Loading...
Specifications eufi dVa4f5 /775 5(4164(4_46 Ave_ 13d DELTA 14795 S W 72ND AVENUE PORTLAND, OR 97224 F I . 20-4020 • FAX 641743- 620 -1058 H emcon Facili R &D Ste. 130 TI ps0 00" ti DATA SUBMITTAL FOR ��y1LD1►�G D FIRE PROTECTION SYSTEM DELTA FIRE, INC. June 6, 2006 Michael Stewart 06 -3403 FIRE PROTECTION CONTRACTORS Hemcon Facility R &D Ste. 130TI May 24, 2006 Page 2 of 2 TABLE OF CONTENTS Pipe & Fittings Black Schedule 40 Black Schedule 10 CIS Fittings Victaulic Firelock Couplings Fig. #005 Victaulic Couplings Fig. # 75 Victaulic Mechanical Tee Fig. # 920/921 Hangers Tolco Pipe Rings Fig. #2 Drop in Anchor - Sprinkler Heads Reliable Model Fl 1/2" 155 Degree Pendent Reliable Model G 1/2" 212 Degree Upright FIRE PROTECTION CONTRACTORS . i'Irr:'::::77' t L i yyy , t , > Q , � ` kA ' LL fVJ 11 me 4 w +K iLF • I 1 M1 • • :.,r,044) - ,, ir _ it AB Plo-te tioo /4 .... .. . . • . ... . L . fir.. Schedule-1O®/Schedule-40® 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 (1'4"- 8 ") pipe and Sch -40 (I"- 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. Galvanized Pipe Sch40 Specifications NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Litt (21') Wt/Lift (24') WI/Lift (25') Schedule - /Schedule - product can be In; mm In; mm Lbs /Ft; Kg /m Lbs /Ft; Kg /m Lift Lbs, Kg Lbs, Kg Lbs, Kg "hot -dip" galvanized to meet FM requirements for dry systems in 1" 1 049 1.680 2 05 70 2,470 2,822 2,940 accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications of ASTM A - 123. 1W 1.380 2.270 2.93 51 2,431 2,778 2,894 32 351 4.36 4.36 51 1,103 1,260 1,313 i ,' . • ; Superior Coating 11/2" 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 Our advanced formula mill coating of- 2° 2.067 3.650 5.13 30 2,300 2,628 2,738 fern a clean, durable surface. It is also 50 52.5 5.4 7.63 30 1,043 1,192 1,242 paint -ready for custom color applications 2W 2.469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 62.7 8.6 11.73 19 1,048 1,197 1,247 The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe Sch.10 Specifications products up to 4.5000" in diameter is - coated with our new Antibacterial For NPS Nominal 1.0. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') WVLift (24') WI/Lift (25') mula, "ABF ". In scientific laboratory In: mm In; mm Lbs /Ft Kg /m Lbs/Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs: Kg test, ABS proved to have superior resis- 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 " tance to microbial colonization of pipe 25 27.9 21 2.70 91 1,213 1,385 1,445 walls, thereby delaying or possibly pre- 1W 1.442 1.810 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36 6 2 7 3.75 61 1,052 1,208 1,252 Influenced corrosion (MIC) when the 11/2° 1.682 2.080 3 04 61 2,664 3,045 3,172 First Sprinkler System is first installed. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 ', American Made • - 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 Meets "Buy American" requirement 2yz" 2.635 3.530 5.89 30 2,224 2,542 2,648 and is available through distributors in 65 66.9 5.3 8.77 30 1,009 1,153 1,201 the USA, Canada and Mexico. 3' 3.260 4.330 7.94 19 1,728 1,975 2,057 Specifications & Approvals 80 82.8 6.4 1182 19 784 896 933 4° 4.260 5 610 11.78 19 2,238 2,558 2,665 Schedule - /Schedule - pipe are in 90 108.2 8.3 17.53 19 1,015 1,160 1,209 compliance with the following: 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 ASTM A -135, and NFPA 13. Both pipe 6' 6.357 9 290 23.03 10 1,951 2,230 2,322 products have a working pressure rating 150 161.5 13 8 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 5975 7 1,100 1,256 1,309 tests: • Welded Outlets 0 41 !: . • Hydrostatic Pressure • Side Wall Rupture Listed Approved Listed • Vibration Test VICO /Flow Control �IIIeCJ 16100 S. Lathrop •Harvey, IL 60426 Customer Service: `J 11350 Norcom Rd. •Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S5 - 3 1 Standards and Specifications d )N v Jj° Dimen sions Material Galvanizing Thread Pressure Federal/Other d Rating M.I. Fittings . Class 150 /PN 20 ASME 816.3• ASTM A -197 ASTM A -153 ASME B1 20.1+ ASME 816.3• ASME 616 3" . Class 300 /PN 50 ASME 816.3• ASTM A•197 ASTM A -t53 ASME 8120.1+ ASME 816.3• M.I. Unions Class 150 /PN 20 ASME 816.39• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME 816.39• ASME 916.39 "' Class 250 ASME 816.39• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME 816.39• Class 300 /PN 50 ASME 816.39• ASTM A -197 ASTM A -153 ASME 8120.1+ ASME 816.39• Cast Iron Threaded Fittings Class 125 ASME 616.4• ASTM A -126 (A) ASTM A -153 ASME 81.20.1+ ASME 816.4• ASME 316.4111 Class 250 ASME 816.4• ASTM A -126 (A) ASTM A -153 ASME 81.20.1+ ASME 816.4• ASME 816.41111 C. 1. Plugs and Bushings ASME 816.14• ASTM A• 126 (A) ASTM A•153 ASME 61.20.1+ ASME 816.14• I WW -P -471 C. 1. Drainage Threaded Fittings ASME 816.12• ASTM A -126 (A) ASTM A -153 ASME B1.20.1+ ASME 616.12• ',� C. 1. Flanges and Flanged Fittings �� Class 125 (1 - -12') ASME 8161• ASTM A- 126 (A) or (B) ASTM A -153 ASME B1 20.1+ ASME 816.1 ASME 816. t• Class 125 (14' -up) ASME B16.1• ASTM A -126 (B) ASTM A -153 ASME 81.20.1+ ASME 816.1 ASME 816.1• Class 250 (11'-12') ASME 816.1• ASTM A• 126 (A) or (B) ASTM A -153 ASME 81.20.1+ - ASME 816.1 _ ASME 816.1• Class 250 (14' -up) ASME B16.1• ASTM A -126 (B) ASTM A•153 ASME 81.20.1+ ASME 816.1 ASME B16.1• Forged Steel Threaded Fittings ASTM A105. Class 2000. 3000. ASME 816.11• ASTM A182. ASMEB1.20.1+ ASME B16.11• 6000 ASTM A350 Pipe Nipples Steel Pipe ASTM A733 ASTM A53 ASME 81.20.1+ WWN 351 • Welded Type F or Type E Steel Pipe ASME 81.20.1+ WWN 351 - Seamless ASTM A733 ASTM A106 Gr. B (High Temp ) Brass ASTM 843 ASME 81.20.1+ ydWN 351 •The standard •an American National standard (ANSI) +ASME 61.2 0.1 was ANSI 82.1 (Formerly WW-P•501 . "formerly WW -P -521 ' •'Formerly WW -U-531 9 PF - 949 I IPS CARBON STEEL PIPE — GROOVED COUPLINGS 06.05 VICTAULIC" IS AN ISO 9001 CERTIFIED COMPANY Style 75 Coupling PRODUCT DESCRIPTION Style 75 is available where moderate pressures are expected or weight considerations are a factor Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi . . r R; a (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes Hot -dip galvanized rF - , and special coatings are available for all sizes i i 1 _____ ® ® FM i ������ See Victaulic Min Avg= pu for eon 10 Ot for details. Lit IN/ 1 Exaggerated for clarity DIMENSIONS i Y '1 - ' Z Max. Max. Allow. Deflect. Fr. ® Dimensions Aprx. I Plpe Size Cc t Inches/millimeters Work End Plpe Bolt/Nut Wgt. e n /d as r1s 1 Nominal Actual Pres. Load End t Per Plpe No. • Size Each • iii Diameter Out Dla. PSI• Lbs.' Sep. Cplg. InJFt. Inches Lbs. I (_ 1 I t j InJ InJmm N In.lmm 2 Deg. mm/m 2 mm 2 X Y Z kg 1' I l 'i 1 1 315 500 00 680 0- 0 06 0 57 2 38 4 27 1 77 1 3 v 2 5 33,4 3450 3025 0.1.6 48 61 108 45 0.6 1 1 660 500 1080 0 - 0 06 0 45 3 2 68 4 61 1 77 1 4 32 42 2 3450 4805 0 - 1.6 2° - 10' 38 2 - Ia X 2 68 117 45 0.6 1 1 900 500 1,420 0 0 06 0 40 3 2.91 4 82 1 77 1 5 40 48,3 3450 6320 0 - 1,6 1 - 56' 33 2 - la X 2 74 122 45 0.6 2 2 375 500 2.215 0 0 06 1' - 31' 0 32 2 3 /9 X 2 3 43 5 22 1 88 1 7 50 60,3 3450 9860 0.1.6 26 87 133 48 0 8 2 2 875 500 3.245 0 0 06 1 ° 15' 0 26 2 '/e X 2 3 88 5 68 1 88 1 9 65 73,0 3450 14440 0 - 1.6 22 98 144 48 0 9 76.1 mm 3000 500 3,535 0 - 006 1 _12, 026 2 - 3leX2 400 590 188 19 76,1 3450 15730 0 - 1 "6 22 102 150 48 0 9 3 3 500 500 4,800 0 - 0 06 1 ° _ 2 , 0 22 2 1 !z X 23l, 4 50 7.00 1 88 2 9 80 88.9 3450 21360 0 - 1,6 18 114 178 48 1,3 3 i /2 4 000 500 6.300 0 0.06 0 19 5 00 7 50 1 88 2 9 90 101 6 3450 28035 0 - 1.6 0° - 54' i6 2 - 1 /z X 2314 127 191 48 1,3 4 4 500 500 7,950 100 4,3 3 0 35380 O 0 13 1 ° - 36' 0 2 - 1 / 2 X 231, 5 80 8 2 4 9 1 4.250 450 6.380 0- 0 13 0 35 5 55 7 79 2 13 3 7 108.0 mm 108,0 3100 28395 0 - 3.2 1 ° - 41' 29 2 - 12 X 70 0 141 198 54 1.7 4' /z 5000 450 8,820 0 - 013 1 ° - 26' 025 2 S /eX3' /, 613 943 213 55 120 127 0 3100 39250 0 3.2 21 156 240 54 2.5 5 5563 450 10,935 0 - 013 1 _18 027 2 - 5/9X311, 688 1007 213 58 125 141 3 3100 48660 0 3 2 23 175 256 54 2 6 133,0 mm 5250 450 9,735 0 - 013 1 ° - 21' 028 2.16X825 655 937 213 60 133.0 3100 43325 0 3.2 24 766 238 54 2.7 139 7 mm 5 500 450 10,665 0 - 0 13 1 ° - 18' 0,28 2 - '!9 X 3'!, 6 80 9 59 2 13 6 3 139.7 3100 47460 0 - 3,2 24 173 244 54 2 9 6 000 450 12,735 0 0 13 0 21 7 38 10.48 1 88 6 2 152.4 mm 152,4 3100 56670 0 - 3 2 1 - 12 18 2 - SJr; K 3'la 187 266 48 2 8 6 6625 450 15525 0 - 013 1' - 5 ' 023 2 -s / 800 1107 213 70 150 168.3 3100 69085 0 - 3.2 18 203 281 54 3.2 • Table continued on page 2 't @ Refer to notes on page 2 O REGISTERED TRADEMARK OF VICTAUUC - 0 COPYRIGHT 2003 VICTAIAJC - PRINTED IN V S A 1470 REV F Victaulic Company of America • Phone 1- 800 - PICK -VIC (1- 800 - 742 -58421 • Fax: 610-250-8817 • e-mail pickvicrwictaulic com Victaulic Company of Canada • Phone. 905 - 884 -7444 • Fax 905 -884 -9774 • e -mail. - nccanada@victaulic corn Victaulic Europe • Phone•32 -9. 181 -1500 • Fax• 12.9- 320 -4438 • e-mail: viceuro9)victauliche J (taUIiC Victaulic America Latina • Phone' 610 -559 -3300 • Fax 610 -559 -3608 • e -mad, vicahv¢Llulic com ' Victaulic Asia Pacific • Phone. 65- 6235 -3035 • Fax 65- 6235 -0535 • e -mail vicapevictauhc corn y 060'S DIMENSIONS Y w Z Max. Max. Allow. Deflect. Fr. @ Dimensions Aprz Pipe Size Ci. t Inches/millimeters Work End Pipe Bolt/Nut Wgt. m sus , ICI Nominal Actual Pres. Load End t Per Pipe No. - Size Each FP 0 Diameter OutDia. PSI' Lbs.' Sep. Cplg. In/Ft. Inches Lbs. I In./mm InJmm kPa N InJmm Deg. mm/m mm X Y Z kg I 1111 159.0 mm 6 250 450 13,800 0 - 0 13 1 , 9 , 0,24 2 - 16 X 82 5 7 63 10 49 2 13 6 8 159 0 3100 61405 0 - 3.2 20 194 266 54 3,1 165 1 mm 6 500 450 14,940 0 - 0 13 1' 6 , 0 23 2 - 5 !x X 3' /, 7 84 10 66 2 06 7 2 165 1 3100 66483 0 - 3 2 19 199 271 52 3 3 203 2 mm# 8 000 450 22,635 0 - 0 13 0' - 54' 0 16 2 - 'f. X 4'!, 9 72 13 33 2 31 12 6 2032 3100 100725 0 - 32 13 247 339 58 57 8 8 625 450 26 280 0 - 0 13 0° - 50 0 18 2 '! X 4'/ 10 34 13 97 2 32 12 4 200 219,1 3100 116945 0 3,2 1 263 355 59 5 6 254,0 mm� 10 0 0 0 2400 122375 00 0 0 13 0' - 43' 0 1,, 5 2 - 1 /I) X 5' /z 12 15 2 20 4 8 304,8 mm f 12 000 350 39 0 - 0 13 0' - 36' 0 13 2 'fx X 5'b 14 16 17 69 2 53 23 6 304,8 2400 175775 0 - 3,2 9 36 0 449 64 10 7 it Style 74 Couplings '1@ Refer to notes below MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 Housing Coating: Orange enamel • Optional: Hot dipped galvanized and others Gasket: (specify choice')t • Grade "E" EPDM ' EPDM (Green color code) Temperature range -30 °F to +230 °F ( -34 °C to +110 °C) Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services UL classified in accordance with ANSI /NSF 61 for cold 86 °F (. -30 °C) and hot +180'F ( +82 °C) potable water service NOT RECOMMENDED FOR PETROLEUM SERVICES • Grade "T" nitrile Nitrile (Orange color code) Temperature range -20 °F to +180 °F ( -29'C to +82 °C) Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. except hot, dry air over +140 °F ( -60 °C) and water over +150 °F ( +66'C) NOT RECOMMEND- ED FOR HOT WATER SERVICES. - Services listed are General Service Recommendations only It should be noted that there are services for which these gaskets are not recommended Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. tSupplemental lubricant is recommended for services installed at or continuously operating below 0 °F ( -18 °C) Bolts /Nuts: Heat treated carbon steel, zinc plated to ASTM B -633, track -head conforming to physical properties of ASTM A -183 minimum tensile 110,000 psi (758340 kPa) NOTES ' Working Pressure and End Load are total, from all internal and external loads based on standard weight (ANSI) steel pipe standard roil or cut grooved in accordance with Victauhc specifications Contact Victaulic for performance on other pipe WARNING FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 'h times the figures shown I Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe Figures for standard cut grooved pipe may be doubled These figures are maximums for design and installation purposes these figures should be reduced by 50% for t/, - 3' /z (20 . 90 mm). 25% for 4' (100 mm) and larger @ Number of bolts required equals number of housing segments Metric thread size bolts are available (color coded gold) for all coupling sizes upon request Contact Victauhc for details WARNING Depressurize and main the piping system before attempting to install, remove or adjust any Victauhc piping products This product shall be manufactured by Victaulic Company All products shall oe Installed in accordance with current Victaulic invtallahon /assemoly instructions Victauhc reserves the right to change product specifications, designs and standard equipment without notice and without incurring obtigahons . 2 Style 75 Coupling IPS CARBON STEEL PIPE ,• 4 O . 2 FIRE PROTECTION PRODUCTS . i Cta U I i C' , Style 005 i 9001 certified company V icPlu s FireLockTM Gasket System • " " "" Rigid Coupling with Vic- PIusTu Gasket System PRODUCT DESCRIPTION F1reLock Style 005 rigid Sprinkler Systems Angle- ONLY on fire protection :1� >`, coupling has a unique, pat- pad design permits assem- systems. J Fjfy ented angle -pad design bly by removing one nut/ Vic -Plus Gasket System: i (,-1 which allows the housings bolt and swinging the ' ;'-.' 1 to offset while clamping the housing over the gasket. Victaulic now offers a gas t ket system which requires f r f tti grooves. By permitting the This reduces components no field lubncation. The Ti t housings to slide on the to handle during assembly; Vic -Plus System (patent tii.:.,;1 'r{: 7 angled bolt pads, rigidity is speeds and eases installs- pending) is dry, clean, and 'E'',; " obtained. non on pipe grooved to Victaulic specifications. non-toxic. IL reduces Patented The FireLock couplings assembly time substantially provide rigidity for valve Style 005 FireLock cou- and eliminates the mess 9� connections, fire mains and plings with the Vic- and chance of I long J � li'' straight runs Support Plui Gasket System over-lubrication. r.•: and hanging requirements are designed and rec- )��� correspond to NFPA 13 ommended for use G '! _ �J z. „e EPA C Y d�7 § LPC and VdS Approved, see notes on page nom -to DIMENSIONS SIZE Max. Max. Allow. Dimensions Nominal Work. End Pipe End © Bolt/Nut Inches/1nm Aprx. Inches Press. § Load Sep. t No. - Size - Wgt Ea. r .-Z -'! Actuat mm PSI Lbs •/N In. /mm Inches /mm X Y Z LbsJkg _ ' I 1'/4 350 755 0 05 2.75 4.50 188 1.2 wr Ai I JUL/ is .:- •: • ; I 2 - 3'a X 2 t t -i ,.s .15 X 1 ,1 11/2 350 990 0.05 2- X 2 300 4 75 1.88 1.2 �=' grart 2 350 1550 0.07 2 _ > X 2'h 3.50 5.25 1.88 1.6 Rated for wet and dry sprinkler 21/2 350 2270 0.07 4.00 5.75 1.88 1.9 systems at 350 PSI (2413 kPa) for _: , • - 2 - i4 X 21/2 . ;r ,,u; : • ,; a 11/4 - 4 (42.4 - 114.3 min) sizes 350 2475 007 4 13 5.75 1.88 1.9 and 300 PSI (2068 kPa) for 41/4 - 76.1 mm , • • 2 - 44 X 2/ •,r; ; ,,c, 1.oa :J.) 8' (108.0 - 219.1 mm) sizes: 3 350 3365 0 07 4.63 6.13 1.88 2.1 Schedule 10 roll grooved or .' : ;, -, , • 2 - X 2'h ,, , ,t1 , ttr ',0 Schedule 40 cut or roll grooved 4 350 5565 0 16 2 Ye X 2 fi 5 75 7 25 2.13 3.1 steel pipe Style 005 1s rigid and S 63 7.25 2.13 3. does not accommodate expan- 108.0 mm 300 4255 0 16 2 . % X 2'h q4 ; sron, contraction or angular deflection. 5 300 7290 0.16 2 - ,/ X 2 , 4 6.88 900 2 1 4 5 3 300 6495 0 16 2 h X 2�4 6 63 900 2.13. 4.5 133.0 mm .;;, , "y c•i „ 139,7 mm 300 . 7125 0 16 2 - 'h X 23 6.88 9.00 2 13 4.8 6 300 10340 0.16 2 h X 23'. 8.00 10. 2 13 5.0 300 9200 0.16 2 - 3's X 4 /4 7.63 moo 2 13 5.5 159.0 mm = 300 I 9955 0.16 8.15 10.00 2.13 5 5 ,. 165.1 mm - ;.•. .,t::;: 2 - V2 X23/4 - 8 300 I 17525 0.19 2 - 3'e X 4'/4 10.50 13.13 2 63 11 3 • a § T Reler to notes on page 2. Victaultc World Heacquarters • P O. Bcx 31. Easton, PA 18044 -0031 • 4901 Kesslerswlle Rd.. Easton, PA 18040. 1- 800 -PICK VIC • FAX: 610/250 -8817 • www.vlctaulic.com 1528 Rev E 10,0o 8 Regmter•o Traaomara at V•taukc 0 Caoyngnt 1999 V■ctaus Panted n U S A MATERIAL SPECIFICATIONS Housing: Ductile iron conform- Inc. and Approved by Factory Bolts/Nuts: Heat treated car- - ing to ASTM A -395. grade 65- Mutual Research for wet and bon steel. zinc electroplated to 45 -15. and ASTM A -536. grade dry (oil free air) sprinkler ser- ASTM B-633; Track head bolt 65- 45-12. vices up to the rated working conforming to ASTM A -183 Housing Coating: Orange pressure using the Grade "E° minimum tensile 110.000 PSI enamel Type A Vic -Plus Gasket (758340 kPa): Flanged hex nut • 0 Optional: Hot dipped galva- System, requiring no field conforming to ASTM A -563, lubrication. Grade A. ri For dry services. Victautic t Standard gasket and RushSeal gasket Gasket: Gasket: continues to recommend the approved for dry pipe systems to - 40 °F 0 Grade "S" EPD1V! Type A ( - 40•C). Supplemental lubricant is rec- Vic-Plus Gasket System t u se of Grade °E' Type A ommended for services installed at or (Violet color code). FireLock FlushSeal Vic -Plus Gasket continuously operating below 0°F products have been Listed by System. Contact Victaulic for (- 18'C). Victautic continues to recom- details mend the use of RushSeal gaskets for Underwriters Laboratories dry services The information provided below is based on the latest listing and approval data at the time of publication. ListingslApprovals are subject to change and/or additions by the approvals agencies. Contact V ictaulic for performance on other pipe and the latest listings and approvals. te.C2 -2A Rated Working Pressure Rated Working Pressure Pipe Size Pipe Size Schedule Inches UL ULC FM Schedule inches UL ULC FM 5 114.3 175 175 175 4 300 300 300 EZ 11/4 - 4 350 350 350 6 175 175 175 10. 5 - 8 300 300 300 SF 1 y - 4 300 300 300 BLT 11/4 - 2 300 300 300 Super 40 114 - 2 300 300 300 1' - 4 300 300 300 It 1'1- 2 300 300 300 OF 6 175 175 175 WLS 11 -2 300 300 300 DT VA- 2 300 300 300 XUXL -I I 11/4 - 3 300 300 300 EL 1 - 2 300 300 300 NOTES: 5 refers to Listed/Approved EL refers to Listed /Approved Super 40/XL refers to Listed/ Schedule 5 steel sprinkler pipe. Eddylite steel sprinkler pipe Approved Super 40 or Super XL 10 refers to LLsted/Approved manufactured by Bull Moose Tube steel sprinkler pipe manufactured • Co. by Allied Tube and Conduit Schedule 10 steel sprinkler pipe. Corporation. 40 refers to Listed/Approved EZ refers to Listed/Approved . EZ-F1ow steel sprinkler pipe WLS refers to Listed/Approved Schedule 40 steel sprinkler pipe. manufactured by Northwest Pipe steel sprinkler pipe manufactured BLT refers to Listed/Approved & Casing Co. by Wheatland Tube Company steel spnnlder pipe manufactured SF refers to Listed/Approved XL/XL-U refers to Listed /Approved by American Tube Company. Super -Flo steel sprinkler pipe XL or XL -II steel sprinkler pipe DF refers to Listed/Approved manufactured by Allied Tube and manufactured by Allied Tube and Dyna -Flow steel sprinkler pipe Conduit Corporation. Conduit Corporauon. manufactured by American Tube SL refers to Listed/Approved steel Company sprinkler pipe manufactured by DT refers to Listed/Approved Dyne Western Tube and Conduit Thread steel sprinkler pipe Corporation. manufactured by American Tube Company. NOTES • Working Pressure and End Load are total. trom all internal and external toads, based cn standard weight (ANSI) steel pipe, standard roll or cut grooved in accor- dance with Victaulic specifications. Contact Victautic for performance on Other pipe. WARNING. FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 155 times the figures shown. t For field installation only. Firelock Style 005 couplings are essentially rigid and do not accommodate expansion/contraction. ® Number of bolts required equals number of housing segments Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar (175 PSI). WARNING Piping systems must always be depressurized and drained before attempting disassembly and removal of any Victaulic piping products. This product shell be manufactured by Victaulic Company. AU products shall be ',totalled m accordance watt current notice and VIctaufic ki� s obligations bly n ructions mm Victautic reserves the right to change product specifications, designs and standard equip 10.90 - 2 GI PS CARBON STEEL PIPE HOLE CUT PRODUCTS it 4 ri <s VICfAIJLIC' IS AN 1509001 ERTIFIEDCOMPAN'' Styles 920 and 920N Mechanical -T® Bolted Branch Outlets PRODUCT DESCRIPTION Victaulic Mechanical -T Outlet provides a direct branch connection at any location a hole can be cut in pipe The hole is cut oversize to receive a holefinder locating collar which secures the outlet in position permanently A pressure responsive gasket seals on the pipe 0 D Cross -type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections NOTE Style 920 and Style 920N housings cannot be mated to achieve a cross connection Style 920 and Style 920N Mechanical -T outlets are available with grooved or female threaded outlet Specify choice on order. Units are supplied painted witn plated bolts Galvanized housings are available supplied with plated bolts Styles 920 and 920N All sizes of Style 920 and 920N are rated at 500 psi (3450 kPa) working pressure on Schedule 10 and d 0 carbon steel pipe They may also be used on high density polyethylene or polybutylene (HDPE) pipe t . Pressure ratings on HDPE are dependent on the pipe rating Contact Victaulic for ratings on other pipe f ? St le 920 and 920N are not recommended for use on PVC plastic pipe. Y P P P Standard piping practices dictate that the Mechanical -T Styles 920 and 920N must be installed so that �, the main and branch connections are a true 90' angle when permanently attached to the pipeline surface a- ; tie +ta a , ix; "' 4 Style 920 Cross V dS ) ‘1111 s See Victaulic publication 10 01 for details See chart on page 5 for pressure ratings MATERIAL SPECIFICATIONS Housing /Coating. Ductile iron conforming to ASTM A -536. grade 65- 45 -12, with orange enamel coating Ductile iron conforming to ASTM A -395. grade 65- 45 -15, Is available upon special request • Optional: Hot dipped galvanized Gasket: (Specify choice') • Grade "E" EPDM EPDM (Green color code) Temperature range -30 °F to +230 °F (-34°C to I- 110 °C) Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services UL Classified in accordance with ANSI /NSF 61 for cold +86 °F ( +30 °C) and hot +180 °F ( -82'C) NOT RECOMMENDED FOR PETROLEUM SERVICES • Grade "T" nitrile Nltrile (Orange color code) Temperature range -20'F to -180 °F ( -29 °C to F82 °C) Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over -150'F (T66`C) or for hot dry air over --140 °F ( +60'C) 'Services listed are General Service Recommendations only It should be noted that there are services for which these gaskets are not recommended Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended Bolts/Nuts: Heat - treated plated carbon steel trackhoad meeting the physical and chemical requirements of ASTM A -449 and physical requirements of ASTM A -183 C REGISTERED TRADEMARK OF `ACTAULIC - D COPYRIGHT 2004 VICTAULIC - PRINTED IN U S A - SKU •'NCASi7BNLV ■480'54 G United States • Phone 1 800 - PICK -VIC (1- 800 -742 -5842) • Fax 610- 250 -8817 • e -mall pickvic @victaulic corn Canada • Phone 905- 884 -7444 • Fax 905 - 884 -9774 • e -mail viccanada@victaulic coin Europe • Phone 32.9 -381 -1500 • Fax 32- 9- 380 -4438 • e -mail viceuro@victaulic be ^^} Central and South America • Phone 610 -559 -3300 • Fax 610- 559 -3608 • e -mail vital @victaulic coin g C t a u l i C' Australasia • Phone 86 -21 58855151 • Fax 86 -21- 58851298 • e -mail vicao @victaulic coin 11.02 DIMENSIONS V - . - Z NaX Dimensions - inches/millimeters Aprx. r � SIZE Work. Hole Fern. Wgt. Each =� ` ' Run X Branch Press. Dia. Thd. Grv. Obsjk9 V l Nominal Inches Style PSI *0.13 V V Fern. MI ^ i: G�t mm No. kPa -0.00 T" $ 8 $ W Y Z Thd. Grv. '.- . i - 2 X 1 1 2 (a) 92014 500 1 50 2 00 2 53 1 61 5 35 2 75 3 1 w 50 X 15 3450 381 51 64 - 41 136 70 1,5 � X 3 7, (a) 92014 500 1 50 1 97 2 53 - 1 61 5 35 2 75 3 1 - Styles 920 and 920N X 20 3450 38 1 50 64 41 136 70 1 5 - w /Grooved Outlet X 1 (a) 920N 500 1 50 1 85 2 53 - 1 61 5 35 2 75 3 0 - X 25 3450 38 1 47 64 - 41 136 70 1,4 - X 1'74 (a) 1 920x1 500 1 75 2 05 2 75 3 00 1 61 5.35 3 00 3.5 3 2 X 32 3450 44,5 52 70 76 41 136 76 1,7 1 5 .v r �Z� X 1';z (a) 1' 92014 500 1.75 2.03 2 75 3 12 1 61 5 35 3 25 3 6 3 2 PIN il -- X 40 3450 44 5 52 70 79 41 136 83 1 7 1 5 � 2 /3 X 7z (a) 500 1 50 2 21 2 74 - 1 86 5 64 2 75 3 C h �� r�4� T , "'ter 65 X 15 920x1 3450 38,1 56 70 - 47 143 70 1,4 - z { • • i l n �9 X 74 fa) 500 1 50 2 18 2 7 - 1 86 5.64 2 75 3 0 - 7 w INC 920x, X 20 3450 38,1 55 70 47 143 70 14 X 1 (a) 920N 500 1 50 2 06 2 74 1 86 5 64 2 75 2 9 - Styles 920 and 920N X 25 3450 38,1 52 70 - 47 143 70 1 4 - w /Female Threaded Outlet X 1 1' (a) 920N 500 1.75 2.30 3 00 3 25 1 86 6 29 3 00 3 5 3 2 X 32 3450 44.5 58 76 83 47 160 76 1,7 '.5 X 1 13 t (a) 9201 500 2 00 2.28 3 00 3 25 1 86 6.26 3 25 3.6 3 3 X 40 3450 50,8 58 76 83 47 159 83 1 7 1.6 NOTE: Style 920 and Style 76,1 mm X 1 12 (a) 300 1 50 2 22 2 75 - 1,88 6 46 3,16 3 9 - 920N housings cannot be x 15 920 2065 38,1 56 70 - 48 164 80 1,8 - mated to achieve cross x 3 /4 (a) 300 1 50 219 2 75 - 1 88 6.46 316 39 - connections. X 20 920 2065 38,1 56 70 48 164 80 18 - X 1 (a) 300 1 50 2 07 2 /5 - 1 88 6 46 3 16 3 8 - These new size Style X 25 920 2065 38.1 53 70 - 48 164 80 1.7 - • NEW 920N products require a HOLE SIZE different hole size than X 1 (a) t 920N 500 1 75 2 30 3 00 3 31 1 92 5 29 3 00 3 5 3 2 the Style 920 II replaces X 32 3450 44,5 58 76 64 49 160 76 1.6 1,5 for proper installation X 1'14 (a) 500 2 00 2 28 3 00 3 31 1 92 6 29 3 25 3 5 3 3 Use caution to assure X 40 92014 3450 50.8 58 76 84 49 160 83 1 6 1.5 • the proper size hole is prepared for the specific 3 X '/z (a) 500 1.50 2 52 3 05 - 2 28 5 15 2 75 3 4 - size and style used 80 X 15 920x1 3450 38,1 64 78 - Sd 156 70 1 6 Failure to use the proper X 3 /, (a) 500 1 50 2 49 3 05 - 2 28 6 15 2 75 3.4 - hole size could result in 920N joint leakage and X 20 3450 38.1 63 78 - 58 156 70 1,6 - property damage X 1 (a) 92011 500 1 50 2.38 3.06 - 2 28 6 15 2.75 3 3 - X 25 3450 38.1 61 78 - 58 156 /0 1,6 - X 1' /, (a) t 920N 500 1 75 2.55 3 25 3 56 2 28 6 15 3 00 3 8 3 7 X 32 (b) 3 44.5 55 83 90 58 156 76 1,8 1,8 X 1 /2 (a) t 920N 500 2 00 2 78 3 50 3 56 2 28 6 15 3 25 4 1 3 8 X 40 (b) 3450 50,8 71 89 90 58 156 83 1.9 1.8 X 2 (a) 92014 500 2 50 2 75 3 50 3 56 2,28 6 75 3 88 4 9 4 6 X 50 3450 63.5 70 85 90 58 172 99 2.3 2.1 3 X 2 92014 500 2 50 - - 3 75 2.44 6 72 3 88 - 3.8 90 X 50 3450 63,5 - - 95 52 171 99 - 18 4 X 1 /2 (a) 920N 500 1 50 3 03 3 56 - 2 69 7 01 2 75 3 7 - 100 X 19 3450 38 1 77 90 - 68 178 70 1.8 - X 3 14 (a) 920N 500 1 50 3 00 3 56 - 2 69 7 01 2 75 3 7 - X 70 3450 38,1 76 90 - 58 178 70 1,8 - X 1 (a) 92CN 500 1 50 2 88 3 56 - 2 69 7 01 2 75 3 6 - X 25 3450 38 1 73 90 - 68 178 70 1,8 - X 17, (a) t 920N 500 1 75 3 08 3 78 4 00 2 69 7 01 3 00 4 0 3 6 X 32 ft;) 3450 44,5 79 96 102 68 178 /6 1,9 - ,8 5 i (a)i 500 2 CO 328 400 4 00 269 701 3.25 42 39 X 40 (b) 920N 3450 50,8 83 102 102 58 178 83 2,0 1 9 X 2 (a) 1 92014 500 2 50 3 25 4 00 4 00 2 69 7 01 3 88 5 0 4 6 X 50 3450 63 5 33 302 102 68 178 99 2,3 2.1 X 2 t 500 275 288 400 400 269 734 463 58 50 X u5 920 3450 69.9 73 102 102 58 1311 118 2,6 2,3 X 76,1 mm 920 500 2.75 4 00 2 69 7 34 4 63 6 4 3450 69 9 - - 102 58 186 118 - 2 9 X 3(a)t I 920 500 350 3.31 1 450 412 269 773 5,12 3 4 6 X 80 3450 NO 84 114 105 6a 196 130 38 2 9 108 0 mm X 1'/4 (a) 500 75 3.08 3.78 2 63 7.64 3 05 5 C X 32 92GN 3450 44 5 79 96 - 57 194 78 2 3 - X 1 /3 (a) 920N 500 2 00 3 28 4 00 - 2 63 7.64 3 25 5 0 - X 40 2450 50 3 82 102 - 67 194 d3 2,3 - Table continued on page 3 See notes on page 4 2 Styles 920 and 920N Mechanical -T Bolted Branch Outlets 11.02 DIMENSIONS l r -Y .. —Z--.3 SIZE Max. Hole Dimensions - Inches/millimeters Aprx. Wgt. Ea. -- 1 I t ! Run X Branch Work. Dia. Fem. Lbs/kg + ' Nominal Inches Style Press. +0.13 Thd. Grv. Fern , ^ _,, v %yr- mm No. PSI/kPa -0.00 T" V #4 V # W Y Z Thd. Grv. MN i1 MI 108,0 mm X 2(a) 500 250 325 4 00 263 76 400 4 00 920N ► -- 4 1_; - n - t 5o 3450 63,5 33 102 - 57 194 102 ' '/ W Iv 76,1 mm 920 500 2 75 283 4 00 4 00 2 63 7 64 4 29 800 3450 69.9 73 102 102 67 194 105 203 20 Styles 920 and 920N A 3 (a) 920 500 3 50 3 3 1 4 SC 4 00 2 63 7 63 4 88 - 5 5 W /Grooved Outlet .4 90 3450 88,9 94 1'4 102 67 194 124 - 30 5 X 14 500 2 CO 422 475 316 970 369 125 X 15 920 3450 508 107 '21 30 246 94 X 1 'n (a) t 500 2 00 4 03 4 75 4 75 3 16 9 70 3 69 7 4 7 ( v---. T Z- 1 ,C 40 0 920 3.150 50,8 102 121 121 80 24E 9•f 3 3,4 6 2 i t 500 250 •t 00 475 475 316 970 438 82 80 t' PI I a _ 5 50 9 . � 3 3.50 63 5 102 '71 121 20 2 111 3,7 3 5 v T X 2'L (a) t 5 00 75 3 63 4 75 4 75 3 16 9 70 4 63 8 3 7 is ^ �. �� \ �.� 2 � - Z �1 u .( 55 920 3450 69.9 92 121 121 30 246 118 36 35 w X 3(a) 500 350 3.81 500 463 315 970 531 8 33 _ 30 920 345(3 88 9 97 127 118 30 246 '35 3,8 4 0 Styles 920 and 920N 133.0 mm X 2 920N 500 2 50 3 75 4 50 3 17 8 00 3 88 w/Female Threaded Outlet 50 3450 63.5 96 r 31 203 99 X 3 500 3 50 3 81 5 00 3 00 9 46 5 31 80 920 3450 38.9 97 127 76 240 '35 139.7 mm X 1 t 920N 500 2 00 3 78 4 50 - 3 30 8 23 3 25 X r0 3450 50 8 96 114 - 34 209 83 NOTE: Style 920 and Style X 2 t 500 2 50 3 75 4 50 - 3 30 8 23 3 88 920N housings cannot be 4 so 9c0N 3450 63 5 95 114 84 209 99 mated to achieve cross 500 2 75 3 63 4 75 - 3 13 9 85 4 63 - 8 3 connections. X 76,1 mm (a)(b) 92 3 69 9 92 121 - 80 250 119 - 4 0 these new size Style X 76 1 mm 920 500 3 50 4 63 3 10 9 70 5 31 11 0 NEW 920N products require a 3450 88,9 - - 118 30 246 1 35 3,0 - HOLE SIZE different hole size than X 3 500 3 50 3 81 5 OC 4 63 3 16 9 85 5 38 14 0 the Style 920 It replaces X 98.9 920 (450 889 9680 1 2/ 113 30 250 131 6 4 for proper installation Use caution to assure 6 X 1' 920N 500 1.75 4 43 5 13 5 13 3 79 9 15 3 25 - 4 8 the proper size hole rs 150 4 32 lb) 3450 44.5 112 130 130 96 232 23 - 2 2 prepared for Ins specific X 1 (a) t 920N 500 2 00 4 40 5 12 5 13 3 79 9 15 3 25 5 4 5 1 size and style used x 4C i0) 3450 50 3 112 130 130 96 237 83 2,4 2 3 Failure to use the proper hole size could result Si X 2 (a) t 920N 500 2 50 4 38 5 13 5 13 3 79 9 15 3 88 6 0 5 6 Joint leakage and X 30 3.150 63.5 111 130 130 96 232 99 2 7 2 3 property damage X 2 / (a) t 500 2 75 4 01 5 13 5 12 3 69 10 51 4 63 3 3 7 6 X 55 970 3450 69,9 11C '30 130 94 26/ 118 1.3 3 4 X 76,1 mm (a)Ih) 920 500 2 75 - - 5 21 3 69 10 51 4 63 - 8 4 3450 59 9 - - 132 94 2.67 '18 3 .. X 3(a)t 500 350 431 550 513 369 1051 531 99 8 X 30 920 3450 88.9 110 140 130 94 267 135 4 5 3 3 X 4 (a)'I 500 4 50 381 575 538 369 1051 625 101 101 X 100 920 3450 111,3 97 .46 137 94 257 '59 4,6 4.5 1 59,0 mm X 1 V, 920N 500 1 75 4 43 5 13 3 63 9 40 3 25 X 32 3450 44,5 113 130 92 239 83 X 1 (a) 920N 500 2 00 4 4 5 13 - 3 63 9 40 3 25 7 8 - 4 40 3450 50 9 112 130 - 97 239 83 3 5 - X 2 (a) 920N 500 2 50 4 38 5 13 - 3 63 9 40 3 88 8 0 - 50 3450 63,5 11" 130 - 92 239 99 34 - X 76 1 mm 920 500 2 75 4 38 5 50 5 13 3 63 9 40 4 63 3450 69,9 1 140 130 92 239 113 X 3 50C 350 43' 550 513 363 940 531 810 .4 20 920 3450 88 9 110 140 120 92 239 135 205 74 X 108,0 mm 920 500 4 50 - - 5 38 3 63 9 40 6 12 - 11( (3 3450 114 3 - - 137 92 239 1 55 - •1 3 X 11,3 mm 920 500 4 50 3 8 5 75 - 3 63 9 40 6 25 18 0 - 3450 114,3 9630 '4b - 92 239 159 32 165 1 mm X 1 920N 50C 1 50 3 88 4 56 3 79 9 34 2 75 25 3 38 1 99 116 06 237 70 X 1'/, 500 175 4 43 513 3 79 934 325 ' X 37 5201,1 3450 44 n3 '30 96 237 83 X 1 ' / ; )a) 1 920N 500 2 GO 4 4 1 5 1 3 3 79 9 34 3 25 40 34512 50 8 112 '3(3 96 237 83 X 2 (a) 1 500 2 50 4 38 5 13 3 79 9 3 3 88 • .4 50 920N 145(3 43 5 '30 96 23 / 99 X 2 r 920 500 2 75 4 01 5 13 - 3 63 10 51 1 03 3 5 5 1 63 3 699 110 '30 - 12 , 267 '19 39 1 3 1 Table continued on page 4 Sec notes on nage 4 Styles 920 and 920N Mechanical -T Bolted Branch Outlets 3 11.021 DIMENSIONS I.-- y -. .-- z SIZE Max. Hole Dimensions - Inches/mIlllmeters t l Work. Dla. Style I Nominal Inches Press. «0.13 Aprx.Wgt. Ea. \ v � mm No, PSIIkPa -0.00 LbsJkg • m �� r�r r 165 1 mm 920 500 2.75 4 01 5.13 5 21 3 63 10 51 4,63 8 6 7 6 / X 76,1 mm (a)(b) I _r _ _ 3450 69.9 110 130 132 92 267 118 39 34 � X 3 (a) 1 920 500 50 5.13 3 1 71 5 10 2 8 8 • X 80 3450 88.9 9 110 i10 140 140 130 30 92 2 2 267 135 5 3 4.6 3 8 Styles 920 and 920N X 4 (a) 1 920 500 4 50 3 81 5.75 5 38 3 63 10 51 6 25 10 5 8 4 X 100 3450 114.3 97 146 137 92 267 159 4 8 3.8 w /Grooved Outlet 8 X 2 (a) 500 2 75 5 44 5 19 - 4 81 12 42 4 50 11 6 - 200 X 50 920 3450 69 9 138 157 - 122 316 114 5 3 - X 2'ft (a) T 500 2 75 5 07 6 19 6 19 4 81 1242 4 50 11,6 11 6 X 65 920 3450 69,9 129 157 157 122 316 114 5 3 5,3 • i ZI 3(a)T 500 350 531 650 650 481 12 531 12 116 X 80 920 3450 88,9 135 165 165 122 316 135 5,7 5,3 v % ? X 4 (a) t 920 500 4 50 4 81 6 75 5 38 4 81 12.42 6 25 15 3 12.5 ro ' 4 X 100 3450 114,3 122 171 162 122 316 '59 6.9 5,7 \ IM Styles 920 and 920N w/Female Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style NEW 920N products require a HOLE SIZE different hole size than the Style 920 it replaces for proper installation Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage NOTES "Center of run to engaged pipe end, female threaded outlet only (Dimen- sions approximate) T Available with grooved or female threaded outlet, Specify choice on order Center of run to end of fitting e Female threaded outlets are avail- able to NPT and BSPT specifications (a) British Standard female pipe threaded outlet is available as listed Specify BSPT clearly on order (b) For 76,1 mm threaded outlet spec- ify 2'1,' BSPT clearly on order 4 Styles 920 and 920N Mechanical -T Bolted Branch Outlets 11.02 FLOW DATA 0 1 OUTLET SIZE Equivalent Length OUTLET SIZE Equivalent Length Feel/meter of Pipe Feet/meter of Pipe Nominal Actual Nominal ctual Di a. Outit. . Di a. Female Diameteter Out. Dia. Female InJmm Inimm Grooved Threaded Inimm In/mm Grooved Threaded l ,/2 0840 - - 20 7_ 7375 9U 105 O- � 15 21,3 08 50 60.3 2.7 3.2 1 ' IL�J 7, 1050 _ 40 2 2 875 110 125 �ti 20 253 1,2 55 73 0 3 4 3.8 1 1 315 - 50 3 3500 135 155 25 33 7 - 1 5 80 88 9 4.1 4 7 Exaggerated for Clancy 1 1 660 5 5 5 0 4 4 500 20.0 22 0 Flow test data has shown that 32 42,4 1 / 1,3 100 114,3 4.1 6,7 the total head loss between 17 1 900 7 0 8 0 point (1) and (2) for the Style 40 48 3 2,1 2.4 920, 900N and 929 Mechanical -T fittings can Formulas for CV Values: best be expressed in terms of the pressure difference across 1P = O'- Where: the inlet and branch. The C C 0 = Flow (GPM) Cv = Flow Coefficient pressure difference can be obtained from the relationship Q = Cvx AP = Pressure Drop (PSI) to the right C Values Pipe Size Pipe Size Pipe Size Values for flow of water at Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside -60 °F ( +16 °C) are shown in Diameter Diameter Cv Diameter Diameter Cv Diameter Diameter Cv the table at right. Inches /mm Inches /mm Values Inches /mm Inches/mm Values Inches/mm Inches/mm Values '/2 0 840 17, 1 660 45 277 2 875 15 71,3 17 32 424 4 _ d5 730 135 '/. 1 050 1 1 900 3 3 500 20 26.7 21 40 48 3 50 80 38.9 200 1 1 315 2 2 375 4 4.500 - 25 33,1 25 5 50 503 100 CO 1 1143 400 APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication Listings /Approvals are subject to change and /or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals Rated Working Pressures Run Size PSI/kPa Actual Nominal Outside Diameter Diameter Outlet Size Pipe Inches /mm Inches /mm Inches /mm Schedule UL ULC FM 272 - 6 2 875.6 625 All 10 40 400 z 0 Z 00 65 150 73.0 168.3 2 - 4 2 875 - 4 500 All DF 300 300 300 65 - 100 73,0 '14,3 2055 2065 2065 2'2 - 4 2 875 - 4 500 All SF 300 30C 300 65 100 73 0 - 114 3 2065 2065 2065 6 6 625 300 300 250 150 158,3 3 4 1U 2065 2065 1724 6 6.625 300 300 300 150 168,3 3.4 3C . 40 � 2065 2065 2065 8 8 625 4 00 - - 200 2191 2 10 40 2755 - - 8 8 625 300 - 250 200 219,1 3 . 4 10 2065 - 1724 - 8 8 625 300 - 300 200 219.1 3.4 3C . 40 2065 - 2065 NOTES 10 reters to Listed /Approved Schedule 10 steel spunkier pipe 10 refers to Listed /Approved Schedule 40 steel sprinkler pipe OF refers to Listec /Aperoved Dyne-Pow steel sprinkler pipe manufactured by American Tube Company SF refers to Listed /Approved Super Flo steel sprinkler pipe manufactured by Allies Tuoe and Conduit Corporation This product shall be manufactured oy Victaulic Company Ali products to 5e installed in accordance with current `/icaiJic ,nstallaeonrassembly instructions Victaulic reserves the ngnt to change product specifications designs and standard equipment without notice and without incurring obligations Styles 920 and 920N Mechanical -T Bolted Branch Outlets 5 . . ® TDLCO www.tolco.com a brand of NIBCO' Revision 5/24/2001 Fig. 2 - Adjustable Band Hanger O 0 Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod • Size Range — Size 2'/:" thru 4" pipe. µ Material — Carbon Steel, Pre - Galvanized Function — Recommended for the suspension of non - insulated ``' C pipe or insulated pipe with Fig. 220 shield. / /' Fig. 2NFPA accommodates the reduced rod schedule of the , \, „..„,i- National Fire Protection Association Pamphlet 13. �' Approvals — Underwriters' Laboratories Listed in the USA (UL) r ' f'''',,.\ , \ and Canada (cUL). Factory Mutual Engineering approved. j ' Conforms to Federal Specification �\ B / WW -H -171 E, Type 10 and Manufacturers Standardization Society . I SP -69, Type 10. I F Finish — Pre - Galvanized A Note — Available in Stainless Steel materials. Order By Figure — F i number, pipe size and material - - ' . Y Dimensions • Weights Pipe Max. Rec. Approx Wt. /100 Size Rod Size A B C Load Lbs. Fig. 2 Fig. 2NFPA 2'/, 1/2' 5 4'/. 1 600 41 40 3 1/2' 6 4'/0 1 600 45 43 3'/, 1/2" 73/8 51/4 21/8 600 52 50 4 5/8' 7 5 1'/. 1000 59 56 5 5/8" 9 6'/. 2'/. 1250 97 95 6 3/4" 9 6' /, 1 1250 139 105 • 3/8" nut is used when NFPA rod sizing is requested. ▪ 1/2" nut is used when NFPA rod sizing is requested. ® Main Office/Manufacturing Facility • 1375 Sampson Ave • Corona, CA 92879 • Ph 909 737 5599 • Fax. 909 737 0330 Customer Service • 800 786 5266 www.tolco.com • RED HEAD ANCHORING SYSTEMS Submittal Information Multi -Set II INSTALLATION STEPS -, !- b - To set anchor flush with surface. SPECIFIED FOR ANCHORAGE o o `i 1 . Drill hole the same diameter as outside diameter I r INTO CONCRETE ' . I`' ' " of anchor being used to any depth exceeding \ minimum embedment. Clean hole. ! Drop-In, shell -type anchors feature t Er an internally threaded, all -steel shell — with expansion cone insert and flush embedment lip. Anchors are manufactured from plated carbon steel, a b 2. Drive anchor flush with surface of concrete. ;a •-►oo 18 -8 stainless steel and 316 stainless steel. • ¢ ° - ^ Anchors should be installed with carbide tipped hammer drill bits made 4 E in accordance to ANSI B212.15 - 1994 specifications. Anchors should be tested to ASTM E488 criteria and listed by ICC (formerly ICBO) and SBCCI. Anchors should also be listed by the following agencies as required - - 0 . : : " . - . b •o•: j°' 3. Expand anchor with setting tool provided. by the local building code: UL, FM, City of Los Angeles, Metro Dade, California Qa o Anchor is properly expanded when shoulder State Fire Marshal and Cal Trans. :?..-•0`:--.-,;,-..°. of setting tool is flush with top of anchor. APPROVALS /LISTINGS Meets or exceeds U.S. Government G.S.A. Specification FF -S -325 To set anchor below surface: Group VIII, Type 1 Drill hole deeper than anchor length. Thread Underwriters Laboratories bolt into anchor. Hammer anchor into hole Factory Mutual until bolt head is at desired depth. Remove ICC Evaluation Service, Inc. — #ER -1372 (formerly ICBO) bolt and set anchor with setting tool. City of Los Angeles — #RR2748 SBCCI Compliance Report — #9570 California State Fire Marshal Cal Trans • Mult -Set II „Drop -in Anchors Ultimate Shear and Tension Values (Lbs /kN) in Concrete* BOLT ANCHOR MIN. EMBEDMENT ANCHOR TENSION Lbs. (kN) I SHEAR Lbs. (kN) DIA. DIA. DEPTH TYPE f'c = 2000 PSI f'c = 4000 PSI f'c = 6000 PSI f'c >2000 PSI In. (mm) In. (mm) In. (mm) (13.8 MPa) (27.6 MPa) (41.4 MPa) (13.8 MPa) 1/4 (6.4) 3/8 (9.5) 1 (25.4) 1,680 (7 5) 2,360 (10.5) 2,980 (13 3) 1,080 (4.8) 3/8 (9 5) 1/2 (12 7) 1 -5/8 (41.3) RM, RL 2,980 (13.3) 3,800 (16 9) 6,240 (27 8) 3,160 (14.1) or CL- Carbon 1/2 (127) 5/8 (159) 2 (508) or 3,300 (147) 5,840 (260) 8,300 (36.9) 4,580 (20.4) SRM -18 -8 S.S. or • 5/8 (15 9) 7/8 (22.2) 2 -1/2 (63.5) SSRM -316 S S 5.500 (24 5) 8,640 (38.4) 11,020 (49.0) 7,440 (33.1) 3/4 (191) 1 (25.4) 3 -3/16 (81.0) 8,280 (36.8) 9,480 (422) 12,260 (54.5) 10,480 (46.6) l . • Allowable values are based upon a 4 to 1 safety factor Divide by 4 for allowable load values ■ erwRamset /Red Head° 1 -800- 899 -7890 45 11/04 RED HEAD' • • ANCHORING SYSTEMS Submittal Information °' z''''' Multi - Set ll Ultimate Shear and Tension Values (Lbs /kN) in - -:-:)'=',''''''': � � / Drop Anthers r Lightweight Concrete* BOLT ANCHOR MINIMUM ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. DIA. EMBEDMENT TYPE f'c = 3000 PSI (20.7 MPal LIGHTWEIGHT CONCRETE FILL In. (mm) In. (mm) DEPTH f'c = 3000 PSI (20.7 MPa) In. (mm) TENSION 1 SHEAR TENSION SHEAR Lbs. (kN) Lbs. (kN) Lbs. (kN) Lbs. (kN) 3/8 (9.5) 1/2 (12.7) 1 -5/8 (39 7) RM, RI or 3,860 (17 2) 4,420 (19 6) 3,340 (14 9) 4,420 (19 6) 1/2 (12 7) 5/8 (15 9) 2 (50 8) CL- Carbon or 4,080 (18 1) 5,640 (25 1) 3,200 (14 2) 4,940 (22 0) 5/8 (15 9) 7/8 (22 2) 2 -1/2 (63 5) SRM -18 -8 S S or 6,280 (27.9) 10,440 (46.4) 5,960 (26 5) 5,840 (26 0) 3/4 (19.1) 1 (25.4) 3 -3/16 (81 0) 550M -31688 r 11,000 (48.9) 15,780 (70.2) 8,180 (36.4) 9,120 (406) • Allowable values are based upon a 4 to I safety factor Divide by 4 for allowable load values vi Mu S e t ll ` ' , ' Drop{ In Anchors; Recommended Spacing and Edge Distance Requirements* BOLT ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE DISTANCE SPACING MIN. ALLOWABLE SPACING BETWEEN DIA. DIA. DEPTH TYPE REQUIRED TO AT WHICH LOAD FACTOR REQUIRED TO ANCHORS LOAD FACTOR APPLIED In. (mm) In. (mm) In. (mm) OBTAIN MAX. APPLIED =.80 FOR TENSION OBTAIN MAX. =.80 FOR TENSION =.55 FOR SHEAR WORKING LOAD =.70 FOR SHEAR WORKING LOAD In. (mm) In. (mm) In. (mm) In. (mm) 1/4 (6.4) 3/8 (9 5) 1 (25.4) RM, RI or 1 -3/4 (44 5) 7/8 (22 2) 3 -1/2 (88.9) 1 -3/4 (44 5) 3/8 (95) 1i2 (12.7) 1-5/8 (413) CL- Carbon 2 -7/8 (730) 1 -7/16 (36.5) 5 -11/16 (1445) 2 -7/8 (73.0) 1/2 (12 7) 5/8 (15.9) 2 (50 8) Or 3 -1 /2 (88.9) 1 -3/4 (44 5) 7 (177.8) 3 -1/2 (88 9) - 5/8 (15 9) 7/8 (22.2) 2 -1/2 (63 5) SRM -18 -8 5.5. or 4-3/8 (111.1) 2 -3/16 (55.6) 8 -3/4 (222 3) 4 -3/8 (111 1) 3/4 (19.1) 1 (25 4) 3 -3/16 (81.0) SSRM -316 S S 5 -5/9 (142 9) 2 -13/16 (71 4) 11 -3/16 (284 2) 5 -5/8 (142 9) • Spacing and edge distances shall be divided by 0.75 when anchors are placed in structural lightweight concrete Linear interpolation may be used for intermediate spacing and edge distances y h ,' it . r i t ? Multi S e t II = Ultimate Shear and Tension Values (Lbs /kN) for RX -38 ti} • �t i f c i v / T `Drop In Anchors: (3/4" Embedment)* h� SIZE ANCHOR EMBEDMENT 4000PSI (27.6 MPa) CONCRETE HOLLOW CORE In. (mm) DIA. In. (mm) TENSION SHEAR TENSION SHEAR In. (mm) Lbs. (kN) Lbs. (kN) lbs. (kN) I Lbs. (kN) i 3/8 (9.5) 1/2 (12.7) 3/4 (191) 1,987 (88) 2,903 (12.9) 1,908 (8.5) I 2,525 (11 2) • The tabulated values are for 00.30 anchors installed at a minimum of 12 diameters on center and minimum edge distance of 6 diameters for 100 percent anchor erfiaency Spaang and edge distance may oe reduced to 6 diameters spacing and 3 diameter edge distance provided the values are reduced 50 percent. Linear Interpolation may be used for intermediate spaangs and edge margins • Allowable values are based upon a 4 to 1 safety factor. Divide by 4 for allowable load values ... .- :-:::-%°::-*----;::,::-, r 6 multi-set II Anchoring Overhead in 3000 PSI _ • t ° r , Drop In A nchors Lightweight Concrete On Metal Deck Metal o f rise MVOs aA, ANCHOR DRILL HOLE EMBEDMENT 3000PSI (20.7 MPa) CONCRETE DIAMETER In. (mm) ULTIMATE TENSION LOAD ALLOWABLE WORKING LOAD In. (mm) Lbs. (kN) Lbs. (kN) RX -38 Drop -In 1/2 (127) 3/4 (191) Upper flute 1,410 (63) 353 (16) Lower Flute 1,206 15 4) 301 (1 3) ▪ Allowable values are based upon a 4 to I safety factor Divide by 4 for allowable load values Combined Shear and Tension Loading -for Multi -Set Anchors Allowable loads for anchors subjected to combined shear and tension forces are determined by the following equation: (Ps /Pt)'r' + (Vs/Vt )S° <_ 1 • Ps = Applied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load ii Ramset /Red Head' 1 -800- 899 -7890 46 11/04 I Bulletin 117R Q Re ® Model F1 Model F1 Recessed Standard Response Spri nklers 0 The Designer Model Fl Sprinkler , Standard Upright Standard Pendent 4 J Extended Coverage Pendent i = � t t Conventional Vertical Sidewall . Horizontal Sidewall Upright Pendent - HSW 1 Deflector Horizontal Sidewall Extended Coverage `" I 0 t �, :� 5 - EC-6 Deflector The Designer Model F1 Recessed Sprinkler , Recessed Pendent' " �` Recessed Extended Coverage Pendent ~ Recessed Extended Coverage Horizontal Sidewal Vertical Sidewall Conventional Approval Organizations 1. Underwriters Laboratories Inc.`' , x 2. Underwriters' Laboratories of Canada f� t= .t,- Y f / ' 3. Factory Mutual Research Corp. . �- _` ` , 4. Loss Prevention Council -: ""' 5. NYC BS &A No. 587 -75 -SA Horizontal Sidewall Recessed Pendent 6. Pleniere Assemblee 7 Verband der Schadenversicherer I 8. NYC MEA 258 -93 -E ""' , , "" UL Listing Category t , , �` 0 Sprinklers, Automatic & Open (VNIV) I �`" Product Description Extended Coverage Recessed Extended The Fl Glass Bulb Sprinkler combines the durability of a Horizontal Sidewall Coverage Horizontal standard sprinkler with the attractive low profile of a decora- Sidewall five sprinkler. Whether installed on exposed piping or in an l office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive - t { . {° appearance when ceiling piping cannot be used. { ` " 1 I) Beautifully versatile is the description for the Reliable • _ � x Model Fl Recessed Designer glass bulb sprinkler. Re- ';__.- cessing The Designer enhances its already low profile dec- orative appearance, and facilitates a rapid and perfect Extended Coverage Recessed Extended installation. Pendent Coverage Pendent Model Fl Recessed Designer's escutcheon is highly ad- At normal temperatures, the glass bulb contains the fluid in justable. The two piece construction makes field installation a both the liquid phase and in the vapor phase. The vapor very easy and rapid task. This also allows ceiling panels to phase can be seen as a small bubble. As heat is applied, the later be removed without shutting down the fire protection liquid expands forcing the bubble smaller and smaller as the system, thus facilitating maintenance of above ceiling ser- liquid pressure increases Continued heating forces the liq- vices uid to push out against the bulb, causing the glass to shatter, The Designer Automatic Sprinkler utilizes a frangible opening the waterway and allowing the deflector to distribute - glass bulb. The glass bulb consists of an accurately con- the discharging water. trolled amount of special fluid hermetically sealed inside of a The Fl Sprinkler temperature rating is identified by the precisely manufactured glass capsule. This glass bulb is color of the glass bulb capsule as well as frame color where specially constructed to provide fast thermal response applicable. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 • Model Fl Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench ,,, , _ '',µti j . .1 �', a Ir 1 ' : 101 . ,. jca d y Upright Pendent Conventional Upright (2) Installation Data: Nominal Sprinkler Nominal Thread Sprinkler Approval Identification Orifice Size K Factor Height Organization Numbers (SIN) US Metric I Upright I Pendent Standard- Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position /" (15mm) I 1/2" NPT (R1/2) 5.6 I 80 I 2.2" (56mm) 1,2,3,4,5,6,7 R1725 R1715 "%2" (20mm) ' /d' NPT (R' /a) (') 8 0 115 I 2 3" (58mm) 1,2,3,4,7,8 R1722 R1712 • 1/2" (15mm) /2" NPT (R1/2) 5 6 80 2.2" (56mm) 7 I R1795 R1705 '732 (20mm) 3 4" NPT (R4) I 8.0 115 2.3" (58mm) 7 R1792 R1702 Xs" (11mm) h" NPT (R1/2) (2) 4 2 60 I 2 54" (65mm) 1,2,8 R1723 R1713 3A (10mm) 1/2" NPT (R1/2) (2)(3) 2 8 40 2 54" (65mm) 1,2,8 R1721 R1711 10mm XLH I R % I 4.2 60 56.1mm 4,6,7 I R1724 I R1714 Conventional - Install in Upright or Pendent Position 10mm XLH R % 4,2 60 I 56 1mm R1774 15mm 1/2" NPT (R1/2) 5.6 80 56 1mm 4,6,7 R1775 1 20mm I 3/4" NPT (R3/4) 8.0 115 58 1mm 4,7 R1772 (') LPC Approval up 286 °F (141 °C) (2) Small Orifice identified by a pintle extending beyond the deflector. (3) FM Approval for SSU only, up to 200 °F (93 °C) (4) VdS Approval for Intermediate Response 155 °F (68 °C) only. 2. Model Fl Recessed Pendent Sprinkler Installation Wrench: Model RC1 Sprinkler Wrench 1 1/ ' ntltC Da t . (5> l 1 15/16' DN. (.sal � wae r - -� Y. 1 A ���_ TURN COWR —11 fZS,ww Y t77 7 W er It LEN t *MC. ( t o 4 _' -7,777 `-_ -_ �( ; kid liii [ Fl Recessed to 1 //8.-t I (^^I ,• 4 Il7FDDIA [nh Z D44. (2) When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal Sprinkler Nominal Thread K Factor Sprinkler Approval Orifice Size Height Organizations Identification US Metric Numbers (SIN) Y," (15mm) ," NPT (R Y,) 5.6 80 2 2" (56mm) I 1,2,3 R1715 I ''/,," (20mm) y," NPT (R?;) 8 0 115 2.3" (58mm) 1,2,3 R1712 ;" (15mm) Y," NPT (RY,,) I 5 6 80 2 2" (56mm) 7 R1705 I '?!;' (20mm) Y;" NPT (RY,) I 8.0 I 115 2 3" (58mm) 7 I R1702 %' (11mm) (2) ," NPT (RY2) 4 2 60 I 2 54" (65mm) 1,2,8 I R1713 ," (10mm) (2) ," NPT (R' /z) 2.8 40 I 2 54" (65mm) 1,2,8 R1711 10mm R q 4 2 60 I 56 1mm 4 R1714 (') FM Approval • Light Hazard - No Limitations • Ordinary Hazard - Groups 1 & 2, Wet Systems only (2) Identified by a pintle extending beyond the deflector (3) LPC Approval is XLH, OH! and OH[' Occupancies only, 57 °C through 93 °C ratings. (4) VdS Approval for Intermediate Response 155 °F (68 °C) only. 3. Model Fl Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent �''�' Approval Type: Light Hazard Occupancy' g= , Vertical Sidewall U.S. Patent No. 6,374,9201 Installation Data: Nominal Thread Nominal Sprinkler Approval Sprinkler 1 1 K Factor p pp Identification Orifice Size Height Organizations US Metric Numbers (SIN) Z" (15mm) I 2" NPT (R /) 5.6 I 80 I 2.2" (56.1mm) 1 1 6 . R1785 ") LPC Approval is pendent only, 57 °C through 93 °C ratings Sprinkler Deflector to Type Ceiling Distance (Min. - Max.) I Upright 4 "(102mm) - 121305mm) j Pendent 4 "(102mm) - 12 "(305mm) Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench ,644444 °"" `� R '' 1� r r a'f t, {;r t '':''1 >4� a- j ' Horizontal Sidewall Installation Data: 1 Nominal i i Nominal Thread K Factor Sprinkler Approval Organizations Sprinkler Identification 1 Orifice Size Length Light Ordinary Numbers (SIN) { US Metric Hazard Hazard v2" ( 15mm) /z" NPT (R' /2) 5 6 80 2 63" (67mm) 1,2,3,5 1,2,5 R1735 , Note. UL and ULC Listing permits use with Fl escutcheons, light hazard only 4. Model Fl Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench `4, ? Approval Type: Extended Coverage — Light Hazard Occupancy Installation Data: i , Nominal Thread Nominal Sprinkler Approval Temperature I Sprinkler -_ K Factor p Rating Identification '`' ` ' Orifice Size US Metric, Height Organizations °F I oC Numbers (SIN) 17 /„" (20mm) 7," NPT (R 1 8 0 115 2 2" (56mm) I 1,2,8 135, 1551 57, 68 R1742 Extended Coverage r" (15mm) Y," NPT (R1/2) 5 6 80 2 2" (56mm) 1,2,8 135; 155 57, 68 1 R1745 Pendent COVERAGE AREA Pressure Flow Rate Nominal Max. Area Width x Length K =8.0 (115) K =5.6 (80) gpm Umin psi bar psi bar ft. x ft. m x m 26 98.4 106 0,7 21.6 1,5 16x 16 49x49 33 125 0 17.0 1,2 34.7 2,4 18 x 18 5 5 x 5 5 40 1514 25.0 1,7 51.0 3,5 20 x 20 6.0x60 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model RC1 Sprinkler Wrench — Or ROLE Approval Type: Extended Coverage — Light Hazard Occupancy 1577mmJ . — 1 17/16' 744 (49.2mmJ r .c=_ Ord r•r J /''afarccr+ 4 7 I (25Amm r ImmJ TURN COLLAR I I r' r y ,• REDUCED 1,112 UGH! t 1 . 1 12 7,',,', . GUN5I SAR.RRLER MREIK7 8035 1-) i 1: t r L_ �-- J 1 1 1 I F/,,,,,7 !, J/�' 1 lausrw[vr r' �' f5/111. ;. (.9 .m.,,J _ [218,,,n1 -r L _ 1 ( jr1i r 7 Extended Coverage A (P Inu^J Recessed r 17EG62A 2 27/32 DAL (72 2mmj "' When installed directly into a tee, the escutcheon dimension's adjustment will be reduced Installation Data: Nominal Temperature Sprinkler Nominal Thread K Factor Sprinkler Approval Rating Identification Orifice Size Height Organizations US Metric o o Numbers F C (SIN); l " /," (20mm) NPT (R I 8 0 115 2 2" (56mm) 1,2,8 135; 155 57, 68 R1742 7," (15mm) Y," NPT (R1/2) 5 6 80 2 2" (56mm) I 1,2,8 1 135, 155 57, 68 R1745 COVERAGE AREA Pressure Flow Rate Nominal Max. Area Width x Length K =8.0 (115) K =5.6 (80) , gpm I Umin I psi bar psi bar ft. x ft. I m x m 26 I 98.4 106 1 0,7 I 21.6 1,5 16x 16 1 49x49 ' 33 I 1250 170 I 1,2 34.7 2,4 18x18 55x55 1 40 , 1514 250 I 1,7 � 510 3,5 20x20 I 60x60 I 5. Model Fl Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -6 Glass Bulb: 3mm 155 °F (68 °C) Standard, Unless 5mm 135 °F (57 °C) is Specified Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy Extended Coverage Horizontal Sidewall Installation Data: Nominal Thread K Factor I Sprinkler Approval Temperature S rinkler Rating Identification Orifice Size US Metric Height Organizations °F °C Numbers (SIN) % %2" (20mm) ;" NPT (R 8.0 115 3 2 75" (70mm) 1,2,g 135 (5mm bulb) 57 R1762 155 (3mm bulb) 68 COVERAGE AREA Max. Area Deflector to Flow Rate Pressure Width x Length Ceiling Dimensions (Min. - Max.) gpm IJmin psi bar ft. x ft. m x m 36 136 3 20.3 1,4 16 x 22 4.9 x 6 7 4 "(102mm) - 6 "(152mm) 39 147 6 23.8 I 1,6 16 x 24 4 9 x 7 3 4 "(102mm) - 6 "(152mm) 6. Model Fl Recessed Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -6 Glass Bulb: 3mm 155 °F (68 °C) Only . Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage — Light Hazard Occupancy l � 1 7/+ 6• - — -- -1 /e• (A2mm( (27 emm �` ( +eIsmm o d .mm) \i y�,�. r✓m sRarrrc cocuR ,vv y .rte ✓NIC ZER RENCI + - r spRmr(ER KRENCN Y r � ` Div I - {,�-.. 2055 } � ' •t : L I 5 /I f e OA _ _ I� 7 27/72 au 1 It (nsmmJ Recessed Extended Coverage 1 Horizontal Sidewall L ike 110. ,. YEN0E7 f, " OM (572mm( (lO.Imm 7 rI) I 5 /• .wusrucnr (19 Imr.J ( "When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Temperature Sprinkler Nominal Thread K Factor Sprinkler Approval Rating Identification l Orifice Size US Metric Height Organizations I , F 'C Numbers (SIN) I 1 % 34 z " (20mm) " NPT (R 8 0 115 3 1 2.75" (70mm) 1,2,8 155 68 R1762 I COVERAGE AREA Max. Area I Deflector to Ceiling Flow Rate Pressure Width x Length Dimensions (Min. - Max.) gpm L/min psi bar ft. x ft. m x m 36 136 3 20 3 1,4 16 x 22 4.9 x 6 7 1 4'(102mm) - 6'(152mm) 39 147 6 23.8 1,6 16 x 24 4 9 x 7 3 4'(102mm) - 6 "(152mm) 7. • Model Fl & Fl Recessed Sprinklers Maintenance Application The Models Fl and Fl Recessed Sprinklers should Model Fl and Fl Recessed sprinklers are used in fixed be inspected quarterly and the sprinkler system main- fire protection systems: Wet, Dry, Deluge or Preaction. tained in accordance with NFPA 25. Do not clean sprin Care must exercised that the orifice size, temperature rat- klers with soap and water, ammonia or any other ing, deflector style and sprinkler type are in accordance cleaning fluid. Remove any sprinkler which has been with the latest published standards of the National Fire Pro- painted (other than factory applied) or damaged in any • tection Association or the approving Authority Having way. A stock of spare sprinklers should be maintained Jurisdiction. to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be Installation maintained in the original cartons and packaging until Model Fl sprinklers are standard response sprinklers in- used to minimize the potential for damage to sprinklers tended for installation as specified in NFPA 13. They must that would cause improper operation or non - operation. also be installed with the Model D Sprinkler Wrench specifi- cally designed by Reliable for use with these sprinklers. The Model F1 Recessed Sprinklers are to be installed Temperature Ratings with a maximum recess of 3 /4 inch (19mm). The Model Fl Sprinkler Maximum Ambient I Escutcheon illustrated is the only recessed escutcheon to Classification Temperature Temperature Bulb be used with the Model Fl Pendent and EC Sprinklers. The °F °c °F °c Color use of any other recessed escutcheon will void all approv- Ordinary 135 57 100 38 Orange als and negate all warranties. When installing Model F1 Re- ' Ordinary 155 68 100 38 Red cessed Pendent, EC Pendent, and EC HSW Sprinklers, use Intermediate 175 79 150 66 Yellow the Model GFR1 Sprinkler Wrench. Any other type of Intermediate 200 93 150 66 Green wrench may damage these sprinklers. High (1) 286 141 225 107 Blue Y g p Extra High 360 182 300 149 Mauve Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PRO- Not Available For Fl Recessed TECTION ONLY AFTER THE SYSTEM HAS BEEN HYDRO- Patents: U.S. Patent No. 6,374,920 STATICALLY TESTED AND, WHEN APPLICABLE, THE Applies to Model Fl Vertical Sidewall Sprinklers. ESCUTCHEONS HAVE BEEN INSTALLED. RASCO • wrenches are designed to install sprinklers when covers Finishes (1) are in place , Standard Finishes' Sprinkler Escutcheon Bronze Brass Chrome Chrome Ordering Information White Polyester Coated`" , White Painted Specify: Special Application Finishes 1. Sprinkler Model Sprinkler Escutcheon 2. Sprinkler Type Bright Brass'''''' Bright Brass 3 Orifice Size Black Plated ` Black Plated Black Paint N Black Paint 4. Deflector Type Off White "" e1 Off White 5. Temperature Rating: Satin Chrome Satin Chrome P 9 Lead Plated l ''' Specify Bulb Size when ordering Wax Coated w 51 Wax Over Lead 11J Model F1 EC HSW Sprinkler. 6 Sprinkler Finish ''' Other colors and finishes are available on special order p Consult factory for details 7. Escutcheon Finish (where applicable) "' 200 °F (93 °C) maximum '' UL and ULC Listed, and NYC Approved Only '' 155 °F to 200 °F (68 °C to 93 °C) ratings only Si j 286 °F (141 °C) Sprinklers may be coated for ambient conditions not exceeding 150 °F (66 °C) °' LPC approved for 10mm and 15mm sprinklers only The equipment presented in this bulletins to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicaole Products manutactured and distributed by Reliable have been protecting life and property for over 80 years, ana are installed and serviced oy the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries ' Manufactured by The Reliable Automatic Sprinkler Co., Inc. R °° e° Rel iable (800) 431-1588 Sales Offices ® �3°° (800) 848 Sales Fax Revision lines indicate updated or new data (914) 668 -3470 Corporate Offices www rehablesprinkler com Internet Address EG printed in USA 12/03 P/N 9999970011 Bulletin 110 Rev S ® Model G Reliable co Automatic Sprinklers Spray Upright, Spray Pendent 1 o And Conventional CD 0) Product Description The Reliable Model G Automatic Sprinkler utilizes the center strut solder in compression principle of . ' , construction. The fusible alloy is captured in the 7 -.--- cylinder of the solder capsule by a stainless steel ball. -a% c When the fusible alloy melts, the ball moves into the , it' ;! T cylinder allowing the cylinder to fall away from the ` r `7 ■I {� 1' sprinkler. When this happens, the lever is released to L"N I � spring free from the sprinkler so that all of the operating • -, tra•cJ ;17 parts clear from the waterway allowing the deflector to distribute the discharging water. Except for the parts in the cylinder as mentioned above, the sprinkler components are made from Upright Pendent copper based alloys for maximum corrosion protection. Lead plated, wax coated or wax over lead plated sprinklers are available for specially severe - . environments. Chrome plated sprinklers are available f I for decorative purposes. ;�� li� All sprinklers are individually hydrostatically tested. 4•i, 'rr,� All sprinklers are identified as to their fusing point by 'F;' ,:--" • markings that appear on several of the operating parts , ` t and by an identifying color that appears on the frame. .' _ Sprinkler Types _ � , Standard Upright - This deflector configuration is Small Orifice Upright Conventional normally used with exposed piping installations. Water is distributed laterally and downward in a wide pattern approximating a hemisphere which is completely and uniformly filled with water in the form of small drops or spray. Standard Pendent - This deflector configuration is Application and Installation normally used where the space above the piping is Standard sprinklers are used in fixed fire protection I limited or where a concealed piping installation is systems: Wet, Dry, Deluge or Preaction. Care must be employed. The discharge characteristics of the exercised that the orifice sizes, temperature ratings, standard pendent are virtually identical to the deflector styles and sprinkler spacings are in standard upright as described above. accordance with the latest published standards of the National Fire Protection Association or the approving Large and Small Orifice varying the orifice size, authority having jurisdiction. a large or small orifice sprinkler is created that will The sprinklers must be installed with the Reliable distribute as much as 40% more water or 65% less Model D Sprinkler Wrench. Any other type of wrench water than the normal' /2" (15mm) orifice sprinkler. may damage the sprinkler. The approvals or listings of Reliable Automatic Conventional — This deflector configuration is used Sprinklers by major approving organizations are primarily in those countries where the LPC installation shown in the tabulated list provided on the back of this • rules have precedence. The sprinkler is designed to bulletin. distribute a portion of its water discharge upward against the ceiling with the balance downward. It may be installed in either the upright or the pendent position. Sprinklers with conventional deflectors are available with orifice sizes corresponding to light, *Patent No 4,440,234 ordinary and extra -high hazard installations. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 Technical Data "K" Factor Sprinkler Identification Sprinkler Number (SIN) Sprinkler Type US Metric Height Approvals SSU SSP Standard - Upright (SSU) and Pendent (SSP) I Deflectors Marked to Indicate Position 2" (15 mm) Standard Orifice with 2" NPT (R /) Thread 5 62 81 0 2 e" (73 mm) 1, 2, 3, 4, 5, 6, 7 R1025 R1015 6" (11 mm) Small Orifice with 2" NPT (R/ Thread 4 24 61 0 2 X" (73 mm) 1, 3, 7 R1023 R1013 X" (10 mm) Small Orifice with /2" NPT (R /) Thread 2 82 40 6 2 X" (73 mm) 1, 2, 3, 7 R1021 R1011 s;fi' (8 mm) Small Orifice with 2" NPT (R /) Thread 1 98 28 5 2 %° (73 mm) 1, 3, 7 R1022 R1012 ''/Z' (20 mm) Large Orifice with 2" NPT (R/ Thread 7 96 114 7 2 %" (73 mm) 1, 2, 3, 7 R1026 R1016 '? (20 mm) Large Orifice with 3v" NPT (R3;)Thread 8.20 118 2 2 (75 mm) 1, 2, 3, 7 R1027 R1017 20 mm XHH with 20 mm Thread 8 20 118 2 75 4 mm 4, 5, 6 R1027 R1017 10 mm XLH with 10 mm Thread 4 10 59 1 73 mm 4, 5, 6 R1024 R1014 Conventional— Installed in Upright or Pendent Position 10mm XLH with 10mm Thread 4 10 59 1 73 mm 5 R1074 15mm Standard Orifice with (R/ Thread 5 62 81 0 73 mm 4, 5, 6 R1075 20mm XHH with (R3;) Thread 8 20 118 2 , 75 4 mm 4, 5 R1077 Temperature Ratings Maintenance Maximum Model G Sprinklers should be inspected quarterly and the Sprinkler Ambient sprinkler system maintained in accordance with NFPA 25. Do Rating Temperature Frame (1) not clean sprinklers with soap and water, ammonia or any other Classification °F °C °F °C Color cleaning fluids. Remove any sprinkler that has been painted Ordinary 135 57 100 38 Black (other than factory applied) or damaged in any way. A stock of Ordinary 165 74 100 38 Uncolored spare spnnklers should be maintained to allow quick replace - Intermediate 212 100 150 66 White ment of damaged or operated sprinklers. Pnor to installation, High 286 141 225 107 Blue sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to 111 Frame color does not apply to painted or plated sprinklers sprinklers that would cause improper operation or -Use sprinkler rating as identified on operating parts non - operation. Use only the Model D Sprinkler Wrench for sprinkler removal and installation Any other type of wrench may damage the sprinkler Finishes Standard Finishes Approval Organizations Bronze —All Temperature Ratings 1 Underwriters Laboratories, Inc Chrorr�g —All Temperature Ratings 2. Factory Mutual Research Corporation 1 White —All Temperature Ratings 3 Underwriters' Laboratories of Canada Onl Frame and Deflector are Painted 4 Loss Prevention Council S•ecial A. •lication Finishes 5. Pleniere Assemblee Bright Brass Plated —Only frame, deflector and cap are plated 135 °F (57 °C), 165 °F 6. BS&A No. 58 E --77 g (74 °C N Y. 7. N (74°C), 212 °F (100 °C) Temp Rating N.Y.C. MEA C MEA 258 - 58- 93 - 3- 5 —SA or 258-93-E Black Plated —Only frame, deflector and cap are plated All Temp Ratings Polyester Coated (2) —Only frame and deflector are coated Lead Plated —165 °F (74 °C), 212 °F (100 °C) and 286 °F (141 °C) Temp Ratings Ordering Information Wax- Coated (3) —165 °F (74 °C) Clear Wax, 212 °F (100 °C) Brown Wax Specify Wax- Coated Over 1 Model G Lead Plated (3) —165 °F (74 °C) Clear Wax, 212 °F (100 °C) Brown Wax. 2. Deflector • Upright (I) Other colors and finishes are available Consult factory for details • Pendent 121 UL listed and NYC MEA Approved only • Conventional 131 212 °F (100 °C) brown wax may be used on 286 °F (141 °C) 3 Nominal Orifice sprinklers when maximum ambient temperatures do not exceed 150 °F 4 Inlet Thread (66 °C) UL Listed, FM Approved, NYC MEA 258 -93 -E 5 Temperature Rating 6 Finish The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Researcn Corporation or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most nighty qualified ana reputable sprinkler contractors located throughout the united States. Canada and foreign countries Manufactured by The Reliable Automatic Sprinkler Co., Inc. R e';abid (800 -1588 Sales Offices ® Q "�`� (800 848 -6051 Sales Fax Paper (914) 668 -3470 Corporate Offices Revision lines indicate undated or new aata ww.vreiiabiesprinkiercom Internet Address EG P�ntec inUSA 11,41 P/N 99999700t5 � II1Mr o 7ore* - a y5 / 257.5 Ca.4r J ' - X30 DELTA gaingazargagarsomata 9 ' FIRE PROTECTION CONTRACTORS. U795 It 72nd, PORIL1N0, OR 97224 (303) 620 -4 20 )1'l12 DELTA FIRE, INC. 14795 SW 72nd Ave. Portland, OR 97224 503 620 -4020 Job Name : Hemcon- Mezzanine Building : Location : 10575 SW Cascade Ave System : 1 Contract : 06 -3403 Data File : HemconMa.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 If DELTA FIRE, INC. Page 1 Hemcon - Mezzanine Date 060106 Hydraulic Design Information Sheet . Name - Hemcon-R & D Date - 6 -1 -2006 Location - 10575 SW Cascade Ave Building - System No. - 1 . Contractor - Evergreen Engineering Contract No. - 06 -3403 Calculated By - Matt Lally Drawing No. - FP -1 Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - 9 -10 Occupancy - Ordinary Hazard II S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NEPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E — M Area of Sprinkler Operation - 633 System Type Sprinkler /Nozzle Density - .20 (X) Wet Make Reliable D Area Per Sprinkler - 100 ( ) Dry Model F -1 E Elevation at Highest Outlet - 9' -10" ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K- Factor 5.62 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 184.053 Press Required -36.082/ Summary C- Factor Used: 120 Overhead 1 - W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 78 @ Press - R Residual Press - 62 Elev. - Well Flow - 1874 Proof Flow S Elevation - 0 P Location - SW Cascade Ave P L Source of Information - Tualatin Valley Water Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized % Rack M — ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G — E Horizontal Barriers Provided: • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) , DELTA FIRE, INC. Page 2 - Hemcon- Mezzanine Date 060106 City Water Supply: C1 - Static Pressure : 103 C2 - Residual Pressure: 95 C2 - Residual Flow : 1089 150 - - - D1 - Elevation : 4.259 140 D2 - System Flow : 184.053 D2 - System Pressure : 36.082 130 Hose (Adj City) Hose ( Demand ) • P 120 D3 - System Demand : 184.053 R 110 C1 Safety Margin : 66.620 E 100 _ C2 S 90 S 80 U 70 R 60 E 50 40 D3 30 20 10 n�..... . . . , . . . . . 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N ^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary • DELTA FIRE, INC. Page 3 Hemcon- Mezzanine Date 060106 Fitting Legend Abbrev. Name '/7 3 /4 1 1 1% 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B Genenc Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD DELTA FIRE, INC. Page 4 Hemcon- Mezzanine Date 060106 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual _ Actual _ _ _ RecL_ D001 11 0 5.62 12.66 na 20 0 2000 100.00 7 000 85 9.833 K = K @ EQ01 13 99 na 20.7 • 84 9.833 K = K @ EQ01 13.8 na 20 56 83 9.833 K = K @ EQ01 13.76 na 20.53 82 9 833 K = K @ EQ01 13 31 na 20.19 81 9.833 K = K @ EQ01 13 85 na 20.6 78 9.833 K = K © EQ01 13.83 na 20.59 79 9.833 14.63 na 80 9.833 14.8 na 75 9.833 K = K @ EQ01 13 67 na 20.47 76 9.833 14.51 na 77 9 833 14.65 na 72 9 833 K = K @ EQ01 13 59 na 20.41 73 9 833 14.43 na 74 9.833 14 54 na 68 9.833 K = K @ EQ01 13.05 na 20.0 69 9.833 14.25 na 70 9.833 14.33 na 71 9.833 14.91 na 66 19.0 14 08 na 67 19 0 13.53 na 60 19.0 13.24 na 60A 9.833 16.21 na 61 9.833 15.58 na 62 9.833 15 5 na 63 9.833 15.49 na . 64 9 833 16.45 na 65 19.0 12.49 na 59 19.0 14 67 na 58 19.0 14.66 na ' 57 19 0 14.65 na 52 19.0 14.64 na 53 11.0 18.14 na 54 11.0 18.15 na 55 19.0 14 75 na 56 19.0 14.76 na 47 19.0 14.62 na 48 11.0 18.13 na 49 11.0 18.14 na 50 19.0 14.75 na 51 19 0 14.76 na 42 19.0 14.59 na 43 11.0 18.11 na 44 11.0 18.12 na 45 19.0 14.73 na 46 19.0 14.75 na 37 19.0 14.55 na 38 11.0 18.08 na 39 11 0 18.1 na 40 19.0 14.73 na 41 19.0 14.75 na 32 19 0 14.49 na 33 11.0 1804 na 34 11 0 18.06 na 35 19.0 14.73 na 36 19.0 14.75 na ' 29 19.0 14.34 na 29A 11 0 17 97 na 30 19.0 14.74 na .31 19.0 14.77 na 28 19.0 14.24 na 27 19.0 14.09 na Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flbw Summary - Standard DELTA FIRE, INC. Page 5 Hemcon - Mezzanine Date 060106 Node Elevation K -Fact Pt Pn Flow Density Area Press No. - - - - - Actual - -- Actual Req. • I 26 19.0 13.88 na 1 25 19.0 13.58 na 24 19.0 13 23 na 23 19.0 13.18 na 1 19.0 14.67 na 21 19.0 13.48 na 22 19.0 13.04 na 2 19.0 14.78 na 3 19.0 14.78 na 4 19.0 14 78 na 5 19.0 14.78 na 6 19 0 14.79 na 7 19 0 14 8 na 8 19.0 14 81 na 9 19.0 14.82 na 10 19 0 14.84 na 11 19 0 14.89 na 12 19 0 14 93 na 13 19.0 14.98 na 14 19.0 15.06 na 15 19.0 15.16 na 16 19.0 15 3 na 17 19.0 15.52 na 18 19.0 15 82 na 19 0.0 31.15 na 20 0.0 32.73 na . TEST 0 0 36.08 na The maximum velocity is 8.78 and it occurs in the pipe between nodes 71 and 65 • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 6 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn D001 20.00 1.049 1E 2.0 1.000 12.664 K Factor = 5.62 to 120 0.0 2.000 0.0 EQ01 20.0 0.1303 0.0 3.000 0.391 Vel = 7.42 0.0 20.00 13.055 K Factor = 5.54 85 20.70 1.049 1T 5.0 0.830 13.987 K Factor @ node EQ01 to 120 0.0 5.000 0.0 80 20.7 0.1386 0.0 5.830 0.808 Vel = 7.68 0.0 20.70 14.795 K Factor = 5.38 84 20.56 1.049 1T 5.0 1.160 13.802 K Factor © node EQ01 to 120 0.0 5.000 0.0 77 20.56 0.1370 0.0 6.160 0.844 Vel = 7.63 0.0 20.56 14.646 K Factor = 5.37 83 20.53 1.049 1T 5.0 0.750 13.756 K Factor @ node EQ01 to 120 0.0 5.000 0.0 74 20.53 0.1365 0.0 5.750 0.785 Vel = 7.62 0.0 20.53 14.541 K Factor = 5.38 - 82 20.19 1.049 1T 5.0 2.660 13.310 K Factor @ node EQ01 to 120 0.0 5.000 0.0 70 20.19 0.1325 0.0 7.660 1.015 Vel = 7.50 0.0 20.19 14.325 K Factor = 5.33 81 20.60 1.049 1T 5.0 2.660 13.854 K Factor @ node EQ01 to 120 0.0 5.000 0.0 71 20.6 0.1375 0.0 7.660 1.053 Vel = 7.65 0.0 20.60 14 907 K Factor = 5 34 78 20.59 1.049 1T 5.0 0.830 13.830 K Factor @ node EQ01 to 120 0.0 5.000 0.0 79 20.59 0.137 0.0 5.830 0.800 Vel = 7.64 79 0.0 1.7 8 0.0 12.000 14.630 to 120 0.0 0.0 0.0 80 20.59 0.0138 0.0 12.000 0.165 Vel = 2.97 80 20.70 . • • 2 1T 9.9 5.830 14.795 to 120 0.0 9 900 0.0 61 41.29 0.0499 0.0 15.730 0.785 Vel = 5.96 0.0 • _ 41.29 _ -.. 8 _ K Factor = 10.46 _ �9 75 20.47 1.049 1T 5.0 1.160 / 3 K Factor @ • • - EQ01 c' to 1 1 0.0 5.000 0.0 76 _ 20.4 - e. 59, 0.0 6.160 _ _ 1.837 _ ye _ _ • _ 76 0.0 0.0 10.200 14.508 to� 0 0 0.0 0.0 (--- 77 20.47 0.0135 0.0 10.200 0.138 Vel = 2.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Standard DELTA FIRE, INC. Page 7 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 77 20.56 1.682 1T 9.9 7.330 14.646 to 120 0 0 9.900 0.0 62 41.03 0.0493 0.0 17.230 0.850 Vel = 5.92 0.0 41.03 - - - -- 15.496 - - K Factor = 10.42 72 20.41 1.049 1T 5.0 1.200 13.593 K Factor @ node EQ01 to 120 0.0 5.000 0.0 73 20.41 0.1352 0.0 6.200 0.838 Vel = 7.58 73 0.0 1.682 0.0 8.120 14.431 to 120 0.0 0.0 0.0 74 20 41 0.0135 0.0 8.120 0.110 Vel = 2.95 74 20.53 1.682 1T 9.9 9.370 14.541 to 120 0.0 9.900 0.0 63 40.94 0.0491 0.0 19.270 0.947 Vel = 5.91 0.0 40.94 15.488 K Factor = 10.40 68 20.00 1.049 1T 5.0 4.160 13.055 K Factor @ node EQ01 to 120 0.0 5.000 0.0 69 20.0 0.1301 0.0 9.160 1.192 Vel = 7.42 69 0.0 1.682 0.0 6.000 14.247 to 120 0.0 0.0 0.0 70 20.0 0.0130 0.0 6.000 0.078 Vel = 2.89 70 20.19 1.682 0.0 12.250 14.325 to 120 0.0 0.0 0.0 71 40.19 0.0475 0.0 12.250 0.582 Vel = 5 80 71 20 61 1.682 1T 9.9 5.290 14.907 to 120 0.0 9.900 -3.970 65 60.8 0.1021 0.0 15.190 1.551 Vel = 8.78 0.0 60.80 12.488 K Factor = 17.21 66 -11.62 1.61 2E 8.0 77.500 14.084 to 120 1T 8.0 16.000 0.0 67 -11.62 - 0.0059 0.0 93.500 -0.554 Vel = 1.83 67 0.0 1.61 1T 8.0 1.000 13.530 to 120 0.0 8.000 0.0 21 -11.62 - 0.0059 0.0 9.000 -0.053 Vel = 1.83 0.0 -11.62 13.477 K Factor = -3 17 60 -99.16 2.635 2E 16.474 2.417 13.239 to 120 1T 16.474 32.948 3.970 60A -99.16 - 0.0284 0.0 35.365 -1.003 Vel = 5.83 60A 0.0 2.635 1E 8.237 13.833 16.206 to 120 0.0 8.237 0.0 • 61 -99.16 -0.0284 0.0 22.070 -0 626 Vel = 5.83 61 41.29 2.635 0.0 8.000 15.580 to 120 0.0 0.0 0.0 62 -57.87 - 0.0105 0.0 8.000 -0.084 Vel = 3.40 62 41.03 2.635 0.0 8 500 15.496 to 120 0.0 0.0 0.0 63 -16.84 - 0.0009 0.0 8.500 -0.008 Vel = 0.99 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 8 Hemcon- Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 63 40.94 1.097 0.0 6.500 15.488 to 120 0.0 0.0 0 0 64 24.1 0.1477 0.0 6.500 0.960 Vel = 8.18 64 0.0 2.635 0.0 5.000 16.448 to 120 0.0 0.0 -3.970 65 24.1 0.0020 0.0 5.000 0.010 Vel = 1.42 65 60.79 2.635 2E 16.474 9.410 12.488 to 120 0.0 16.474 0.0 22 84.89 0.0212 0.0 25.884 0 550 Vel = 4.99 0.0 84.89 13.038 K Factor = 23.51 59 4.35 1.61 2T 16.0 101.830 14.665 to 120 0.0 16.000 0.0 3 4.35 0.0010 0.0 117.830 0.113 Vel = 0.69 0.0 4.35 14.778 K Factor = 1.13 58 4.46 1 _ 61 2T 16.0 101.830 14.661 _ to 120 0.0 16.000 0.0 4 4.46 0.0010 0.0 117.830 0.119 Vel = 0.70 0.0 4.46 14.780 K Factor = 1.16 57 4.68 1.61 2T 16.0 101.830 14 653 to 120 0.0 16.000 0.0 5 4.68 0.0011 0.0 117.830 0.130 Vel = 0.74 0.0 4.68 14.783 K Factor = 1.22 52 3.83 1.61 2E 8.0 27.450 14.639 to 120 1T 8.0 16.000 3.465 53 3.83 0.0008 0.0 43.450 0.033 Vel = 0.60 53 0.0 1.61 1E 4.0 9.000 18.137 to 120 0.0 4.000 0.0 54 3.83 0.0007 0.0 13.000 0.009 Vel = 0.60 54 0.0 1.61 3E 12.0 63.580 18.146 to 120 2T 16.0 28.000 -3.465 55 3.83 0.0008 0.0 91.580 0.070 Vel = 0.60 55 0.0 1.61 1E 4.0 9.000 14.751 to 120 0.0 4.000 0.0 56 3.83 0.0008 0.0 13.000 0.010 Vel = 0.60 56 0.0 1.61 1E 4.0 23.250 14.761 to 120 1T 8.0 12.000 0.0 • 6 3.83 0.0008 0.0 35.250 0.027 Vel = 0 60 0.0 3.83 14.788 K Factor = 1.00 ' 47 4 27 1.61 3E 12.0 29.250 14.618 to 120 1T 8.0 20.000 3.465 48 4 27 0.0009 0.0 49 250 0.045 Vel = 0.67 48 0.0 1.61 1E 4.0 9.000 18.128 to 120 0.0 4.000 0.0 49 4.27 0.0009 0.0 13.000 0.012 Vel = 0 67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Standard DELTA FIRE, INC. Page 9 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 49 0.0 1.61 4E 16.0 54.790 18.140 to 120 1T 8.0 24.000 -3.465 50 4.27 0.0009 0.0 78.790 0.074 Vel = 0.67 50 0.0 1.61 1 E 4.0 9.000 14.749 to 120 0.0 4.000 0.0 51 4.27 0.0009 0.0 13.000 0.012 Vel = 0.67 51 0.0 1.61 1T 8.0 29.330 14.761 to 120 0.0 8.000 0.0 7 4.27 0.0009 0.0 37.330 0.034 Vel = 0.67 0.0 4.27 14.795 K Factor = 1.11 42 5.15 1.61 3E 12.0 19.040 14.590 to 120 1T 8.0 20.000 3.465 43 5.15 0.0013 0.0 39.040 0.051 Vel = 0.81 43 0.0 1.61 1 E 4.0 8 000 18.106 to 120 0.0 4.000 0.0 44 5.15 0.0013 0.0 12.000 0.016 Vel = 0.81 44 0.0 1.61 1E 4.0 54.250 18.122 to 120 0.0 4.000 -3.465 45 5.15 0.0013 0.0 58.250 0.076 Vel = 0.81 - 45 0.0 1.61 1E 4.0 8.000 14.733 to 120 0.0 4.000 0.0 46 5.15 0.0013 0.0 12.000 0.016 Vel = 0.81 46 0.0 1.61 1E 4.0 30.870 14.749 to 120 1T 8.0 12.000 0.0 8 5.15 0.0013 0.0 42.870 0.056 Vel = 0.81 0.0 5.15 14.805 K Factor = 1.34 37 5.83 1.61 3E 12.0 19.040 14.549 to 120 1T 8.0 20.000 3.465 38 5.83 0.0016 0.0 39.040 0.064 Vel = 0.92 38 0.0 1.61 1E 4.0 8.000 18.078 to 120 0.0 4.000 0.0 39 5.83 0.0017 0.0 12.000 0.020 Vel = 0.92 39 0.0 1.61 1E 4.0 54.250 18.098 to 120 0.0 4.000 -3.465 40 5.83 0.0016 0.0 58.250 0.096 Vel = 0.92 40 0.0 1.61 1E 4.0 8.000 14.729 to 120 0.0 4.000 0.0 41 5.83 0.0017 0.0 12.000 0.020 Vel = 0.92 • 41 0.0 1.61 1E 4.0 30.870 14.749 to 120 1T 8.0 12.000 0.0 9 5.83 0.0017 0.0 42.870 0.071 Vel = 0.92 0.0 5.83 14.820 K Factor = 1.51 32 6.33 1.61 3E 12.0 23.200 14.493 to 120 1T 8.0 20.000 3.465 33 6.33 0.0019 0.0 43.200 0.082 Vel = 1.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Standard DELTA FIRE, INC. Page 10 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 33 0.0 1.61 1E 4.0 8.000 18.040 to 120 0.0 4.000 0.0 34 6.33 0.0020 0 0 12.000 0.024 Vel = 1.00 34 0.0 1.61 3E 12.0 56.080 18.064 to 120 0.0 12.000 -3.465 35 6.33 0.0019 0.0 68.080 0.131 Vel = 1.00 35 0.0 1.61 1E 4.0 8.000 14.730 to 120 0.0 4.000 0.0 36 6.33 0.0019 0.0 12.000 0.023 VeI = 1.00 36 0.0 1.61 1E 4.0 33.200 14.753 to 120 1T 8.0 12.000 0.0 10 6.33 0.0019 0.0 45.200 0.087 Vel = 1.00 0.0 6.33 14.840 K Factor = 1.64 29 7.69 1.61 6E 24.0 19.040 14.342 to 120 2T 16.0 40.000 3.465 29A 7.69 0.0028 0.0 59.040 0.163 Vel = 1.21 _ 29A 0.0 1.61 3E 12.0 64.080 17.970 to 120 1T 8.0 20.000 -3.465 30 7.69 0.0028 0 0 84.080 0.232 Vel = 1.21 - 30 0.0 1.61 1E 4.0 8.000 14.737 to 120 0.0 4.000 0.0 31 7.69 0.0028 0.0 12.000 0.033 Vel = 1.21 31 0.0 1.61 1E 4.0 32.750 14.770 to 120 1T 8.0 12.000 0.0 11 7.69 0.0027 0.0 44.750 0.123 VeI = 1.21 0.0 7.69 14.893 K Factor = 1.99 28 11.55 1.61 2T 16.0 101.830 14.240 to 120 0.0 16.000 0.0 12 11.55 0.0058 0.0 117.830 0.689 VeI = 1.82 0.0 11.55 14.929 K Factor = 2.99 27 13.25 1.61 2T 16.0 101.830 14.093 to 120 0.0 16.000 0.0 13 13.25 0.0075 0.0 117.830 0.889 Vel = 2.09 0.0 13.25 14.982 K Factor = 3.42 26 15.42 1.61 2T 16.0 101.830 13.881 to 120 0.0 16.000 0.0 14 15.42 0.0100 0.0 117.830 1.176 Vel = 2.43 0.0 15.42 15 057 K Factor = 3 97 25 18.09 1.61 2T 16.0 101.830 13.582 to - : - 1 0 -_� 0.0 16.000 0.0 15 18.09" 0.0134 / 0.0 117.830 - 1.581 _ - Vel = 2.85 0.0 - Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Fifhal Calculations - Standard DELTA FIRE, INC. Page 11 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 18.09 15.163 K Factor = 4.65 24 16.26 1.61 1T 8.0 69.080 13.234 to 120 0.0 8.000 0.0 66 16.26 0.0110 0.0 77.080 0.850 Vel = 2.56 66 11.62 1.61 1T 8.0 32.750 14.084 to 120 0.0 8.000 0.0 16 27.88 0.0299 0.0 40.750 1.217 Vel = 4.39 0.0 27.88 15.301 K Factor = 7.13 23 22.40 1.61 2T 16.0 101.830 13.176 to 120 0.0 16.000 0.0 17 22.4 0.0199 0.0 117.830 2.348 Vel = 3.53 0.0 22.40 15.524 K Factor = 5.69 1 -4.32 2.635 0.0 12.160 14.666 to 120 0.0 0.0 0.0 59 -4.32 -0.0001 0.0 12.160 -0.001 Vel = 0.25 59 -4.36 2.635 0.0 12.160 14.665 to 120 0.0 0.0 0.0 58 -8.68 - 0.0003 0.0 12.160 -0.004 Vel = 0.51 • 58 -4.46 2.635 0.0 12.160 14.661 to 120 0.0 0.0 0.0 57 -13.14 - 0.0007 0.0 12.160 -0.008 Vel = 0.77 57 -4.67 2.635 0.0 12.160 14.653 to 120 0.0 0.0 0.0 52 -17.81 - 0.0012 0.0 12.160 -0.014 Vel = 1.05 52 -3.84 2.635 0.0 12.500 14.639 to 120 0.0 0.0 0.0 47 -21.65 - 0.0017 0.0 12.500 -0.021 Vel = 1.27 47 -4.27 2.635 0.0 11.790 14.618 to 120 0.0 0.0 0.0 42 -25.92 - 0.0024 0.0 11.790 -0.028 Vel = 1.52 42 -5.15 2.635 0.0 12.330 14.590 to 120 0.0 0.0 0.0 37 -31.07 - 0.0033 0.0 12.330 -0.041 Vel = 1.83 37 -5.83 2.635 0.0 12.330 14.549 to 120 0.0 0.0 0.0 32 -36.9 -0.0045 0.0 12.330 -0.056 Vel = 2.17 32 -6.33 2.635 0.0 24.660 14.493 to 120 0.0 0.0 0.0 , 29 -43.23 - 0.0061 0.0 24.660 -0.151 Vel = 2.54 29 -7.69 2.635 0.0 12.330 14.342 to 120 0.0 0.0 0.0 - 28 -50.92 -0.0083 0.0 12.330 -0.102 Vel = 3.00 28 -11.55 2.635 0.0 12.200 14.240 to 120 0.0 0.0 0.0 27 -62.47 - 0.0120 0.0 12.200 -0.147 Vel = 3.68 27 -13.25 2.635 0.0 12.330 14.093 to 120 0.0 0.0 0.0 26 -75.72 - 0.0172 0.0 12.330 -0.212 Vel = 4.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 12 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn ' 26 -15.41 2.635 0.0 12.330 13.881 _ -- - - - - -- - _ to 120 0.0 0.0 0.0 25 -91.13 - 0.0242 0.0 12.330 -0.299 Vel = 5.36 25 -18.09 2.635 0.0 3.080 13.582 to 120 0.0 0.0 0.0 21 - 109.22 - 0.0341 0.0 3.080 -0.105 Vel = 6 43 21 -11.63 2.635 0.0 5.830 13.477 to 120 0.0 0.0 0.0 60 - 120.85 -0.0408 0.0 5.830 -0.238 Vel = 7.11 60 99.16 2.635 0.0 2.580 13.239 to 120 0.0 0.0 0.0 24 -21.69 - 0.0019 0.0 2.580 -0.005 Vel = 1.28 24 -16.26 2.635 0.0 12.160 13.234 to 120 0.0 0.0 0.0 23 -37.95 - 0.0048 0.0 12.160 -0.058 Vel = 2.23 23 -22.40 2.635 0.0 12.160 13.176 to 120 0.0 0.0 0.0 22 -60.35 - 0.0113 0.0 12.160 -0.138 Vel = 3.55 22 84.89 1.61 2T 16.0 101.830 13.038 to 120 0.0 16.000 0.0 18 24.54 0.0236 0.0 117.830 2.781 Vel = 3.87 0.0 24.54 15.819 K Factor = 6.17 1 4.32 1.61 2T 16.0 101.830 14.666 to 120 0.0 16.000 0.0 2 4.32 0.0010 0.0 117.830 0.112 Vel = 0.68 2 0 0 3.26 0.0 12.160 14.778 to 120 0.0 0.0 0.0 3 4.32 0.0 0.0 12.160 0.0 Vel = 0.17 3 4.36 3.26 0.0 12.160 14.778 to 120 0.0 0.0 0.0 4 8.68 0.0002 0.0 12.160 0.002 Vel = 0.33 4 4.46 3.26 0.0 12.160 14.780 to 120 0.0 0.0 0.0 5 13.14 0.0002 0.0 12.160 0.003 Vel = 0.51 5 4.67 3.26 0.0 12.160 14.783 to 120 0.0 0.0 0.0 6 17.81 0.0004 0.0 12.160 0.005 Vel = 0.68 6 3.84 3.26 0.0 12.500 14.788 to 120 0.0 0.0 0.0 , 7 21.65 0.0006 0.0 12.500 0.007 Vel = 0.83 7 4.27 3.26 0.0 11.790 14 795 to 120 0.0 0.0 0.0 - 8 25.92 0.0008 0.0 11.790 0.010 Vel = 1.00 8 5.15 3.26 0.0 12.330 14.805 to 120 0.0 0.0 0.0 9 31.07 0.0012 0.0 12.330 0.015 Vel = 1.19 9 5.83 3.26 0.0 12.330 14.820 to 120 0.0 0.0 0.0 10 36.9 0.0016 0.0 12.330 0.020 Vel = 1.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE, INC. Page 13 Hemcon - Mezzanine Date 060106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes • Point Qt Pf /UL Eqv. Ln. Total Pf Pn 10 6.33 3.26 0.0 24.660 14.840 to 120 0.0 0.0 0.0 11 43.23 0.0021 0.0 24.660 0.053 Vel = 1.66 11 7.69 3.26 0.0 12.330 14.893 to 120 0.0 0.0 0.0 12 50.92 0.0029 0.0 12.330 0.036 Vel = 1.96 12 11.55 3.26 0.0 12.200 14.929 to 120 0.0 0.0 0.0 13 62.47 0.0043 0.0 12.200 0.053 Vel = 2.40 13 13.25 3.26 0.0 12.330 14.982 to 120 0.0 0.0 0.0 14 75.72 0.0061 0.0 12.330 0.075 Vel = 2.91 14 15.41 3.26 0.0 12.330 15.057 to 120 0.0 0.0 0.0 15 91.13 0.0086 0.0 12.330 0.106 Vel = 3.50 15 18.09 3.26 0.0 11.500 15.163 to 120 0.0 0.0 0.0 16 109.22 0.0120 0.0 11.500 0.138 Vel = 4.20 16 27.89 3.26 0.0 12.160 15.301 to 120 0.0 0.0 0.0 . 17 137.11 0.0183 0.0 12.160 0 223 Vel = 5.27 17 22.40 3.26 0.0 12.160 15.524 to 120 0.0 0.0 0.0 18 159.51 0.0243 0.0 12.160 0.295 Vel = 6.13 18 24.54 3.26 2E 18.815 206.000 15.819 to 120 0.0 18.815 8.229 19 184.05 0.0316 0.0 224.815 7.099 Vel = 7.07 19 0.0 3.26 1 E 9.408 18.000 31.147 to 120 1 B 13.44 32.256 0.0 20 184.05 0.0316 1Z 9.408 50.256 1.588 Vel = 7.07 _ 20 0.0 6.16 2E 40.168 60.000 32.735 to 140 1 Zaf 0.0 40.168 3.240 * Fixed loss = 3.240 TEST 184.05 0.0011 0.0 100.168 0.107 Vel = 1.98 0.0 184.05 36.082 K Factor = 30.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087