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F11-0030
TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F11-003 0 Job Address: 395 E LIONSHEAD CIR VAIL Status ...: ISSUED Location.....: ADJACENT TO LIONSHEAD PARKING STRUCTURE Applied..: 06/07/2011 Parcel No...: 210106407012 Issued . .: 08/16/2011 Project No Expires. .: Total Permit Fee ---------- > $0.00 OWNER TOWN OF VAIL 06/07/2011 $0.00 C/O FINANCE DEPT > $0.00 75 S FRONTAGE RD BALANCE DUE --------- > $0.00 VAIL # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## CO 81657 APPLICANT PHOENIX AUTOMATIC SPRINKLER 06/07/2011 Phone: 303 - 523 -2098 DEPARTMENT 7684 S BRENTWOOD ST LITTLETON mvaughan Action: AP locations, CO 80128 alterations to stan License: C000003080 CONTRACTOR PHOENIX AUTOMATIC SPRINKLER 06/07/2011 Phone: 303 - 523 -2098 7684 S BRENTWOOD ST LITTLETON CO 80128 License: 0000003080 Desciption: INTERCONNECT EXISTING STANDPIPES AND ADD HOSE VALVES AT CENTER STAIRS; LIONSHEAD TRANSIT CENTER- PHASE II: TRANSIT WELCOME CENTER Valuation: $39,189.00 ************************************* * * * * * * * # * # * * * * * * * * * # * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * * * * * * * * * * # * * * * ** Mechanical --- > $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $2,097.53 Plan Check --- > $432.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - -> $2,097.53) Investigation -> $0.00 TOTAL FEES--------- - - - - -> $2,097.53 Total Permit Fee ---------- > $0.00 Will Call ----- > $0.00 Payments------------------- > $0.00 BALANCE DUE --------- > $0.00 ############################################################################################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 06/14/2011 mvaughan Action: AP locations, changes and alterations to stan discussed with contractor. 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- 140911S IN ADVANCE BY TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM - 5 PM. _ SIGNATtyX01)F OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF Department of Community Development 75 South Frontage Roap Ila Cp� Ofd(�Qr,. FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: 1. 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 Prot,art•inn r,,n +—, *+ Project Street Address: — -r+ Li o-6hQ - C ie, (Number) (Street) (Suite #) Building /Complex Name: Contractor Information: Company: _Piqu i toVTU hict+ic- ` ein tj2,1 Company Address: - 76 8'Ll S, B a.71fL..3 onCJ 154 City: L i>`+F ko-,...) State: 60 Zip: �5 l Z(5� Contact Name: on LLl Contact Phone: _ 303 _.S Z 3 ^20 of � E Mail_ CC kc - *IOn tl. cti.9tj} 0�{tC4 ✓1Cf To Vail w of for Registration No.: Cf1Doo0o X �— Contractor S' ature (required) Property Information Parcel #: 1 p+ ( 8 )o(_�_ Z (For parcel #, contact Eagle County Assessors Office at 970 -328 -8640 or visit www.eaglecounty.us /patie) Tenant Name: T uekiRG C Owner Name: TpY Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: ��1�, DO() Office User Project #: 1 i� (} - Q�� Building Permit #: , I / Sprinkler Permit #: F ` ` o f) Lot #: Block # — Subdivision: Detailed Description of Work: 30 +M Cn ry0 � XiS1 i� 5�`'r'� Pi (1c S C GC�Cv hcse_ vrz l vc5 C? �„ �e-i S� i eS (use additional sheet if necessary) Detailed Location of Work: acAa (@u25 I" � DV_q 3 -d Pi p Does a Monitored Fire Alarm Exist? Yes No X) Does a Sprinkler System Exist? Yes ( ) No (y) Work Class: New ( ) Addition N Remodel ( ) Repair( ) Retro -Fit ( ) Other( ) Type of Building: Single - Family ( ) Duplex ( ) Multi - Family Commercial (N Restaurant ( ) Other ( ) Date Received: nIECIEodFEn In( JUN 02 2011 lUl TOWN OF VAIL 01- Feb-10 LIONSHEAD PARKING GARAGE 395 EAST LIONSHEAD CIRCLE 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 CALCULATION SUMMARY Project Name: LIONSHEAD TRANSIT WELCOME CENTER Drawing No. : Design Areas Project Location: 395 EAST LIONSHEAD CIRCLE City: VAIL, CO Design Area Name Calc. Mode (Model) Occupancy Area of Application Total Water Pressure @ Source Min. Density Min. Pressure Min. Flow Calculated Heads Hose Streams Margin To Source (ft 2 ) (gPm) (Psi) (gPm /ft (Psi) (9Pm) # (gPm) (Psi) 2 Demand (HW) NFPA 14 0 1250 136.1 0 100 500 1 750 -136 Date 6/1/2011 File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Page 1 Copyright © 2002 -2010 Tyco Fire Protection Products HYDRAULIC CALCULATIONS for Job Information Project Name: LIONSHEAD TRANSIT WELCOME CENTER Contract No.: City: VAIL, CO Project Location: 395 EAST LIONSHEAD CIRCLE Date: 5/24/2011 Contractor Information Name of Contractor: PHOENIX FIRE Address: City: Phone Number: E -mail: Name of Designer: DBA Authority Having Jurisdiction: VAIL FIRE DEPT Design Remote Area Name 2 Remote Area Location STANDPIPE HOSE VALVES Occupancy Classification NFPA 14 Density (gpm /ft N/A (In -Rack) Area of Application (ft 0 Coverage per Sprinkler (ft N/A (In -Rack) Number of Calculated Sprinklers 1 In -Rack Demand (gpm) Special Heads Hose Streams (gpm) 750 Total Water Required (incl. Hose Streams) (gpm) 1250 Pressure at Source (psi) 136.1 Type of System Wet Volume - Entire System (gal) 1862.7 gal Water Supply Information Date Location Source 5 -25 -11 VAIL FIRE DEPT PUMP TRUCK W1 Notes File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright O 2002 -2010 Tyco Fire Protection Products Page 2 Job: LIONSHEAD TRANSIT WELCOME CENTER Diagram for Design Area : 2 (Optimized Hvdraulic Simolified) Node Labels: Off Pipe Labels: Off File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright 0 2002 -2010 Tyco Fire Protection Products Page 3 Job: LIONSHEAD TRANSIT WELCOME CENTER Hydraulic Analysis for: 2 Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb /ft Fluid Dynamic Viscosity, (lb•s /ft Water Supply Parameters Supply 1 : W1 Demand Hazen - Williams Water @ 60F (15.6C) N/A for Hazen - Williams calculation. N/A for Hazen - Williams calculation. Flow (gpm) Pressure (psi) 0 0.1 2000 0.1 Hoses Inside Hose Flow (gpm) 750 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 ____________________________________________________ _____________ ______ __ ____ _ __ _ __ Total Hose Flow (gpm) 750 Sprinklers Ovehead Sprinkler Flow (gpm) InRack Sprinkler Flow (gpm) Other (custom defined) Sprinkler Flow (gpm) ----------------------------------------------------------------------------------- Total Sprinkler Flow (gpm) Other Required Margin of Safety (psi) 0 W1 -Pressure (psi) 136.1 W1 - Flow (gpm) 1250 Demand w/o System Pump(s) N/A File: C:\dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright 0 2002 -2010 Tyoo Fire Protection Products Page 4 Job: LIONSHEAD TRANSIT WELCOME CENTER Hydraulic Analysis for: 2 f Supply $- System Demand . m L U) U) L 150 - 1 D2 140 - -------- - - - - -- --------------- 130 i - ----------- - - - - -- - - - - - -- -- -- - -- 1 r i' 120 J--- -- —! —� - - - - -- - -- -- -- - - - -- - - - -- _ I I 1 110 i - - -- ------------------ 1 ; 100 --- ; - - - -- - -- — 90 �-- -------------t------ I 80 -- —s — 70 - -- --- -- - - -- j 60 i --------- - - - - -- I 50 i - -- - -- -- - - - - -- - - - -- - - - - -- 40 ; ----------- = - - - -- - -- I 30 i ---------------------------- 1 � 2 D1 _ . __ 1 T I I -� - t -_ 1 �t' 1 0 -1 llunE MEMO on������������������������1� `� 0 6000( BO® 001000100120013001400150016001700 1800 1900 2000 210 Flow, gpm File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright © 2002 -2010 Tyco Fire Protection Products Page 5 Job: LIONSHEAD TRANSIT WELCOME CENTER Hydraulic Analysis for : 2 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 0.1 S2 Supply point #2 - Residual 2000 0.1 D1 Elevation Pressure 0 10.8 D2 I System Demand 1250 136.1 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @Flow (gpm) Supply Coverage 1 -136 1250 Open Heads File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright (D 2002 -2010 Tyco Fire Protection Products Page 6 Required Calculated Head Ref. Head Type Coverage K- Factor Density Flow Pressure Density Flow Pressure (ft') (gPm /psi Y2) (gPm /ft (gpm) (Psi) (gpm /ft (gpm) (psi) 200 Standpipe 0 0 Soo 100 0 500 100 Demand File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright (D 2002 -2010 Tyco Fire Protection Products Page 6 Job: LIONSHEAD TRANSIT WELCOME CENTER Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K -Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open /Closed Overdischarge Density Elev. Pres. Req. Discharge gpm /psi V2 gpm ft 2 psi psi ft gpm gpm /ft psi gpm 200 Standpipe Demand 500 100 100 27 SDNODE Open 0 -10.8 500 201 Inside Hose 98.7 27 HOSE 250 -10.8 250 202 Inside Hose 250 101 27 HOSE -10.8 250 01 Node 101.4 27 NODE -10.8 61 Node 103.7 27 NODE -10.8 203 Inside Hose 250 107.8 27 HOSE -10.8 250 04 Node 109.9 8.5 NODE -2.8 51 Node 110.5 27 NODE -10.8 15 Node 112 8.5 NODE -2.8 16 Node 118.8 8.5 NODE -2.8 wl Supply -1250 136.1 2 SUPPLY 0 File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright © 2002 -2010 Tyco Fire Protection Products Page 7 Job: LIONSHEAD TRANSIT WELCOME CENTER 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) 04 (ft) WM /PsiVz) WPM) (in) (ft) (ft) (Psi) (Psi) Path No: 1 200 27 500 6 3x(us.Tee -Br)= 113.16 124.87 120 100 04 8.5 500 6.357 113.16 0.0078 8 238.03 1.9 04 8.5 250 6 2x(us.Tee -Br) =75.44 126.26 120 109.9 15 8.5 750 6.357 0 0.0165 0 126.26 1 2.1 15 8.5 250 6 242.27 120 112 16 8.5 1000 6.357 0 0.0281 0 242.27 6.8 16 8.5 250 6 lx(us.90) =17.6 248.37 120 118.8 W1 2 1250 6.357 2x(us.Tee -Br) =75.44 93.04 0.0425 2.8 341.42 14.5 W 1 136.1 Path No: 2 201 27 250 2.5 lx(us.Tee- Br) =12 0.5 120 98.7 01 27 250 2.469 12 0.2157 0 12.5 2.7 01 27 0 6 2x(us.Tee -Br) =75.44 144.98 120 101.4 04 8.5 250 6.357 75.44 0.0022 8 220.421 1 0.5 04 109.9 Path No: 3 202 27 250 2.5 lx(us.Tee- Br) =12 0.5 120 101 61 27 250 2.469 12 0.2157 0 12.5 2.7 61 27 0 6 2x(us.Tee -Br) =75.44 21.93 120 103.7 15 8.5 250 6.357 75.44 0.0022 8 97.38 0.2 is 112 Path No: 4 203 27 250 2.5 lx(us.Tee- Br) =12 0.5 120 107.8 51 27 250 2.469 12 0.2157 0 12.5 2.7 51 27 0 6 2x(us.Tee -Br) =75.44 21.93 120 110.5 16 8.5 250 6.357 75.44 0.0022 8 97.38 0.2 16 118.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 16.75 ft/s occurs in the following pipe(s): (01 -201), (61 -202), (51 -203) File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright 0 2002 -2010 Tyco Fire Protection Products Page 8 Job: LIONSHEAD TRANSIT WELCOME CENTER 0.115 0.11 0 105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 Q- 0.065 0.06 y 0.055 10 y 0.05 IL 0.045 0.04 0.035 0.03 0o25 0.02 0.015 0.01 0.005 Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Device Graphs Flow, gpm File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright © 2002 -2010 Tyco Fire Protection Products Page 9 ° O 0 0 0 0 0 0 O O Flow, gpm File: C: \dwg \Phoenix Fire \LionsHead \LH - PARKING FS -1.DWG Date 6/1/2011 Copyright © 2002 -2010 Tyco Fire Protection Products Page 9 ANGLE VALVES 300LB. RATED Fire Hose Rack Assembly Valves DOUBLEFEMALE STANDARD EQUIPMENT: Female NPT inlet and outlet cast brass valve with wheel handle handle. OPTIONAL FINISHES• Fire Department Valves FEMALE X MALE STANDARD EQUIPMENT: Female NPT inlet and male hose thread outlet cast brass valve with wheel PB• Polished Brass RC. Rough Chrome Plated PC. Polished Chrome Plated U/L LISTED AND FM APPROVED NY RSA /MFA APPRn1 /Fn Figure No. 5010 -5015 SPECIFY THREAD ta. i 1rl ' Figure No. 5010 5020 5015 5025 Size 1 1/2" 2 1/2" A 2 11/64 3 3/16 B 2 7/32 3 3/16 C- Closed 6 5/8 9 1/4 C -O en 7 21/22 11 D 3 3/4 5 E 2 7/16 3 19/32 F 2 13/16 3 19/32 U/L Listed Yes Yes FM Approved Yes Yes NYC Approved Yes Yes 2 13/16 319/32 ANGLE VALVES 300LB. RATED Fire Department Valves FEMALE X MALE STANDARD EQUIPMENT: Female NPT inlet and male hose thread outlet cast brass valve with wheel Figure No. 5020 -5025 -r t� Fire Hose Rack Assembly Valves DOUBLEFEMALE STANDARD EQUIPMENT: Female NPT inlet and outlet cast brass valve with wheel handle Figure No. 5030 -5035 SPECIFY THREAD =f PB• Polished Brass RC. Rough Chrome Plated PC. Polished Chrome Plated U/L LISTED AND FM APPROVED NY BSA /MEA APPROVED Figure No. 5030 5040 5035 5045 Size 1 1/2" 2 1/2" A 2 9/64 3 5/32 B 2 17/64 3 3/16 C- Closed 6 1/2 8 3/4 C -O en 711/16 10 9/16 D 4 1/64 5 1/8 E 2 7/10 3 1/2 F 2 3/8 3 3/8 U/L Listed Yes Yes Figure No. 5040 -5045 Page 5 -3 Scheduleml0q/Schedulem40" Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule -10 /Schedule -40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (1'/ "- 8 ") pipe and Sch -40 (1 "- 2'/ ") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule -10 /Schedule -40 product can be "hot -dip" galvanized to meet FM requirements for dry systems in accordance with the zinc coating specifications of ASTM A -123. Our advanced formula mill coating of- fers a clean, durable surface. It is also paint -ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF ". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Schedule -10 /Schedule -40 pipe are in compliance with the following: ASTM A -135, and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: • Welded Outlets • Hydrostatic Pressure • Side Wall Rupture • Vibration Test tgcUl Flow Control Qr d allie TUBE & CONDUIT C 7 OND CONDUIT UL FM UDC Sch-40 Specifications 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WVLift (21') WKift (24') WVlift (25') In; mm In; mm Lbs /Ft; Kg /m Lbs/Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.049 1.680 2.05 70 2,470 2,822 2,940 25 26.6 2.5 3.05 70 1,120 1,280 1,334 1' /a" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 1' /z" 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2' /z" 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 tgcUl Flow Control Qr d allie TUBE & CONDUIT C 7 OND CONDUIT UL FM UDC Sch-10 Specifications 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') WVLift (24') WVLift (25') In; mm In; mm Lbs /Ft; Kg/m Lbs /Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 1 1 /4 " 1.442 1.810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 1 1 /2" 1.682 2.080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1,208 1,381 1,439 2" 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 2 1 /2" 2.635 3.530 5.89 30 2,224 2,542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3" 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4" 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 6" 6.357 9.290 23.03 10 1,951 2,230 2,322 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 tgcUl Flow Control Qr d allie TUBE & CONDUIT C 7 OND CONDUIT UL FM UDC Listed Approved Listed 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 -3 GROOVED FITTINGS STAROMPEPRODUCTS E U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 "S" Series products are specifically designed for use in fire protection applications where economy is a factor. All products are UL & ULC listed as well as factory mutual approved. Maximum working pressure for these products is 300psi. e 0 r • 1 FIRE PROTECTION ELBOW SE-2 45 EL 90 ELBOW APPROX. WEIGHT EACH Lbs. NOMINAL SIZE IN. CENTER to END IN, APPROX. WEIGHT EACH Lbs CENTER to END IN. APPROX. WEIGHT EACH Lbs CENTER to END IN. APPROX. WEIGHT EACH Lbs. 2 2.75 1.50 2.00 1.29 2.75 2.27 21/2 3.00 2.14 2.25 2.00 3.00 3.30 3 3.38 3.60 2.50 3.06 3.38 5.04 4 4.00 5.78 3.00 4.89 4.00 7.86 6 5.50 11.78 3.50 9.95 5.50 19.05 8 6.81 21.10 4.25 15.40 6.94 33.30 Fittings are cast steel per ASTM A 958 or ductile iron per ASTM A536. GROOVE X THREAD REDUCING 90 ELBOW APPROX. WEIGHT EACH Lbs. NOMINAL Size IN. 0. D. (IN) Thread (NPT) A (IN) B (IN) Weight (Ibs.) 1 1 /: x '/, 1.900 /: - 14 1.75 1.38 0.63 1 x' /. 1.900 3 /. - 14 1.88 1.38 0.70 1'/: x 1 1.900 1 - 11.5 2.03 1.50 0.80 2 x %, 2.375 1 /: - 14 1.75 1.63 0.84 2 x' /. 2.375 %- 14 1.88 1.63 0.93 2 x 1 2.375 1 - 11.5 2.03 1.75 1.04 2'/: x '/, 2.875 1 /2-14 1.75 1.81 1.18 2% x'' /. 2.875 3 /,-14 1.88 1.81 1.30 2% x 1 2.875 1 -11.5 2.03 1.94 1.50 ELB SE-9 DRAIN G ROOVED CA NOMINAL SIZE IN. END to END IN. APPROX. WEIGHT EACH Lbs. NOMINAL Size IN. O.D. (IN) Thread (NPT) C -E (IN) A (IN) Approx. Weight (lbs.) 2 2.375 1 -11.5 2.75 2.16 1.70 2.5 2.875 1 -11.5 3.00 2.16 2.45 3 3.500 1 -11.5 3.38 2.16 3.50 4 1 4.500 1 1 - 11.5 1 4.00 1 2.25 5.25 6 1 6.625 1 1 - 11.5 1 5.50 1 2.25 1 14.00 C Page 8 G ROOVED CA NOMINAL SIZE IN. END to END IN. APPROX. WEIGHT EACH Lbs. 11/4 0.87 0.32 1 1/2 0.87 0.39 2 1.00 0.54 2 1/2 1.00 0.75 3 1.00 1.23 4 1.06 1.95 6 1.06 4.58 8 1.19 8.98 C Page 8 GROOVED FITTINGS STA TIPEPRODUCTS zl�,� � t� 1'•' t 1 E U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 - C ID E -,- C 1G E "I { 9F T W I U - EloE - ` 150 lb. steel flanged F-2 FLANGE ELBOW L ELBOW END to END IN ELBOW 1 114 ELBOW 2.8 DR ELBOW 4.00 NOMINAL SIZE IN. CENTER to END IN AP P R OX. WEIGHT EACH Lbs CENTER to END IN APPROX. WEIGHT EACH Lbs CENTER to END IN APP R OX. WEIGHT EACH Lbs CENTER to END IN APPROX. WEIGHT EACH Lbs CENTER to END IN AP P ROX. WEIGHT EACH Lbs. 11/4 2.75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 11/2 2.75 1.2 1.75 0.9 1.75 1.0 1.37 0.7 2.75 1.8 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2.3 21/2 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 3.0 3 O.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A N/A N/A 3 4.25 4.3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 4 5.00 8.7 3.00 5.7 2.87 5.4 1.75 3.3 5.00 3.7 5 5.50 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4.3 6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7 6.50. D. 6.50 15.0 3.50 11.2 N/A N/A N/A N/A N/A N/A 8 7.75 32.2 4.25 20.4 3.87 17.9 2.00 10.0 7.75 20.8 10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 14.5 9.00 29.0 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 18.7 10.00 33.0 - C ID E -,- C 1G E "I { 9F T W I U - EloE - ` 150 lb. steel flanged F-2 FLANGE NIPPLE(SVV) .. NOMINAL SIZE IN. END to END IN APPROX. WEIGHT EACH Lbs 1 114 4.00 2.8 1 112 4.00 3.2 2 4.00 5.2 2 1/2 4.00 8.0 3 4.00 10.2 4 6.00 17.2 5 6.00 21.4 6 6.00 26.0 8 6.00 38.4 10 8.00 65.0 12 8.00 91.0 SW = Segmentaly welded steel * Forged steel SW = Segmentaly Welded Steel Forge Steel Drain elbow has a standard 1" Female NPT outlet Drain elbow is SCH 10 steel pipe L 1tt 1 1/4" - 12" 14" - 24" Page 9 G ROOVED .. NOMINAL SIZE IN. ACTUAL PIPE SIZE IN END to END IN. AP PR OX. WEIGHT EACH Lbs 11/4 1.660 1.00 0.40 11/2 1.900 1.00 0.51 2 2.375 1.00 0.68 21/2 2.875 1.00 0.99 3 O.D. 3.000 1.00 0.94 3 3.500 1.00 1.54 4 4.500 1.06 2.72 5 5.563 1.06 4.43 6 6.625 1.06 6.64 6.50. D. 6.500 1.00 5.50 8 8.625 1.19 11.28 10 10.750 1.25 21.00 12 12.750 1.25 35.50 Page 9 GROOVED FITTINGS STAROPIPEPRODUCTS W a SW = Segmentaly welded steel (d) = Ductile iron SW = Segmentaly welded steel (d) = Ductile iron LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 W a SW = Segmentaly welded steel (d) = Ductile iron SW = Segmentaly welded steel (d) = Ductile iron NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs. T-2 REDUCING TEE (sw) (svv) APPRO %. WEIGHT EACH Lbs. NOMINAL SIZE IN. CENTER to END IN. NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs, NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs. NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs. 1 1/4 x 1 1/4 x 1 2.75 1.1 4 x 4 x 2 5.00 10.1 8 x 8 x 2 1/2 7.75 36.4 11/2x 11/2x1 2.75 1.8 4x4x21 /2(d) 5.00 10.3 8x8x3 7.75 36.5 1 112 x 1 1/2 x 1 1/4 3.25 2.0 4 x 4 x 3 (d) 5.00 10.2 a x 8 x 4 (d) 7.75 43.5 2x2x1(d) 3.25 2.2 5x5x1 5.50 14.0 8x8x5 7.75 36.8 2 x 2 x 1 1/4 3.25 2.6 5 x 5 x 1 1/4 5.50 14.1 8 x 8 x 6(d) 7.75 42.5 2x2x 11/2 3.25 2.7 5x5x 11/2 5.50 14.3 10x 10 x2 9.00 57.1 21/2x21/2x1 3.75 4.1 5x5x2 5.50 14.5 10x10221/2 9.00 57.3 2 1/2 x 2 1/2 x 1 1/4 3.75 4.2 5 x 5 x 2 1/2 5.50 14.8 lox 10 x 3 9.00 57.4 21/2x21/2x11/2 3.75 4.2 5x5x3 5.50 15.2 lOx10x4 9.00 57.6 21/2x21/2x2(d) 3.75 7.5 5x5x4 5.50 15.8 lox 10x5 9.00 57.8 3x3x1 4.25 5.1 6x6x11/4 6.50 26.0 lox 10x6 9.00 58.0 3x3x11/4 4.25 5.2 6x6x11/2 6.50 26.2 lox 10x8 9.00 58.4 3x3x 11/2 4.25 5.3 6x6x2(d) 6.50 22.7 12x 12x3 10.00 80.2 3x3x2 4.25 5.5 6 x 6 x 2 1/2 (d) 6.50 22.6 12x12x4 10.00 80.5 3 x 3 x 2 1/2 (d) 4.25 8.5 6x6x3(d) 6.50 24.2 12x 12x5 10.00 80.7 4x4x1 3.75 6.7 6 x 6 x 4(d) 6.50 23.6 12x12x6 10.00 80.9 4x4x11/4 5.00 1 .8 6x6x5(d) 6.50 25.6 12xl2x8 10.00 91.4 4x 4x 11/2 5.00 1 9.9 8x8x2 7.75 36.2 12x12x10(d) 10.00 101.6 W a SW = Segmentaly welded steel (d) = Ductile iron SW = Segmentaly welded steel (d) = Ductile iron Page 10 NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs. T-3 REDUCING NOMINAL SIZE IN. TEEfTHD CENTER to END IN. (svv) APPRO %. WEIGHT EACH Lbs. NOMINAL SIZE IN. CENTER to END IN. APPROX. WEIGHT EACH Lbs. 1 114 x 1 1/4 x 1 2.75 1.1 4 x 4 x 2 5.00 10.1 8 x 8 x 3 7.75 36.5 1 1/2 x 1 1/2 x 1 2.75 1.8 4 x 4 x 2 1/2 5.00 10.3 8 x 8 x 4 7.75 36.6 1 1/2 x 1 1/2 x 1 1/4 3.25 2.0 4 x 4 x 3 5.00 10.5 8 x 8 x 5 7.75 36.8 2 x2x3 /4(d) 3.25 2.5 5x5x1 5.50 14.0 8x8x6 7.75 37.0 2x2xl(d) 3.25 2.5 5x5x11/4 5.50 14.1 tOx10x2 9.00 57.1 2x2x11/4 3.25 2.6 5x5x 112 5.50 14.3 10 x10x 21/2 9.00 57.3 2x2x11/2 3.25 2.7 5x5x2 5.50 14.5 lox 10x3 9.00 57.4 21/2x21/2x1 3.75 4.1 5x 5x21/2 5.50 14.8 lox 10x4 9.00 57.6 21/2 x 21/2x 11/4 3.75 4.2 5x5x3 5.50 15.2 lox 10x5 9.00 57.8 21/2x 21/2x 11/2 3.75 4.2 5x5x4 5.50 15.8 10 x 10x6 9.00 58.0 21/2x21/2x2 3.75 4.3 6x6x11/4 6.50 26.0 lox 10x8 9.00 58.4 3x 3x1(d) 4.25 6.6 6x6x 11/2 6.50 26.2 12x 12 x3 10.00 80.2 3 x3x 11/4 4.25 5.2 6x6x2 6.50 26.3 12x 12x4 10.00 80.5 3x3x11/2 4.25 5.3 6x6x21/2 6.50 26.5 12x 12x5 10.00 80.7 3x3x2 4.25 5.5 6x6x3 6.50 26.5 12x 12 x6 10.00 80.9 3x3x2112 4.25 5.8 6x6x4 6.50 26.6 12x 12 x8 10.00 91.4 4x4x1(d) 3.75 10.0 6x6x5 6.50 27.0 12x 12x 10 10.00 91.8 4 x 4 x 1 1/4 5.00 9.8 8 x 8 x 2 7.75 36.2 4 x 4 x 1 1/2 5.00 9.9 8 x 8 x 2 1/2 7.75 36.4 Page 10 GROOVED FITTINGS STAROPIPEPRODUCTS D SW = Segmentaly welded steel (d) = Ductile iron - Em - 70F LISTED LISTED C For fire protection services request submittal GRS 1.3 NOMINAL SIZE IN. END to END IN. APPROX. WEIGHT EACH Lbs. NOMINAL SIZE IN. END to END IN. APPROX. WEIGHT EACH Lb s. 1 1 /4x1 3.31 0.60 5x2 1/2 3.50 4.5 11/2x1 3.31 0.73 5x3 3.50 4.4 11 /2x11/4 3.31 0.73 5x4 3.50 4.5 2x1 (d) 3.31 0.69 6x2 (d) 4.00 5.0 2x1 1/4 (d) 3.31 0.85 6x21/2 4.00 6.0 2x1 1/2 (d) 3.31 0.83 6x3 (d) 4.00 4.6 2 1/2x1 3.31 0.81 6x4 (d) 4.00 6.2 21/2x11/4 3.31 0.92 6x5 4.00 5.8 21/2x112 3.31 0.92 8x2 5.00 12.2 21/2x2 3.31 0.92 8x21/2 5.00 12.1 3x1 3.31 1.2 8X3 (d) 5.00 10.0 3x1 1/4 3.31 1.2 8x4 (d) 5.00 9.5 3x11/2 3.31 1.2 8x5 5,00 11.3 U2 (d) 3.31 1.4 8x6 (d) 5.00 11.7 3X2 1/2 (d) 3.31 1.5 10x4 6.00 21.9 4x1 3.38 2.2 10x5 6.00 21.6 4x11/4 3.38 2.2 10x6 6.00 21.1 4x1 1/2 (d) 3.38 2.7 10x8 6.00 19.5 U2 (d) 3.38 2.5 12x4 7.00 28.0 4X2 1/2 (d) 3.38 2.6 12x5 7.00 29.0 40 (d) 3.00 2.5 12x6 7.00 30.0 5x11/2 3.50 4.6 12x8 7.00 28.0 5x2 3.50 4.6 12x10 7.00 33.0 SW = Segmentaly welded steel (d) = Ductile iron - Em - 70F FniF LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 FniF SW = Segmentaly welded steel (d) = Ductile iron R-2 ECCENTRIC REDUCER(sw) NOMINAL SIZE N. END to END IN, AP PR OX. WEIGHT EACH Lbs. NOMINAL SIZE IN END to END IN AP PROX. WEIGHT EACH Lbs. 1 1/4x1 8.50 0.80 5x2 112 11.00 7.8 11/2x1 9.00 0.90 5x3 11.00 910 11/2x11/4 9.00 1.0 5x4 11.00 11.0 20 9.00 1.2 6x2 11.50 15.0 20 1/4 9.00 1.3 6x2 1/2 11.50 15.3 2x11/2 9.00 1.4 60 11.50 16.0 2 1/20 9.00 1.7 6x4 (d) 11.50 13.6 21/2x11/4 9.50 1.7 6x5 11.50 16.5 21/2x112 9.50 1.8 8x2 12.00 21.5 212x2 9.50 2.0 8x21/2 12.00 21.5 3x1 9.50 2.0 8x3 12.00 21.5 3x11/4 9.50 2.1 8x4 12.00 21.5 3x11/2 9.50 2.2 8x5 12.00 22.5 3x2 9.50 2.3 8x6 12.00 23.5 3x2 1/2 9.50 4.0 10x4 13.00 35.0 4x1 10.00 4.9 10x5 13.00 36.5 4x11/4 10.00 4.9 10x6 13.00 37.0 4x11/2 10.00 4.9 10x8 13.00 45.0 4x2 10.00 3.1 12x4 14.00 47.0 4221/2 10.00 3.4 12x5 14.00 48.0 40 (d) 10.00 9.0 12x6 14.00 49.0 5x11/2 11.00 7.5 12x8 14.00 51.0 5x2 11.00 7.5 12x10 14.00 53.0 SW = Segmentaly welded steel (d) = Ductile iron Page 11 C NOMINAL SIZE IN. END 10 END IN APPROX, WEIGHT EACH Lb s NOMINAL SIZE IN. END ID END IN, APPROX. WEIGHT EACH Lbs. 11/2x1 3.31 0.73 3x21/2 3.31 1.2 2x1 (d) 3.31 0.61 40 3.38 2.2 2x11/4 3.31 0.81 4x11/2 3.38 2.3 2x11/2 3.31 0.81 4x2 3.38 2.3 212x1 3.31 0.81 4x21/2 3.38 2.3 21/2x11/4 3.31 0.92 40 3.38 2.6 21/2x11/2 3.31 0.92 5x4 3.50 4.5 21/2x2 3.31 0.92 60 3.50 5.9 30 3.31 1.2 6x2 3.50 6.0 3x11/2 3.31 1.2 6x3 3.50 6.0 3x2 (d) 3.31 1.4 6x4 3.50 5.9 Page 11 STAROPIPEPRODUCTS GROOVED FITTINGS/ MECHANICAL TEES u�c U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 N -1 GxMPT ADA NOMINAL SIZE IN. 1 11/4 11/2 2 2112 3 4 5 6 8 10 12 N -2 GxB END to END IN, 3.00 4.00 4.00 4.00 4.00 4.00 6.00 6.00 6.00 6.00 8.00 8.00 N -3 GxG APPROX. WEIGHT EACH Lbs 0.40 0.80 0.90 1.20 1.90 2.50 5.50 7.40 9.50 14.20 27.00 j 33.00 N GxH NOMINAL SIZE IN. 1 11/4 11/4 2 21/2 3 4 5 6 8 10 12 S -4 1 114 END to END IN, APPROX. WEIGHT EACH Lbs 3.25 0.40 3.62 0.70 4.00 0.80 4.62 1.3 5.50 2.1 6.00 3.3 7.25 5.5 9.75 8.1 11.00 13.2 12.50 24.0 14.00 29.00 16.00 46.00 SW = Segmentaly welded steel (d) = Ductile iron Model MT -3 & MT -9 Mechanical tee serves the same function as MT -1 & MT -8 but uses a steel electro plated u -bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65- 45 -12. COATING: Zinc electroplated U - BOLT: Carbon steel SAE grade 2, zinc plated. NUT: Carbon steel ASTM A194, zinc plated. GASKET: EPDM (- 30 ... F to + 230... F) THREADS: MT -3 NPT per ANSI /ASME B1.20.1 MT -9 British standard parallel (BSP) per BS21 CtoE -- i- CtoE 1 CtoE CtoE '• NOMINAL SIZE IN. END to END IN, APPROX. WEIGHT EACH Lbs 1 114 MT -3 & MT -9 MECANICAL 1 112 TEES 2.2 2 3.75 3.0 2 1/2 3.75 5.0 3 4.25 7.1 Lbs 5.00 11.9 5 5.25 17.1 6 6.50 27.5 8 7.75 47.0 10 9.00 68.0 12 10.00 107.0 CtoE -- i- CtoE 1 CtoE CtoE '• NOMINAL SIZE IN. END to END IN, APPROX. WEIGHT EACH Lbs 1 114 3.75 2.0 1 112 3.75 2.2 2 3.75 3.0 2 1/2 3.75 5.0 3 4.25 7.1 4 5.00 11.9 5 5.25 17.1 6 6.50 27.5 8 7.75 47.0 10 9.00 68.0 12 10.00 107.0 1 Page 12 GROOVED COUPLINGS STAR "PIPEPRODUCTS The C -4 rigid coupling is designed for rigid piping applications. Cast in place teeth bite into the pipe /fitting shoulder to firmly restrict movement. uLC U L FM LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 RIGI COUP LING FLEXIBLE C NOMINAL SIZE IN. ACTUAL PIPE SIZE IN. ULorFMMAX. WORKING P.S.I. / MAX. END LOAD Lbs. ALLOW. PIPE END SEP. IN. NUTS /BOLTS (INCH) QTY. SIZE DIMENSIONS -Inch/ APPROX. WEIGHT EACH Lbs A B C 1 1/4 1.660 300 1623 0 - 0.06 2 3/8x2 4.20 2.55 1.70 1.48 1 1/2 1.900 300 2126 0 -0.06 2 3/8x2 4.44 2.81 1.70 1.66 2 2.375 300 3323 0 -0.06 2 318x2 1/4 4.88 3.28 1.76 1.85 2 1/2 2.875 300 4869 0 -0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 3 O.D. 3.000 300 5301 0 -0.06 2 3/8x2 112 5.93 4.00 1.76 2.21 3 3.500 300 7216 0 -0.12 2 3/8x2 1/2 6.38 4.40 1.76 2.41 4 4.500 300 11928 0 -0.12 2 3/8x2 1/2 7.68 5.59 1.98 3.17 5 5.563 300 17014 0 -0.12 2 1/2x3 9.06 6.93 2.06 4.50 6 6.625 300 24130 0 -0.12 2 1/2x3 10.75 7.87 1.98 5.84 6.5 0. D. 6.500 300 23228 0 -0.12 2 1/2x3 10.25 7.99 2.06 5.82 8 8.625 300 35056 0 -0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 10 10.750 300 45381 0-0.12 2 7/8x5 16.70 12.88 2.62 21.50 12 12.750 300 51071 0-0.12 2 7/8x5 1/2 18.50 14.89 2.62 27.36 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. ' Contact Star Pipe Products for actual listings on specific pipes r. The C -3 coupling is a flexible light weight style which is ideal for fire protection services and other services where low pressure and ambient temperature conditions are expected. C-3 LW FLEXIBLE C NOMINAL SIZE IN. ACTUAL PIPE SIZE IN ULorFMMAX. WORKING P.S.I. /' MAX. END LOAD Lbs. ALLOW. PIPE END SEP. IN. NUTS /BOLTS (INCH) QTY. SIZE DEFLECTION DIMENSIONS -Inch/ APPROX. WEIGHT EACH Lbs DEG. PER COUPLING PIPE IN. /FT. A B C 1 1/4 1.660 300 649 0 -0.13 2 3/8x2 4' - 19' 0.90 3.82 2.53 1.65 1.16 1 1/2 1.900 300 851 0 -0.13 2 3/8x2 3' - 46' 0.79 4.06 2.78 1.65 1.16 2 2.375 300 1329 0 -0.13 2 3/8x2 1/4 3' - 01' 0.63 4.78 3.25 1.71 1.59 2 1/2 2.875 300 1948 0 -0.13 2 3/8x2 1/4 2' - 29' 0.52 5.29 3.75 1.71 1.82 3 3.500 300 2886 0 -0.13 2 3/8x2 112 2' - 03' 0.43 5.94 4.39 1.71 2.23 4 4.500 300 4771 0 -0.25 2 1/2x2 3/4 3= -11' 0.67 7.68 5.81 2.06 4.42 6 6.625 300 10342 0-0.25 2 5/8x3 1/4 2' - 10' 0.45 10.75 8.09 2.06 7.00 8 8.625 300 17528 0 - 0.25 2 3/4x4 1/4 1' - 40' 0.35 13.44 10.43 2.06 13.00 Contact Star Pipe Products for actual listings on specific pipes Pa( 5 GROOVED COUPLINGS STAR °PIPEPRODUCTS The model C -1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The model C -1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes A .� 1 !r 3 lint 8 Model C -7 couplings are available in sizes 3/4 -24 and are ideal for applications within industrial and commercial construction, power plants, mining, process piping and hydraulic elevator piping. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. DIMENSIONS -WEIGHTS C-7 FLEXIBLE C-1 FLEXIBLE C NOMINAL SIZE IN. ACTUAL PPE SIiE IN NOMINAL SIZE IN. ACT LAI PIPE SIZE IN U WORKING P.S.L /• MAX. END LOAD Lbs. ALLOW. PIPE END SEP. N NUT SIB OLTS (INCH) TV. SIZE DEFLECTION - Inch/ DIMENSIONS -Inch/ DE G. PER COUPLING APPROX. WEIGHT EACH Lbs. DEG.PER COUPLING PIPE IN./FT. A B C I 1 1/4 1.660 1 300 2164 0-0.13 2 3/8x2 49 -19' 0.90 4.20 2.75 1.78 1.40 1 112 1.900 300 2835 0 -0.13 2 318x2 38 - 16' 0.79 4.44 3.03 1.78 1.48 2 2.375 300 4430 0 - 0.13 2 3/8x2 311 -01' 0.63 4.88 3.46 1.84 2.00 2 1/2 2.875 300 6492 0 - 0.13 2 3/8x2 28 -29' 0.52 5.53 4.12 1.85 2.25 3 O.D. 3.000 300 7069 0-0.13 2 318x2 28 -29' 0.50 5.50 4.00 1.84 2.25 3 3.500 300 9621 0 - 0.13 2 1/2x2 3/4 29 -03' 0.43 6.38 4.62 1.84 2.70 4 4.500 300 11928 0-0.25 2 1/2x2 3/4 38 11' 0.67 7.68 5.81 2.06 4.42 5 5.563 300 17014 0-0.25 2 5/80 1/4 28 -35' 0.54 9.68 7.12 2.06 6.26 6 6.625 300 24130 0- 0.25 2 5/8x3 1/4 28 -10' 0.45 10.75 8.09 2.06 7.00 6.5 0. D. 6.500 300 23228 0 - 0.25 2 5/80 1/4 28 -10' 0.46 10.50 8.00 2.06 7.00 8 8.625 300 35056 0 - 0.25 2 3/4x4 1/4 18 -40' 0.35 13.44 10.43 2.38 13.00 10 10.750 300 45381 0- 0.25 2 7/8x5 112 18 -20' 0.28 16.00 13.25 2.59 23.00 12 12.750 1 300 51071 0 -0.25 1 2 7/8x5 1/2 18 07' 0.23 18.50 15.38 1 2.59 1 28.39 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes A .� 1 !r 3 lint 8 Model C -7 couplings are available in sizes 3/4 -24 and are ideal for applications within industrial and commercial construction, power plants, mining, process piping and hydraulic elevator piping. It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes, settling or seismic action as well as dampen noise and vibration. DIMENSIONS -WEIGHTS A - - T , 1" - 12. Sae r Ip 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes Page 6 C-7 FLEXIBLE C NOMINAL SIZE IN. ACTUAL PPE SIiE IN ULa111.. WOR NING PS 1LOAD MAX. END Lbs. ALLOW. PIPE END SEP. IN. NUTS/BOLTS (INCH) TV. SIZE DEFLECTION DIMENSIONS - Inch/ DE G. PER COUPLING PIPE IN. /FT. A B C 3/4 1.050 500 865 0.0.13 2 3/8x2 68 -46' 1.42 3.63 2.13 1.71 EAPI 1.315 500 1358 0 - 0.13 2 3/8x2 56 - 26' 1.14 3.88 2.38 1.71 1/4 1.660 500 2164 0 -0.13 2 112x2 1/2 48 - 19' 0.90 4.63 2.63 1.7 11/2 1.900 500 2835 0 -0.13 2 112x21/2 38 -46' 0.79 5.00 3.00 1.75 1 2.3 2 2.375 500 4430 0 -0.13 2 112x2 112 38 - 01' 0.63 5.63 3.63 1.75 2.7 2 1/2 2.875 500 6492 0-0.13 2 112x2 314 20 - 29' 0.52 6.25 4.25 1.75 3.8 3 3.500 500 9621 0-0.13 2 112x2 3/4 28 - 03' 0.43 7.00 5.00 1.75 4.2 4 4.500 500 15904 0 -0.25 2 5180 114 38 - 11' 0.67 8.50 6.38 2.00 7.0 5 5.563 500 24305 0 :0.25 2 3/4x4 1/4 28 - 35' 0.54 10.25 7.63 2.00 11.5 6 6.625 500 34471 0 -0.25 2 3/4x4 1/4 28 - 10' 0.45 11.50 9.00 2.00 13.5 8 8.625 500 46741 0 -0.25 2 718x5 18 - 40' 0.35 14.50 11.38 2.38 23.0 10 10.750 500 72610 0 -0.25 2 1x6 18 - 20' 16.75 13.50 2.50 31.0 12 12.750 500 102141 0 -0.25 2 1x61/2 18 -07' 0 15.50 2.50 35.0 A - - T , 1" - 12. Sae r Ip 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. Contact Star Pipe Products for actual listings on specific pipes Page 6 GROOVED COUPLINGS STAR "PIPEPRODUCTS U FM / /\ 1 LISTED LISTED APPROVED r For fire protection services request submittal GRS 1.3 The RC -1 reducing coupling allows connecting two different pipe sizes on the same run. This coupling replaces a reducer and two couplings. �' ■ RC-1 REDUCING C ADAP NOMINAL SIZE IN. NOMINAL SIZE IN. ACTUAL PIPE SIZE ULgr_FMMAX. WORKING P.S.I. /' MAX. END LOAD ALLOW. PIPE END SEP. NUTS /BOLTS (INCH) TY. SIZE A B APPROX. WEIGHT EACH DE G. PER COUPLING PIPE IN. /FT. A B C 2x1 1/2 2.38/1.66 Ann 1551 0 -0.14 2 3/8x2 1i - 53' 0.40 4.88 3.30 1.85 2.05 2 1/2x2 2.88/2.38 300 2272 0-0.14 2 3/8x2 11 - 33' 0.32 5.75 4.04 1.85 2.84 3x2 3.50/2.38 inn 3367 0-0.14 2 1/2x2 3/4 1 i - 17' 0.26 6.42 4.54 1.85 3.65 3x2 1/2 3.50/2.88 inn 3367 0 - 0.14 2 112x2 3/4 11 - 17' 0.26 6.42 4.54 1.85 4.26 4x2 4.50/2.38 inn 5567 0 - 0.25 2 1/2x2 3/4 2i - 38' 0.55 7.82 5.75 2.00 5.36 4x2 1/2 4.50/2.88 inn 5567 0 - 0.25 2 1/2x2 3/4 2i - 38' 0.55 7.82 5.75 2.00 5.42 40 4.50/3.50 Ann 5567 0-0.25 2 1/2x2 3/4 2i - 38' 0.55 7.82 5.75 2.00 5.62 5x4 5.56/4.50 inn 8498 0 - 0.25 2 5/80 1/4 2i - 05' 0.44 9.56 6.80 2.14 6.50 6x4 6.63/4.50 inn 12065 0 -0.25 2 5/80 1/4 1 i - 44' 0.36 10.88 8.00 2.06 6.94 8x6 8.63/6.63 300 20449 0-0.25 2 7/8x5 1 i - 15' 0.26 13.51 10.31 2.37 19.54 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. ' Contact Star Pipe Products for actual listings on specific pipes U L FM LISTED APPROVED The SF -1 Flange enables class 125/150 flange end components to be connected directly into a grooved end piping system. A special gasket provides a permanent seal between the pipe and the mating flange. Integral closing tabs on the O.D. of the flange facilitate assembly. ' GR OOVED FLANGE ADAP NOMINAL SIZE IN. ACTUAL PIPE SIZE IN ULORFMMAX WORKING P.S.L /' MAX. END LOAD Lbs. FLANGE NUTS/ BOLTS (INCH) QTY. SIZE DIMENSIONS -Inch/ APPROX. WEIGHT EACH Lbs A B C MAX BORE D MIN SUR F ACE E 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 3 3.500 300 2886 4 5/80 7.50 6.00 0.94 3.500 4.395 5.70 4 4.500 300 4771 8 5/8x3 9.00 7.50 0.95 4.500 5.395 7.90 6 6.625 300 10342 8 3/4x31/2 11.00 9.50 1.00 6.625 7.520 10.00 8 8.625 300 17528 8 3/4x31/2 13.50 11.75 1.13 8.625 9.875 15.70 Note: The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. 1. Working pressure and /or end load are total allowable, based on standard weight steel pipe, roll or cut grooved. 2. One time field test pressure may be increased to 1.5 times the figures listed above. 3. Working pressures on other pipe schedules may be found on page 54. 4. Required flange bolts to be supplied by installer. 5. See F -1, page 9, for additional technical information. ' Contact Star Pipe Products for actual listings on specific pipes Page 7 Fig. 65 and Fig. 66 Reversible C -Type Beam Clamps 3/4" and 1 1 /4" Throat Openings Size Range — (Fig. 65 and Fig. 66) 3/8 ", 1/2" and 5/8" rod Material — Carbon Steel with hardened cup point set screw and jam nut Function — Recommended for hanging from steel beam where flange thickness does not exceed 3/4" (Fig. 65) or 1'/," (Fig. 66). Features — All steel construction eliminates structural deficien- cies associated with casting type beam clamps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW -H -171 E, Type 23 and Manufacturers Standardization Society SP -69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13, 3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe. Finish — Plain Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, rod size and finish Fig. 65 Patent #4,570,885 Fig. 65 Dimensions -Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt. 1100 3/8 1 3 /15 3/4 1 7/16 1 610 28 1/2 1'/z 3/4 1 9/16 1' /, 1130 55 5/8 Vh 3/4 1 9/16 1'/, 1130 55 Max. loads for cla mp with s et sc rew in up or down position. Fig. 66 Dimensions -Weights Rod Size Max. Rec. Approx. A B C D E F Load Lbs.* Wt. /100 3/8 1' /1e 1' /. 1 7/16 1 610 28 1/2 1 1 12 1'/, 1 9/16 1' /. 1130 55 5/8 Vh 1'/, 1 9/16 1'/. 1130 55 * Max. loads for clamp with set screw in up or down position. FM Sc® OFFICE/MANUFACTURING FACILITY - 1375 SAMPSON AVE. - CORONA, CA 92879 - PH: 951.737.5599 - FAX: 951.737.0330 CUSTOMER SERVICE - 800.786.5266 www.toico.com 4.3.5.3 TECHNICAL DATA HDI /HDI -L Specification Table Combined Shear and Tension Loading C N d_) 5/3 + \ V d ) 5/3 < 10 rec rec (Ref. Section 4.1.3) 1. For Hilti matched tolerance carbide tipped drill bits, see section 10.4.1. 134 Hilti Product Technical Guide 2001 • Hilti U.S.: 1- 800 - 879 -8000 / www.us.hilti.com • Hilti Canada: 1- 800 - 363 -4458 / www.ca.hilti.com HDI /HDI -L HDI /HDI -L HDI /HDI -L HDI HDI Anchor Size in. 1 /4 3 /8 1 /2 5 /8 3 /4 Details (mm) (6.4) (9.5) (12.7) (15.9) (19.1) dbit: bit diameter in. 3 /8 ' /2 5 /6 27 /32 1 h nom : std. depth of embed. in. 1 1 9 /16 2 2 9 /,6 3 3 /,6 f: anchor length (mm) (25) (40) (51) (65) (81) h,: hole depth Lth: useable thread in. 7 /,6 6 /8 " 716 7 /8 1 length (mm) (11) (15) (17) (22) (34) Threads per in. 20 16 13 11 10 h: min. base material in. 3 3'/6 4 5 1 /a 6 3 /6 thickness (mm) (76) (79) (102) (130) (162) T ;nl : max. tightening ft lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) Combined Shear and Tension Loading C N d_) 5/3 + \ V d ) 5/3 < 10 rec rec (Ref. Section 4.1.3) 1. For Hilti matched tolerance carbide tipped drill bits, see section 10.4.1. 134 Hilti Product Technical Guide 2001 • Hilti U.S.: 1- 800 - 879 -8000 / www.us.hilti.com • Hilti Canada: 1- 800 - 363 -4458 / www.ca.hilti.com Anchoring Systems 4.3.5 HDI / HDI -L Drop -In Anchor Carbon Steel HDI Ultimate Loads in Concrete Anchorsize 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in.(mm) Tension lb(kN) Shear lb (M) Tension lb(kN) Shear lb (M) Tension lb (kN) Shear lb (M) 335 (1.5) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI -L 1 /4 ( 6.4) IM( 8.9) 1995 ( 8.9) 1800 ( 8.0) 1800 ( 8.0) 2270 (10.1) 2270 (10.1) 2500 (11.1) 2500 (11.1) 3150 (14.0) 3150 (14.0) 2800 (12.5) 2800 (12.5) 3 /8 ( 9.5) 3555 (15.8) 3555 (15.8) 3850 (17.1) 3850 (17.1) 4460 (19.8) 4460 (19.8) 5000 (22.2) 5000 (22.2) 5430 (24.2) 5430 (24.2) 6000 (26.7) 6000 (26.7) 1 /2 (12.1) 4470 (19.9) 4470 (19.9) 6000 (26.7) 6000 (26.7) 7140 (31.8) 7140 (31.8) 8500 (31.8) 7750 (34.4) 9375 (41.7) 9375 (41.7) 10000 (44.5) 10000 (44.5) 5 /8 (15.9) 7500 ( 33.4) 10000 (44.5) 11685 (52.0) 13000 (57.8) 14865 (66.1) 15000 (66.7) - 3 /4 (19.1) 10000 ( 44.5) - 15500(69.0) - 16260 (72.3) - 20000 (89.0) 22250 (99.0) - 22000 (97.9) - Carbon Steel HDI Allowable Loads in Concrete Anchor size 2000 psi (13.8 MPa) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) in. (mm) Tension lb(kN) Shear lb (M) Tension lb(kN) Shear lb (M) Tension lb (M) Shear lb (M) 335 (1.5) HDI HDI -L HDI HDI -L HDI HDI -L HDI HDI-L HDI HDI -L HDI HDI -L 1 /4 ( 6.4) 500 ( 2.2) 500 (2.2) 450 ( 8.0) 450 (8.0) 570 ( 2.5) 570 (2.5) 625 ( 2.8) 625 (2.8) 790 ( 3.5) 790 ( 3.5) 700 ( 3.1) 700 ( 3.1) 3 /8 ( 9.5) 890 ( 4.0) 890 (4.0) 965 ( 4.3) 965 (4.3) 1115 ( 5.0) 1115 (5.0) 1250 ( 5.6) 1250 (5.6) 1360 ( 6.0) 1360 ( 6.0) 1500 ( 6.7) 1500 ( 6.7) 1 /2 (12.7) 11201 5.0) 1120 (5.0) 1500 ( 6.7) 1500 (6.7) 1785 ( 7.9) 1785 (7.9) 2125 ( 9.5) 1940 (8.6) 2345 (10.4) 2345 (10.4) 2500 (11.1) 2500 (11.1) 5 /e (15.9) 1875 ( 8.3) 2500 (11.1) 2920 (13.0) 3250 (14.5) 3715 (16.5) 3750 (16.7) 3 /4 (19.1) 2500 (11.1) - 3875 (17.2) - 4065 (18.1) - 5000 (22.2) 5565 (24.8) - 5500 (24.5) - Note: The ultimate shear and allowable shear values are based on the use of SAE Grade 5 bolts, (f = 85 ksi, F,, =120 ksi) with the exception of the 1/4" HDI /HDI -L in f'c = 6000 psi concrete which is based upon the use of a SAE Grade 8 bolt (f = 120 ksi, F = 150 ksi). Carbon Steel HDI Allowable Load in Lightweight Concrete" Anchor size in. (mm) Anchor installed in 3000 psi (20.7 MPa) Lt. Wt. Concrete 1 Anchor Installed Through Steel Decking into 3000 psi (20.7 MPa) Lt. Wt. Concrete' Tension lb (kN) Shear lb (kN) Tension lb (M) Shear lb (M) HDI - 1 /4 ( 6.4) 465 (2.1) 340 ( 1.5) 530 (2.4) 335 (1.5) HDI - 3 /8 ( 9.5) 755 (3.4) 940 ( 4.2) 880 (3.9) 1010 (4.5) HDI - 1 /2 (12.7) 1135 (5.0) 1700 ( 7.6) 1105 (4.9) 1755 (7.8) HDI - 5 /8 (15.9) 1465 (6.5) 2835 (12.6) - - HDI - 3 /+ 19.1 2075 9.2 3680 16.4 - - 1. The tabulated shear and tensile values are for anchors installed in structural lightweight concrete having the designated ultimate compressive strength at the time of installlation. The concrete must comply with ASTM C 330 -77. 2. The tabulated shear and tensile values are for anchors installed through 20 gauge intermediate decking into structural lightweight concrete having the designated ultimate strength at the time of installation. The concrete must comply with ASTM C 330 -77. Anchors were located in the valley of the fluted deck. 3. The allowable values are based on the use of SAE Grade 2 bolts installed in the anchors. 4. Based on using a safety factor of 4 Stainless Steel HDI Ultimate Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (kN) Shear lb (M) Tension It; (kN) Shear lb (kN) SS HDI - r /+ ( 6.4) 1930 ( 8.6) 2400 (10.7) 2950 (13.1) 2400 (10.7) SS HDI - 3 /8 ( 9.5) 4170 (18.5) 4920 (21.9) 5850 (26.0) 4920 (21.9) SS HDI -1 /2 (12.7) 7350 (32.7) 11040 (49.1) 9630 (42.8) 11040 (49.1) SS HDI - 5 /8 (15.9) 10540 (46.9) 18040 (80.2) 15100 (67.2) 18040 (80.2) SS HDI - 3 /4 (19.1) 15340 (68.2) 22320 (99.3) 20130 (89.5) 22320 (99.3) Stainless Steel HDI Allowable Loads in Concrete Anchor size in. (mm) 4000 psi (27.6 MPa) 6000 psi (41.4 MPa) Tension lb (M) Shear lb (kN) Tension lb (kN) Shear lb (M) HDI - 1 /4 ( 6.4) 480 ( 2.1) 600 ( 2.7) 740 ( 3.3) 600 ( 2.7) HDI - 3 /8 ( 9.5) 1040 ( 4.6) 1230 ( 5.5) 1460 ( 6.5) 1230 ( 5.5) HDI - 1 /2 (12.7) 1840 ( 8.2) 2760 (12.4) 2410 (10.7) 2760 (12.3) HDI - 5 /8 (15.9) 2630 (11.7) 4510 (20.1) 3770 (16.8) 4510 (20.1) HDI - 3 14 (19.1) 3830 (17.0) 5580 (24.8) 5030 (22.4) 5580 (24.8) Note: The ultimate and allowable shear values are based on the use of Type 18 -8 bolts. Hilti Product Technical Guide 2001 • Hilti U.S.: 1- 800 - 879 -8000 / www.us.hilti.com • Hilti Canada: 1- 800 -363 -4458 / www.ca.hilti.com 135 Anchoring Systems Mq mi i HDI / HDI -L Drop -In Anchor 4.3.5 Anchor Spacing and Edge Distance Guidelines (See anchoring Technology section 4. t3) Influence of Anchor Spacing and Edge Distance f A , fl N f/ Anchor In. 74 3/ 'h 5/ 3/ Size (mm) (6.4) (9.5) (12.7) (15.8) (19.1) hnom in. 1 1°/,B 2 2°/,6 3'/,B (mm) (25) (40) (51) (65) (81) h = standard embedment depth Anchor Spacing Adjustment Factors s ----- - - - - -- I 3.0 Shear & Tension I sm I 2.0 - - - -- S I I h nom I I 1.0 I I I I I 0 0 .2 .4 .6 .8 1.0 Anchor Spacing Adjustment Factor (f.) s = Actual spacing sm„ = 2.0 hnnm s = 3.5 him Edge Distance Adjustment Factors 3.0 - - - - - cc, - - - -- Shear c n,n Tension X 2.0 - - - - - - hnnm I I I I I I 1.0 I I I I I I 0 I I I 0 .2 .4 .6 .8 1.0 Edge Distance Adjustment Factor OW fRN) c = Actual edge distance c = 2.0 hnnm CC, = 3.0 hnnm Load Adjustment Factors (Anchor Spacing) f A Load Adjustment Factors (Edge Distance) f Tension /Shear Loads Tension, f., Shear, fp Spacing S in. (mm) Anchor Diameter Edge Distance c in. (mm) Anchor Diameter Anchor Diameter ' /1 ' /8 /2 5 /8 '/4 ' A '/8 /2 5 /8 ' A ' /4 ' /8 ' /2 5 /A ' A 2 51 .50 2 ( 51) .80 .65 2 1 /2 ( 64) .67 2 ( 64) .90 .83 3 76 .83 .50 3 ( 76) 1.0 .80 1.0 .65 3 89 1.0 .58 3'h ( 89) .85 .73 4 (102) 1 .69 .50 4 (102 ) .91 .80 .85 .65 4 114 .79 .58 4 (114) .98 .85 1 .96 .74 5 (127 ) .90 .67 .50 5 127) 1 1.0 .90 .80 1 1.0 .83 .65 5'/z 140) 1.0 .75 .55 5'/2 (140 ) .95 .83 .91 .70 6 (152 ) .83 .61 .50 6 (152) 1.0 .87 1.0 .77 7 178 1.0 .74 .57 6'/2 (165 ) .91 .80 .84 .65 8 (203) .87 .67 7 (178) .95 .84 .91 .72 9 (229) 1.0 .77 8 (203) 1.0 .90 1.0 .83 10 254) .88 9 229) .96 .94 11 (279 ) .98 10 254) 1.0 1.0 12 (305) 1.0 smin= 2.0 hnom, sc, = 3.5 hnnm f,=0.33 s -0.17 h_ for s > s > sm,n cmin = 2.0 hnnm, Cc, = 3.0 h.m f,,,= 0.2 -.L +0.4 .. for c > c > c cm;n = 2.0 hnnm, Cc, = 3.0 hnnm f,,= 0.35 -- mm for c > c > c,n 136 Hilti Product Technical Guide 2001 • Hilti U.S.: 1- 800 - 879 -8000 / www.us.hilti.com • Hilti Canada: 1- 800 -363 -4458 / www.Ga.hilti.com Fig. 200 - "Trimline" Adjustable Band Hanger Size Range — 1/2" thru 8" pipe Material — Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features — • (1/2" thru 2 ") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. • (2'/2" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8 ") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8 "). Conforms to Federal Specifications WW -H -171 E, Type 10 and Manufacturers Standardization Society SP -69, Type 10. Maximum Temperature — 650 °F Finish — Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTm Fig. 200WON. Order By — Figure number and pipe size ® Main Office /Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax: 909.737.0330 Customer Service • 800.786.5266 www.toko.com FM (&c* Dimensions • Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm 3' /a 2 400 11 3/4 3/8 8mm or 10mm 3'/a 2% 400 11 1 3/8 8mm or 10mm 3' /a 2 5 /e 400 12 1 1 /1 3/8 8mm or 10mm 3 2' /e 400 13 Vh 3/8 8mm or 10mm 3'/a 2 400 14 2 3/8 8mm or 10mm 4 1 /2 3 400 15 2'/x 3/8 10mm 5 /a 4' /a 600 27 3 3/8 10mm 5' /e 4 600 29 3 1 /2 3/8 10mm 7' /e 5'/4 600 34 4 3/8 10mm 7' /e 5 1000 35 5 1/2 12mm 9' /8 6'/4 1250 66 6 1/2 12mm 10 1 /6 6 1250 73 8 1/2 12mm 13% 8'/4 1250 136 ® Main Office /Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax: 909.737.0330 Customer Service • 800.786.5266 www.toko.com FM (&c* i�,H IGN GRCIUP 51 Bannock 5t.'' ES 51 Di nver, CO 80116 /I jv� 7 lvl G / 3- 383 -5023 Fi!kxx fire spri�kler @a ssco.com FMAVWI MILE RE SPKINKLER DESIGN COMPANY