7/16" (11,1 mm) �—�I � NOMINAL I MAKE-IN CENTERLINE OF WATERWAY �J � 1 /2" N PT 1-5/8„ (41,3 mm) I ESCUTCHEON _ 2-1/4" I PLATE SEATING (57,2 mm)—�1 SURFACE WRENCH FLATS STYLE 20 � RECESSED ESCUTCHEON RECESSED F/GURE 1 SER/ES LFII (TY1334) RESIDENT/AL HOR/ZONTAL S/DEWALL AND RECESSED HORIZONTAL S/DEWALL SPR/NKLERS MOUNTING SURFACE TOP-OF- CLOSURE DEFLECTOR � N1334 a %n s,� (11,1 mm) — 7/16t1/8" (11,1t3,2 mm) FACE OF SPRINKLER FITTING T' 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) � MOUNTING � �I PLATE II END-OF- DEFLECTOR 1/8" BOSS (3,2 mm) 1-3/8" (34,9 mm) 1/2" (12,7 mm) 1-1/8" (28,6 mm) 1/4" (6,4 mm) F/GURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SER/ES LFl1(TY1334) RES/DENT/AL HOR/ZONTAL S/DEWALL SPR/NKLER TFP410 2-7/8" DIA. (73,0 mm) /' WRENCH RECESS � (END "A" USED FOR TY1334) FIGURE 3 W-TYPE 6 SPR/NKLER WRENCH WRENCH RECESS � � PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA F/GURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP410 Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psi��2 (60,5 LPM/bar��2) Temperature Rating: 155°F/68°C or 175°F/79°C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame . . . . . . . . . . . . . . Brass Button . . . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . . Beryllium Nickel w/Teflont Bulb . . . . . . . 3 mm dia. Glass Compression Screw . . . . . Bronze Deflector . . . . . . . . . . . Copper tDupont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residentia/ Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- ab/e to the loca/ Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A, B, C, and D as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. Forsystems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Tables A, B, C, and D for NFPA 13D and 13R as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be instailed with an end-of- deflector-boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top-of-deflector-to-ceil- ing distance is to be within the range (Ref. Table A, B, C, or D) being hy- draulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 16 feet for a 16 ft. x 20 ft. coverage area). Installation The Series LFII (TY1334) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprink/er held horizontally, a small air bubble should be presenf. The diameter of the air bubble is approximate/y 1/16 inch (1,6 mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9, 5 to 19, 0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of forque is to be used to install sprinklers. Higher /evels of torque may distort the sprink/er inlet with consequent leak- age or impairmenf of the sprink/er. Page 3 of 8 Do not attempt to compensate for in- sufficient adjustment in an Escutcheon P/ate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Horizontal Sidewall Sprinklers must be installed in ac- cordance with the following instruc- tions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling with the front edge of the De- flector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Horizontal Sidewall Sprinklers must be installed in accordance with the following in- structions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with theircenterline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the wall has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. (Continued on Page 8) Page 4 of 8 TFP410 ELEVATION Maximum Maximum Coverage Spacing Minimum Flow <<1 and Residual Pressure Area �a� Ft. Width x Length (b> (m) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) (m x m) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) 14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 14.5 psi (1,00 bar) 16.4 psi (1,13 bar) 18.4 psi (1,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 18 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20.5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar) t6 x 20 16 23 GPM (87,1 LPM) 23 GPM (87,1 LPM) 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. (d) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run, must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R WET P/PE HYDRAUL/C DESIGN CRITERIA FOR THE SER/ES LFII (TY1334) RES/DENTIAL HOR/ZONTAL SIDEWALL AND RECESSED HOR/ZONTAL SIDEWALL SPR/NKLERS FOR HOR/ZONTAL CE/L/NG (Maximum 2 Inch Rise for 12 Inch Run) TFP410 Page 5 of 8 12" ELEVATION Minimum Flow (�I and Residual Pressure (I) Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Maximum Maximum Coverage Spacing Area �a1 Ft. Width x Length (bl (m) Ft. x Ft. Top-Of-Deflector-To- Ceiling: Top-Of-Deflector-To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 I 12 GPM (45,4 LPM) I 12 GPM (45,4 LPM) I 13 GPM (49,2 LPM) I 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) 14 x 14 14 [ 14 GPM (53,0 LPM) I 14 GPM (53,0 LPM) [ 17 GPM (64.3 LPM) I 17 GPM (64.3 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 11.1 psi (0,77 bar) 16.4 psi (1,13 bar) 16.4 psi (1,13 bar) 16 x 16 16 I 16 GPM (60,6 LPM) [ 16 GPM (60,6 LPM) I 18 GPM (68,1 LPM) I 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 18 16 I 19 GPM (71,9 LPM) I 19 GPM (71,9 LPM) 1 21 GPM (79,5 LPM) I 21 GPM (79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20.5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar) 16 x 20 16 I 24 GPM (90,8 LPM) I 24 GPM (90,8 LPM) I 26 GPM (98,4 LPM) I 26 GPM (98,4 LPM) (4,9 x 6,1) (4,9) 32.7 psi (2,25 bar) 32.7 psi (2,25 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R WET P/PE HYDRAULIC DESIGN CRITERIA FOR THE SER/ES LFII (TY1334) RES/DENT/AL HORIZONTAL S/DEWALL AND RECESSED HOR/ZONTAL S/DEWALL SPRINKLERS FOR SPR/NKLERS AT THE HIGH POINT OF THE SLOPE AND D/SCHARG/NG DOWN THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 8 Inch Rise for 12 Inch Run) Page 6 of 8 TFP410 12" ELEVATION Minimum Flow <<1 and Residual Pressure (I[) Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum (III) Three sprinkler design when there are more than two sprinklers in a compartment and Coverege Spacing with the sprinklers located along the slope and positioned to discharge across the slope. Area �a� Ft. Width x Length �b1 (m) Ft. x Ft. Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) 155°F/68°C 175°F/79°C 155°F/68°C 175°F/79°C 12 x 12 12 [I 16 GPM (60,6 LPM) 1[ 16 GPM (60,6 LPM) II 18 GPM (68,1 LPM) 1[ 18 GPM (68,1 LPM) (3,7 x 3,7) (3,7) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 14 x 14 14 ❑ 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) ❑ 18 GPM (68,1 LPM) II 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 16 16 I[ 16 GPM (60,6 LPM) II 16 GPM (60,6 LPM) ❑ 18 GPM (68,1 LPM) II 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 18 16 II 22 GPM (83,3 LPM) [I 22 GPM (83,3 LPM) 1[ 22 GPM (83,3 LPM) II 22 GPM (83,3 LPM) (4,9 x 5,5) (4,9) 27.4 psi (1,89 bar) 27.4 psi (1,89 bar) 27.4 psi (1,89 bar) 27.4 psi (1,89 bar) 16 x 20 16 [❑ 23 GPM (87,1 LPM) llI 23 GPM (87,1 LPM) I[I 26 GPM (98,4 LPM) III 26 GPM (98,4 LPM) (4,9 x 6,1) (4,9) 30.0 psi (2,07 bar) 30.0 psi (2,07 bar) 38.3 psi (2,64 bar) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE C NFPA 13D AND NFPA 13R WET P/PE HYDRAULIC DES/GN CR/TERIA FOR THE SERIES LF/l (TY1334) RES/DENTIAL HORIZONTAL S/DEWALL AND RECESSED HOR/ZONTAL S/DEWALL SPRINKLERS FOR SPR/NKLERS LOCATED ALONG A SLOPE AND D/SCHARG/NG ACROSS THE SLOPE (Greater Than 2/nch Rise for 12 Inch Run Up To 4/nch Rise for 12 /nch Run) TFP410 Page 7 of 8 12" ELEVATION Minimum Flow 1�> and Residual Pressure (III) Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area �a1 Ft. Width x Length �b1 (m) Ft. x Ft. Top-0f-Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 755°F/68°C 175°F/79°C 12 x 12 12 III 16 GPM (60,6 LPM) II[ 16 GPM (60,6 LPM) (3,7 x 3,7) (3,7) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 14 x 14 14 II[ 16 GPM (60,6 LPM) [[I 16 GPM (60,6 LPM) (4,3 x 4,3) (4,3) 14.5 psi(1,00 bar) 14.5 psi(1,00 bar) 16 x 16 16 II[ 16 GPM (60,6 LPM) III 16 GPM (60,6 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 16 x 18 16 N/A N/A (4,9 x 5,5) (4,9) 16 x 20 16 N/A N/A (4,9 x 6,1) (4,9) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE D NFPA 13D AND NFPA 13R WET P/PE HYDRAULIC DES/GN CR/TER/A FOR THE SERIES LFlI (TY1334) RES/DENT/AL HORIZONTAL S/DEWALL AND RECESSED HORIZONTAL S/DEWALL SPR/NKLERS FOR SPR/NKLERS LOCATED ALONG A SLOPE AND D/SCHARG/NG ACROSS THE SLOPE (Greater Than 4/nch Rise for 12 Inch Run Up To 8 Inch Rise for 12 /nch Run) Page 8 of 8 Care and Ma►ntenance The Series LFII (TY1334) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escufcheon P/ate may delay the sprinkler operation in a fire sifuation. Before closing a fire profection system main control valve for maintenance work on the fire protection sysfem which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twisUslippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- k/ers are not used for hanging of any objects and that the sprink/e�s are only cleaned by means of gently dusting wifh a feather duster,� otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not a�liated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. ihe foregoing warran y is made in lieu of any and all other warranties ex- nress or implied. including warranties of inerchantability and fitness for a� ticular �{ o� se This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TFP410 Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFII (TY1334), K=4.2, Residen- tial Horizontal Sidewall Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F/68°C or Chrome Plated . . . . . . . . . P/N 51-211-9-155 155°F168°C White Polyester. . . . . . . . . P/N 51-211-4-155 155°F/68°C White (RAL9010)`............ P/N 51-211-3-155 155°F/68°C NaturaiBrass........... P/N 51-211-1-155 175°F/79°C or Chrome Plated ......... P/N 51-211-9-175 175°F/79°C White Polyester. . . . . . . . . PIN 51-211-4-175 175°F/79°C White (RAL9010)`............ P/N 51-211-3-175 175° F/79°C Natural Brass. . . . . . . . . . . P/N 51-211-1-175 'Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec- ify*). 'Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE 8 BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SIZES GLOBE: ANGLE: Flanged ends ❑ 1 1/2" thru 8" (class 150) ❑ 1 1/2" thru 6" (class 300) Threaded ❑ 1 1/2" thru 3" Grooved ❑ 1 1/2", 2", 3", 4" & 6" Flanged ends ❑ 2" thru 6" (class 150) Threaded GfO0V2d TEMPERATURE RATING PILOT SPRING RANGE: MAX. INLET PRESSURE: FEATURES ❑ 2" thru 6" (class 300) ❑ 1 1/2" thru 3" ❑ 2", 3" & 4" (class 300) ❑ water 33°F to 180°F ❑ 30-165 psi ❑ Pressure differentia1,10 psi min. ❑ 300 psi (class 300) ❑ Epoxy Coated, FDA approved ❑ Pilot Assembly • Flow clean strainer (sizes 1 1/2"-3") • "Y" type strainer (sizes 4"-10") • Opening speed control (sizes 1 1/2"-3") • Isolation Valve (sizes 4"-10") MAIN VALVE OPTIONS Size X - Class 150 flange (175 psi max.) T}-I - Threaded ends (400 psi max.) KB - Viton rubber SS - Stainless Steel Seat AN - Angle body D - Check Valve in pilot G - Groove body CS - Cast steel (ASTM A216) main valve body & bonnet DIMENSIONS APPLICATION The Pressure Reducing Valve automatically reduces a higher inlet pressure to a steady lower downstream pressure re- gardless of changing flow rate and/or varying inlet pressure in a fire protection system. This valve's pilot control system is very sensitive to slight downstream pressure fluctuations and will automatically open or close to maintain the desired pressure setting. MATERIALS Main Valve Body & Bonnet Ductile IronASTMA536 Disc Guide & Seat BronzeASTM B 61 Disc Buna-N Rubber Diaphragm Nylon reinforced Buna-N Stem & Spring Stainless Steel UUULC LISTING 3001b Flange 1501b Flange Globe Body Angle Body Size Grooved Groo�ed UL ULC UL ULC UL UL 1 1/2" • • • • z° • • • • • • 21/2" • • • • 3" • • • • • � 4" • • • • • • s° • • • • • s° • • • � o° • • �r � � ; �� ; �.�� - i,l I �� • I� �•�� t � ._►."�.� �a � •��„ .. L �� '' Q. , L.. ��.c��; __ �►, � 1:i1 \' s i i �!I�—. r�� iI �-'�� :�1� �.':-�� II ��.. s�� >� ge 1 of 2 OPERATION The Model ZW109FP utilizes a pressure reducing pilot valve that installs on the discharge side of the control circuitry. The pilot is a direct acting, normally open, spring loaded, diaphragm actuated valve; the spring being adjustable within a 5.5:1 ratio. The operation of the ZW109FP begins with accurately sizing the valve, then fine tuning the control circuit by adjusting the pilot spring to the desired downstream pressure. Inlet pressure is piped to the inlet port of the pressure reducing pilot. Asensing line runs internally from the discharge side of the pilot to its lower control chamber under the diaphragm. Thus, downstream pressure exceeding the preset acts to ciose the pilot while the adjustable spring seeks to keep it open. The result is a modulating action in the pilot that is transmitted to the bonnet of the main valve. This creates a mirror modulation of the diaphragm assembly in the main valve. Downstream pressure is maintained within narrow limits regardless of changing flow rates or varying inlet pressures. FLOW CHARACTERISTICS Valve Size �nches 1 1/2 2 2 1/2 3 4 6 8 10 mm 40 50 65 80 100 150 200 250 Max. Flow Rate (GPM) 160 262 373 576 992 2251 3900 6150 Min. Flow Rate (GPM) 10 15 20 30 50 115 200 300 For basic valves suggested flow calculations are based on flow through Schedule 40 Pipe. Maximum continuous flow is approx. 20 ft./sec (6.1 meters/sec) & maximum intermittent is approx. 25 ft./sec (7.6 meters/sec) and minimum continu- ous flow is approx. 1 ft./sec (0.3 meters/sec). Many factors should be considered in sizing pressure reducing valves including inlet pressure, outlet pressure and flow rates. TYPICAL INSTALLATION Underwriters Laboratories requires the installation of pressure gauges upstream and downstream of the Pressure Reduc- ing Valve. Also, a relief valve of not less than 1/2" in size must be installed on the downstream side of the pressure control valve. Adequate drainage for the relief valve discharge must be provided. UL INSTALLATION SPECIFICATIONS REQUIREMENTS The valve is to be installed in accordance with the standard for installation of sprin- kler systems, NFPA 13. The valve is to be inspected, tested and maintained in accordance with the stan- dard for the inspection, testing and Main- tenance of Water-Based Fire Protection Systems, NFPA 25. MAIN FIRE HEADER ZW109FP ,n, PRESSURE V REDUCING VALVE O O � 10 MODEL P4000 PRESSURE RELIEF VALVE � � � � \ DISTRIBUTION TO EACH FLOOR O O � ZW109FP j� (��j— PRESSURE h� lu��}_ REDUCING VALVE t'�I� MODEL P4000 PRESSURE SPECIFICATIONS RELIEF VALVE The Pressure Reducing Valve shall be a single seated, line pressure operated, diaphragm actuated, pilot controlled, globe or angle valve. The valve shall seal by means of a corrosion-resistant seat and resilient, rectangular seat disc. These and other parts shall be replaceable in the field; all such service and adjustments to be possible without removing the valve from the line. The main valve body shall be Ductile Iron ASTM A 536. The stem of the basic valve shall be guided top and bottom by integral bushings. The basic valve and its pilot control system shall contain no packing glands or stuffing boxes. The diaphragm shall not be used as a seating surface nor shall pistons be used as an operating medium. All internal and external ferrous surfaces shall be coated with a high quality, fusion epoxy coating. The pilot control system shall consist of a two-way, normally open, direct acting, adjustable spring loaded, diaphragm actuated pressure reducing pilot. The pilot control shall be field adjustable from 30 psi to 165 psi; adjustment range not to exceed a 5.5:1 ratio. The Pressure Reducing Valve shall be a WILKINS Model ZW109FP. JOB NAME CONTRACTOR JOB LOCATION ENGINEER Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com INLET PRESSURE GAUGE O O INLET SHUT-OFF DIRECTION OF FLOW � OPERATION OUTLET PRESSURE GAUGE TYp�CAL APPUCATION Typical pressure reducing valve station using two Model ZW 109 in parallel to handle a OUTIETSHUT-OFF wide range of flow rates. Larger Model ZW l09 valve takes care of peak loads and smaller Model ZW109 handles low flows. INLET SHUT-OFF OUTLET SHUT-OFF The Model ZW109 utilizes a pressure reducing pilot valve that installs on the discharge side of the control circuitry. The pilot is a direct acting, normally open, spring loaded, diaphragm actuated valve; the spring being adjustable within a 10:1 ratio. The operation of the ZW l09 begins with accurately sizing the valve, [hen fine tuning the control circuit by adjus[ing the pilot spring to the desired downstream pressure. Inlet pressure is piped to the inlet port of the pressure reducing pilot. A sensing line runs internally from the discharge side of the pilot to its lower control chamber under the diaphragm. Thus, downstream pressure exceeding the preset acts to dose the pilot while the adjustable spring seeks to keep it open. The result is a modulating action in the pilot that is transmitted to the bonnet of the main valve. This creates a mirror modulation of the diaphragm assembly in the main valve. Downstream pressure is maintained within narrow limits regardless of changing flow rates or varying inlet pressures. FLOW CHARACTERISTICS Suggested flow calculations are based on flow through Schedule 40 Pipe. Maximum continuous flow is approx. 20 ft/sec (6.1 meters/sec) & maximum intermittent is approx. 25 ft./sec (7.6 meters/sec) and minimum continuous flow is approx. 1 ft./sec (0.3 meters/sec). inches ll/4 Il/2 2 21/2 3 4 6 S 10 12 Val��e Size mm 3'_' 40 50 65 80 l(10 I50 Z(N) 250 300 Max. Continuous 93 125 210 300 460 800 1800 3100 4900 7000 Suggested Max.Intermittent 120 160 260 370 580 990 ?250 3900 b150 8120 Flow (GPM) Min.Continuous 10 10 IS 20 30 50 Il5 Z00 300 400 Suggested Maz. Continuous 6 8 13 19 29 50 I 13 195 309 441 Flow (Litersl Max. intermittent 7.6 IO.I 16.4 23 37 63 142 246 387 549 sec) Min. Continuous 0.6 0.6 0.9 13 1.9 32 72 13 19 25 CLEARANCE REQUIRED FOR PILOT SYSTEM For valve body dimensions, refer to page 6 Valve Size inches 1 1/4 1 1/2 2 2 1/2 3 4 6 8 10 12 mm 32 40 50 65 80 100 150 200 250 300 XMax. 11.5 11.5 12.5 1275 13 13.25 1575 1725 2025 21J5 Iinchesl Y Mox. 4 4 4 4.5 5 6 8 1025 12 14.25 Iinchesl 2 Max. 6.5 6.5 6.5 7 8 9 9.5 1L5 12.5 14.5 �inchesl _ _ _ _ --i �,0 _Y X Inlet - 0�—�I---o —� - - -Q-- ---� - -� O� Z , I __. __ __ GLOBE • • • •� • C�� • � • • I � X - - _a � Q ANGIE �nlet Functional Data Inches �/a '/z 3/� 1 1�/a 1+/z 2 2�/i 3 4 6 8 10 12 14 16 24 Valve Slze mm. 10 15 20 25 32 40 50 85 80 100 150 200 250 300 350 400 600 Globe Gei./Min. (gpm.) 7.8 6 8.5 13.3 30 32 54 85 115 200 440 770 1245 1725 2300 2940 7655 Cy Pattem Litres/SeC.(VS.) .43 1.44 2.04 3.2 �2 7.7 13 20.4 27.6 48 105.6 184.8 299 414 552 706 1837 FaCtor Angle Gal./Min. (gpm.) - - - 29 61 1 Ol 139 240 541 990 1575 2500' 3060' 4200' - Pattem Litres/Sec. (VS.) - - - - - 7 14.6 24.2 33.4 58 130 238 378 600 734.4 1008 - Equivalant Globe Faet (N.) 25 7 16 23 �9 37 51 53 85 116 211 291 347 467 422 503 628 Length pettern Meters (m.) 7.6 2.2 4.8 7.1 5.7 11.4 15.5 16.0 25.9 35.3 64.2 88.6 105.8 142.4 128.6 153.6 791.6 of Pipe Nnyle Feet(ft.) - - - - - 46 40 37 58 80 139 176 217 222' 238' 247' Pattern Metere (m.) - - 13.9 12.7 11.4 77.8 24.5 42.5 53.6 66.1 67.8 72.7 75.2 - K Globe Pattern 16.3 3.7 5.7 6.1 3.6 5.9 5.6 4.6 6.0 5.9 6.2 6.1 5.8 6.1 5.0 52 4.0 Factor p�9�e Patte�n - - 7.1 4.4 3.3 4.1 4.1 4.1 3.7 3.6 2.9 2.B 2.6 - FI.Oz .12 .34 .34 .70 - - - - - - - - - Liquitl Displaced U.S. Gal. - - - - .02 .02 .03 .04 .OB .17 .53 126 2.5� 4.0 6.5 9.6 29 from Diaphragm Chamber When ml 3.5 10.1 10.1 20.7 75.7 75.7 121 t63 303 643 - - - - - - - Valve Opens Litres - - - - - - - 2.0 4.8 9.5 15.1 24.6 36.2 109.8 Cy Factor Where: Formulas for computing CV Factor, Flow (Q) and Pressure Drop t• P): Cy = U.S. (gpm) � 1 psi differential at 60` F water 2 or Q � �� _(I/s) � 1 bar (14.5 PSIG) differential C�= �-P Q= Cy �P �P= CVI at15°Cwater d = inside pipe diameter of Schedule 40 Steel Pipe (inches) K Factor (Resistance Coefficient) 4 The Value of K is calculated from the fortnula: K= 894 d f = friction factor for clean, new Schedule 40 pipe (U.S. system units) C� Z (dimensionless) (from Cameron Hydraulic Data, Equivalent Length of Pipe 18th Edition) Equivalent lengths of pipe (L) are determined from the formula: L= 12d K= Resistance Coefficient (calculated) (U.S. system units) L= Equivalent Length of Pipe (feet) Fluid Velocity Q= Flow Rate in U.S. (gpm) or (I/s) Fluid veloci can be calculated from the followin formula: V= '4085 � V = Fluid Veloci tY 9 ry(feet per second) or (meters per second) (U.S. system units) d 2 � P= Pressure Drop in (psi) or (bar) Flow Chart (Based on normal flow ihrough a wide open valve) io e .� 6 N LL q I 3 L1, 0 � 2 Ca W � � N 1 N N i1 a 3 5 10 20 30 40 60 80100 200 500 1000 2000 5000 10,000 20,000 Flow Rate - gpm (water) FEBCO � BACKFLOW PREVENTION Characteristics Physical Properties Size ,�2„ 3�4� 1�� 1,�4� 1,�Z„ 2„ Max. Working Pressure 175 PSI (1200 KPa) HydrostaticTest Press. 350 PSI (2400 KPa) Temperature Range 32°F to 140°F (0°C to 60°C) End Connections Threaded ANSI 62.1 Materials Valve Body Bronze Elastomers Silicone Springs Stainless Steel Agency Compliance • ANSI/AWWA Conformance (C511-92) • ASSE Listed (Std. 1013) • CSA • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. .•• :.I • , �� , , �� ' � ��.'�'.■��■■�� ,�� %�� ' � �� 'iaiii�ii�i�i � � � � •• • .� / .-..---.-.-- •' ' ..-. .------ - , ��.�i�� .� :� �1 1 REDUCED PRESSURE ASSEMBLY MODEL 860 ('h" - 2") REDUCED PRESSURE ASSEMBLY Application Health Hazard Options ❑ Wye - Strainer , �� ====�� .� .� :, „ � � �� , �� '�======.: :i� �� .� •� � � :� stallation Recommendations 12" Minimum Clearanr.a FIOW MODEL 860 ('li' - 2") y Outdoor Installation Model 860 ('IZ" - 2") Relief Valve Assembly SIZE ��2 � 3'� � �.. 1'li ' 1'li ' Z•• Check Assembly Dimensions and Weights in / (mm) A B C D 10 (254.00) 1'/2 (38.10) 1'Iz (38.10) 3'/e (79.38) 103/a (273.05) 1'h (38.10) 1'Iz (38.10) 3'/e (79.38) 12'/z (317.50) 1'/a (47.63) 15/e (41.28) 33/e (85.73) 15'/e (403.23) 3 (76.20) 2'/z (63.50) 4'/e (107.95) 163/e (415.93) 3 (76.20) 2'/z (63.50) 4'le (107.95) 175/e (449.94) 3'/z (88.90) 2'/z (63.50) 4'/a (107.95) ITEM DESCRIPTION MATERIALS 1 1.2 1.4 2 22 3 3.1 4 5 5.1 5.2 6 6.1 7 8 9 9.1 11 12 12.1 13 14 SS 15 16 17 17.1 17.2 17.3 18 18.1 182 19 20 21 22 23 60 61 Body Bronze Tailpiece Bronze O-Ring Silicone Cover Bronze O-Ring Silicone Seat Noryl O-Ring Silicone Poppet Noryl Seat Disc Silicone Rubber Disc Retainer Noryl Rnd HD Screw Phillips, 18-8 SS Spring SS Spring SS Guide Noryl Retainer Spacer Noryl Ball Valve Bronze Ball Valve Bronze Test Cock Bronze Seat Ring-RV Noryl Gasket Ring-RV Silicone Rubber Spring-RV SS Seat Disc-RV Silicone Rubbed Diaphragm-RV Rubber/Fabric Outer Diaphragm-RV RubbedFabric Small Piston-RV Noryl Rnd HD Screw Phillips, 18-8 SS Washer 18-8 SS Hex Nut 18-8 SS Cylinder-RV Brass Slip Ring-Cylinder Acetal Slide (Plug) Nylon Cover-RV Bronze O-Ring Silicone Hex HD Capscrew 18-8 SS Large Piston-RV Noryl Guide-RV Noryl Identification Plate Brass Drive Screw Stick SS E 3'Iz (88.90) 3'/z (88.90) 35/e (92.08) 55/a (142.88) 55/e (142.88) 55/e (142.88) NET WT. Ibs I (kg) 5.6 (2.54) 5.8 (2.63) 9.2 (4.18) 20.2 (9.16) 20.6 (9.35) 24.8 (11.26) Note: Dimensions are nominal. Allowances must be made for normal manufacturing tolerances. FEBCO Backflow Prevention P.O. Box 8070 • Fresno, CA 93747-8070 FEBCO is a product of 559 252-0791 • Fax: 559 453-9030 • FEBCOonline.com SPX VALVES 8� CONTROLS SS860SM IX3�D2 Copynght2002CMBlndustries,lnc. ISO �IOO1 CCfI1fICd tyco Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Figure 513D �13D) rapid response'J HOME FIRE SPRINKLER SYSTEM and 513D/R (13D/Rj Riser Manifolds 1, 1-1f2, and 21nch �DN25, DN40, and DN50� For NFPA 13D/13R Residential Sprinkler Systems General Description The Riser Manifolds described in this technical data sheet provide the nec- essary waterflow alarm, pressure gauge, and drain equipment in a single assembly for use in NFPA 13D or 13R residential sprinkler systems as fol- lows: NFPA13D • Figure 513D (13D) 1 Inch (DN25) Female Thread x Female Thread NFPA 13D/13R • Figure 513D/R (13D/R) 1-1/2 Inch (DN40) Male Thread x Female Thread Male Thread x Male Thread • Figure 513D/R (13D/R) 2 Inch (DN50) Groove x Groove Male Thread x Groove The variety of sizes and end connec- tions allow cost effective and easy transition to check valves, control valves, and system piping. The Riser Manifolds may be installed in either the horizontal (flow switch on top) or verti- cal (flow going up). WARNING The Riser Manifolds described herein must be installed and maintained in compliance wifh this document, as well as with the applicable standards of fhe National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire profection system and de- vices in proper operafing condition. The installing contracfor or sprinkler manufacturer should be contacted with any questions. Technical Da ta Approvals The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds with a cover tamper switch for the waterflow alarm switch are UL Listed, ULC Listed, and FM Approved. The Figure 513D (13D) and 513D/R (13D/R) Riser Manifolds without a cover tamper switch for the waterflow alarm switch are UL Listed and FM Approved. Maximum Working Pressure 175 psi (12,1 bar) Assembly The manifold body of the Figure 513 is ductile iron, whereas the manifold body of the Figure 13 is cast iron. The two assemblies are completely inter- changeable in function, application, and end-to-end laying length. Finish Red painted. Installation The Riser Manifolds may be installed in either the horizontal (flow switch on top) or vertical (flow going up). The inlet of the Riser Manifold may be di- rectly connected to a shut-off control valve. NOTES (1) Where applicable pipe thread sea/ant is to be applied sparingly. Use ofa non-hardening pipe thread sea/ant is recommended. (2) Provisions for an a/arm test Flow must be made. The a/arm test flow is to be through an orifice having a flow capacity equal to or smaller than the smallest orifice sprinklerin the system. One of two options can be considered. The first option is fo temporarily install a test orifice in the outlet of the drain line prior fo performing the alarm test. The second option is to install an In- spector's Test Connection down- stream ofthe WaterflowAlarm Switch. (3) Never remove any piping compo- nent nor correct or modify any piping deficiencies without first depressuriz- ing and draining the sysfem. Step 1. Install the manifold body with the flow arrow pointing in the down- stream position using threaded con- nections and/or listed mechanical grooved connections, as applicable. Step 2. Connect the drain line, and then close the drain valve. Step 3. Refer to Figure 4 for wiring guidance. All wiring must be per- formed in accordance with the Author- ity Having Jurisdiction and/or the Na- tional Electrical Code. Step 4. Place the system in service by filling the system with water. When fill- ing the system, partially open the con- trol valve to slowly fill the system. Fill- ing the system slowly will help avoid damaging the waterflow alarm switch. After the system is fully pressurized, completely open the control valve. Step 5. Secure all supply valves open. Page 1 of 6 APRIL, 2006 TFP960 Page 2 oi 6 N0. DESCRIPTtON QTY. P/N 1 1" Manifold Body, Female x Female NPT. .. t N/A 2 WaterflowAlarm Switch: VSR-SF modified with Paddle, UUFM . . . . . . . . 1 971-096-01 VSR-SF modified with Paddle and Cover Tamper Switch, ULC/FM. ... . .. . 1 976519-01 3 200 psi/1400 kPa Waler Pressure Gauge .. 1 2343 NOTES: 1. Approximate weighl, 7.5 Ibs. (3,4 kg). 2. ULC Listed Manifolds are equipped with Cover Tamper Switches instalted internal to the WalerflowAlarm Switches. 3. CH: Common Hardware 9-3/4" (247,7 mm) 3-t/2" (88,9 mm) 1 3 � Watertlow � � 3-5/8" (92,1, mm) 2 � �'--' 2-7/8" � (73,0 mm) 3/4" NPT Drain Valve � 4-1/2" (Normally Closed) (114,3 mm) 10" (254,0 mm) F/GURE 1 1/NCH (DN25) R/SER MAN/FOLD ASSEMBLYAND DIMENS/ONS N0. DESCRIPTION QTY. P/N 1 1-1/2" Man'rfold Body, Male x Female NPT ..... 1 N/A Male x Male NPT ....... 1 N/A 2 Waterflow Alartn Switch: VSR-SF mod�ed with Paddle, UUFM. . .. .. . . . 1 971-096-00 VSR-SF mod�ed with Paddle and Cover Tamper Switch, ULC/FM.. . .. .. . 1 976-519-02 3 300 psi/2000 kPa Water Pressure Gauge .. 1 2341 NOTES: 1. Approximate weight, 8.7 Ibs. (3,9 kg). 2. ULC Listed Manifolds are equipped with Cover Tamper Switches installed intemal to the Watertiow Alartn Switches. 3. CH: Common Hardware � � ��I' � �� 3 113/8" 38,9 mm) �— iii� 11-1/8" (282,6 mm) Male x Male NPT Manifold F/GURE 2 1-1/2 INCH (DN40) RISER MAN/FOLD ASSEMBLYAND DIMENSIONS TFP960 � 41 /2" (114,3 mm) 2-1/8" (54,0 mm) TFP960 NO. DESCRIPTION QTY. P/N 2" Manifold Body, Groove x Groove . . . . . . . 1 Male NPT x Groove ..... 1 WateAlow Alartn Switch: VSC with Paddie, UL/FM ............... 1 VSC with Paddle and Cover Tamper Switch, ULC/FM . . . . . . . . . . . . . . 1 300 psi12000 kPa Water Pressure Gauge . . 1 N/A N/A 97Cr357-01 976-520-01 2341 NOTES: 1. Approximate weight, 11.0 Ibs. (5,0 kg). 2. ULC Listed Man'rfolds are equipped with Cover Tamper Switches installed intemal to the Waterflow Alartn Swilches. 3. CH: Common Hardware � 3-1/2" B, �mm) 3 1 12" (304,8 mm) � F/GURE 3, 2 INCH (DN50J R/SER MANIFOLD ASSEMBLY AND D/MENS/ONS Care and Maintenance The following inspection procedure must be performed as indicated, in ad- dition to any specific requirements of the NFPA, and any impairment must be immediately corrected. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES No attempt is to be made to repair any Riser Manifold component in the field. Only the pressure gauge or waterflow a/arm switch can be replaced. If any other problems are encounte�ed the entire risermanifold must be rep/aced. The flow and a/arm test procedure will 13" (330,2 mm) Groove x Groove, Male NPT x Groove result in operafion of the associated alarms. Consequent/y, notification mustbe given to the ownerand the fire department, central station, or ofher signal station to which the alarms are connected, and notification must be given to the building occupants. Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protecfion sys- tem that it controls, permission to shut down the effected fire protection sys- tem must first be obtained from the proper authorities and alI personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper aufhorities and advise those responsible formoni- toring proprietary and/or central sta- tion alarms. Flow Test Procedure Step 1. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 2. Verify that the residual (flow- ing) pressure indicated by the pres- sure gauge is no less that originally recorded for the system when it was first installed. Step 3. Close the drain valve. Step 4. Verify that the static (not flow- ing) pressure indicated by the pres- sure gauge is no less that originally Page 3 of 6 Optionally Grooved or Male NPT Supply End Connedion � 4-1/2" (114,3 mm) 2-1/4" (57,2 mm) recorded for the system when it was first installed. Alarm Test Procedure With A Test Orifice (See Installation Note 2) Step 1. Temporarily install a test ori- fice in the drain line outlet. Step 2. Fully open the drain valve. Make certain that drainage water will not cause any damage or injury. Step 3. Verify operation of the associ- ated alarms. Step 3. Close the drain valve. Step 4. Remove the test orifice from the drain line outlet. Alarm Test Procedure With An Inspector's Test Connection (See Installation Note 2) Step 1. Fully open the Inspector's Test Connection Valve. Make certain that drainage water will not cause any dam- age or injury. Step 2. Verify operation of the associ- ated alarms. Step 3. Close the inspector's Test Connection Valve. Page 4 of 6 UNINSULATED LOOPED SECTION SINGLE CONDUCTOR CLAMPING � PLATE TERMINAL �i IMPROPER CONNECTION METHOD CONTACTS . . . . . . . . . . SPDT (Fortn C) CONTACT RATING .... SA � 125 VAC 2.5A � 30 VDC NO • � NC COM NO FLOW CONDITION WAT SWITCH TERMINAL CONNECTIONS CLAMPING CAUTION: PLATE An uninsulated sedion of a TERMINAL single condudor is not pertnitted to be looped around � the terminal and serve as two separate connedions. The wire must be severed to serve as two separate connections, thereby providing supervision of the connection in the event that the wire becomes dislodged from the terminal. ERFLOW SWITCH TYPICAL ELECTRICA CONNECT LOCAL SIGNAL DEVICE NO NC COM POWER NON-SUPERVISED CIRCUIT � .�.,�-.,r. SEVERED STRIPPED ENDS OUTGOING PROPER CONNECTION METHOD ONS END OF LINE RESISTOR NC NO COM CONTROL PANEL STYLE B/CLASS B SUPERVISED CIRCUIT (SEE NOTE) NOTE: For supervised circuits, see "Switch Terminal Connections" above. The Watertlow Alarm Switch has two switches, one can be used to operate a central station, proprietary or remove signaling unit, whiie the other contact is used to operate a local audible or visual annunciator. COVER TAMPER SWITCH (ULC ASSEMBLIES ONLY) CONTACTS .......... SPDT(Form C) CONTACT RATING . . . . 3A (51250 VAC SA � 125 VAC 1 mA � 5 VDC min. NO � • NC COM CONTACTS SHOWN WITH COVER IN PLACE F/GURE 4 W/R/NG GUIDANCE TFP960 TE ORS NCOMING TFP960 L►mited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- S@f1t8tIVQS. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- nress or im�lied. including warranties of inerchantability and fitness for a� ticular �{� This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Information Riser Manifold: Specify; Size (specify), Figure (specify 513D or 513D/R, (specify connection type inlet x outlet) Riser Manifold (specify - without or with) a cover tam- per switch for the waterflow alarm switch, P/N (specify). NOTES Orders for Figure 513D or 513D/R may be filled with a Figure 13D or 13D/R, respectively. The two assemblies are completely interchangeable in func- tion, application, and end-to-end /ay- ing length. If a ULC Listing is required, the Riser Manifold must be ordered with a cover tamper switch for the waterflow a/arm swifch. UL/ULCIFM Assemblies With Cover Tamper Switch 1 Inch (DN25) FT x FT ............... P/N 4085 1-1/2 Inch (DN40) MT x FT . . . . . . . . . . . . . . P/N 4088 1-1/2 Inch (DN40) MT x MT . . . . . . . . . . . . . . P/N 4089 2 Inch (DN50) G x G ................ P/N 4093 2 Inch (DN50) MT x G . . . . . . . . . . . . . . . PIN 4094 UL/FM Assemblies Without Cover Tamper Switch 1 Inch (DN25) FT x FT . . . . . . . . . . . . . . . P/N 4047 1-t/2 Inch (DN40) MT x FT . . . . . . . . . . . . . . P/N 4057 1-t/2 Inch (DN40) MT x MT . . . . . . . . . . . . . . P/N 4058 2 Inch (DN50) G x G ................ P/N 4059 2 Inch (DN50) MT x G . . . . . . . . . . . . . . . P/N 4064 Replacement Parts: Specify: (description) for use with Fig- ure 513D, 513D/R, 13D, or 13D/R Riser Manifold, P/N (Ref. Figure 1, 2 or 2, as applicable). Page 5 of 6 Page 6 of 6 TYCO FIRE 8 BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP960 3 i_ 1, _°°ti�.�' yk. �� Ill��m` ��3 P1500 1:ki....,:P.:.R �.��'.. sy `. ��""V ro q , �'F' ��, u ' � P1520 P1550 FEATURES Sizes: ❑ 1/2" ❑ 3/4" Maximum working water pressure 175 PSI Maximum working water temperature 210°F Hydrostatic test pressure 175 PSI Threaded connections (MNPT x FNPT) ANSI 61.20.1 (Available 1/2" FNPT outlet only) OPTIONS ❑ P1500 - calibrated adjustments from 25 to 175 psi ❑ P1520 - with 50, 75, 100 and 125 psi relief settings ❑ P1550 - with 75 psi and 125 psi reliefsetting (imported) ACCESSORIES ❑ Water HammerArrester (Model 1250) ❑ Water Pressure Reducing Valve (Model BR4) ❑ Vacuum Relief Valve (Model VR10) � / A \ � B �-C P1500 DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on cold water service lines as a means of protection against excessive pressure buildup. These devices are for pressure only and should be used in conjunction with other temperature limiting devices. Also suit- able for static relief, low capacity pump relief, passive solar, thermal expansion relief and other similar uses in commer- cial and industrial applications. MATERIALS Main valve body Access covers Internals Elastomers Springs � ��A \ B �~-C P1520 Cast Bronze Brass Stainless Steel Brass Silicone Buna Nitrile Stainless steel _ /� = 4 b -i- A (-C P1550 MODEL SIZE PRESSURE RANGE A DIMENSION B(approximate) C WEIGHT in. mm psi kpa in. mm in. mm in. mm Ibs. kg. P 1500 1/2 15 25 to 175 170 to 1200 3 3/8 86 1 1/4 32 1 25 1/2 0.20 P 1500 3/4 20 25 to 175 170 to 1200 3 3/8 86 1 1/4 32 1 25 1/2 0.20 P 1520 1/2 15 50 to 125 340 to 860 2 1/2 64 1 1/4 32 1 25 1/2 0.20 P1520 3/4 20 50 to 125 340 to 860 2 1/2 64 1 1/4 32 1 25 1/2 0.20 P 1550 1/2 15 75 & 125 515 & 860 2 5/ 16 59 1 1/4 32 7/8 22 1/2 0. 20 P 1550 3/4 20 75 & 125 515 & 860 2 5/ 16 59 1 1/4 32 7/8 22 1/2 0.20 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted in accor- dance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Assembly shall be installed with adequate drain and sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged or where relief valve discharge could cause damage. VACUUM PRESSURE RELIEF RELIEF VALVE VALVE (MODEL 1550) INLET � _ _ OUTLET STORAGE TANK NPICAL INSTALLATION PRESSURE RELIEF VALVE (MODEL 1550) U � DRAIN PUMP INLET SPECIFICATIONS tr� � � � ► INLET WATER PRESSURE REDUCING VALVE a L � PRESSURE RELIEF VALVE (MODEL1520) STORAGE TANK OUTLET ( INLET � LOW CAPACITY �\ PUMP (10 GPM) �/ TYPICAL INSTALLATION TYPICAL INSTALLATION PRESSURE RELIEF VALVE (MODEL 1500) OUTLET TO DRAIN 0 TYPICAL INSTALLATION O The Pressure Relief Valve shall consist of a bronze body, and an internally-loaded "poppeY' type pressure sensing member. The main body shall have a male pipe thread on the inlet and a female pipe thread on the outlet. The Pressure Relief Valve shall be a WILKINS Model P1500, P1520 or P1550. Page 2 of 2 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com � � � All of the advantages found in copper as a metal have been capitalized to the utmost in the manufacture of NIBCO Fittings. Because of the accuracy of construction and design, copper plumbing is more efficient and less expensive. NIBCO manufactures nine general types of fittings: Wrot Pressure; Cast Pressure; Wrot Drainage; Cast Drainage; Flanges; Flared Tube; Threaded Bronze; Insert Fittings for PEX; Barbed Insert Fittings for Polybutylene. Each has its particular place and use and each offers its own advantages when used for the proper service requirement. ALLOY AND FINISH — NIBCO Fittings are made from highest quality raw materials available — Cast Fittings are made from Copper Alloy C84400 which consists of 81 % Copper, 7% Lead, 3°/o Tin, and 9% Zinc per ASTM Specification 6584. Wrot Copper Fittings are made from commercially pure copper mill products per ASTM Specifications B75 Alloy C12200. NIBCO fittings are produced to meet requirements of applicable standards wherever practicable. NIBCO brand wrot and cast fittings are manufactured in the U.S.A, and Mexico. The manufacturing plants at South Glens Falls, NY, Stuarts Draft, VA, Nacogdoches, TX and Reynosa, Mexico are registered to ISO 9002 quality standards. Following is suggested phrasing to be incorporated in your specifications or bills of material for Copper Tube Fittings. WROT SOLDER JOINT FITTINGS —"Wrot Solder Joint fittings shall be produced to one of the following specifications: 1. Material and workmanship shall be in accordance with ASME/ANSI 616.22; Wrought Copper and Copper Alloy Solder Joint Pressure Fittings," 2. The dimensional, material and workmanship shall dimensions of Federal Specifications WW-F-406 or meet the requirements of MSS SP-104; Wrought ASME Std. 616.24. Copper Solder Joint Pressure Fittings." CLASS 125 — Material, workmanship and 3. The dimensional, material and workmanship of tlimensions of flanges shall be in accordance with 5"-12" copper fittings shall meet the requirements MSS SP-106. of MSS SP-109 "Welded Fabricated Copper Solder CAST BRONZE THREADED FITTINGS — Joint Pressure Fittings." "Cast Bronze Threaded Fittings shall be in accordance 4. Certified to ANSI/NSF 61. with ANSI/ASME 616.15." CAST COPPER ALLOY SOLDER JOINT FITTINGS — "Cast Copper Alloy Solder Joint Fittings shall be in accordance with ANSI Std. 616.1 g.,, WROT DRAINAGE FITTINGS — "Wrot Drainage Fittings shall be in accordance with ASME/ANSI Std. B16.29.,, CAST COPPER ALLOY SOLDER JOINT DRAINAGE FITTINGS —"Cast Copper Alloy Solder Joint Drainage Fittings shall be in accordance with ASME Std. 616.23.,, CAST COPPER ALLOY fLARED TUBE FITTINGS —"Cast Copper Alloy Flared Tube Fittings shall be in accor- dance with ASME/ANSI Std. 616.26. CAST COPPER ALLOY FLANGES AND FLANGED FITTINGS— CLASS 150 — Cast Copper Alloy Flanges and Flanged Fittings shall meet the requirements of MSS SP-106 and/or the workmanship and POLYBUTYLENE COPPER INSERT TYPE VALVES AND FITTINGS —"Wrot Copper Insert fittings shall be manufactured per the foliowing specifications: MSS SP-103 or ASTM f1380." NIBCO Copper Tube Fittings are all produced to above Standards. To simplify, write your specifications to read: "Copper Tube Fittings to be in accordance with specifications as outlined in NIBCO Catalog c-cf-0602." WROT COPPER MEDICAL MEDICAL GAS SYSTEM COMPONENTS — Wrot copper fittings that are to be installed in medical gas applications shall be prepared in accordance with NFPA 99, Health Care Facilities Gas and Vacuum Systems and the Compressed Gas Association, Pamphlet G4.1. Packaging shail be atlequately protective and include labeling that identifies the preparer and states that the product has been cleanetl and bagged for oxygen or med gas service. For technical information and dimensions refer to the engineering section contained in this catalog. �NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 � TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: .1.514.295.3455 www.nibco.com ■ ■ TYPES OF JOINTS flared Joint The principl� ot the tlared join� was first developetl for copper tube plumbing in 1928 by NIBCO. The flared type joint is wholly a mechanical means of joining copper tubes. The tube nut is piaced over the end of the copper tube to be joined; the tube end then is flared out at an approximate 45 degree angle by a flaring tool. The flared end is then drawn up by the tube nut so the insitle surface is tightly secured against the ball seat of the fitting. This joint can be readily dismantled at any time and is, in effect, a type of union connection. Its use is generally restricted to soft (annealed) copper tubes since hard drawn tubes would be subject to splitting when flared (if the ends were not previously annealed). The flared ends of NIBCO Flared Fittings are produced to the requirements of ASME 616.26, "Cast Copper Alloy Fittings for Flared Copper Tube." Solder Joint — NIBCO pioneered the development of the solder joint and its application to the field of copper tube piping. Today the solder joint is widely atlopted, as evidenced by the majority of cities and states that have written codes to inclutle copper tube and solder joints as tlesirable for general plumbing, water lines, vent, stack, waste antl tlrain lines, as well as other uses in industry. Testing has shown that often the solder joint has greater strength than the tubes being joined, depending upon the soldering alloy selected. While the method of preparing a solder joint is an exacting art to insure a full strength joint, it can be readily mastered by skilled tradesmen. It is for this reason — to insure the public of the protection afforded by properly prepared join[s — that NIBCO products are marketed through the reputable sources of supply to the piping trades. Important procetlures for preparing a solder joint are graphically illustrated in this catalog on page 95. Brazed Joint — This type of joint has long been used wherever and whenever critical situations have been encountered in copper piping. The joint itself is completed much in the same manner as the solder joint; however, considerably more heat and several refinements of technique require separate procedures that are described further in this catalog on pages 96-97. Threaded Ends — To adapt copper tube to equipment having National Standard Pipe Taper (NPT) threads or to add copper tube to existing iron pipe installations or other threaded connections, NIBCO provides fittings having both external antl internal NPT threads. These threaded ends are produced to the requirements of ASME 61.20.1, "Pipe Threads, General Purpose (Inch)." Flanges — To adapt copper tube to equipment having flanged 42 connections, or to add copper tube to flanged pipe installations or other purposes, NIBCO provides flanges. The flanges are produced in two standard types widely usetl in this field where copper tube can serve — Class 150, comply with ASME B16.24, "Cast Copper Alloy Pipe Flanges antl Flangetl Fittings Class 150, 300, 400, 600, 900, 1500 and 2500"; and Class 125, which conform to MSS SP 106, "Cast Copper Alloy Flanges and Flanged Fittings Class 125, 150 and 300." Barbed Insert Fittings for Polybutylene (PB) — NIBCO offers a complete line of copper barbed insert fittings for joining PB tube. The insert fittings are produced to the requirements of ASTM f 1380. Along with the insert fittings are copper crimp rings, which, when properly installetl, provide a leak-tight mechanical joint. Transition fittings are available for adapting to new or existing threaded or solder joint ends. Barbed Insert fittings for PEX — NIBCO offers a complete line of copper barbed insert fittings for joining PEX tube. The insert fittings are produced to the requirements of ASTM F 1807. Along with the insert fittings are copper crimp rings, which, when properly installed, provide a leak-tight mechanical joint. Transition fittings are available for adapting to new or existing threaded or solder joint ends. Fitting Terms and Abbreviations C Female solder cup Ftg Male solder end F Female NPT thread M Male NPT thread Hose Standard hose thread Hub Female end for soil pipe Spigot Male end for soil pipe No Hub Used with mechanical coupling O.D. Tube Actual tube outside diameter S Straight thread SJ Slip joint FL Flared NIBCO INC. WOR�D HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICfS PH: 1.888.446.4226 • FAX 1,800.234.0551 • INTERNATIONAI SERVICF PH: �1.574.295.3221 • FAX: .1.574.295.3455 www.nibco.com Co er Tube Fittin s continued pp g 1. Soldering Clearance (between the outsitle of the tube antl the insitle diameter of the solder cup) and the Depth of the Solder Cup (into which the tube is inserted). No�ninal Maximuin Mfnimum Maxlmum Size I D. of O.D. of Clearance of Fitting Fittinq iube for Solderinq (Inches) Inch (mm) Inch (mm) Inch (mm} 1/4 0.381 (966) 0374 (9.50) 0.007 (018) _ - - ----........-- 3/8 0.506 (12.85) 0,499 (12.67) 0,007 (0.18) 1/2 0.631 (16.03) 0.622 (15.85) 0.009 (0.18) _.- ____.__ 5/8 0.756 (19.20) 0.749 (19.02) 0.007 (0.18) 3/4 0.881 (22.38) 0.872 (22.20) 0.009 (0.18) 1 1.132 (28.75) 1.123 (28.54) 0.008 (0116) 11/4 1.382 (35.10) 1.373 (3488) 0.008 (0.216) 11/2 1.633 (41.48) 1.623 (41.22) 0.010 (0.25) 2 2.133 (54.18) 2.123 (53.92) 0.010 (0.25) 21/2 2.633 (66.88) 2.623 (66.62) 0.010 (0.25) 3 3.133 (79.58) 3.123 (79.32) 0.010 (025) 31/2 3.633 (92.28) 3.623 (92.02) 0.010 (0.25) 4 4.133 (104.98) 4.123 (104.72) 0.010 (0.25) 5 5133 (130.38) 5123 (130.12) 0.010 (0.25) 6 6.133 (155.78) 6.123 (155.52) 0.010 (015) Depm of Solder Cup Inch 0.31 0.38 0.50 0 62 OJ5 0,91 0.97 1.09 1.34 1.47 1.66 1.91 2.16 2.66 3.09 (7.9) (9.7) (12.7) (15]) (19.1) (23 1) (24.6) (34 0) (37.3) (42 2) (48 5) (54.9) (67.6) (78.5) The National Bureau of Standards Report BMS58, "Strength of Soft-Soldered Joints in Copper Tubing," reporting on tests conducted with �/�-inch Nbing and fitting, says "When Ihe clearance is greater Ihan 0.010 inch (0.25 mm�, there is difficulty in fillinq thejoint properly." 2. Depth of Solder Penetration drastically affects the breaking load of the joint. When there is too great a soldering clearance, there is no capillary flow to assure complete solder penetration. As shown in the chart below, the holding power of the 3/a-inch joint is directly proportional to the depth of solder penetration. For example: If you get only one-third penetration, you get approximately one-third the strength neetled to assure complete satisfaction. Chart 2- Type K'!+" Tubing i __. _ I ( ,� � �� I k' � Solder penetration of one third [he cup dep[h - breaking load, approximately 2,1001b. (955 kg) 44 � t� � � � I �,,��X I Solder peneVa[ion of the entire cup depth - breaking load approximately 7,000 Ib. (3175 kg) : ixx � t5k^ Y � a.a�u � � J b.QN i i272fd � �,ua7 m �tat�p 2oG4 r�or� 0 o qs o, oc, ue ro a� ;51 IIBI i?5+ fiYJi RS! �aiOV DEPTH Of BORE. INCHfS (mm! It is apparent that al I of the scientific apparatus used to test tube and fittings, according to the dimensions indicated in Char[ 1, would be impractical to use on the job. It is therefore essential that you install tube and fittings manufactured by companies known to be dedicated to the highest quality control standards. Should you encounter a condition where there is difficulty in filling the joint properly, NIBCO will analyze the trouble without charge. Just sentl six inches of the tube, along with the fitting and our technicians will provide you with an authoritative report. U.S. customary units in this daument are the standard; the metric units are provided for reference only. ihe values stated in each system are not exact equivalents. NIBCO INC. WORLD HEADQUARTFRS • 1516 MIDDLEBURY ST. • EIKHART, IN 46516-4740 • USA • PH: 1.800234.0227 TECH SERVICES PH: 1.888.446A226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com Copper Water For Es[imating Purposes Tube Size Brazing° Flller Required Torch Tip Acerylene Consumptlon Oxygen Pressure (Approx.) (In Inches) Inches (mm) Drill Size No. C.F.H. (C.M.H.) P51 (kPa) 1/4 0.25" (6.4) 54 15.9 (0.5) 4 (27) _.... - _.._..-_._... . 3/8 0.38a (9.7) 54 15.9 (0.5) 4 (27) - ----._._.__. ._.._._.._._ 1/2 0.50 (12.7) 51 24.8 (0.7) 5 (34) - ----....---.._.._......._.....---- - 518 0.62 (15.7) 51 24.8 (0.7) 5 (34) _ _..._....__.......____ ___ _ 3/4 100 (25.0) 51 24.8 (0.7) 5 (34) -- ---....._._.__..._.........--- ___.._....... -- 1 1.60 (41.0) 48 31.6 (0.9) 6 (41) - ---- - -.._.._ .....- -- - -...._.._ 11/4 2.00 (51.0) 48 31.6 (0.9) 6 (41) 11/2------2.60 (66.0) --44 38.7 _ (1.1) 7 (48) -- - -- -_--- - - - ----..._ 2 4.40 (112.0) 40 60.0 (1.7) 7 (48) --- ._........__ __...._.._ ..... .............. --------- - -- -- ---...---- 21/2 5.90 (150.0) 40 60.0 (1.7) 7 (48) --.._...._...._ - ---- - -- --._._ ._... 3 7.90 (200.0) 35 70.0 (2.0) 7'/z (52) 31/2 10.50 (207.0) 35 70.0 (2.0) 7'/z (52) 4 13.50 (343.0) 30 88.5 (2.5) 9 (62) 5 20.50 (521.0) 30 88.5 (2.5) 9 (62) 6 28.50 (724.0) 30 88.5 (2.5) 9 (62) ° Approximate consumption when brazing one cup of [he fit[ing. Ac[ual consump[ion depends on workmanship. For filler sizes shown, one pound of filler alloy provides 1,068 inches (27.13 mm) of'1,e inch wire or 475 inches (12,065 mm) of'/,z-inch wire. °1/r-inr.h (1 59 mm) diameter wlre; all other is'h -inch (2.38 mm) diameter. Nom Size Jolnt Salder Required, LB (kg) (In Inches) General Use Drainage Use 1 /4 0.097 - _ ....................----- ... --- -- 3/S 0.159 - --- 1/2 - ---0.261 --- -- _-- ------ -_ ----- - 5/8 0.389 - --..__...._..__._..__...--. -.- - 3/4 0.548 - 1 0.856 - 11/4 1.115 1.2 (0.5) 11/2 1.480 1.4 (0.6) 2 2.380 1.5 (0.7) _... ----.._- -...---- 21/2 3.225 - 3 4.335 2.8 (1.3) 31/2 5.786 - 4 7.446 4.2 (1.9) 5 11.392 - 6 15.815 - 8 26.955 - Soltler requiremen[s in this table are based on estimate of weigh[ of solder used to prepare 100 soltlerjoints of size, shown, Two (2) ounces (0.06 kg) of solder flux will be required for each pound (0.45 kg) of solder. U.S. customary units in this document are the standard the metric units are provided for reference only. The values stated in each system are not exact equivalents. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: .1.574.295.3455 www.nibco.com Acetylene Pressure (Approz.) PSI (kPa) 4 (27) 4 (27) 5 (34) 5 (34) 5 (34) 6 1411 6 7 7 7 7'/z 7'/z 9 9 9 45 Co er Tube Fittin s continued pp g Joining Material Alloy Sn50 50-SO Tin-Lead solder �Notes (2), (3)J Alloy Sb5 95 5 Tin-An[imony solder [Note (41j Alloy E Alloy HB (Note (6)J Joining materials at or above 593°C (Note (7)] Working Temperature °F °C 100 38 150 66 ---_ _ — - 200 93 _ .............---- -- 250 121 100 ....__......._... 38 150 66 __...._.._...--- —... 200 93 250 _...__....._�Z�_ 100 38 --._....._...-- 150 66 200 93 250 121 150 66 200 93 250 121 '/y" though 1 PSI BAR zoo (14) _1_50 —�10) 100 (7) 1090 "" 625°"' 505"" 270 ��Qimi 475i�u 375 320 M,��i��-�r Gauq .ar�u�q P�essure for S[ar�a�ra Water I�be 5ites �Nu[e (1)] 1'/;' through 2" PSI BAR 175 (12) 125---(9) 90 I61 850 's' 485°" 395 ""' 210 555"'M 370 "'' 290 250 2'/z" Ihrough 4 PSI BAR 150 (10) 100 (7)_ —..._......._._ 75 (5) 705's' 405°°' 325"�' 175 460°01 305P01 24�"" 205 670'"' Saturated Steam 5° through 8" 10" to 12" LB (kg) PSI BAR PSI BAR All Sizes 135 (9) 100 (6) 90 _(6) 70 (S) 15 - 70 -- (5) 50 (3) 45 3 40 3 660'"' (46) 340 (23) _ s�s�� (zs) _ zao (is) �s 30S'°' (21) 230 1161 430"°' (30) 320 (22) 285°" (20)_ 215 (15)__ 15 225"° -(16) 170 (12) 195 (13) 145 (9) 625'�' (43) 340 (23) 430"�' (30) 320 (22) 15 265"' (18) 200 (14) 260"„ (18) 195 (13) Pressure-temperature ratings consistent with the materials and procedures employed. GENERAL NOTE: For extremely low working temperatures in the 0°F ro 200`F range, it is recommended that ajoint material melting at or above 1000°F be employed �see Note (5�j. NOTES: (1) Standard water mbe sizes per ASTM B 88 (2) ASTM B 32 Alloy Grade Sn50 (3) The Safe Drinking Water Act Amendment of 1986 prohibits the use of any solder having a lead content in excess of 0.2% in potable water systems. (4) ASTM B 32 Alloy Grade Sb5 (5) ASTM B 32 Alloy Grade E (6) ASTM B 32 Alloy Grade HB (7) Thesejoining materials are defined as brazing al/oys by the American Welding Saiety. (6) The solder joint exceetls the strength of Types K, L& M tube in drawn and annealed tempers. (9) The solderjoint exceeds the strength of Types L& M tube in drawn temper and Type K tube in annealed temper. (10) The solderjoint exceeds the strength of Type M tube in drawn [emper and Types L& K In annealPd temper. (11) The soltlerjoint exreeds [he strength of Type L[ube in annealed [cn�pr.r. RATED INTERNAL WORKING PRESSURES OF JOINTS MADE WITH FLARED FITTINGS AND COPPER WATER TUBE 1, � 11 6:1 46 No�r�i�,a� size �oi-t (In Inches) 3/8, U2, 3/4, 1 73 140 180 200 � Pressure, PSI (BAR) _ 200 (14) 160 (11) 100 (7) ------80 (5) — U.S. customary uni[s in this document are the standard; the metric units are provided for reference only. ihe values stated in each system are not exact equivalents. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TFCH SERVICES PH: 1.888.446.4226 • FAX 1.800.234.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com Nominal Water lube Size (In hiches) 1/4 3/S 1 /2 5/8 3/4 1 1 1 /4 1 1/2 2 -20` [0100'F (-29° to 38'C) 912 (62) 779 (54) 722 (50) 631 (43) 582 (40) 494 (34) -- ..............--- 439 (30) 408 (28) 364 (25) 150'F (66'C) 775 (5. 662 (4i 613 (4 537 (3 495 (3 373 347 21/2 336 (23) 285 3 317 (22) 270 31/2 304 (21) 258 4 _ -- 293 (ZO) 249 5 269 (19) 229 6 _ 251 (17) 213 8 270 (19) 230 ' The fitting pressure rating applies to [he largest opening of the fittiny. 200"f (95°�) 729 (5� 623 (4 577 (4i 505 (3 466 (3 395 (Z 351 (2 327 (2, 269 254 243 235 215 201 216 Water Temperature Range 250°F (120°C) 729 (50) 623 (43) 577 (40) 505 (35) _ _—._..._-- 466 (32) 395 (27) 351 (24) 327 (23) 291 (20) -- 269 (19) 254 (17) 235 215 201 216 Pressure (PSI) NominalSizeJoin[ Iempera[ure (In Inches) °F (°C)" Class 125"" Class 150' Class 150"` 1/2. 3/4,1,1 1/4, 0-150 (0 — 66) 105 (7) 210 (14) 225 (15) 1 1/2, 2, 21/2, 175 (79) 100 (7) 205 (14) 220 (15) 3, 4, 5, 6, 8 200 (93} 95 (7) 195 (13) 210 (15) (also 10" for 225 (107) 90 (6) 190 (13) 205 (14) Class 125) 250 (121) 90 (6) 180 (12) 195 (13) 275 (135) — _ 85 (6) 175 (12) 190 (13) 300 (149) 85 (6) 170 (12) 180 (12) ----...— -- 350 (177) 75 (5) 150 (10) 165 (11) __ ----- .. .....................-----.....-- — 406 (208) 70 (5) 140 (9) 150 (10) ` MSS SP-106 sASTM B584. UNS C83800 and UNS C84400 `ASTM B62, UNS C83600 and ASTM 8584, UNS C83600 300°F (149°C) 714 (44 610 (4� 565 (3� 495 (3� 456 (3" 387 (2f 344 (2: 320 (2< 285 (2( 263 (lf 248 (1 i 238 (1 E 230 (1 E 211 (1 � 196 (1� 212 (1; 350'F (177°C) 608 (4; 519 (3f 481 (3; 421 (2� 388 (2; 330 (2; 293 (2( 272 (14 242 (17 224 (1 G 211 (1 G 202 (1 � 196 (1: 179 (1� 167 (1� 180 Il� U.S. customary uni[s in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. — _...._..-------- — ------ — ----- NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • FLKHART, IN 46516-4740 � USA • PH 1.800.234.0227 TECH SERVICES PH: 1.888.44G.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: t1.574.295.3455 www.nibco.com 400°F (204°C) 456 (31 389 (27 361 (2� 316 (21 291 (2C 247 (1 i 204 182 168 159 152 147 135 125 135 47 Co er Water Tube continued pp Nominal Water Tube Size (In Inches) 114 _.__..__3/8 _...._..... 1 /2 5/8 3/4 ' __.. 1 1 /4 1 1 /2 2 21 /2 3 31/2 4 5 6 8 10 12 IYPE "K" Hard Drawn� 7_0-f[, (6.1m) S[raight Lengths Soft Anneuled: 20 ft (6.1 m) Straight Lengths, or 40-f[. (122m) and 60-fc (18.3m) Length Coils (m and including size 1 1/2) Usage: for underground service and general purpose plumbing and heating installations under severe conditions. lolerances Hard Drawn Soft Annealed (Hard Drawn Only) Outside Tubing OD Nominal Wall Weight Bursting Safe Working Bursting Safe Working Diameter Thickness PerFoo[ Pressure" PressureB Pressure" Pressure' Min. Max. Inch (mm) Inch (mm) Inch (mm) Inch (mm) Lb (kg) psi (bars) psi (bars) psi (bars) psi (bars) 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) 0.035 (0.89) 0.145 (0.07) N/A N/A 1612 (111) N/A N/A 913 (63) - ----.._.._ ___...----------- -.._..-- - --__--- 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) 0.049 (124) 0.269 (0.12) N/A N/A 1675 (115) N/A N/A 960 (66) 0.625 (15.88) 0.622 (15.80) 0.626 (15.90) 0.049 (1.24) 0.344 (0.16) 9840 (678) 1337 (92) 4535 (313) 758 (52) --....._.._-- -- - - - - - __ -- 0.750 (19.05) OJ47 (18.97) OJ51 (19.08) 0.049 (1.24) 0.418 (0.19) N/A N/A 1104 (76) N/A N/A 626 (43) 0.875 (22.23) 0.872 (22.15) 0.876 (2225) 0.065 (1.65) 0.641 (029) 9300 (641) 1278 (88) 4200 (290) 724 (50) _------__ __- ---- - - -----.._...- - 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.065 (1.65) 0.839 (0.38) 7200 (496) 982 (68) 3415 (235) 557 (38) 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 0.065 (1.65) 1.040 (0.47) 5525 (381) 797 (55) 2800 (193) 452 (31) 1.625 (4128) 1.621 (41.17) 1.627 (41.33) 0.072 (1.83) 1.360 (0.62) 5000 (345) 742 (51) 2600 (179) 420 (29) 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 0.083 (2.11) 2.OW (0.93) 3915 (270) 652 (45) 2235 (154) 370 (26) 2.625 (66.68) 2.621 (66.57) 2.627 (66.73) 0.095 (2.41) 2.930 (1.33) 3575 (246) 597 (41) N/A N/A 338 (23) 3.125 (79.38� 3.121 (79.27) 3.127 (79.43) 0.109 (2J7) 4.000 (1.81) 3450 (238) 578 (40) N/A N/A 328 (23) -...... _..-- - 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.120 (3.05) 5.120 (2.32) N/A N/A 549 (38) N/A N/A 311 (21) - - - _.......__----- -- 4.125 (104.78) 4.121 (104.67) 4.127 (104.83) 0.134 (3.40) 6.510 (2.95) 3415 (235) 540 (37) N/A N/A 306 (21) 5.125 (130.18) 5.121 (130.07) 5.127 (130.23) 0.160 (4.06) 9.670 (4.39) 3585 (247) 517 (36) N/A N/A 293 (20) 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 0.192 (4.88) 13.900 (6.30) 3425 (236) 520 (36) N/A N/A 295 (20) _...._._..---- - - ---.....__. 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 0.271 (6.88) 25.900 (11.75) 3635 (251) 553 (38) N/A N/A 314 (22) 10.125 (257.18) 10.119 (257.02) 1OJ27 (257.23) 0.338 (8.59) 40.300 (18.28) N/A N/A 553 (38) �N1A N/A 314 (22) -- _ __ _ __ ------....--- --- - ---. .._......_...- -- 12.125 (307.98) 12.119 (307.82) 12.127 (308.03) 0.405 (10.29) 57.800 (26.22) N/A N/A 555 (38) N/A N/A 314 (22) Note Information and data contained in [hese charts, as taken from ASTM Specifications B 88. Rated internal pressure for copper water tube based on the strength of the tube alone and applicable to systems using suitable mechanical joints. "Based on actual laboratory test data provided by Copper Development Association, Inc. "Based upon 150`F (65.6°C) with an allowable stress of 9500 psi (668 kPa�. ` Based upon 150°F (65.6°C) with an allowable stress of 5100 psi (359 kPa). U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. -- .................--_____- --- ---..-......_.._.._ --- m NIBCO WC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.Z34.0227 TFCH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: �1.574.295.3221 • FAX: +1.514.295.3455 www.nibco.com Nominal Water Tube Size (In Inches) 1/4 _._ 3/8 -- 1 /2 5/8 3/4 1 1 1 /4 1 1 /2 2 z iiz _ 3 -....._. 31 /2 --------__.__ 4 5 6 8 10 - 12 .............. TYPE "L" Hard Drawn. 20-ft. (6.1m) Straight Lenyths soft annea�ed�. zo-fc (s.lm) stralgnt Lengths, or ao ft (122m) and 60 ft (18.3m) Length Coils (to and inciuding size 1 1/2) Usage; For general purpose plumbing antl heating conditions. iolerances Hard Drawn Sof[Annealed (Hard Dr�wn Only) Outside Tubing OD Nominal Wali Weight Bursting Safe Working Bursting Safe Working Diameter Thickness PerFoot Pressure'` PressureA Pressure" Pressure` Min. Max. Inch (mm) Inch (mm) Inch (mm) Inch (mm) Lb (ky) psi (bars) psi (bars) psi (bars) psi (bars) 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) 0.030 (0.76) 0.126 (0.06) N/A N/A 1367 (94) N/A N/A 775 (53) _ - ___- - - - 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) 0.035 (0.89) 0.198 (0.09) N/A N/A 1168 (81) N/A N/A 662 (46) 0.625 (15.88) 0.622 (15.80) 0.626 (15.90) 0.040 (1.02) 0.285 (0.13) 7765 (535) 1082 (75) 3885 (268) 613 (42) 0.750 (19.05) 0.747 (18.97) 0.751 (19.08) 0.042 (1.07) 0.362 (0.16) N/A N/A 947 (65) N/A N/A 537 (37) 0.875 (22.23) 0.872 (22.15) 0.876 (22.25) 0.045 (1.14) 0.455 (021) 5900 (407) 873 (60) 2935 (202) 495 (34) 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.050 (1.27) 0.655 (0.30) 5115 (353) 741 1.375 (34.93) 1.372 (34.85) 1377 (34.98) 0.055 (1.40) 0.884 (0.40) 4550 (314) 658 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.060 (1.52) 1.140 (0.52) 4100 (283) 613 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 0.070 (1.78) 1.750 (0.79) 3365 (232) 545 2.625 (66.68) 2.621 (66.57) 2.627 (66.73) 0.080 (2.03) 2.480 (1.12) 3215 (222) 504 3.125 (79.38) 3.121 (79.27) 3.127 (79.43) 0.090 (2.29) 3330 (1.51) 2865 (198) 476 -- -...--- _._. _..------- ------ - 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 0.100 (2.54) 4.290 (1.95) N/A N/A 455 - -- - - - - ---- ---.._.__.._..- --_ -- 4.125 (104.78) 4.121 (104.67) 4.127 (104.83) 0.110 (2.79) 5.380 (2.44) 2865 (198) 440 5.125 (130.18) 5.121 (130.07) 5.127 (13023) 0.125 (3.18) 7.610 (3.45) 2985 (206) 404 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 0.140 (3.56) 10.200 (4.63) 2690 (185) 376 ------- - --- ---- --.._......_.........._.- ..--- 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 0200 (5.08) 19.290 (8.75) 2650 (183) 406 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.250 (6.35) 30.100 (13.65) N/A N/A 407 12.725 (307.98) 12.119 (307.82) 12.127 (308.03) 0260 (7.11) 40.400 (18.33) N/A N/A 380 Note Information and data containetl in these charts, as taken from ASTM Speci(ications B 88. Rated internal presswe for copper water tube based on the strength of the tube alone and applicable [o systems using sui[able mechanicaljoints. ' Based on acNal laboratory test data provitled by Copper Development Association, Inc. "Based upon 150°F (65.6°C) with an allowable stress of 9500 psi (668 kPa). `Based upon 150°F (65.6°C) with an allowable stress of 5100 psi (359 kPa). (28) (26) U.S. customary units in this document are the standard the metric units are provided for reference only. The values stated in each system are not exact equivalents. _......---- _---. _ NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 4fi516-4740 • USA • PH 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: .1.574295.3455 www.nibw.com 2650 2400 2200 1910 N/A N/A N/A N/A N/A N/A N/A N/A N/A (152) (132) N/A N/A N/A N/A N/A N/A N/A N/A N/A 420 373 347 309 285 270 258 249 229 213 230 231 215 (24) (21) izol (19) (18) (� 7) (16) (16) (15) 51 Co er Water Tu be continued pp Nominal Water Tube Size (In Inches) 1 /4 3/8 1 /2 sia 3/4 _ 1 1 1 /4 11/2 -__. 2 _ 21/2 3 31/2 4 5 6 ---- 8 10 _....._._ 12 Tolerances (Hard Drawn Only) Outside Tubing OD Diameter Min. Max. Inch (mm) Inch (mm) Inch (mm) 0.375 (9.53) 0.373 (9.47) 0.376 (9.55) ----._- _.. -.._ __._.. 0.500 (12.70) 0.497 (12.62) 0.501 (12.73) - --- ----_...__ _- 0.625 (15.88) 0.622 (15 80) 0.626 (15 90) 0.750 (19.05) 0.747 (18.97) 0.751 (19.08) 0.875 (22.23) 0.872 (22.15) 0.876 (22.25) 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 1.375 (34.93) 1.372 (34.85) 1.377 (34.98) 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 2.125 (53.98) 2.121 (53.87) 2.127 (54.03) 2.625 (fi6.68) 2.621 (66.57) 2.627 (66.73) 3.125 (79.38) 3.121 (79.27) 3.127 (79.43) 3.625 (92.08) 3.621 (91.97) 3.627 (92.13) 4.125 (104J8) 4.121 (104.67) 4.127 (104.83) 5.125 (130.18) 5.121 (130.07) 5.127 (130.23) 6.125 (155.58) 6.121 (155.47) 6.127 (155.63) 8.125 (206.38) 8.119 (206.22) 8.127 (206.43) 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 12.125 (307.98) 12.119 (307.82) 12.127 (308.03) iYPE "M° Nard Drawn Only� 20-fL (6.1 m) Stralght Lengths Usage: For general purpose plumbing, heating and drainage installations. Nominal Wall Ihir,kness Inch (mm) N/A N/A 0.025 _ (0.64) 0.028 (0.71) N/A N/A 0.032 (0.81) 0.035 0.042 0.049 0.058 0.065 0.072 0.083 0.095 0.109 0.122 0.170 0212 0.254 Note Information and data contained in Ihese charts, as taken from ASTM Specifications B 88. Rated intemal pressure for copper water tube based on the s[rength of the tube alone and applicable to systems using suitable mechanicaljoints. "Based on actual laboratory test data provided by Copper Development Assaiation, Inc. "Based upon 150°F (65.6°C) with an allowable stress of 9500 psi (668 kPa). (1.07) (124) (1.47) (1.65) (1.83) (2.11) (2.41) (2.77) (3.10) (5, 38) (6.45) Weight Per Foot Lb N/A 0.145 0.204 N/A 0.328 0.465 0.682 0.940 1.460 2.030 2.680 3.580 4.660 6.660 8.920 16.500 25.600 36.700 N/A (0.09) N/A (0.15) (0.21) (0.31) (0.43) (0.66) (0.92) (1.22) (1.62) (2.11) (3.02) (4.05) (7.48) (11.61) (16.65) �]SI N/ N/ 613 N/ 4717 386`. 387` 355f 293� 280C 2665 N/A 2215 249C 2000 2285 N/A N/A Hard Drawn Bursting Safe Working Pressure^ PressureB (bars) A N/A A N/A 5 (423) A N/A (267) (245) (202) (193) (184) N/A (153) (172) (138) (158) N/A N/A N/A 855 741 N/A 611 506 507 497 448 411 380 378 377 349 328 344 344 345 N/A (59) (51) N/A (42) (35) (35) U.S. astomary units in this daument are the standard; the metric units are provided for reference only. T he values stated in each system are not exact equivalents. _ _.._..__ _ - __ - --- -- -- --- --- ---- m NIBCO INC. WORID HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART IN 46516-4740 • USA • PH: 1.800.234.0227 TFCH SERVICES PH: 1 888.446A226 • fAX 1.800.234.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com Copper Water Tube continued Under normal conditions, the physical properties of copper tubes, when produced by responsible manufacturers are perfectly adapted for the conveyance of hot and cold water, steam, oil, gas, and air, Copper tubes will stand up under ordinary conditions, but the user is specifically cautioned against laying underground tube in cinderfill, especially if the ground is apt to be wet. Due to the sulphur compounds in the cinders, a condition of this kind may corrotle the outside of the tubes. This may be overcome either by wrapping the tube with canvas and asphaltum or by surrounding the tube with a bed of clean sand mixed with lime, or with limestone or broken plaster. When conditions are doubtful, it is advisable to consult the Copper Development Association, or the tube manufacturer. Annealed copper tubes are generally recommended for underground use.'/z" annealed copper tubes have been frozen as many as six times before finally bursting, eight times for 1" size, and eleven times for 2" size. Hard drawn copper tubes, however, burst during the first freezing the same as iron pipe. (Condensed from Copper Tube Handbook.) Nominal Water Tube Size Qn Inches) 3!8 1 /2 3/4 1 1 U4 1 1/2 2 2 U2 3 4 a New Pipe Coper Iron Coper Iron Coper Iron Coper Iron Coper Iron Coper Iron Caper Iron Coper Iron Coper Iran Coper Iron B Inside Diameter Inch (mm) 430 (10.92) 493 (12.52) 545 (13.84) 622 (15,80) 785 (19.94) 824 (20 93) 1.025 (26.04) 1.049 (2664) 1.265 (32.13) 1.380 (35D5) 1.505 (3823) 1.6W (4089) 1.985 (50,42) 2.067 (52.50) 2.465 (62.61) 2.469 (62.71) 2.945 (74.80) 3.068 (77.93) 3.905 (9919) 4.026 (102 26 �,. Outside Diameter Inch (mm) 0.500 (12.70) 0.675 (17.15) 0.625 (15.88) 0.840 (21.34) 0.875 (22.23) 1.050 Q6.67) 1125 (28.58) 1.315 (33.40) 1.375 (34.93) 1.660 (42.16) 1.625 (4118) 1.900 (4826) 2.125 (53.98) 2.375 (60.33) 2.625 (66.68) 2.875 (73.03) 3.125 (79.38) 3.5 (88.90) 4.125 (104.78) 4S (114.30) � � � � F Weight Volume Water Lb 0.198 0.567 0.285 0 850 0.455 1.130 0 655 1678 0.884 2.210 1.140 2.720 1.750 3.650 2 480 5.190 3.330 7.58 5.380 10.79 (Kg) Gal/10ft. L/3.OSm BTU kJ (0.090) 0.0754 (02854) 62.89 (66.4) (0157) 0.0992 (0.3755) 82.66 (872) (0.129) 0.1212 (0.4587) 10110 (106.8) (0386) 0.1578 (0.5973) 131.60 (138.8) (0.207) 0.2514 (0.9515) 209.60 (221.1) (0.513) 0.2770 (1.0484) 230.10 (242.8) (0297) 0.4281 (16226) 35Z30 (377.0) (0762) 0.4490 (1.6995) 314 30 (394,9) (0.401) 0 6529 (2.4112) 544 30 (574 3) (1031) 07770 (2.9409) 647J0 (6834) (0.518) 0.9241 (3.4971) 710.40 (812,8) (L235) 1.0580 (4.0045) 88160 (93Q1) (0.795) 1.6080 (6.0863) 1340.00 (1413.8) (1657) 1.1430 (6.5973) 1453.(10 (1533.0) (t.126) 2.4790 (9.3830) 2066.00 (2179.7) (2b29) 2.4870 (9,4133) 2073.00 (2187.1) (L512) 3.5390 (13.3951) 2945.IX1 (3107.1) �3441) 3.8400 (14.5344) 3201.00 (33772) �2.443) 61220 (23.5503) 5186.00 (5471.5) (4.899) 6.6130 (25.0302) 5513.00 (5816.5) COWMN A: The copper tube is Type L Standard, mee[ing the requirements of ASiM Specification B 88. The iron pipe is standard weight, schedule 40, bare pipe, except as to Column I where new galvanized pipe is referred to. COLUMN B: From manufacturers' specifications. Slight variations can be noted between specifications of differen[ manufacturers, but these figures are representative. COLUMN C: From manufacturers' specifications with the same considerations as noted for Column B. COLUMN D: From manufacturers' specifications. COLUMN E: Cubic contents of 10 linear feet/3.05 linear metres of tube and have been calculated from dimeters given in Column B, by the formula for the contents of a cylinder. COLUMN F: This column has been calculated from Column E and shows the number of BTUs (kilojoules) required to heat the water content only of 10 feet (3.05 metres) of the given tube and pipe 100°F (38°C). It requires 833.6 BTUs (879.5 kJ) to heat 1 gallon (3.875 litres) of water 100°F (38°C). COLUMN G: These figures are calculated from Column D and show the number of BTUs (kJ) required to raise the temperature of 10 feet (3.05 metres) of empty tube and pipe 100°F (38°C). Due to difference in the specific heat of the materials, it requires 9.4 BTUs (9.9 kl) to raise 1 pound (0.454 kilograms) of copper 100`F (38°C) and 11.0 BTUs (11.6 kl) ro raise 1 pound (0.454 kilograms) of iron 100°F (38°C). G" Pipe BTU 18 61 62.31 26.70 93.50 42.61 124.30 61.38 184.58 82.91 249.70 101.16 298.10 164.50 401.50 233.00 636.90 31320 832.10 505.72 1186.90 kJ (19.6) (65.8) (28.2) (98.6) (45.0) (131.1) (fi4.8) (194J) (87, 5) (263.4) (113.1) (314.5) (173.6) (423 6) (245.8) (672.0) (330.4) (878.5) (533.6) H Heat Loss BTU kJ No Data No Data No Data No Data 0.34 (0.36) 5 94 (627) 0.41 (0.44) 1.16 (7.55) 0.50 (0.53) 8.62 (9 09) 0.62 (D.65) 10.G5 (11.24) 0.69 (0.13) 11.97 (12.63) 0.84 (0 89) 14,61 (15.41) 101 (1.07) 17A2 (18 38) 1.13 (119) 20.63 (21.77) 1.50 (1,58) 26.00 (27 43) I Flow GPM LPM 1.813 (1.089) 2 464 (9.326� 3.565 (13.494) 4.585 (17.354) 9.599 (36332) 9.720 (36.790) 19.80 Q4 941 18.53 (70.14) 3505 (132.66) 38.56 (145.95) 56.16 (212.57� 58.20 (220.29) 119.10 (450J9) 113.50 (429 60) 214.30 (811.13) 182.50 (690.76) 347.40 (1314.91) 326.00 (1233.91) 747,10 (2827J7) G73.80 (2550.33) COLUMN H: This column shows the heat emission from 10 feet (3.05 metres) of the given tube and pipe placed horizontally. The column in terms of BTUs lost per hour (kilojoules lost per hour) for each degree of difference in temperature between the pipe and the surrounding air. The figures for iron are taken from experimental data obtained at [he Mellon Institute. Figures for copper have been calculated wi[h reference Co [hose for iron on the basis of the known ratio of heat emission between the two materials. COLUMN I: This column shows the number of gallons (IiVes) of water which will flow through 100 feet (30.48 metres) of the given tube and pipe with a pressure loss of 10 pounds per square inch (70 kilopascals). Flow is based on diameters in Column B according to Professor Dawson's formulae for NEW galvanized iron pipe and NEW copper tube. Due to the corrosion of iron and its tendency to accumulate sediments and other foreign matter, Prof. Dawson suggests that 15% be deducted from the figures for iron pipe in order to arrive at a reasonable performance expectancy for such pipe in service. Because copper resists rust and is inherenUy more smooth, Professor Dawson suggests a deduction of only 5% from the figures given for copper tube. U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. --- - -----------.._.......__...----..._....------ - -- -..__._..._ mNIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 � TFCH SERVICES PH: 1.888.446A226 • FAX: 1.800134.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com f EXPANSION AND COMRACTION In the majority of low-pressure heating systems employing copper tube and installed in small houses or private dwellings, provision for expansion and contraction is relatively simple. Mains, risers, and branches to radiators should be free or floating at one end of the line. Holes should be large enough to permit free movement of the tube, and care should be exercised so that pipe hangers and supports permit unrestricted movement and do not anchor the tube. Wrought copper tube hangers that are both practicable and neat in appearance are available. Unusually long runs of copper tubing should be provided with an expansion bend or loop. By bending soft temper copper tube, a simple form of expansion loop can be made. With the addition of combination flared-tube to solder joint fittings, as illustrated in f igure 1, these types of loops can be used when space or other limitations exist. The correct proportions of such expansion loop to meet various conditions are shown in the accompanying table. FIGURE 1 ,1 � P a. U-Bend � P � � 4 " `i' � b. Coiled Loop `�; ___�.�: _: ' c. Offset and � Return . , �_.--_=--m --- . Nominal Tube Size 1 /4 ---..__...__ 3/8 1 �2 3/4 1 t vz 2 z i�z 3 31 /2 4 5 1 /2 1 1 /2 R L R l R L R Inch (mm) Inch (mrn) Inch (mni) Inch (mm) Inch (mm) Inch (mm) Inch ( 6(1524) 38 (9Ci5.� 9(228.6� 54 (1371.6� 11 (279.4) 66 (16764) 12 (c --- -.....__.... - - -----... .........__- - - -..._..... � �m.� a� �nn.q io (2sn.q s� liero.� i2 �?oa.� n(iss5.� �a �: -- -._......_.. a(zo3.z� so (irro.q n(zr�.a� �o (n�e.q ia �sss.q t� �22EO.q is �� __- - -- - -._.. s �a2a.q se �ias�.q i3 (a3o.7� st (zioa.� �a (aasa� ioi (2sss.a� ie �� --- -._.._...- ---- -..._ -.. 11 (279.4) 67 (1701.� 15 (381.q 94 (2397.6) 18 (457.a 115 (2�JZl.q 21 (' i3 (�?o.a eo �o32.q -ia �asi� ii3 (za�o.� zz (�se.a i�s (ascr.� 2s (f -- --- --....._ - ---- is �atq si (�n.� 2i ��.a� izs (3z�s.s� zs (�s.q i�e (aoi3.a �s ( ---.. _ ......._..._ _. is (me� ioz (��o.� z� (sea.t� iaa ��.q za �n.a i�s (aa�o.a) �z (F 32 (812� � (�.A � �, � i t tp;,� 3 o;G S �ra ,6r ��tC,�.�' n ,< ^ �a8�% �� X� _ n ar:� � u ``- g � ;�� x�n� is ac� � a is 13fl�1 � o,o �: sa, n cY n:, -• ,< �2s r r, <, rs ar� �-79i �}�VI ;51 i1 ?fifi i.tilT[:� f1754 176"91 TEMPtRANRE F f'Cf The above chart is calculated using lOft (3.05m) of copper tubing as the reference point. You may use it as follows:100ft (30.5m) of copper tube, with a 200°F (93.3°C) temperature change. Reference point .2256 inches for l Oft, (5,73mm for 3.05m), multipy by 10 for 100ft (30.5m), resulting in an answer of 2.256 inches (57.3mm) of expansion or contraction. NOTE: Calculations for expansion and contraction should be based on the average coefficient of expansion of copper which is 0.0000094 per °F (0.00001692 per °C) between 77°F and 212°F (25°C and 100°C). For example, the expansion for each l Oft (3.05m) of any size of tube heated from room temperature of 70°F (21.1 °C) to 170°f (76.7°C), that is, 100°F (55.6°C) rise, is: Rise Coefficient 100°F 10ft 12 inches 0.000094 0.1128 in. (55.6°C) x (3.05m) X (1000mm) X (0.00001692) - (2.87mm) Exaected Ezpansion 2 I 21/2 L R L Inch (mm) Inch (mm) Inch U.S. customary units in this document are the standard; the metric units are provided for reference only, ihe values stated in each system are not exact equivalents. 24 (EC�.6) z� h�s.sj 3 � 31/2 R L R L R L Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) Inch (mm) is (.3si.q so �z��.� is (aas.a) io2 (z�.� n(a3i.� �m (27esq n (a3i.� �o� (z�se.� is (aa2.s� m (2sn.�p 20 (508.q 12G (3200.4� 19 (482.Q 122 (3098� 21 (533.� 131 (332Z4) 22 (`fi8.f� 140 (3556.Q z3 (sen� ia3 (:?s�2.a zs �as.q i�s (�3�a� zs �eso.a� i�s �aziaa� 26 (6E04) if3 (4140.2) ze n,,.a 116 (4470.4) ?0 (162q 188 (4775.Z� - ---- --- -._..___ _ si pa�.a) i� (as1a.� �a �.� 2i2 �s�aaa� � (siaa) 2z� (s�ao.� __-- ---...- --__.... .. _ � �Sia.a� 22a (ss�.� �s (�so.q zaz (6�a�.a1 a� �ia�i a) 2ss (�s�aq 40 (1016.Q 249 (6324� 43 (1092.� Zfi9 (6632.6) 46 (11&'3A) t� (/315.Z� 43 (1092.7 272 (�08.� 47 (1193� 293 (1432.� 50 (1270.g 314 (7975.Q - - ---.... _ 4� (1193a 293 (7442.2 50 (1270.q 316 (f3�6.41 54 (1371.f� 338 (8585.a 50 (1270.Q 312 (T324.a 54 (1371.6) 337 (8559.L9 57 (1447� 367 �JIW.4) 318 �077�� 55 (1397.Q NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICf.S PH: 1.888.44G.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: .1.574.295.3455 www.nibco.com 55 Co er Water Tube continued pp „ The smooth interior of copper tube, and the design of both solder joint and flared-tube-type fittings, which have no shoulders projecting into the flow of water, decrease friction loss. With the use of copper tube, no allowance is necessary for the accumulation of rust deposits in supply and service lines. Consequently, copper tube lines are usually figured one size smaller than iron pipe for the same service. This rule does not apply to lines from a well to a pump where the nominal diameters specified by the pump manufacturer must be adhered to strictly. Water passing through any pipe line encounters resistance by friction. The resistance is increased by bends and turns in the line, which should be taken into account in complex piping systems. For example, a one-inch 90° elbow will cause friction loss equivalent to that of one foot (0.305m) of straight one-inch tube, (See below for allowance to be made for fittings and valves in equivalent lengths of tube.) Friction loss in terms of head loss must be taken into consideration in calculating tube sizes to be used for various types of installations. for most average-size-house installations with water pressures 40 PSI (275.8kPa) and higher, 3/a" copper tube will be ample for main supply lines, and'/z" copper tube can be used for risers and branches to all fixtures. The smalier 3/a" tube is adequate to supply branches, but with pressures at 40 PSI (275.8kPa) and higher, water hammer becomes a concern when the flow is sudtlenly stopped. Wrought-Copper Fittings Cast Copper Alloy Fittings and Valves Nominal 90` 45 fee iee 90° 180� 90` 45` Tee Tee Comp. Giobe Gate Tube Size Elbow Elbow Run Side Outlet Bend Bend Elbow Elbow Run Side Outlet Stop Valve Valve (Inlnches) Feet (m) Fee[ (m) Feet (m) Fee[ (m) Fee[ (m) Feet (m) Fee[ (m) Fee[ (m) Feet (m) Feet (m) Feet (m) Feet (m) Feet (m) 3/8 0.5 (0.15) 0.5 (0.1� 0.5 (0.15) 1 (0.31) 0.5 (0.15) 0.5 (0.15j 1 (031) 0.5 (0.15) 0.5 (0.15� 2 (0.61) 9 (2.7� - - - - --..._..--- UZ 0.5 (0.15) 0.5 (0.15) 0.5 (0.1� 1 (031) 0.5 (0.1� 1 (031) 1 (0.31) 0.5 (0.1� 0.5 (0.1� 2 (0.61) 13 (3.97) - - - - --- - ---- - -- --- -- -- - _ 5/8 0.5 (0.1� 0.5 (0.15) 0.5 (0.1� 2 (0.61) 1 (0.31) 1_ (0.31) 2 (0.61) 1 (0.31) 0.5 (0.15) 3 (0.9� 17 (5.19) - - - - 3/4 1 (0.31) 0.5 (OJ� 0.5 (0.15) 2 (0.61) 1 (0.31) 2 (0.61) 2 (0.61) 1 (031) 0.5 (0.1� 3 (0.92) 21 (6.41) - - - - 1 1(0.31) 1(031) 0.5 (0.1� 3(0.92) 2(0.61) 2(0.61) 4(122) 2(0.61) 0.5 (0.15) 5(1.53) 30 (9.1� - - 1(0.31) 11/4 2(0.61) 1(0.31) 0.5 (0.15) 4(1.22) 2(0.61) 3(0.92) 5(1.53) 2(0.61) 1(0.31) 7(2.14) - - 53 (16.17) 1(0.31) 11/2 2(0.61) 2(0.61) 1(0.31) 5(1.53) 2(0.61) 4(1.2� 8(2.44) 3(0.92) 1(0.31) 9(2.7� - - 66 (20.13) 2(0.61) 3 3 (0.9� 4 (1.2 31 /2 4 (1.2� - - 4 - - - - 5 - - - - 6 __- - - - � 7 (2.14) 3 9 (2.7� 4 - - 5 - ----� - - 8 _ -_ ......1( ___ _ �• 20 (6.1� 18 (5.4� 11 (336� 2(0.61) 20 24 (7.32) - 24 (/.3� 14 (42� 2--(0.61) 31 28 (8.54) 28 (8.54) 17 (5.19) 2(0.61) 37 37 (1129) 41 (12.51) 22 (6.71) 2(0.61) 48 47 (14.34) 52 (15.86) 28 (8.54) 2(0.61) 61 Notes: This table is based on tests conducted at Harvard University (1948). If Ihe type of fitting is not known - i.e., whether wrought copper or cas[ alloy - use cast copper alloy values for desiyn. - - 90 (27.4� 2 (0.61) - - - - 2 (0.61) - - - - 2 (0.61) __.._ - - - 2 (0.61) - - __....._ - 2 (0.61) U.S. customary units in this daumen[ are the s[andard; the me[ric units are provided for reFerence only. ihe values stated in each system are not exact equivalents. _ - -- - ._ .. - - -- --- -- __ _ _ mNIBCO INC. WORLD HFADQUARTERS • 1516 MIDDLEBURY SL • ELKHART IN 46516-4740 • USA • PH 1.800.234.0227 • TfCH SERVICES PH 1.888 446.4226 • FAX� 1.800.234.0557 • INTERNATIONAL SERVICE PH: �1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com Nominal iube Size In Inches) 1 /4 3/8 1/2 5/6 3/4 1 1 1/4 11/2 _ 2 100'F (37.8°C) S = 6000psi (414 bars) K Type L Type M ie�� im�nnFn _ _ 725 (49.99) 550 (37 � 590 (40.68) 495 (34.1 550 (37.92) 455 (31.3 485 (33.44) 405 (27 � 305 (21 280 (19 4 400 (2Z58) 325 (22.41) 280 5 385 (26.55) _300 (20.69) -260 6 385 (26.55) 2� (19.31) 240 8 410 (28.2� -300 (20.69) zs� 10 --- 410 (2827) 30p (20.69) 255 12 410 (28.2� 280 (1931) 225 Service �iemperature �F ('C) 200°F (93.3'C) S = 4800psi (331 bars) iype K iype L Type M 850 (58.61) 700 (48.2� - - 930 (64.12) 630 (43.441 460 (31.721 300"F (148.9°C) 400°f (204.4'C) 5=4700 psi (324 bars) 5=3000 psi (207 bars) iype K lype L Type K lype L 630 (57.23) 690 (47.56) 530 (36.54) 450 (31.03) Formulas PD tm= 2S+O.SP 'C or P_ 2 S tm When C is 0 D-0.8tm 430 (�.�) 360 (24.82) 280 (19.31) 230 (15.86� -- __ ___.-. ._ 400 (27.58) 330 (22.75) 260 (17.93) 220 (15.1� mi Mmimummenwaumickness 345 (23J9) 305 (21.03) 230 (15.86) 190 (13.10) P Maxnnim rated intgna� 320 (22.Ofi) 270 (18.62) 210 (14.48) 180 (12.41) �vorKi�g preswre - �-`- --- � ---- D Outside diameter of Wbe 320 (22.06) 260 (17.93) 205 (14.13) 315 (21.72) 255 (17.58) 210 (14.48) 170 (11]2) S Allowable stress In matwial 300 (20.69) 250 (1724) 200 (13J9) 300 (Z0.69) 245 (16.59) 190 (13.10) 160 (11.03) due to mtema� preswe at -" - �� -�- ---�� -- ooeratingtemperatue 295 (20.34) 240 (16.5� 200 (13J9) 290 (Z0.00) 235 (16.20) 190 (13.10) 150 (10.34) c nimwancerormreading,mechanica� _. _ ..._ 290 (Z0.00) 220 (15.1� _190 (13.10) 280 (19.31) 215 (14.82) 180 (12.41) 140 (9.65) scre�.gma�d/orcoirosio�i 280 (19.31) 205 (14.13) 180 (12.41) 280 (1931) Z00 (13.79) 190 (13.10) 130 (8.9G) 300 (�.69) 220 (15.1� 190 (13.10) -300 (20.69) 215 (14.82) 200 (13J9� 140 (9.6� 310 (21.3� 225 (15.51) 190 (13.10) 305 (21.03) 220 (15.1� 200 (13.79) 150 (10.34) ------ 310 (21.3� 210 (14.4� 190 (13.10) 305 (21.Q3) 205 (14.13) 200 (13.79) 140 (9.fu7 'Ra[ed internal pressures for Copper Water Tube based on the sVength of the [ube alone and applicable to systems using suitable mechanicaljoints. The values are based on the formula in the American Standard Code, Power Piping ANSI/ASME B31.1 1992. U.S. customary units in Ihis document are the standard the metric uni[s are provided for reference only. The values stated in each system are not exact equivalents. ---- ------- --.._._._.._ _ ----- ------ - NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46576 4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • WTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 57 Hazen Williams formula FLOW, Q (GPMI 1 00 - __ __.._._....._......-- 1 50 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 7.00 1.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 -- 12.00 12.50 7 3.00 13.50 14.00 --...._ Hazen Williams Formula FLOW, Q (GPM) 1.00 1.50 2.00 --- 2.50 3.00 3.50 4.00 4.50 5.00 5.50 6.00 6.50 1.00 -- 7.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.50 14.00 Pressure Loss (psi/100 ft) 0.95 2.02 3.44 5.19 7.28 9.69 12.40 15.43 18.75 22.37 -- 26.28 30.48 34.97 39.73 44.78 50.10 55.69 61.56 67.69 74.10 80.76 102.34 110.05 118 01 12623 Prr,ssure Loss (psi1100 ft) 0.81 -- -1.71 _.......2.92 4.41 6.18 813 10.53 13.10 ---15.92 19.00 22.32 25.89 29.70 33.74 38.03 42.55 47.30 5228 -- 57.49 62.92 66.59 74.47 80.58 86.91 93.46 100.22 --- 10720 Maxlmum O.D = 0.626 inches (1 i900 mm� Minimum O,D. = 0.624 inches (15.A50 mm) Nomin,�l Wall Thicknes, = 0-049 Inches (L245 mm) C F;�cmr = 150 Head Loss Velociry FLOW, Q IfU100 ft) (ft/sec.) (cu. cm/sec.) 212 1.47 63 ---_ .___..._----._......_.._._. 4.70 221 95 -- --- _ ................_-- 8.00 2.94 126 __._.___._ ...______ 12.10 3.68 ___ ____ 158 16.95 4.41 189 22.54 5.15 221 .._.__.._...--- - ----- ----- 28.86 5.88 252 -------- -..._.._..._.._ __ - 35.88 6.62 284 ----- - _._.___.._. .__.._...._....... _4361 ___ 7.35 315 52.01 8.09 347 -- ---- -- -- 61.10 8.83 379 --...---.- ---- -- 70.U5 9.56 410 81.26 10.30 442 --........_...._.. ---._..... 92.32 11.03 473 104.03 11.77 505 --......_._..--- 116.38 12.50 536 129.36 13.24 568 142.97 13.97 --- 599 157.20 14.71 631 172.05 15.44 662 187.51 16.18 694 203.58 16.91 725 220.26 17.65 757 237.54 18.39 789 255.41 1912 820 _ ---- ------. ....._-----_ -- -- 273.89 19 86 852 -- --- - -- - - - -- 292.95 2Q59 883 Mazimum O.D - O fi26 I� �che, (15 900 ma0 Minimum OD. = 0.624 inthis �?5.850 nr��l Nominal Wall Tfiickness = 0.049 inches p245 mm) C Facmr = 150 Head Loss Velociry FLOW, Q (fU100 ft) (ft./sec.) (cu cm/sec.) 1.89 1.38 63 399 - 2.06 --- 95 680 2.75 - - - 126 ---------. _....-------- .............-- ------ 10.27 3.44 158 14.39 4.13 189 19.14 4.81 -- _ 221 24.51 5.50 252 30.47 6.19 -_ _ --- ---- 284 37.03 6.88 315 44.17 7.56 347 51.89 8.25 379 - ----....._._ _ .............._. 60.17 8.94 410 69.01 9.63 442 - _.......- --- - 78.41 10.31 473 88.35 11.00 505 -- -.....--- -.. 98.83 11.69 536 __.___._- -- 109.86 12.38 568 121.41 13.07 599 _ .............. .....__..._- 133.50 13.75 637 146.11 14.44 662 159.24 15.13 694 --...- -- ----_...__ 172.89 15.82 __ 725 187.05 16.50 757 201.73 17.19 789 - - ----___ 216.91 17.88 820 -- -- - - - ...._._......- 232.60 18.57 H52 --- -- -- _ __ . 24AJ8 19.25 883 Nominal O.D. - 0.6250 inchr.s (15.875 mm) Naminal I.D. = O.SP inches (13.3858 mm; (low Area - Q2181 sq- inches (14073 sq- mm) Pressure Lass (kPa/100 m) 022 0.46 _0.78 1.18 1.65 2.19 2.81 3.49 4.24 --- 5.06 5.95 -....__6.90 7.91 8.99 10.13 11.33 12.60 13.93 15.31 16J6 18.27 19.84 21.46 23.15 24.69 26J0 _.......28.56 Head Loss (m/100 m) 222 4.70 8.00 12.10 1 G.95 22.54 28.86 35.88 43.61 52.01 67.10 70.85 81.26 92.32 104.03 116.38 12936 142.97 15720 172.05 187.51 203.58 220.26 237.54 255.41 273.89 292.95 Velocity (m/sec.) 0.45 0.67 0.90 1.12 1.34 1.57 1.79 2.02 2.24 2.41 2.69 2.91 3.14 3.36 3.59 3.81 4.03 426 4.48 4.71 4.93 5.16 5.38 5.60 5.83 6.05 618 Nominal O,D. = 0.62501nches (15.875 mm) Nominal I_D. = 0.5450 inches (13_843 mm) Flow Area = 02333 sq Inches (150.50 sq. mm� Pressure Loss (kPa/100 m) 018 _....... 0.39 0.66 1.00 1.40 1.86 2.38 2.96 3.60 4.30 5.05 5.86 6.72 7.63 8 60 9.62 10.70 11.83 13.00 1413 15.51 16.85 18.23 19.66 21.14 - 22.67 24.25 Head Loss (mi100 m) t .89 3.99 6.80 70.27 14.39 19.14 24.51 30.47 37.03 44.17 51.89 60.17 69.01 78.41 88.35 98.83 109.86 121.41 133.50 146.11 159.24 172.89 187.05 201.73 216.91 232.60 248.78 Velocity (m/sec,) 0.42 1.05 1.26 1.47 1.68 1.89 2.10 2.31 2.52 2.72 3.35 3.56 3.77 3.98 4.19 4.40 4.61 4.82 5.03 514 5.45 5.66 5.87 U.S. customary units in this document are che standard; the metric units are provided for reference only. ihe values stated in each system are not exact equivalents. -_ _ . _ _ - -- -._.._.. __..._... __ _ ---- - .._... �' NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234A227 TfCH SERVICES PH: 1.888.44G.4226 • FAX: 1.800234.0551 • INTERNATIONAL SERVICE PH: �1.574.295.3221 • FAX: +1.574295.3455 www.nibco.com �' ' 1 � 1 1 1 II Mazimum O D. = 0.626 inches (15.900 mm) Nominal O D. = 0.6250 inches (1 if175 mm) Mlnimum 0-D. = 0 624 inches (15.850 mm) Nominal I D - 0 5690 inches (14.4526 mm) Nominal Wall Thicknv;ss - 0 028 inches (0.711 mrn) flow Area = 02543 sq Inchcs (164.05 sq mm) Hazen Willlams Formula C Factor = 150 FLOW q Pressure Loss Head Loss Velocity FLOW. Q Pressure Loss Head Loss Velociry (GPM) (psi/100 ft) (fV 100 ft) (fc/sec.) (cu. cm/sec.) (kPa/100 m ) (m/100 m) (m/sec.) 1.00 0.66 1.53 1.26 63 0.15 1.53 0.38 - ---- - -___._...._-- --- _._.........-----__- --- ---.._.........- -- - 1.50_ 1.39 324 1.89 95 0.31 3.24 0.58 - - -- -- --- _ .. . ---- _... ._ -- ---- ---- - 2.00 2.37 5.51 2.52 126 0.54 5.51 OJ7 -- ---- --- - -- -..... -- - -- -- 2.50 3.58 8.33 3.15 158 0.81 8.33 0.96 _........ _.._ _ 3.00 5.01 11.67 3.79 169 1.13 11.67 1.15 ___ 3.50 6.6� 15.52 4.42 221 1.51 15.52 135 4. W 8.54 4.50 10.62 5.00 12.91 5.50 15.41 6.00 18.10 6.50 20.99 7.IX1 24.08 7.50 27.36 8.50 34.50 9.00 38.35 9.50 42.39 10.00 46.61 10.50 51.02 11.00 55.61 11.50 60.39 12.00 65.34 12.50 70.47 13.00 75.78 13.50 81.26 14.00 86.93 30.03 35.82 42.07 48.79 55.96 63.57 71.64 80.14 89.08 98.45 108.25 118.47 129.12 140.19 151.67 163.57 115.88 201.72 5.68 6.31 6.94 252 284 3t5 347 379 410 442 473 536 568 599 631 662 694 725 757 789 820 852 883 1.93 2.40 2.92 3.48 4.09 4.75 5.45 6.19 7.80 8.68 9.59 10.54 11.54 12.58 13.66 ia.-�e 15.94 17.14 18.38 19 66 19.87 24.71 30.03 35.82 42.07 48.79 55.96 63.57 11.64 80.14 89.08 98.45 108.25 118.47 129.12 140.19 151.67 163.57 175.88 188.60 201 ]2 1.54 1J3 1.92 2.31 3.08 3.27 3.46 3.65 3.85 4.04 413 4.42 4.61 481 5.00 5_19 5.38 1' ' 1 � 1 1 1 II Maxi�n�,:m O.D = OJ51 iocnas (19 075 mrn) Nominal O.D. = OJ500 inches (19050 mml Mini�n,i�� bD. = 0.749 inches (19 025 mrn) Nominal ID = 0.6520 inchas [16 5608 mm) Nominal W��II Thlcknes, - 0 049 ind�es (1.245 mm� Flow Area = 0 3339 sy. inches (215.40 sy. min) Hazen Williams Pormula C Factor = 150 ROW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velociry (GPM) (psi/100 ft) (fV100 ft) (ft./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m � (m/secJ 1.00 0.34 OJ9 0.96 63 0.08 OJ9 029 - --- --- -._......._.....__-- -...---- -- -- --- ---- 2.00 1.22 2.84 1.92 126 0.28 2.84 0.59 _.._..- - -___...---- _ ---- 3.00 2.58 6.02 2.88 189 0.58 6.02 0.88 4.00 4.40 10.24 3.84 252 1.00 10.24 1.17 -- __....._.. _. 5.00 6.66 15.48 4.80 315 1.51 15.48 1.46 _ -- --- 6.00 9.33 21.69 5.77 379 2.11 21.69 1.76 _ ------- -------- -- -.. 7.00 12.41 28.85 6.73 442 2.81 28.85 2.05 _ _ __.......--- - -.._......-- -- - -- 8.00 15.90 36.93 7.69 505 3.60 36.93 2.34 --- - - - ---.._.. ---- - 9.00 19.77 45.92 8.65 568 4.47 45.92 2.64 10.00 24.03 55.81 9.61 631 5.44 55.81 2.93 - -- -._._..._..-- - - -- 11.00 28.67 66.57 10.57 694 6.49 66.57 3.22 -- -...........- -- - - 12.00 33.69 78.20 11.53 757 7.62 78.20 3.51 --- - ----__ -- 13.00 39.07 90.68 12.49 820 8.84 90.68 3.81 14.00 44.82 104.00 13.45 883 10.14 104.00 4.10 - -.._.._._._.. --- 15.00 50.92 118.16 14.41 946 11.52 118-16 4.39 ---- ---.... - - - - 16.00 57.39 133.14 15.37 1009 12.98 133.14 4.69 - - - --- -- _ --- 17.00 64.21 148.95 16.34 1072 14 52 148 95 �� 18.00 71.38 165.56 17.30 19.00 78.89 182.98 18 26 20.00 86.76 201.19 19.22 ---_ __... ---- --- _.._..._..------- 21.00 94.96 220.19 20.18 _ ....._- - -- _..._..... -- 22.00 103.51 239.98 21.14 1136 16.15 iG5.56 1199 _ _ 17.65 162.98 1262 19.63 201.19 ---- ____......---- - ----- 1325 21.48 220.19 - ---._ .... . --- ----- _- 1388 23.41 239.98 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. --._....._..-- --.._..------ - --._...-- ------- --..._........- -- NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • FLKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: �1.574.295.3455 www.nibco.com �� 5.66 6.15 6.44 61 1' 1 � 1 1 1 II Maximum O.D - 0]51 inches (19 075 mm) Nominal O.D. = 0.7500 inches (19D50 mm) Minimum O D = 0-7491nr.iies (19.025 mm) Nominal I.D. - 0.G6G0 inches (16 9164 mml Nominai Wall Thicknes; - 0 042 inches (1.067 mni) Flow Area = 0 3484 sq- inches (224J5 sq mm) Hazen Williams Formula C Factor - 150 FLOW, Q Pressure Loss Head Loss Velociry FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 fq (fV100 ft) (ft./sec.) (cu. cm/sec J (kPa/100 m) (m/100 m) (m/sec.) 1.00 0.30 0]1 0,92 63 0.07 0.71 0.28 __--- - �--....._..._...._ - - --....__....-�-- - --- .._.. ...__ _�- - -- - _ _ _ _ -� - �-�----- - 2 00 1 10 25G 1 84 126 0.25 2.56 0.56 ---._....._-- -...__ .............- --- --.._...._.._. -- .._._..._.._.._-- - ---.._...-- 3.00 2.33 5.43 2.76 189 0.53 5.43 0.84 4.00 5.00 6.00 7.00 B.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 -----._..._..____. 21 00 - ------- 22.00 Hazen Williams Pormula FLOW, Q (GPM) 2.00 _..._.__ -- 4.00 - --- 6.00 8.00 10.00 12.00 14.00 16.00 20.00 22.00 24.00 26.00 28.00 30.00 3.97 G.00 8.41 11.20 14.34 17.83 21.67 25.86 -- --- 30.38 35.23 40.41 _ 45.92 51.75 57.90 64 37 71.15 --- 78.24 85.64 93.34 ---- -..........__ 9.24 3.68 252 ---...--- -- --_ __....-- 13.96 4.60 _ 315 19.56 5.53 379 26.02 6.45 -- - 442 --- _ .............. - - 33.31 7.37 505 ---- - _ . ................- 41_41 8.29 ____ _ 568 50.33 9.21 631 --.._-..__._ ....----- - -._.._..----- 60.03 10.13 694 ------ ........--- - -- 70.52 11.05 _ 757 ---- _ _--.._... -- 81.77 11.97 820 ------__.... - - - ---- 93.79 12.89 883 106.56 13.81 946 120.07 14.74 1009 134.32 15.66 1072 - - -- ---- 149.30 16.58 _ _ 1136 165.01 iZ50 1199 181.43 18.42 1262 ----- -_-- - ---....._... _ 198.57 19.34 1325 --.._..--- -- - - _..__.....__............_._ 216A2 20.26 1388 i,,, ':I��iin�, - ,;�.�'. , , lr......�� _. �� Nominal Wall Thickness = 0.06F ir; re, �1.651 mm) C Facror = 150 Pressure Loss Head Loss Velocity FLOW, Q (psi/100 fq (fV100 ft) (ft./sec.) (cu. cm/sec.) 0.64 1.49 1.47 126 2.30 5.35 2.94 252 --...._. _..---------- --- - -------- 4.88 11.34 4.42 379 ----. .....----- - -- _...- - 8.31 19.30 5.89 505 - __...._._.. . - 12.56 29.17 7.36 631 --._ --.._.__ ..._._._......._ 17.61 40.87 8.83 757 23.42 54.36 10.30 883 -- - -__...--- ---- 30.00 69.59 11 J8 1009 - -.. __......---_ ---- 3731 86.54 13.25 1136 --....- -- -- -- _ _.. 45.35 105.16 14.72 1262 54.10 125.44 16.19 1388 -- --- --- - --- -- -._....-- 63.56 747.34 17.66 1514 - _._...... ....---- -- - --- - 73]2 170.86 19.14 1640 _-. _. _ _____..__ ..._...__..._.._ 84.56 195.97 20.61 1766 -- _ ___------- ---- - --- 96.09 222.65 22.08 1893 0.90 1.36 _ 1.90 2.53 3.24 4.90 5.85 7.97 9.14 10.39 11J1 13.10 14.56 16.09 17.70 19.37 21.11 _ 924 13.96 19.56 26.02 33.31 41.41 50.33 60.03 70.52 81.77 106.56 120.07 134.32 149.30 165.01 181.43 198.57 216.42 1.12 1.40 1.68 1.96 2.25 2.53 2.81 3.09 3.37 3.65 3.93 4.21 4.49 4.77 5.05 5.33 5.61 5.89 fi 18 � �,.... ..��.li - .. i ,.,,.�. . ,.r.r. �loov Area = 0-4359 sq in�° s([8124 sG. inm) Pressure Loss Head�Loss� • Velocity (kPa/100 m) (m/100 m) (m/sec.) _ 0.14 1.49 _ 0.45 D.52 5.35 0.90 1.10 11.34 1.35 1.88 1930 1]9 2.84 29.17 2.24 3.98 40.87 2.69 5.30 54.36 6.79 69.59 8.44 86.54 10.26 105.16 1224 125.44 14.38 147.34 16.G8 170.86 19.13 195.97 21.74 222.65 4.04 4.49 4.94 5.38 6.73 U.S. customary units in this document are [he standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. --- - _ _ ----- ------. __- --- mNIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 • TFCH SERVICES PH: 1.888.446.4226 • FAX: 1.600.234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 1' 1 � 1 1 1 II Maximum O.D. = 0.876 inches (22250 mm) Nominal O.D. = Q8750 inches (22225 mm) Minimum O.D. = 0 874 inches (22100 mm) Noininal I.D. = 0.7850 inches (19.939 mm) Nominal Wall Thickne,s = 0 045 inches (1 143 mm) f low Area = O.A840 sq inches (31225 sy mm) Hazen Williams Formula C Facror = 150 FLOW, � (GPM) 2.00 4.00 6.00 B.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 Pressure Loss (psi/100 ft) 0.4944 1.7846 3.7815 � m 28.92G4 35_1590 41.9465 491811 57.1557 65.5641 74.5002 HeadLoss (fU100 ft) 1.1517 _..._........_. 4.1519 8.7905 14.9675 22.G169 31.6896 42.1472 53.9578 67.0944 81.5338 97.2555 114.2412 132.4747 151.9408 172.6261 Velociry (fL/sec.) 1.3258 2.6516 3.9774 5.3032 6.6290 7.9548 9.2806 10.6064 11.9322 13.2580 14.5838 15.9096 --.._..___ 1 Z2354 1 B 5613 1 g.g871 FLOW, p (cu. cm/sec.) 126.17 252 35 378.52 504.69 883.21 1009.39 1135.56 1261J3 1387.91 1514.08 1640.25 1766.43 1892 60 314" TYPE "M" COPPER TUBE - WATER FLOW AND FRICTION LOSS PER 100 FEET � FLOW, Q (GPM) 2.00 4.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 24.00 26.00 28.00 30.00 Pressure Loss (psi/100 f[) 0.42 1.52 323 5.50 8.31 11.65 15.50 19.85 55.95 63.58 Head Loss (fV100 ft� 0.98 3.54 7.50 12.77 19.30 27.04 35.97 46.05 57.26 69.58 97.49 113.05 129.66 Pressure Loss Head Loss (kPa/100 m) (m/100 m) 0.1118 _ _ 1.1517 0.4037 4.1519 0.8554 8.7905 1.4573 14.9675 - 2.2031 22.6169 3.0880 31.6896 4.1083 42.1472 5.2610 53.9578 6.5434 67.0944 7.9532 81.5338 9.4886 97.2555 11.1477 _ _114.2412 12.9290 132.4747 _. � -- 14.8311 1 �1.9408 __....._- - ---- 16.8525 172.6261 Velociry ROW, Q Pressure Loss Head Loss (f[/sec.� (cu. cm/secJ (kPa/100 m) (m/100 m) 1.24 12G 0.10 0.98 --_..__._-- ----- 2.48 252 0.34 3.54 _.......__...- -- --.....-- ---- 3]3 379 OJ3 7.50 - _ 4.97 505 1.24 12J7 6.21 631 1.88 19.30 ---....---- - - -- - ---- 7.45 757 2.64 27.04 8.70 883 3.51 35.97 9.94 1009 4.49 46.05 _... - ---- 71.18 1136 5.58 57.26 ----....._- - - - - 12.42 1262 6.79 69.58 -....__....- -- -- - 13.66 1388 8.10 83.00 _..._- 14.91 1514 9.51 97.49 -. _......_._ _.__._.......- --_.. ._..._.._._...__-- 16.15 1G40 11.03 113.05 _ -_ ---.... 11.39 176fi 12.66 129.66 _.. __..._..._ 18.63 1893 14.38 14 7.32 U.S. cus[omary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. NBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • FLKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: .1.574195.3221 • FAX: «1.574.295.3455 www.nibco.com Velocity (m/sec.) 0.4041 0.8082 L2123 1.6164 2.0205 2 3.6369 4.0411 4.4452 4.8493 5.2534 5.6575 6 0616 VelaciTy (mhec.) 0.38 1.14 1.51 1.89 2.27 2.65 3.03 3.41 3.79 4.16 4.54 4.92 5.68 63 Hazen Willlams Formula FLOW, Q (GPM) 2 50 --...__- ------ 5 00 _..... _......... _.....7 _5 0 ... _....... _....... 10.00 12.50 15.00 1Z50 20.00 22.50 25.00 32.50 35.00 37.50 40.00 42.50 45.00 47.50 50.00 52.50 55.00 Hazen Williams Formula FLOW Q (GPM) 2.50 5.00 --- ----..__..._.__. _ 7.50 _.._ 10.00 12.50 15.00 17.50 20.00 22.50 25.00 27.50 30.00 32 50 35.00 37.50 40.00 42.50 45.00 47.50 50.00 _..--- ---._ ............... 52.50 _..----- --.._..- 55.00 Pressure Loss (psi/100 ft) 0.24 0.85 --_1.80 - 3.07 4.65 6.51 8.66 11.09 13.80 _._...-16.77 -.._ 31.28 35.54 40.05 44.81 49.81 55.06 60.55 6627 72.24 Preswre Loss (psi/100 ft) 0.20 e�ai� 9.60 11.94 14.52 17.32 20.35 23.60 27.07 30.76 34.66 38.78 43.11 47.65 52.40 57.36 62.52 Maxlmum O.D - 1.1265 Inches (28.613 mm) Minimum OD- - 1_1235 Inchcs (28.537 mm) Nominal Wall Thicknetis = 0-0650 Inches (1.651 mm) C Fac[or - 150 Head Loss Velocity FLOW, Q (fU100 ft) (fL/sec.) (cu. cm/sec.) 0.55 1.03 758 -- - -- ---__-----... 1.98 2.06 315 - - - - ---- -- _ 4.19 3.09 473 7.14 4.13 631 10.78 5.16 789 - --- --- ___.. 15.11 6.19 946 __...._..._----- - ---..._____.._...._....__......._. 20.10 722 1104 --....--- ---- - __ ___ _ 25.73 8.25 1262 31.99 9.28 1419 --._._._........_....._._. __...------ ..............- --- 38.88 10.32 __ _ _ _ 1577 46.37 11.35 1735 54.41 -- - 12.38 -- --- 1893 ---_-- --- ---..._.... 63.17 13.41 2050 _..__ .............._...._ _.._ _._....--- ----.... 72.45 14.44 2208 82.31 15.47 2366 92.75 16.50 --- ---__ 2523 103.76 17.54 2681 115.33 18.57 2839 _........-- --..._._ 127.47 19.60 2997 140.15 20.63 3154 153.39 21.66 3312 -- --- 161.18 2269 3470 �.1�irir. ._ � . � . , . _.. '.1inlr!r, n, ��.�; - i . ; �; :� ., ,ic, Nominal Wall Thlckness - 0.0500 i: �che� (1270 mm; C Factor = 150 Head Loss Velocity FLOW. Q (fV100 ft) (ft./sec,) (cu. cm/sec.) 0.48 0.97 158 --1.71---- -- 1.94 - ---- - -315 --._......_...---- ------ -._.._._ ..................__.._. 3.63 2.92 473 -.._._..._._...-- -....._._ _....___... _ _--._._...__... 6.18 3.89 631 9.33 4.86 - - 789 13.08 5.83 946 17.39 6.80 - - - - 1104 22.27 7.78 ---- _ 1262 27.69 8.75 --1419 33.65 9.72 1517 40.13 10.69 1735 -----... --- --....-- 47.14 11.66 1893 54.67 12.64 - --- 2050 -----------.._ ....._ _.. ......_........_._. 62.70 13.61 2208 71.24 74.58 2366 80.27 15.55 2523 89.80 16.52 2681 99.81 17.50 2839 110.31---- 18.47 - ---2997 121.29 19.44 3154 ----- -- -... 132.75 20.41 3312 144.68 21.38 3470 Nominal O.D. = 1.1250 inches (28.575 mm) Nominal LD, = Q98501nches (25 273 mm) f low Area = 0-7776 sq- inches (501 65 sq- mm) Pressure Loss Head Loss Velocity (kP�/1U0 m) (m/100 m) (m/sec.) 0.05 0.55 0.31 0.19 1.9E3 0.63 - ----- ----- --- 0.41 _ 4.19 0.94 0.70 7.14 1.26 1.05 --- _...__ 10.78 1.57 1.47 15.11 1.89 1.96 20.10 2.20 2.51 25.73 2.52 3.12 31.99 2.83 3.79 38.88 3.14 4.53 46.37 3.46 5.32 54.47 3.77 6.17 63.17 4.09 7.08 72.45 4.40 8.04 82.31 4.72 9.06 92.75 5.03 10.14 103.76 5.34 11.27 115.33 5.66 _ 12.46 127.47 5.97 13.70 140.15 619 14.99 153.39 6 60 --._ _ __... ---_....----...... 16.34 167.18 692 N�r�ilralOD. - � ':Cinchc i�';�7�mml Noinin�l ID. _ �2�0 Inches i2i,.035 mml Flow Area = 0.8252 sq. inchcs (532.36 sq. mm) Pressure Loss Head loss Velocity (kPa/100 m) (m/100 m) (misec.) 0.05 0.48 0.30 0.17 1.71 0.59 ---.._...------- --- -- ..._.. 0.35 3.63 0.89 0.G0 6.18 1.19 0.91 9.33 1.48 127 13.08 1.78 1.70 17.39 2.0] 2.17 22.27 2.37 2.70 27.69 2.67 3.28 33.65 2.96 3.92 40.13 3.26 4.60 47.14 3.56 5.34 54.67 3.85 6J2 62J0 4.15 6.96 7124 4.44 7.84 80.27 4.74 -.-----.__ _._---_._._- - 8.77 89.80 5.04 9.75 99.81 5.33 10.78 110.31 5.63 11.65 121.29 5.93 __ ----- - -- 12.97 132J5 6.22 ------- --- - 14.14 144.68 6.52 U.S. customary units in this document are the standard; the metric units are provided for reference only. ihe values stated in each system are not ezact equivalents. mNBCO WC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 �� TFCH SERVICES PH: 1.888.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH: .1.574295.3221 • FAX: .1.574.295.3455 www.nibco.com �' ' ( ' 1 1 1 II M�aimum O D. - 1.1265 inches (28.613 mm) Nominai QD. = 1.1250 inches (28 575 mm) Mlnimum O.D = 1.1235 inches (28.537 mm� Nominal LD. = 1.0558 inches (26 797 mml Nominal Wall Thickness = 0 0350 inche's (0-889 mm) f low ArPa = 0.8742 sq- inches (56398 sq- mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velociry FLOW, p Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (fV100 ft� (ft./sec J (cu. cm/sec.) (kPa/100 m) (m/100 m ) (m/sec.) 2.50 0.18 0.41 0.92 158 0.04 0.41 0.28 - -- -- _ . ....---- _ _.. _- -- _._ ...... --- 5.00 064 1.49 184 315 0.74 1.49 0.56 --- - -- - --...._. -- ---_ -- --- 7.50 1.36 3.15 2.75 473 0.31 3.15 0.84 - --- - _ ......_- - - - 10.00 _ 2.31 5.37 3.61 631 0.52 5.37 1.12 12.50 3.49 8.11 4.59 789 0.79 8.11 1.4p _ __._.._.-- -- _.._._ - 15.00 4.90 11.36 5.51 946 1.11 11.36 1.68 -- _ __- --... _......_-- - - _ 17.50 6.52 15.11 6.42 1104 1.47 15.11 1.96 - _....... -- 20.00 8.34 19.35 7.34 1262 1.89 19.35 214 - - _.....__ _. _ - 22.50 10.38 24.06 8.26 1419 2.35 24.06 2.52 25.00 12.61 2914 9.18 1577 2.85 29.24 2.80 27.50 15A5 34.88 10.09 1735 3.40 34.88 3.08 __ 30.00 17.68 40.97 11.01 1893 4.00 40.97 3.36 --....- ----- --.._. .. 32.50 20.51 47.51 11.93 2050 4.64 47.51 3.64 35.00 23.52 54.49 12.85 2208 5.32 54.49 3.92 - - - - ------- --__...._ - - _ 37.50 26.73 61.91 13.76 2366 6.05 61.91 4.19 - -.._... --- _.........._. 40.00 30.12 69.76 14.68 2523 6.81 69.76 4.47 42.50 33.70 78.04 15.60 2681 7.62 78.04 4.75 _ _- - -- - _ 45.00 37.47 86.74 16.52 2839 8.47 86.74 5.03 __ 47.50 41.41 95.87 17.43 2997 9.37 95.87 5.31 50.00 __ 45.54 105.41 18.35 3154 10.30 105.41 5.59 - --- -------- -- _ _ _ - - - - 52.50 49 84 115.31 1927 3312 11.28 115.37 5.87 -- -- ---..._..---- ------------_ ---------- _ ___... -- -----------._....._._ - 55.00 54.33 125]4 20.19 3470 1229 125.74 6.15 1' I 1 1 1 II ;,,,. � , � I� i_ n i �iiD ]iCr. � � .. � Mii ,•�.i.G. - 1� �: r�a� �s r;i n�nn P.o �r��.al LD. - 1.2450 inc , 31.623 rnrn� Nominal Wall Thickness = 0 0650 inches (1.651 mm) Row Area = 12174 sq. inches (785.41 sq. mm) Hazen Williams Pormula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW. Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (fU100 ft) (f[./sec.) (cu. cm/sec.) (kPa/100 m) (m/100 m ) (misec.) 5.00 029 0.67 1.32 315 O.OG 0.67 0.40 _-- - ----....._. _.._....__._ _.. --- --- _ 10.00 1.03 2.40 2.64 631 0.23 2.40 0.80 -- -._...-- - -- _ -- - - ---......------- _...-- - - - _ 15.00 2.19 5.08 3.95 946 0.49 5.08 1.20 - - --- _ - - ------ _............_ _ 20.00 3J3 8.65 5.27 1262 0.84 8.65 t.61 25.00 5.64 13.06 6.59 1577 1.27 13.06 2.01 30.00 7.90 1830 7.91 1893 1.19 18.30 2.41 -- -------- - -- 35.00 10.51 24.34 9.22 2208 2.38 2434 2.81 - -- _ ....... - --- 40.00 13.46 31.17 10.54 2523 3.04 31.17 3.21 ------- - .._.. 45.00 16.74 38.75 11.86 2839 3.79 38.75 3.61 --._._ .....--- - 50.00 20.35 47.09 13.18 3154 4.60 47.09 4.02 --- - - ....._....._ - 55.00 24.27 56.18 14.49 3470 5.49 56.18 4.42 60.00 28.52 65.99 15.81 3185 6A5 65.99 4.82 _ 65.00 _ 33.07 76.52 17.13 4101 7.48 76.52 522 -- _ - -- - 10.00 37.94 87.76 18A5 4416 8.58 87J6 5.62 _..... -._--- -.._..._--- ---...._- --_........_..- -- --._...._- -- ____- - 7500 .- 4311--- -- ----9971 19.17 4732 9J5 99J1 6.02 - ---....._..__-- -__........._.. _ --- --- _.._._........----- ---- _...........-- 80 00 48.58 112.35 21.08 5047 10.99 112.35 6.43 U.S. cusromary uni[s in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. ---...-- -------- ---- - ------ ----... - -- -- --.........-------- _ .. _... NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY Si. • EIKHART, IN 46516-4140 • USA • PH 1.800.234.0227 m TECH SERVICES PH: 1.888.44G.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH: +1.574.295.3221 • FAX; +1.574.295.3455 • www.nibco.com Hezen Wllliams Formula f�OW Q �6PM) �.00 ___..____ __..._._..__...... 10.00 --- - ----- 15.00 20.00 25.00 30.00 35 00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 Hazen Williams Pormula FLOW. Q (GPM) 5.00 - iD00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 55.00 60.00 65.00 70.00 75.00 80.00 Pressure Loss (psl/100 ft� 016 _...._....0.96---- 2.02 3.45 5.22 731 9.73 12.45 --15.49 18.83 22.46 26.39 30.61 35.11 39.89 44.96 Pres��ure loss (psi/100 ft) 0.24 0.87 1.83 3.12 4.72 6.62 a.ai- 11.28 14.03 17.05 20.34 23.90 27.72 31.80 36.13 - 40]2 Maximum OD = 1.3165 inches (34 963 mml Minimum O.D - 1.3735 inches (34 887 inm) Nominal Wall Thicknes, = 0-0550 inches (1397 mml C Fectnr = 150 Head Loss Velociry FLOW, Q (fV100 ft) (ft/sec ) (cu. cm/sec.� 0.62 118 315 _........_ ..............._....._............._..._..---..._...._................._ .......-----------.. 222 2.55 631 __._....------- -...--------- - ---.._.._ _---.._..._ 4.70 3.83 946 8.00 5.11 --- ---_ _ 1262 _._._._.........----- ....- --- -----...._...--- 12.09 638 1577 ----_ _ - - --- 16.94 7.66 1893 - -- --- - - 22.53 8.93 2208 ----- _... - - ---- 28.84 10.21 2523 -_.._.._ _ _....__.___ ......._...._.._..-- 35.86 11.49 2839 ---..._- ---.._..--- ---- 43.58 12.76 3154 51.98 14.04 - - -- _ 3470 --- - --- - - fi1.06 15.32 3785 -- ___-- --- 70.81 16.59 4101 ------- -....._ __._..._ --- ------- - 81.Z1 17.87 4416 -- - - -- 92.27 19.15 4732 _ -- --- 103.97 20.42 5047 Maxlmum O D = 1 3765 Inches (34 963 mn�� Minimum OD -�.3735 inches (34 887 mml Nominal Wall Thickness = 0.04201nchr,s (1 067 mrn; C Factor = 150 Head Loss Velocity FLOW, Q (fU100 ft) (ft./sec.) (cu. cm/sec.) 0.56 1.23 315 ----._....--- --.._.._._.__.._.._ ........................_ .__..._._._._..----... 2.01 2 45 631 4.26 3.68 946 -. - _._......._............_...........-- 7.25 4.90 1262 - ---....._.... ......._...__..._ 10.95 6.13 1571 15.34 7.35 1893 20.40 - 8.58 --- - 2208 --- - -- --- - 26.12 9.80 2523 32.48 11.03 2839 39.47 12.25 3154 --- ---- -...._...--- ----......--- 47.08 13.48 3470 --...._..-- -- ---- 5531 14.71 3785 64.14 15.93 4101 ---- -....._ --- - 73.56 17.16 441G 83.57- -- 1U.38 4732 -.._- -....._ - -- 94.17 19.61 5047 Nominal 0-D. = 1.375 inches (34_925 nim) Nominal LD. = 1.2fi5 inches (32 131 mm) f low Area - 12568 sy Inr,�es (810-85 sq- min� Pressure Loss (I8a/90U m) 0.06 - -0.22 --......._0.46 0.78 1.18 1.65 220 2.82 3.50 4.26 5.08 5.97 6.92 7.94 9.02 1017 - Head Loss (m/100 m) 0.62 2.22 . 4.70 8.00 12.09 16.94 22.53 28.84 35.86 43.58 51.98 61.06 70.81 81.21 92.27 103.97 Velociry (m/sec.) 0.39 0.78 - 1.17 1.56 1.95 2.33 2.72 3.11 3.50 3.89 4.28 4.67 5.06 5.45 5.84 fi12 - Naminal OD. = 1_3750 inches (3A.925 mml Nomli?al I.D. = 129101ncheti (32J914 mm) Row Area = 1.3090 sq inches (844.52 sy. mni) PfESSIIfQ �055 (kPa/100 m) 0.05 0.20 0.41 0.71 --1.07 1.50 --1.99 2.55 3.17 3.86 4.60 5.41 6.27 7.19 8.17 -- 9.21 HE2d LOSti (m/100 m) 0.56 2.01 416 715 10.95 15.34 20.40 26.12 32.48 47.08 55.31 64.14 73.56 83.57 94.17 Velocit (m/sec� 0.37 0.75 1.12 1.49 1.87 2.24 2.61 2.99 3.36 4.11 4.48 4.86 5.23 5.60 5.98 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are no[ exact equivalents. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 �� TfCH SERVICES PH: 1.688.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL SERVICE PH: «1.574.295.3221 • FAX: +1.574.2953455 www.nibco.com 1' � 1 1 1 1 II Mazimum O.D. = 1,6270 inches (41.326 mm) Nominal O.D. - 1 6250 inches (4L275 mm� Mlnimum 0-D. - 1 6230 Inches (4L224 mm) Nomin�l LD. = 1 AS10Inches (38227 rrmi Nominal Wall Thl�kness - 0 0720 inches (l _829 mm) Row Area = 1]227 sq. inches (1111 39 �q. mm) Haz�n Wllliams Pormul� C Factor = 150 FLOW, G Pressure Loss Head Loss Velociry FLOW, Q Pressure Loss Head Loss Velocity (GPM) (psi/100 ft) (fV100 ft) (fLlsec.) (cu. cm/sec.) (kPa/100 m) (m/700 m ) (m/sec.) _ 5.00 __ 0.12 029 0.93 315 0.03 0.29 018 - -- -__ _ _ _ ---- - 10 00 0.44 1.03 1.86 631 0.10 1.03 0.57 -- -- - - --- - ----- - --- -_---- ----.... ..__ 15.00 0.94 2.18 2.79 946 0.21 2.18 0.85 - -_ --_-- --......_.._ 20.00 1.60 3.12 3.72 1262 0.36 3.72 1.14 _ 25.00 2.42 5.61 4.66 1577 0.55 5.61 1.42 --.._ _..-- - -- 30.00 3.39 7.87 5.59 1893 0.77 7.87 1.70 --. - .._. ......._ _.._ 35.00 4.52 10.46 6.52 2208 1.02 10.46 1.99 -- ---- -- -......._...... _. 40.00 5.78 13.39 7.45 2523 1.31 13.39 2.27 45.00 7.19 16.65 8.38 50.00 8.74 20.24 9.31 55.00 10.43 24.14 10.2� 60.00 12.26 28.36 11.1 65.00 14.21 ---32.88 12.1 70.00 16.30 37]2 13.0� I5.00 18.53 42.85 13.9 80.00 20.88 48.28 14.9( 85.00 23.36 54.01 15.8: 90.00 25.97 60.04 16.7E 95.00 28.70 66.35 17.6! 100.00 31.56 72.96 18.6; 105.00 34.55 79.85 19.5f ---- ----- --- -_........--- - -...... 110.00 37.66 87.03 20AS -- --- - ------- -...------....__ - ---- - 115.00 40.89 94.49 21 A� 2839 1.63 1 G.65 3154 1.98 2014 3470 2.36 24.14 3785 2.71 28.36 4101 3.22 32.88 4416 3.69 _ 37.72 4732 4.19 42.85 5047 4.72 4828 5362 5.28 54.01 5678 5.87 60.04 5993 6.49 _ 66.35 6309 7.14 72.96 6624 _ _ 7.82 79.85 ---- ---...---.._...-- --- 6940 H.52 87.03 --- ------ ---......._..-- 7255 � � � � 9 25 94.49 3.12 3.97 4.26 4.54 4.83 5.11 5.39 5.68 5.96 6.53 1' ' 1 � 1 1 1 II Maxlmum O.D = L6270 inches (41,326 mrn) Nominal O D = 1.6250 inches (41.275 mm) Minimum O D- - 1.fi230lnches (41 Z24 mm) Nominal ID = 1 5050 inches (37_6174 mrn) Nominal Wall Thlckuess = 0.0600 inches 11 524 mm) Row Are.a - 1 J789 sy. indies (1147.71 sq. mm) Hazen Williams Formula C Factor = 150 FLOW, Q Pressure Loss Head Loss Velocity FLOW, Q Pressure Loss Head Loss Velociry (GPM) (psi/100 ft) (ft/100 ft� (fL/sec.) (cu. cm/sec.) (kPa1100 m) (m/100 m) (m/sec) 5.00 0.11 0.2fi 0.90 315 0.03 0.26 0.27 _ _ -- -.. _ ___..._.. ..... --- --- -._.._.. .. - -- ._ _--- 10.00 0.41 0.95 1.80 631 0.09 0.95 0 55 _......_....-- --- --_- ---------- ---._ ........---- ---.........._ - -------- - 15.00 0.87 2.02 2.71 946 0.20 2.02 0.82 - _ __ -- -- - ----- -- 20.00 1.48 3.44 3.61 1262 0.34 3.44 1.10 --- -......._-- -- - -...._..._ 25.00 2.24 5.19 4.57 1577 0.51 5.19 1.37 --...... -- --...__._. 30.00 3.14 7.27 5.41 1893 0.71 717 1.65 _._.._._.. -- -_..___ _ 35.00 4.18 9.67 6.31 2208 0.94 9.67 1.92 - -----.. ._...._ ----- 40.00 5.35 12.39 7.21 2523 1.21 12.39 2.20 45.00 6.65 15.40 8.12 2839 1.50 15.40 2.47 50.00 8.09 18.72 9.02 3154 1.83 18.72 2.75 55.00 9.65 22.32 9.92 3470 2.18 22.32 3.02 --- -- ---__ .._.._..._.._ __.. - 60.00 11.33 26.22 10.82 3785 2.56 26.22 3.30 ----- -- -....... -- - -- 65.00 13.14 30.41 11.72 4101 2.97 30.41 3.57 -- ---.__ _........__...- -- 70.00 15.08 34.88 12.62 4416 3.41 34.88 3.85 75.00 17.13 39.63 13.53 4732 3.88 39.63 4.12 - -- - -- _ ................._ - - - 80.00 19.31 44.65 14.43 5047 4.37 44.65 4.40 - - - -... _..._.._..... ---- 85.00 21.60 49.95 15.33 5362 4.89 49.95 4.67 _..... -----...---- - 90.00 24.01 55.52 16.23 5678 5.43 55.52 4.95 - ------- _.._._.. 95.00 26.54 61.36 17-13 5993 6.00 61.36 522 100.00 29.19 61.47 18.03 6309 6.60 67.47 5.50 - - -- -._._...._-- 705.00 31.95 73.84 18.94 6624 7.23 73.84 5.77 _...._ .............. _---- -- ______._....--- - -- - - 710.00 34.82 80.48 19 84 6940 7.88 80.48 6.05 ---..._. ----- --_ ---------......._.....____ - -_ __ ....- - 115.00 37.87 87.38 20.74 7255 8.55 87.38 6.32 U.S. customary units in this document are the standard; the metric units are provided for reference only. The values stated in each system are not exact equivalents. ------......__.....----- - ---- -- NBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST • ELKHART, IN 46516-4740 • USA • PH: 1.800134.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234A557 • WTERNATIONAL SERVICE PH: r1.574.295.3221 • FAX: t1.574.295.3455 www.nibco.com 67 Hazen �'Villiams Formula FLOW, Q (GPM) 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 65.00 70.00 15.00 80.00 95.00 100.00 105.00 110.00 _....... 115.00 Hazen Williams Formula FLOW. Q (GPM) 10 -- - ------- 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 -.._....._......_180 -. _.........._. _...----._...... 190 Pressure Loss (psi/100 ft) 0.11 -. ._._...__.... 0.38 0.81 1.38 2.09 2.93 3.89 4.98 620 7.53 8.99 10.56 1215 14.05 15.96 17.99 20.13 22.38 24.73 27.20 29.77 32.45 -- _ .......3 5 . 2 3 .......... Pressure Loss (psi/100 ft) 0.11 0.41 0.87 1.48 2.24 3.14 4.18-- 5.35 8.09 9.66 11.34 13.16 15.09 17.15 19.33 21.62 24.04 26 57 Maximum O.D = 1.6270 Inches (41_326 mmJ Minimum O D- - 1.62301nchcs (4L224 mm) Naminzl Wall Thicknes� = 0-0490 inches (L2446 mm) G F,�ctor = 150 Head loss Velocity FLOW, Q (ft/100 ft) (ft./se¢) (cu. cm/sec.) 0.25 0.88 315 _........._ ....... .......-- ------------........... .... _ --- 0.89 1.75 631 ------ -- - -_ .............._.- 1.88 2.63 946 --____ ._....___....._. 3.20 3.50 1262 4.84 4.38 1577 6J8 5.26 1893 9.02 6.13 -- -- - 2208 ----- - ......................_._.._...._.__... 11.54 7.01 2523 _....------ - _ ........................_.........._ 14.35 7.88 2839 17.44 8.76 3154 _ __... --- --- 20.80 9.64 3470 24.44 10.51 3785 - -- - -- 28.34 11.39 4101 --._..._ -........-- ------.._.._ 32.50 1216 4416 36.92 13.14 4732 ---.._.._._._ _._..-- ---- 41.61 14.02 5047 ----- _.._...._ _.._.._ 46.55 14.89 5362 51.74 15.17 5678 57.1A 16.64 5993 --- -- - -....---.... ._ ..................._. 62.87 17.52 6309 ----- -- ------- ---_.._._- 68.81 18.40 6624 ---__ ----......_._.........-- -..._.__._.. ._.._......_.....-------- 74.99 19.27 6940 ___._....----- ---- -- ------- 8L42 ZO-15 7255 Maxlmum O.D. _ �.1270 inches (54.026 mrn) Minimum OD. - 2.1230Inches (53.924 mrn) Nominal Wall Thlckness = O.Ofl30 inche:s (2l Ok32 mml C Factor = 150 Head Loss Velocity FLOW, Q (fV100 ft) (ft./sec.) (cu. cm/secJ 0.26 1.06 631 - -- --- 0.95 213 _ _ 1262 2.02 3.19 1893 3.43 4.26 25Z3 - -- - _ -- --__ _ 5.19 5.32 3154 7.27 6.39 3785 9.67 7.45 4416 --- --. _.._-_. _.__._..._-- 12.38 8.52 5047 15.39 9.58 5678 18.71 10.64 6309 - ------ -___...--- 22.32 11.11 6940 --- _...._ .......... ............._.._._._ 26.21 12.77 7570 30.40 13.84 - --- --- 8201 34.86 14.90 ------ 8832 39.61 15.97 9463 - -- - _ _ - - _.... _ 44.63 17.03 10094 --------- - --...--...__ ..._._......_.....--- 49.93 18.10 10725 55.50 19.16 11356 _ ..............__-- ----- ------ 61.34 2022 1198G 67.44 2119 12617 Nominal QD. = 1.6250 inr.hes (41.275 mm) Nominal I.D, = 1.5270 inches (38J858 mm) Row Area = 1_8313 sq_ inches (11BL50 sq mm) Pressure Loss Head Loss Velocity (kPa/100 m) (m/100 m) (m/sec.) 0.02 015 0.27 - -- - ---._..._......_ ........._..------- _ 0.09 0.89 _ 0 53 0.18 1.88 0.80 0.31 3.20 1.07 0.47 4.84 1.33 0.66 6.78 1.60 - 0.88 9.02 1.87 1.13 11.54 2.14 1.40 14.35 2.40 --------.. ..... _ 1JO 17.44 2.67 2.03 20.80 2.94 2.39 24.44 3.20 2J7 28.34 3.47 3.18 32.50 3.74 3.61 36.92 4.00 4.07 41.61 4.27 4.55 46.55 4.54 5.06 51.74 4.81 5.59 57.18 5.07 6.15 62.87 5.34 6.73 68.81 5.61 --------- ___- - - 7.34 74.99 5.87 7.97 -- --- 81.42 6.14 Nominaf O.D. = 2 1250 inches 153975 minl NominallD. = 19590inchetila9J586mm1 Floev Arr-.a = 3.0141 sy. inches (1944.58 sy. mnij Pressure Loss Head Loss Velociry (kPa/100 m) (�n/100 m) (m/sec.) 0.03 Q26 0.32 ---- - --- - - 0.09 0.95 0.65 020 -- - 2.02 -- -- 0.97 034 3.43 1.30 0.51 5.19 1.62 OJ1 7.27 1.95 0.95 9.67 2.27 1.21 12.38 2.60 2.18 22.32 3.57 2.57 ---- - 2611 3.89 2.98 30.40 4.22 3.41 34.86 4.54 3.88 39.61 4.87 4.37 44.63 5.19 4.89 49.93 5.52 5.44 55.50 5.84 ----._.._._... _...._..-------- ..._._- G.OI 61.34 6.16 6.61 67.44 6.49 U.S. customary units in this document are the standard; the metric units are provided for reference only. T he values stated in each system are not exact equivalents. -_ - -- --.... ---....------- -- NIBCO WC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 •• TFCH SERVICES PH: 1.888.446.4226 • FAX: 1 800234.0557 • INTERNATIONAL SERVICE PH: «1.574,295.3221 • FAX: +1.574.295.3455 www.nibco.com Hazen Williams Formula FLOW, Q (GPM) 10 _ -- 20 - 30 _.... 40 50 60 70 80 90 100 130 140 150 760 170 180 190 200 Haren Williams Formula FLOW, Q (GPM) 10 ---- Z� -- 30 -...__....----.._.._....---- 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 __.__. _...__ 1no ---- 200 Pressure Loss (psi/100 ft) OJ1 0.39 -_ _......_.. 0.82 1.39 2.10 2.95 3.92 5.02 I�i�: 12.34 14.15 16.08 18.13 20.28 22.54 24.92 27 40 Pressure Loss (psi/100 tt) 0.10 0.36 -- 0.77 _......1.31..__...... 1.98 2.78 3.70 4.74 5.89 7.16 8.54 10.03 -- 11.64 13.35 15.17 17.10 19.13 21.26 _.__.. .__...... 23.50 25 84 -- Maximum O.D = 21270 inches (54 026 mm) Mlnimum O D. = 2.1230 inches (53 924 mm) Nominal Wall Thickress = 0.0100 inches (i J78 mm� C Factar = 150 Head Loss VPlocity FLOW. Q (fU100 ft) (ft./sec.) (cu. cm/sec.) 0.25 1.04 631 - - - - -------- -- 0.89 2.07 1262 _._...... ___--- 1.89 3.11 1893 -- ---. _... _....__......_..._. ......_.......- -- 3.22 _ 4.15 2523 - - -- ..............__....._........... 4.87 5.18 3154 -- - --- -_- - 6.82 6.22 3785 9.07 7.26 - 4416 - ------ -- 11.61 8.29 5047 --- - 14.44 9.33 5678 -- --.. _______---__ _....__....._._ 17.55 10.37 6309 20.93 11.40 6940 24.58 12.44 7570 28.51 13.48 8201 --- ---.._...... _._....... 32.70 14.51 8832 37.15 15.55 9463 --- _...--.-._. .._..__ 41.86 16.59 10094 46.83 17.62 _ ---- --- 10725 52.05 18.66 11356 __...._ _. _...__ _. 57.53 19]0 11986 -- - -- -- - ----- 63.25 20.73 12617 M�i i r..�- i; f� - �� i...-�^, � ;^ r_i Mni'�_�cUD � c_h� � ,��1 Nominal Well Thickness = 0 0580 inches (1.4732 mm) cra�co� - iso Hr,ad Loss Velocity FLOW, Q (ft/100 ft) (fL/sec.) (cu. cm/sec.) 0.23 1.01 631 -------.._...._ ......_---------._. ....-------.._..-- 0.84 2D2 1262 - -- -----._.._...- ---.. .-....------...._._. i ]8 3 04 1893 3.04 4.05 2523 4.59 5.06 3154 -- ------------.._ ..__...._ 6.43 6.07 3785 8.55 7.08 4416 10.95 8.10 5047 13.62 9.11 5678 16.55 10.12 6309 19.74 11.13 6940 ---- - --...__ 23.19 12.15 7570 ----- -- --- -._..._.... 26.89 13.16 8207 - - - --- - 30.84 14.17 8832 ____..___ _._.- 35.04 15.18 9463 39.48 16.19 10094 44.17 1721 - - - 10725 49.09 18.22 11356 _..... __. _ .._..... _...... 5416 1923 11986 _. . _ _ 59.66 2Q24 12617 Nominal QD. = 2.1250 inches (53.975 mm) Nominal ID = 1.9850Inches (50.419 mm) Flow Area - 3.094fi sq inches (1996.54 sy rnm) Pressure Loss Head Loss Velocity (kPa/100 m) (m/100 m) (m/secJ 0.02 015 0.32 - - __ .. _..._._. _.-....__...._. 0.09 0.89 0.63 - - --- - -- -. 0.18 1.89 0.95 0.31 3.22 1.26 0.48 4.87 1.58 0.67 6.82 1.90 --- _ ..-- 0.89 9.07 2.21 1.14 11.61 2.53 1.41 14.44 2.84 1J2 17.55 3.16 2.05 20.93 3.48 2.41 24.58 3.79 2J9 28.51 4.11 3.20 32J0 4 42 3.64 37.15 4.74 4.10 41.86 5.06 4.59 46.83 537 5.10 52.05 Sb9 5.64 __..._.._..--- --- 57.53 _.. ...- 6.00 ----- _ _---- - 620 6325 6.32 Nominal O.D. = 2.1250 inches (53 975 ric"� Nominal I.D. = 2.0090 inches (51_0236 n��,ir�; Flow Area - 3.1699 sq. Inches (2045.11 sy. mm) Pressure Loss Heatl Loss Velocit (kPanoom) �mnoom� (misec� 0.02 0.23 0.31 0.08 0.84 0.62 _...._._._......_ ............ ._.-._---.._......._----.._....._.....------- 0.17 1.78 0.93 0.30 3.04 1.23 0.45 _4S9 -- 1.54 0.63 6.43 1.85 0.84 8.55 2.16 _ 1.07 10.95 _ 2.47 1.33 13.62 2.78 1.62 16.55 3.08 1.93 19.74 339 2.27 23.19 3.70 2.63 26.89 4.01 3.02 30.84 4.32 3.43 35.04 4.63 3.87 39.48 4.94 4.33 44.17 5.24 4.81 49.09 5.55 _ .... _..----. -. _ _.. _ 5.32 54.26 5.86 5.85 59.66 6.17 U.S. customary units in this document are the standard the metric units are provided for reference only. The values stated in each system are not exact equivalents. NBCO INC. WORLD HEADQUARTERS • 1516 MIDDLFBURY ST. • ELKHART, IN 46516-4740 � USA • PH� 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX 1.800.234.0557 • INTERNATIONAL SERVICE PH: .1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com 69 Co er Water Tube continued pp Tube �yG Type K Type L lype M DWV ACR Commercially Available Leng[hs Color Code Standard Application Nominal or Standard Sizes Drawn Green ASTM B 88 Domestic Water Service Distribution Straight lengths: V<-inch to 8-inch 20 ft. (6.tm) Fire Protec[ion 10-inch 18 fL (5.5m) _ -- --- Solar 12-inch 12 ft. (3Jm) FueUFuel Oil Coils: '/a-inch [01-inch — HVAC — Snow Melting 1'/a-inch & 1'/rinch — 2-inch — Blue ASTM B 88 Domestic Wa[er Service Distribution Straight Lengths: '/a-inch to 10-inch 20 fL (6.1 m) -------.....__....__._.._. _.._.__._. Fire Protection 12-inch 18 fL (5.5m) Solar FueUFuel Oil Natural Gas Coils: '/<-inch [01-inch — Liquified Petroleum (LP) Gas — HVAC P/a-inch & 1'/z-inch — Snow Melting 2-inch — Red AST M B 98 Domestic Water Service Distnbution Straight Lenyths, '/a-inch to 12-inch 20 fL (6.1 m) _.... _...._ Fire Protec[ion Solar FueUFuel Oil HVAC Snow Melting Yellow ASI M B 306 Drain Straight Lenq[hs: 1'/<-inch to 8 inch 20 ft. (6.1m) Waste Ven[ HVAC Solar Blue OXY iype K MED Green OXY/MED OXY/ACR TypeL ACR/MED Blue Type G Yellow ' Available as special order only. Annealed 20 ft. (6.1 m) 18 ft. (5.5m) 12 ft. (3.7m) 60 ft. (18.3m) 100 ft. (30.5m) 60 ft. (18.3m) 40 ft. (12.2m) 45 ft (13.7m) 20 ft. (6.1 m) 18 ft. (5.5m) 60 ft. (18.3m) 100 ft. (30.Sm) 60 ft. (18.3m) 40 ft. (12.2m) 45 ft. (13.7m) N/A N/A ASTM B 280 Air Conditioning Straight Lengths: '/a-inch to 4'/n-inch 20 fC (6.1m) 20 ft. (6.1m)' Refrigeration Natural Gas Coils: '/e-inch ro 15/e-inch — 50 ft. (15.3m)' Liqulfied Petroleum (LP) Gas AS I M B 819 Medical Gas Straight Lengths: V<-inch to 8-inch 20 ft. (6.1 m) N/A ASTM B 837 I Natural Gas Liquified Petroleum (LP) Gas Straight Leng[hs: '/u-inch ro P/N-inch _12 ft (3Jm) 12 ft. (3.1m)' 20 ft. (6.1 m) 20 ft. (6.1 m)' Cails: '/n-inch [o'/�-inch — 60 fL (18.3m)' — 100 ft. (30.5m)' U.S. customary units in this document are the standard the metric units are provided for reference only. The values stated in each system are not exact equivalents. --...— __..__._..—_._..._..___--- — — -- -- ----- mNIBCO INC. WORLD HFADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800234.0227 '� TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL SERVICE PH: -1.574.2953221 • FAX: +1.574.295.3455 www.nibco,com ■ ■ When adjoining surfaces of copper and copper alloys meet under proper conditions of cleanliness and temperature, solder will make a perfect adhesion. The strength of joint is equal to or even greater than the strength of tube alone. Surface tension seals the joint. Capillary attraction draws solder into, around, and all about the joint. It's easy to learn to make a perfect solder joint when you use NIBCO Fittings. WITH 95-5 SOLDER AND INTERMEDIATELY CORROSIVE FLUX Cut tube end square, ream, burr and size. ` �—, _ '`,�� - �-1j 1�� _ - - - —~� "�T � 3. Apply soltler flux to outside of tube and inside of cup of fitting carefully so that surfaces to be joined are completely coveretl. Use flux sparingly. �' ,,� a' Remove flame and feed solder into the joint at one or two points until a ring of solder appears at the end of the fitting The correct amount of solder is approximately equal to 1'/z the diameter of the fitting...'/<" (20mm) solder for'/z" fitting, etc. � " � t.�. � 2. Use sand cloth or steel wire brush to clean tube antl cup to a bright metal finish. t a .�-<✓ 4. Apply flame to the fitting to heat tube and solder cup of fitting untii solder melts when placed atjoint of tube and fitting. 6. Remove excess solder with a small brush or wiping cloth while the soltler is plastic. ``!� i�rr � NIBCO INC. WORLD HFADQUARTERS � 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH 1.800.234.0227 TECH SERVICES PH: 1.888.44G.4226 • FAX: 1.800.234.0557 • WTERNATIONAL SERVICE PH: +1.574295.3221 • FAX: .1.574.295.3455 www.nibco.com f 85 G�U�AMTROLN�. FIRE-X-TROL° FPT Series, Fire Protection Expansion Tanks (ASME) 175 PSIG Working Pressure :M I;VIVNtI:I WN :HARGING IA LV E MODELS: � FPT-S-C FPT-12-C SYSTEM CONNECTION B CHARGING VALVE MODELS: FPT-20V C FPT-30V C A FPT-42V-C FPT-60V C FPT-70V C � C � 0 In-Line Models Model Tank A B Sys. Ship No. Vol. Hei ht Diameter Conn. Wt. Lit. Gal. mm ins. mm ins. ins. kg Ibs. FPT-S-C 15 2.1 264 103/a 254 10 �'a NPTF 9.5 21 FPT-12-C 24 6.4 397 155/s 305 12 �'a NPTF 15.4 36 Stand Models Model Tank A B C Sys. Ship No. Vol. Hei ht Diameter Dim. Conn. Wt. Lit. Gal. mm ins. mm ins. mm ins. ins. k Ibs. FPT-20V-C 30 8.0 495 19/z 305 12 273 10�'a �'a NPTF 23.6 52 FPT-30V-C 53 14.0 486 19�/e 419 16�ia 324 12�'a �/a NPTF 44 97 FPT-42V-C 66 17.5 616 24�/a 419 16�ia 324 12�a �'a NPTF 52.7 116 FPT-60V-C 95 25.0 838 33 419 16�/a 324 12�'a �'a NPTF 70 154 FPT-lOV-C 129 34.0 1054 41 �iz 419 16�/a 324 12�a �'a NPTF 90 197 fPT-80V-C 200 53.0 908 353/a 610 24 406 16 1�/a NPTF 114 251 FPT-120V-C 250 66.0 1111 433/a 610 24 406 16 1�/a NPTF 127.6 281 FPT-180V-C 292 77.0 1235 4H5�8 610 24 406 16 1��a NPTF 160.3 353 FPT-210V-C 341 90.0 1410 55�iz 610 24 406 16 1�ia NPTF 173.4 382 VAWE MODELS: FPT-80V C A FPT-120V-C FPT-180V C FPT-210V-C srsreM +- CONNECTION 4' I' C Job Name Location Engineer Gonstructed per ASMt Gode SeCtion VIII, IJivision 1. All dimensions and weights are approximate. Maximum Operating Conditions Operating Temperature -20°F (-29°C) to 200°F (93°C) � � Working Pressure 175 PSIG (12 bar) � A Specifications Contractor Contractor P.O. No._ Sales Representative Model No. Ordered Rev. 03/06 � $ Submiffal data sheets can ONLY be ordered as a'Submitta/ Dafa Sheet Pack ", using MC# 4400. They are not available to o�der on an indi- vidual basis, however each data sheet is available on the Amtro/ Web Site and can be downloaded and printed for use as needed. Calculation for size of expansion tank NFPA 13, 13R,& 13D Minimum Insert data into yellow boxes only Tank T e of antifreeze used Size Pro �ene G� col 6.3 allons GI cerine 6.8 gallons A.7.5.3.2 One formula for sizing the chamber is as follows. Other methods also exist. 1l__.�'.,I I>r -I where: ` �>„ 11 �l = change in antifreeze solution volume (gal) due to thermal expansion 7.8405512 1.981982 12 S �= volume (gal) of antifreeze system, not including the expansion chamber 55 i 3 D�= density (gm/ml) of antifreeze solution at lowest expected temperature 1.05 1.15 7 1a D„ = density (gm/ml) of antifreeze solution at highest expected temperature 1.016 1.11 8 15 This method is based on the following information: �.'� ��. ��_t'� �'.' � � — - - Ad'usted �., ' - �i � where: Given Converted 1s VE� = minimum required volume (gal) of expansion chamber ' -- - _ _ -- — __ — __ _ 2o V o= air volume (gal) in expansion chamber at precharge (before installation) ' 21 V,= air volume (gal) in expansion chamber at normal static pressure ' V Z= air volume (gal) in expansion chamber at post-expansion pressure (antifreeze 22 at high temperature) ' 23 P o= absolute precharge pressure (psia) on expansion chamber before installation 102 ° 117 9 2a P,= absolute static ressure si on water su ly side of backflow reventer 102 ° 117 ' 25 P 2= absolute maximum allowable working pressure (psi) for antifreeze system 150 5 165 9 26 T o= temperature (°R) of air in expansion chamber at precharge 68 6 528 10 T,= temperature (°R) of air in expansion chamber when antifreeze system piping is 2� at lowest expected temperature 68 6 528 10 T z= temperature (°R) of air in expansion chamber when antifreeze system piping is 28 at highest expected temperature 68 ` 528 i0 This equation is one formulation of the ideal gas law from basic chemistry. The amount of air in the expansion chamber will not change over time. The pressure, temperature, and volume of the air at different times will be related in acwrdance with this fortnula. 1'_. = l � - :�/. The antifreeze in the system is essentially incompressible, so the air volume in the expansion chamber will decrease by an amount equai to the expansion of the antifreeze. It is assumed that there is no trapped air in the system piping, so the only air in the system is in the expansion chamber. This is a conservative assumption, since more air is better. In reality, there will be at least some trapped air. However, only the air in the expansion chamber can be relied upon to be available when needed. l��> = 1- At rechar e, the chamber will be com letel full of air. .-_ ___._ . � , � 1�,, _--- =- - � '-- P,: 7, (1', ' I, l'; ' l', �f NFPA 13 (02) ' Density is based on -10PF for 50% propylene glycol and is an estimate of the lowest expected temperature of the mixture in the entire system for a ranch style house. A higher temperature might be expected for a tri-level home. Use density for glycerine under the same conditions z Density is based on 13�F for 50% propylene glycol and is an estimate of the highest expected temperature of the mixture in the entire system for a ranch sryle house. A lower temperature might be expected for a tri-level home. Use density for glycerine under the same conditions ' It is believed that values for V cancet since the total volume within the chamber does not chan e d The pre-charge pressure will be the same as static pressure at the street or pump churn pressure 5 e maximum a owa e wor ing pressure is t e same as t e maximum iste pressure or the sprinkler heads 6 The tem rature chosen is based on ex ansion tanks installed in heated basements Revised 12/O6/05 ' Density values come from Fig 7.5.2.5 (a-c) Pg 33-34 e Left column = glycol; right column = glycerine 60% (-10 to 130) 9 Add 15 to all pressure values to include atmospheric pressure 10 Add 459 to F to chan e to R 1 � I I � 1 �;� �Ti ye,�e Tested..;�v years and millions of gali�rn�;r�r��tal�'ed �; 3�y�� .�� , � ��w�,�� . � �h .�^�`�..e �,r,G� � .... �'ireFighte�r �G� ` � ., �,,., , ., ,. ��,::« ��-,.� ��..,. . ��a , .._.... ..n:...�, F1reFighter'P�G �� Frrt�txc Pra��r,Yion ffw�d 'S t Itqy` prrtte•�clr�o�n. NOO�A�TUY:IC' � j :IU�S+ �tfQ�MC�PO!'1 .s �iE iUq,�,;TREWC,T#1 - QQ N�OT PILU?E _°;� �°-'°'"'4- `.� ,."� .�.. ,� �� ,� �,W„�,*+' �" � ; ;a .� _�� .. _ �. ., ,. t.. .�. �. w.. . � � -- � '� -~ �' ..� �1i � � �� rv�-,� ��TM � � Freeze Protection Fluid Glycerine solutions for CPVC wet fire sprinkler systems FireFighterTM PG Freeze Protection Fluid Propylene Glycol solutions for most wet fire sprinkler systems Easy to Use Available in 5 gallon containers, 55 gallon drums, totes or tank trucks. • Ready to use or concentrates • Custom blends available Easy to Maintain Instruments necessary st the fluids and n the protection � �00-878-5788 { \/\�/��/ MA�IA/�A�1�fN�N�I l�AN�� Hydrometer _-� t, l � PRODUCT DESCRIPTION FireFighter GL and FireFighter PG are non-toxic*' anti- freezes designed specifically for fire protection systems. These products are used in place of water and other wa- ter-like fluids in sprinkler systems where freezing may either cause damage or interfere with the functioning of systems or equipment, and/or toxicity to humans or ani- mals is a concem. FireFighter GL FireFighter GL is a Glycerine based material which is compatible with all approved types of pipe, including B1azeMaster� CPVC sprinkler pipe and fittings. Active Ingredient: USP or CP Glycerine Other ingredients: Water Viscosity Reduction Agent Dye FireFighter PG FireFighter PG is a Propylene Glycol based material which is compatible with all approved types of sprinkler systems, with the exception of CPVC. Active Ingredient: Propylene Glycol Other Ingredients: Water Viscosity Reduction Agent Inhibitor Dye Flammability FireFighter GL and FireFighter PG are not flammable since they have no measurable flash point; however, both products can flash or burn if the water content is evapo- rated off: No harmful fumes are produced. Toxicological, Environmental and Health Information FireFighter GL and FireFighter PG are virtually harmless to animals or plants; however, the disposal of these mate- rials should be in conformance with national, state and local health codes. FDA References GRAS: FireFighter GL and FireFighter PG are consid- ered "Generally Regarded as Safe" (GRAS) by the Fed- eral Food and Drug Administration. Typical Physical Properties of "Ready-to-Use" FireFighter GL and FireFighter PG Color: Density @ 77°F: (grams/ml) Viscosity @ 77°F: (Centipoise) pH: Boiling Point @ Atmospheric Pressure: (760 mm) Minimum Flow Temperature: Minimum Burst Temperature: (Hard Freeze) Flash Point Fire Point Concentrate (Pensky-Martens Closed Cup) "Ready-to-Use" FireFi�hter GL FireFighter PG Orange Red 1.137 1.026 7.05 6.15 7.0 8.0-9.6 212°F 222°F -15°F -15°F -50°F -50°F 350°F 214°F 400°F 220°F Other FireFighter Antifreeze Products �# FireFighter GL Concentrate �# FireFighter PG Concentrate (New Formula) �# GL and PG Custom Blends For specifications on these products please contact us. *FireFighter is a Trademark of The Noble Company *BlazeMaster is a Registered Trademark of Noveon "Non-Toxic is used to describe extremely low chronic and awte toxic- ity. No maximum safe intake for humans has been established. The product is considered GRAS by The Food and Drug Administration. Sizes FireFighter GL and FireFighter PG are available in: �# 1 gallon plastic bottles (6 per case, PG Ready- to-Use only) �# 5 gallon pails �# 30 gallon drums �# 55 gallon drums �# 275 or 330 gallon totes �# 5000 gallon tank truck System Requirements and Limitations All fire protection sprinkler systems that use Fire- Fighter GL and FireFighter PG should conform to local, state and NFPA requirements. The use of an- tifreeze within these systems should also conform to NFPA requirements. Use of antifreeze solutions should also be in confor- mance with any state or local health codes. Please contact your local health authorities if you have any questions concerning the codes in your area. Maintenance Chemicals which compose FireFighter GL and Fire- Fighter PG can break down over time. NFPA 25 re- quires that the freezing point of the system should be tested at least once a year. Periodic testing of systems is critical to maintaining the proper con- centration and freeze point of the fluid. Leaks, pressure surges and temperature changes to the system can cause antifreeze to flow out of the sys- tem or water to flow into the system changing the freeze temperature. Testing To test the freeze protection level of FireFighter GL or FireFighter PG the correct instrument must be used. For testing FireFighter GL we have two instruments. A lab grade hydrometer or a digital refractometer. For testing FireFighter PG we have three instru- ments for test. A lab grade hydrometer, an analog refractometer or a digital refractometer. When testing indicates that the solution has weak- ened, empty the system and replace with fresh FireFighter GL or FireFighter PG, according to the installation instructions. For further information concerning correct testing procedures and test instruments, contact our tech- nical services department and ask for "How to Choose the Correct Antifreeze Loop Tester". RECOMMENDED CONCENTRATIONS FireFighter GL Ready-to-Use Specific Gravity Freeze Point Burs[ Point @ 77° F — ....................----- — --- —__ _ _--- --- — 1.141 -15° F -50° F l.l 16 -5° F -45° F 1.102 0° F �0° F 1.096 10° F -35° F FireFighter PG Ready-to-Use Specific Gravity Freeze Point Burs[ Point (7a, 77° F 1.033 0° F -50° F 1.028 +10° F -20° F 1.024 +IS° F 0° F 1.020 +z0° F +�0 ° F FireFighter GL Concentrate GL Conccntretc Frcezc Point Specific Gravity @60 °F 40% +5°F 1.100 50% -IS° F 1.133 60% -22° F 1.151 70 % -40° F I.I65 RECOMMENDED CONCENTRATIONS FireFighter PG Concentrate (New Formula�, FF PG Freeze Point Specific Gra�ity Concentrate �? 60° F 60% -60° F L045 50% -26° F L041 40 % -6° F I .034 30% +9° F 1.027 ACCESSORIES t# Lab Grade Hydrometer �# Analog Refractometer �# Digital Refractometer AVAILABILITY FireFighter GL and Firefighter PG are available throughout the U.S. through wholesale distributors. Please contact The Noble Company for your local representa- tive and wholesaler. TECHNICAL SUPPORT Specifications, installation design, instal- lation techniques and unique applications will be reviewed upon request. Address inquiries ATTN: FireFighter Technical Support, Email: www.noblecompany.com or phone us at: 800-878-5788 Field services are available through fac- tory representatives and Noble Company staff. Contact The Noble Company for local representatives. Additional product information and MSDS are available immediately through our website at www.noblecompany.com or our Fast Fax service at 1-800-272-1519. These are available 24 hours a day, 7 days a week. Tha Noble Company P.O. Box 350 Grand Haven, MI 49417-0350 www.noblecompany.com Phone: (231) 799-8000 (800) 878-5788 Fax: (231) 799-8850 Fast Fax: (800) 272-1519 ;�� ' _. ��sa `�, `in+«.fe�., Fi.. 9�p�rinkl�r llrsoclsNon n��Eh�BEft 4rIM.YMM. �� ' M'IMIH�.'s 1� .��«�.,,�: � NFPA h�Ch1E3FR m 2004 Form #FFPIG 1004 Supercedes 0604 �'� :a y PIPE FIXINGS 008CP Two-hole Strap for Copper Tubing • Size Range: 1/4" through 2" • Surface Finish: Copper colored coating (for identification purposes only) • Light duty support of copper tubing • Attaches directly to the face of a horizontal or vertical structural member • Conforms with Federal Specification WW-H-171 (Type 26), Manufacturers Standardization Society (MSS) SP-58 and SP-69 (Type 26) — U. ---- � � � � d[— � 0080025CP � �1/4�' � � 1�5/16" 5/8�1 1/4" 0080037CP 3/8" 1" 5/8" 1/4" 0080050CP 1/2" 1-1/8" 5/8" 1/4" 0080075CP 3/4" 1-1/4" 3/4" 1/4" 0080100CP 1" 1-3/8" 3/4" 1/4" 0080125CP 1-1/4" 1-12" 7/8" 1/4" 0080150CP 1-1/2" 1-5/8" 1-1/4" 1/4" 0080200CP 2" 1-7/8" 1-1/4" 1/4" PIPE FIXINGS 008CU Two-hole Copper Strap for Copper Tubing - Solid Copper • Size Range: 1/4" through 2" • Surface Finish: Plain • Light duty solid copper strap support for copper tubing • Attaches directly to the face of a horizontal or vertical structural member • Conforms with Federal Specification WW-H-171 (Type 26), Manufacturers Standardization Society (MSS) SP-58 and SP-69 (Type 26) �, _ � � � � � � i i g � � —� �_...._ HS � ;, � A � i i � i i g � � —� � — HS � i� '' :y,. 4'j / .. �Z A 800-333-0852 www.erico.com Fig. 202 - Adjustable Copper Tubing Ring Hanger Size Range — 1/2" thru 6" copper tubing Material — Carbon Steel Function — Recommended for the suspension of non- insulated stationary copper tubing. Approvals — Conforms to Federal Specification VWV-H-171E, Type 10, 1/2" thru 4", and Manufacturers Standardization Society SP-69, Type 10 Finish — Copper-plated Order By — Figure number and nominal tubing size Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Rod Size A B � Load Lbs. Wt./100 1/2 3/8 3'/a 2'/a 1 V� 400 11 314 3/8 3'/a 25/8 1'/, 400 11 1 3/8 3'/a 2'IZ 1 400 12 1'/, 3/8 3'/, 2'/: 1 400 13 1'/z 3/8 3'/a 3 1'/< 400 14 2 3/8 4'/z 3'/a 1'/Z 400 15 2'/2 3/8* 5'/� 4'/8 2 600 40 3 1/2 63Ig 4'/< 2 600 45 3'/, 1/2 6'/a 4'/: 1'/2 600 52 4 1/2` 7'/8 5'/, 2 1250 59 5 5/8 8'/a 5'/, 2 1250 97 6 5/8 9'/2 6'/a 1'/e 1250 139 ` 2'/�" CT filled with water weighs less than 2" IP filled with water, 4" CT less than 3'/_' IP with watec 2'/." CT available with 1/2" thread and 4" CT available with 5/8" thread for Government Specs. Otfice/Manu(acturing Facility • 1375 Sampson Ave. • Gorona. CA 92879 • Ph: 909 73Z5599 • Fax: 909]37 0330 Customer Service • 800.786.5266 � � www.mlco.com 250 Ib WWP Bronze Ring Check° Valves Fire Protection Valve • Inline Lift Type • Rubber Discs • Spring Actuated 250 PSI/17.2 Bar Non-Shock Cold Working Pressure° CONFORMS TO MSS SP-80 MATERIAL LIST PE IFI T 1. Body Bronze ASTM B 584 Alloy C84400 2. Stem Stainless Steel ASTM A 582 Alloy C30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 5. Disc Water, Oil or Gas �Buna-N) 6. Seat Screw Stainless Steel ASTM A 276 Alloy S43000 7. Body End Bronze ASTM B 584 Alloy C84400 DIMENSIONS-WEIGHTS-QUANTITIES imensions Size A B C T-480 Master In. mm.ln. mm. In. mm. In. mm. In. mm. In. Ctn. Qty. 3/e 10 2.00 51 1.38 35 1.44 37 0.41 0.19 100 '/z 15 2.06 52 1.38 35 1.19 30 0.36 0.16 100 3/a 20 2.25 57 1.63 41 1.31 33 0.48 0.22 100 1 25 2.63 67 2.00 51 1.50 38 0.77 0.35 50 1'/a 32 2.94 75 2.38 60 1.69 43 1.14 0.51 30 1'/z 40 3.31 64 2.75 70 2.00 51 1.63 0.74 30 2 50 3.69 94 3.38 86 2.31 59 2.27 1.03 10 Ordering: The T-480 has standard Buna-N Discs. Also availa6le with TFE (Y) Discs; specity T-480-Y. �'e" thru T' require Yz pound pressure to open. C�- _. t�l-. . '� •- C}- �--- �-,__. (�l- Dezincification Resistant T 480 Threaded T-480 NPT x NPT l�1 ____...._.a...� NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intertnediate position. WARNING - Valve must be installed downstream of receiver tank if used in line with reciprocating air compressor. Do Not Use as a FooNalve. Waming - Do Not Use For Reciprocating Air Compressor Service. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 m TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800134.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • fAX: +1.574295.3455 www.nibco.com 400 Ib. WWP Bronze Ball Valves Fire Protection Valve • Standard Port • Two-Piece Body • Blowout-Proof Stem • TFE Seats 400 PSI/27.6 Bar Non-Shock Cold Water MATERIAL LIST PART SPECIFICATION 1. Handle Nut Zinc Plated Steel 2. Handle Zinc Plated Steel Clear Chromate Plastisol Coated 3. Packing Gland Brass ASTM B 16 Alloy C36000 4. Packing TFE 5. Stem Silicon Bronze ASTM B 371 Alloy C69400 ar ASTM B 16 Alloy C36000 6. Ball Brass ASTM B 16 Alloy C36000 or ASTM B 124 Alloy C37700 7. Seat Rings TFE 8. Body Bronze ASTM B 584 Alloy C84400 or Brass ASTM B 124 Alloy C37700 9. Body Endpiece Bronze ASTM B 584 Alloy C84400 or Brass ASTM B 124 Alloy C37700 � � ,,. . � ��a�� ' � �� , jw �ry ,.r ; �:.�f T-580 Threaded 7-580 NPT x NPT DIMENSIONS-WEIGHTS-QUANTITIES Dimensions Size A B C D Port Weight Box Master In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kn. Qty. Ctn. Qty. '/z 15 2.00 51 1.56 40 3.94 100 38 8 57 Z6 10 60 3/< 20 2.28 58 1.72 44 3.94 100 50 13 72 33 10 60 1 25 2.88 73 2.06 52 4.69 119 75 19 1.25 57 5 30 1�/a 32 3.41 87 2.31 59 4.69 119 1.00 25 1.65 79 4 40 1 Yz 40 3.75 95 2.81 61 6.75 171 1.25 32 2.53 1.19 2 10 2 50 4.44 113 3.13 79 6.75 171 1.50 38 3.65 1.66 1 10 NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800234.02Z7 mi TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibca.com � B 1 Figure No. 6341 SINGLE INLET An inlet connection with 250 G.P.M. minimum inlet capacity to supplement the fire protection water supply. Provides unobstructed water supply. Flush round design enhances appearance and provides unobstructed passage. STANDARD EQUIPMENT: Cast Brass round plate with double female adapter; plug and chain; branding as selected. SPECIFY THREAD AND BRANDING. BRANDING: "Standpipe", "Auto Spkr." FINISH: Cast Brass OPTIONAL FINISH: PB-Polished Brass PC-Polished Chrome Round Plate Figure No. Size 6341 2 1/2 X 2 1/2 6342 3 X 2 1/2 6343 3 X 3 �'„�,� ��-� � � �f �� `� 1fvYl *� Ty� �`�� ,�a� �...�, i; � �, . '�. •�,��^ � c��. ��- � Figure No. 6342 RESIDENTIAL FIRE DEPT. CONNECTION ,,-;: ,..-''--�. 5'r { r` ... � `�l� I � �,,�� ;` �� pi.�h` � j �,� �,��r -.�.� _..- +�, i, r � ,�i � ,} ' ,€�: Figure No. 6345 Page 6-12 An inlet connection to supplement the water supply to a residential sprinkler system. STANDARD EQUIPMENT: 1 1/2" cast brass round plate assembly with integral pin lug swivel inlet. Hose thread inlet swivel, 1 1/2" NPT female outlet on back of plate. Cast brass plug and brass chain. Overall outside Diameter 4 3/8". SPECIFY THREAD AND BRANDING. UIL LISTED. BRANDING: "Auto Spkr." FINISH: Cast Brass OPTIONAL FINISH: PB-Polished Brass PC-Polished Chrome SASH SERIES PPO�� SPRINKLER ALARM STROBE HORN/SIGN � The Symbo/ of Protection COMBINATION SASH-24 SASH-120 UL Listed Strobe Horn Dimensions: 9-1/4" h x 10" w x 4" d Voltages Available: SASH-24 (24VDC) SASH-120 (120VAC) Environment: Indoor or Outdoor use. Weatherproof backbox is included with both models. Termination: Separateterminalsforhornandstrobe. Finish: Red with white lettering. SASH-24 Stock No. 1000555 SASH-120 Stock No. 1000560 The SASH series is a multitone horn/strobe combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA and Current Ratings Model SASH-24 SASH-120 Typical Anechoic Input Current Input Current dBA at 10 ft. Amps at 24VDC Amps at 115VAC At Nominal Tone Input Voltage HI STD HI STD HI STD Horn 0.040 0.023 0.050 0.040 99 93 Bell 0.014 0.012 0.040 0.038 92 87 March Time Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Tone 0.028 0.017 0.042 0.038 95 90 Slow Whoop 0.048 0.026 0.050 0.040 99 94 Siren 0.036 0.023 0.045 0.040 98 93 Hi/Lo 0.020 0.014 0.041 0.039 93 88 Strobe Candella 117 15 Strobe Current 0.088 0.060 (If the strobe and audible operate on the same circuit, add the strobe current to the tone curreM.) Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146-4161 • Phone: 800-3253936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850004 - REV D PAGE 1 OF 2 MFG. #5401076 - 9/03 SASH SERIES P POTTER SPRINKLER ALARM STROBE HORN/SIGN � The Symbol of Protection COMBINATION SASH-24 SASH-120 WIRING INFORMATION SASH-24 STROBE AND HORN POWERED BY THE SAME CIRCUIT + + STB - + AUD - SASH-24 STROBE AND HORN POWERED FROM SEPARATE CIRCUIT SASH-120 OPERATED BY WATERFLOW SWITCH + STB - + AU D - + + � H CONTACTS CLOSE ON ALARM WATERFLOW SWITCH L STB N L AUD N N DWG. # 1076-1 PRINTED IN USA MKT. #8850004 - REV D PAGE 2 OF 2 MFG. #5401076 - 9/03 �yco Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Sprinkler Cabinets 3, 6, & 12 Sprinklers, i/2 or 3/4 Inch NPT 6 ESFR Sprinklers, 3/4 or 1 lnch NPT General Description Tyco� Sprinkler Cabinets are con- structed of inetal enclosures with hinged covers designed to provide on- site storage of an emergency supply of sprinklers and a sprinkler wrench. NFPA 13 requires a representative number of each type of sprinkler used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers that may have operated or become damaged. Sprinkler Cabinets are manufactured of heavy gauge steel with knock-outs to accommodate NPT threaded sprin- klers and are painted an attractive red enamel. WARN/NGS The Sprinkler Cabinets described here- in must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operafing condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. ��x � ,� n, � .,?�'' °��'��'' �,,uii,y�.,x�.. � � �� I ,.. . _ �.�-.�w,. �..— �,,- , � I ��`ir;' ��W I r Technical Data Material Carbon Steel Weights 3 Sprinkler Cabinet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1.5 Lbs. (0,68 k9) 6 Sprinkler Cabinet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2.3 Lbs. (1,04 k9) 12 Sprinkler Cabinet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4.0 Lbs. (1,81 k9) 6 ESFR Sprinkler Cabinet . . . . . . . . . . . . . . . . . . . . . . . . . .3.3 Lbs. (1,36 kg) Page 1 of 4 AUGUST, 2007 TFP785 Page2of4 REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/2" NPT SPRINKLERS 3/4" NPT SPRINKLERS � HINGES �"�� OO � 1-5/16" � (33,3 mm) 5-1/4" R (133,4 mm) 7-1/4" 1-1/4" DOOR SWING �(184,2 mm) � (31,8 mm) __ 5" I (127,0 mm) 3-1/4" 2" (98,4 mm) (50,8 mm) � r HOLES FOR 3/16" (5 mm) - SCREWS 1-3/4" (44,5 mm) I / 1-1/8" '/ �, (28,6 mm) / � 2-5/8" 1-3/16" � , 2-9/16" (66,7 mm) (30,2 mm) (65,1 mm) 6" (150 mm) � MINIMUM - �CLEARANCE 5" (25,4 mm) (�mm) � _� SPRINKLER SLOTS FOR yyRENCH DOOR 1 ' (25,4 mm) AND HINGES SHELF STRAP HANGER SHELF NOT SHOWN F/GURE i 3 SPR/NKLER CABINET REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/p^ NPT SPRINKLERS 3/4" NPT SPRINKLERS � i�' i i' � r' � �\ + � HINGES �' � �',%� �',%� � O 1-5/16" � (33,3 mm) 14-1/16" 1-1/4" (357,2 mm) (31,8 mm) 10-13/16" �(274,6 mm) 2" 3-1/4" (50,8 mm) (98,4 mm) O 1-3/4" (44,5 mm) � � 1-5/8" (41,3 mm) 5-1/4" R (133,4 mm) DOOR SWING �-----� 1 i/ / 6" 1-3/16" 6"�150 mm) ,� 2-9/16" (152,4 mm) (30,2 mm) MINIMUM � �65,1 mm) CLEARANCE � � � 5" (25,4 mm�mm) �_ HOLES FOR SPRINKLER SLOTS FOR WRENCH DOOR 3/16" (5 mm) 1" (25,4 mm) AND HINGES SCREWS SHELF STRAP HANGER SHELF NOT SHOWN F/GURE 2 6 SPRINKLER CABINET TFP785 TFP785 REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1/2" NPT SPRINKLERS 3/4" NPT SPRINKLERS � � � _, � �o Cd ;:``; ;��); ;��:; :� + + ,, � O O ( 1-1/2" ) HINGES �� ;; ��;; '� + + 38,1 mm 1-1/2" 5-1/4" R (38,1 mm) (133,4 mm) 14-1/16" 1-1/8" �DOOR SWING (357,2 mm) (28,6 mm) 10-13/16" 1-5/8" �(274,6 mm) � (41,3 mm) 2" 6" 1-3/16" 3-1/4" (50,8 mm) (152,4 mm) (30,2 mm) (98,4 mm) � \ 6" (150 mm) MINIMUM CLEARANCE O � I 5" 25,4 mm �12�'0 mm) 1-3/4" � � (44,5 mm) � — �1 HOLES FOR SPRINKLER SLOTS FOR 3/16" (5 mm) SHELF ��25,4 mm) SCREWS STRAP HANGER WRENCH SHELF DOOR AND HINGES NOT SHOWN F/GURE 3 12 SPR/NKLER CABINET REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 3/4" NPT SPRINKLERS 1' NPT SPRINKLERS � . ,' - :. . ,' - :. . ,-- :. . % i\ i) i\ n« n i� + � HINGES - = "�=�� ` 1-9/16" � (39,7 mm) 14-1/16" 1-9/16" (357,2 mm) (39,7 mm) 10-13/16" 1-5/8" �(274,6 mm) � (41,3 mm) 2" 6" 1-3/'�" (50,8 mm) (152,4 mm) (30,2 � � 3-13/16" 0 � (96,8 m� 1" (25,4 mm) 2-3/8" (60,3 mm) � HOLES FOR SPRINKLER SLOTS FOR yyRENCH 3/16"(5 mm) 1"(25,4 mm) SCREWS SHELF STRAP HANGER SHELF Page 3 of 4 6-7/16° R (163,5 mm) DOOR SWING _ ,------- % I� �� 7" (180 mm) � / MINIMUM 3-��5� ' (79,4 mm) CLEARANCE �� /8" mm) 6-3/16" (157,2 mm) DOOR AND HINGES NOT SHOWN F/GURE 4 6 ESFR SPR/NKLER CABINET � �_ Page 4 of 4 Installation Sprinkler Cabinets are designed with two 3/16 Inch (4,7 mm) diameter holes for wall mounting or direct attachment to the system riser with a strap-type hanger. The Sprinkler Cabinet should be installed at or near the system con- trol valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers In Spare Sprinklers System Required Under 300 6 300-1000 12 Over1000 24 The 3, 6, and 12 Sprinkler Cabinets are designed to accept both 1/2 & 3/4 Inch NPT threaded sprinklers, where- as the 6 ESFR Sprinkler Cabinets are designed to accept both 3/4 & 1 Inch NPT threaded sprinklers. As neces- sary, insert a screwdriver blade from the front top of the shelf and under the near bottom part of the knockout an- nular ring. Press the screwdriver han- dle down to remove the knockout ring. Care and Maintenance The Sprinkler Cabinet, wrench, and stock of spare sprinklers should be in- spected at least quarterly. The follow- ing items should be checked: • The Sprinkler Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or tem- peratures in excess of 100°F (38°C). • The stock of spare sprinklers should include an adequate number of each type and temperature rating. • The stock of sprinklers must be in good condition. • A sprinkler wrench of the appropriate type must be included in the Sprin- kler Cabinet. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warran- ty is given for products or components manufactured by companies not af- filiated by ownership with TFBP or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and/or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- press or implied, including warranties of inerchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TFP785 Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkier Cabinet: Specify: (Description), P/N (specify). 3 Sprinkler Cabinet . . . . . . . . . . . . . . . . . P/N 1177 6 Sprinkler Cabinet . . . . . . . . . . . . . . . . . P/N 1119 12 Sprinkler Cabinet . . . . . . . . . . . . . . . . P/N 1124 6 ESFR Sprinkler Cabinet . . . . . . . . . . . P/N 1111 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale Pennsylvania 19446 � � ns For sprinkler systems & devices Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description Central's Identification Signs are designed to provide information to the end user about the sprinkler system and iYs components. They are available with a variety of wording combinations to meet the signing requirements of NFPA 13. The five basic types of signs are as fol lows: Type A- Control Valve Sign Type B- Multi-purpose Text Signs Type C- Cold Weather Sign Type D- Fire Alarm Sign Type E- Hydraulic Calculation Sign The Signs are constructed of 18 gauge steel or aluminum with a porcelain enamel or printed mylar facing respectively. The signs have corner holes or slots for easy attach- ment in the field. Sign Type B is available with the following text options: Air control Air control valve Air line Alarm test Alarm line Antifreeze system Auxiliary drain Control Control valve Drain Drain valve Entire system From city main In this building In this section Inspectors test Main control Main drain Open sprinkler control Open sprinkler drain Test valve Triangular main drain Water motor Water motor line Technical Data Model: Sign Style: Flat, rectangular Standard Finish: porcelain or mylar Size: Type A- 9" x 7" Type B- 6" x 2" Type C- 73/0" x 1 Y<" Type D- 9" x 7" TypeE-5"x7" Weight: Type A- 4.5 oz. Type B - 0.5 oz. Type C - 2.0 oz. Type D - 4.0 oz. Type E - 1.5 oz. Installation The Identification Signs are pro- vided with %s" diameter or larger holes (or slots) in the corners for easy attachment using standard hardware chain, wire, plastic lock ties, or light gauge metal strap (not included). Identification Signs No. 28-9.0 Sign - Type A The blank spaces on this sign may be utilized to provide message flexibility. Simply add combinations of sign Type B and Type C as desired. Sign - Type B AUXILIARY DRAIN I Sign - Type C .� H� MUST BE OPEPED IN CASE OF FIRE g� ALSO WRING SUMIdER MONTHS BACK OO 1995 Central Sprinkler Company Printed in U.S.A. Sign - Type D . Sign - Type E [ENTRAL _ Central Sprinkler Company 451 N. Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information When placing an order, indicate the full product name. Please specify the quantity and type. Hardware for hanging is not supplied with the Sign. It must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from date of shipment. Please refer to the current Price List for further details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Signs.l