The URL can be used to link to this page

25A-185 � 4 MER IT® Type B Type C Type C/R Weld - MiserTM Tee -Let Male Thread Cut Groove Roll Groove Welding Outlet Fittings Standard Weight Standard Weight Schedule 10 g 9 1......___ E - ►1 A I 4 E - >i A I <- E --*'i A : i 1 1 . t ) i . c c I c I F < F -- a F B I ' E-- D ->1 ' 4 Y \I<-- D --> 4 I D -->I WELD-MISER TEE-LET - DIMENSIONS (NOMINAL SIZES 2'/2" THRU 8 ") cut Nominal Nominal Outlet Inside Diameter - D Outside Wall Thickness - F Male Thread Roll Groove Groove Std. Outlet Header Length Standard Schedule Diameter Standard Schedule Std. Wt. Sch.10 Wt. A B c Weight 10 E Weight 10 NPT(d' ' ?) NPT(:Sr^ ' _) NPT(iS1' 7 - t) In.(,,D) In.( - , - ;) In.(' =r.) In.(G.?) In .(r171;,) In.0 In.(mr) In,l,, 1325025 2025025 2225025 21/2 3 2.469 2.635 2.875 0.203 0.120 1325030 2025030 2225030 3 3 2.469 2.635 2.875 0.203 0.120 1325035 2025035 2225035 4 3 2.469 2.635 2.875 0.203 0.120 . _ 1325050 2025050 2225050 5 3 2.469 2.635 2.875 0.203 0.120 1325060 2025060 2225060 6 3 2.469 2.635 2.875 0.203 0.120 1325080 2025080 2225080 8 3 2.469 2.635 2.875 0.203 0.120 1330030 2030030 2230030 3 3 3.06E 3.260 3.500 0.216 0 -120 . ■ 1330036 i 2030230 2233030 , , _ I 2 3960 3 260 3.530 ,,.216. C 2C 1330040 2030340 2230040 4 3.066 3.260 3.500 0.216 0.120 ' 3x 1330050 2030050 2230050 5 3 3.068 3.260 3.500 0.216 0.120 1330060 . 2030060.. ` 2230060 6 3 3.068 3.260 3.500 0.216 0.120 1330080 2030080 2230080 8 3 3.068 3.260 3.500 0.216 0.120 1340040 2040040 2240040 4 4 4.026 4.260 4.500 0.237 0.120 c c 00 1340050 2040050 2240050 5 4 4.026 4.260 4.500 0.237 0.120 4x ' . , 0l :I 1340060 2040060 2240060 020 , 6 4 4.026 4.260 4.500 0.237 0.120 .- :% ,.. . 'r 6i 3. 1340080 2040080 2240080 8 4 4.026 4.260 4.500 0.237 0.120 IC ' 10 „ 6.0 ... - 2050050 - 5 4 5.047 - - - 2050060 5 x 6 , .4 5.047 - r.0 = _. 2050080 - 8 4 5.047 - - - 2060060 2260060 6 4 6.065 6.357 6.625 0.280 0.134 6x 02 , ;. :. - 2060080 2260080 8 4 6.065 6.357 6.625 0.280 0.134 - 2080080 - 8 x 8 4 7.981 8229 8,625 0.322 0.148 1.. 7.:1 2 . :• so o Note: Tee -Lets are manufactured to fit size -on -size, that is the contoured shape on a given Tee -Let is made to fit perfectly on the first listed header size. If installed on the second header size marked on the fitting, a slight gap of approximately 1/22" will appear along the longitudinal centerline of the header. For example, a 1' x 2 - 2 Tee -Let, is a 1" outlet fitting manufactured to fit perfectly on the hewer -size, listed, While-leaving a 1/22 g long the lgrigitgdinal centerline of the 2 size. If a perfect fit is required for a 21/2" header pipe, then a T' x 2 - 3' Tee -Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. Merit - 1.10 - 7 - AN LStarM tiro i c d,xvt n;vi,on or Anvil International y x'in 4t li d'" f, S 4 I T® . * ..%.. Weld - MiserTM Tee -Let® Type B Type C Welding utlet Fittings Male Thread Cut Groove 9 9 Standard Weight Standard Weight Imo- E -- A l-4 E - 0-1 A 1 T 5 7 C I C 1 -► .- F 4 -- E 4 B - 11) -- 4- / D - al 1 WELD-MISER TEE -LET - DIMENSIONS (NOMINAL SIZES 1" THRU 2 ") Male Thread Cut Nominal Outlet Nominal Header Outlet Inside Diameter Outside Diameter Wall Thickness Std. Wt. Groove A B Length D E F Std. Wt. C NPT (srp?) NPT (ES?i) In (:7:T 1n /.. 1n ( ) In (,,.) In (°,r,-) In.( =;:a) 1310012 2010012 1 -1/ 3 1.049 1.315 0.133 1310015 2010015 11/2 - 2 3 1.049 1.315 0.133 1310020 2010020 1 x 2 21/2 3 1.049 1.315 0.133 1310025 2010025 2 -4 3 1.049 1.315 0.133 1310050 2010050 5 - 8 3 1.049 - 1.315 0.133 1312012 2012012 11/4 3 1.368 1.660 0.140 1312015 2012015 1 3 1.368 1.660 0.140 1312020 2012022 11; I i I 368 660 01 <: i I 1312025 2012025 3 - 4 3 1.368 1.660 0.140 1312050 2012050 5 - 8 3 1.368 1.660 0.140 1315015 2015015 11/2 3 1.610 1.900 0.145 1315020 2015020 2 3 1.610 1.900 0.145 1315025 2015025 1 x 21/2 3 1.610 1.900 0.145 1315030 2015030 3 - 4 3 1.610 1.900 0.145 1315050 2015050 5 - 8 3 1.610 1.900 0.145 1320020 2020020 2 3 2.067 2.375 0.154 1320025 2020025 21/2 3 2.067 2.375 0.154 1320030 2020030 3 3 2.067 2.375 0.154 1320035 2020035 2 x 4 3 2.067 2.375 0.154 1320050 2020050 5 . , 3 2 067" , . 2,375 0.154 1320060 2020060 6 3 2.067 2.375 0.154 1320080 2020080 8 3 2.067 2.375 0.154 Note: Tee -Lets are manufactured to fit size -on -size, that is the contoured shape on a given Tee -Let Is made to fit perfectly on the first listed header size. If Installed on the second header size marked on the fitting, a slight gap of approximately 1 /22` will appear along the longitudinal centerline of the header. For example, a 1" x 2 - 2 Tee -Let, is a 1" outlet fitting manufactured to fit perfectly on the 2" header size listed, while leaving a 1 /22" gap along the longitudinal centerline of the 2 size. If a perfect fit is required for a 2 header pipe, then a 1" a 2 - 3" Tee -Let would be ordered. Size consolidations are employed to reduce inventory and provide for greater flexibility. _g_ Merit -1.10 ANVIL-Star . Fire Products Division of Anvil international ,r , . . ' „...-, „ - : ,3;.: ...-:,:; , .,,,,,.' Vt..„.,,;:°.; s ..: : - mERIT, . .... . AO' 01, .., Pk4,31‘.i.:t.',',..,;‘-i::',":;;!,,,,2 A b I Weld-MiserTM Tee-Let® il Welding Outlet Fittings Type A \ r Female Thread 1E1 c M!! 1.. _______.1.1 i B - . I WELO TEE DIMENSIONS & PART NUMBERS WELO TEE DIMENSIONS & PART NUMBERS Nominal Nominal Outlet inside Make Nominal Nominal Outlet Inside Make Part 1Neight Part Weight Outlet Header Length Diameter Up Outlet Header Length Diameter Up Number B C M A B o M Each Number Each A a a NPT (FSP ) In(, In (,--- ) In (r ) In ( ',. ) In ( , , ) Lb. (,) NPT (W.;F In ( ) In (, ) In (,,, In ( In ( Ltr. 04 1002002 1/ x 1/4 - 8 0.080 1020020 2 1.750 2.067 0.875 0.857 1005012 11/4 - 11/2 1.063 0.700 0.500 0.171 1020025 21/2 1.750 2.067 0.875 0.829 - 1005015 11/2 - 2 1.063 0.700 0.500 0.171 1020030 3 1.750 2.067 0.875 0.829 . .,..,.. 1005020 2 2 - 21/2 1.063 0.700 0.500 0.171 1020040 2 x 4 1.750 2.067 0.875 0.800 1005025 21/2 - 8 1.063 0.700 0.500 0169 ‘--' ' -'• • 1020050 5 1.750 2.067 0.875 0.743 1007012 11/4 - 11/2 1.125 0.900 0.500 0.260 1020060 6 1.750 2.067 0.875 0.743 1007015 11/2 - 2 1.125 0.900 0.500 0.260 . 0 '' 1020080 8 1.750 2.067 0.875 0.743 1007020 • - 2 -2½ 1.125 0.900 0.500 0.260 ' ,v .. 1025025 21/2 2.215 2.469 1.125 1.250 1007025 21/2 - 8 1.125 0 900 0.500 0.256 • , I "32503C, 3 2.21E 24S 1 125 - .203 1013015 I 1 -' - 7 - 25 7. 0..501, , '3 33" ; 1 ' 101D015 1 - 2 1.250 1 145 0.500 . 033" 1025040 4 2.215 2.469 1.125 1.150 1010020 2 -2½ 1.250 1.145 0.500 0.320 1025050 7‘ - 5 2.215 2.469 1.125 1.150 1010025 ..'.)- .- 21/2 -3 1.250 1.145 0.500 0.314 1025060 6 2.215 2.469 1.125 1.150 1010030 3 - 4 1.250 1.145 0.500 0.309 1025080 8 2.215 2.469 1.125 1.150 1010050 5 - 8 1.250 1.145 0.500 0.291 1030030 3 2.500 3.068 1.500 1.550 1012012 1 1.375 1.490 0.500 0.432 1030040 4 2.500 3.068 1.500 1.450 1012015 11/2 - 2 1.375 1.490 0.500 0.421 1030050 3x 5 2.500 3.068 1.500 1.450 771 •-: - , 1012020 2- 21/2 1.375 1.490 0.500 0.421 . •' 1030060 - '6 - 2.500 3.068 1.500 1.450 :-.." 7 • : 7 ' , . 7 - : •- 1012025 .32, 21/2 -3 1.375 1.490 0,500 0.411 1030080 8 2.500 3.068 1.500 1.450 - , 1012030 3 - 4 1.375 1.490 0.500 0.389 1040040 4 3.000 4.026 2.000 2.850 1012050 5 - 8 1.375 1 490 0.500 0.389 1040050 5 3.000 4.026 2.000 2.850 4 x -/-...,,, i• ;-:‘,`.--,-:. .• • -; ..'•- 1015015 11/2 1.625 1.610 0875 0477 1040060 rOr ^ 6 3.000 4.026 2.000 2.800 Jo 1015020 2 1.625 1.610 0.875 0.477 1040080 8 3.000 4.026 1 2000 . 2.800 1015025 11/2 21/2 1.625 1.610 0.875 0477 x 1015030 '."' 314 1.625 1.610 0.875 0.477 Note: 11;;:. .-•,. 7.- ..:- ..:c ., : .-.,..-::, Part #1002002 is not UL Listed or FM Approved. 1015040 4 1.625 1.610 0.875 0.477 Part #1012012 is not FM Approved. 2 020 All size-on-size (i.e. 2 x 2) Tee-Lets are not FM Approved. 1015050 5 - B 1.625 1.610 I 0.875 0.477 .11 : -. 12 :" r: , ilich41-Star- Merit - 1.10 - 5- tm, Pr.iort, Diviittlrl of Anv4 in./I:mm.0 MERIT , r Weld-Miser TM Tee -Let® Welding Outlet Fittings For Fire Protection & Other Low Pressure Piping Systems O ® Merit Weld- MiserTM Tee -LetQD Welding Branch Outlet Fittings offer the user a high strength, low ® cost forged threaded and grooved line of fittings specifically designed and manufactured to be APPROVED installed on Schedules 5 thru 10, proprietary thin wall flow pipe and standard wall pipe. For Iktinprapproval dataile contact :: i'ii a yodlAnva6,ar RepreaentaIrce. Merit Tec -Lets art, forged steel welling out)et fittings. The,m,aterial used in, manufacture meets the chemical and physical requirements of ASTM A 53, Grades A or B, Type E, A -135, A -795, X Tee-Lets employ a low weld volume design to provide for either a partial or full penetration weld ,„ employing a single pass with minimum burn - through and pipe distortion, Weld Miser Tee -Lets are recommended for use on proprietary thin wall, Schedules 5, 10 and 40 pipe. Threads comply �� with ANSI B1.20.1 or IS07/1. They are UL Listed and FM Approved for use conforming to the . !' $. requirements of Bulletin 13 1999 of the National Fire Protection Association. When used in fire ii * ‘ sprinkler systems, Tee -Lets are rated for 300 psi. When used in mechanical systems, maximum S fV ".. pressures are calculated using criteria developed for ASME B31 piping code. TEE-LET WELDED OUTLET FITTING (UL UIZU — EX6032, FM APPROVAL GUIDE CHAPTER 1 - PIPE FITTINGS) Outlet Model Outlet Pipe Size Header Pipe Size Rated Pressure (Inch) (Inch) (psiu) 1 /2, 3 /a.1 1/2 .8 (Soh.10, 40) Tee -Let Type A 11/4,11 , 2.2' . 3.4 / -4 (Sch. 5, DynaFlow) (F- Threaded End I 300 C Fbta Tee -Let Type C 11/4 -8 1 -8 (Soh 10, 40' (Grooved End) 300 21 8 1/2 • 4 (Sch. 5, DynaFlow) Tee -Let Type C/R 1 - 6 1 (All Schedules) 300 (Roll Grooved End) 1) Size -on -size (i.e. 2 x 2) Tee -Lets are not FM Approved. • . . . t . 2) FM rated working pressure when welded on Sch. 5 or non- threadable lightwall pipe is 175 psi. — q — Merit -1.10 �wii.Star- . _ -,. Fire Productf Division of Anvil International y ,,, : � :, 11 r ® w..c °ate* d , y x Weld - MiserTM Tee -Let® Welding Outlet Fittings Unified DesignTM Series Merits Unified Design Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit® Weld- MiserTM Tee -Lets® are designed and Manufactured to reduce the amount of weld required to install the Tee -Lets on thin wall or proprietary flow pipe. Typically only one weld -pass completes the installation. Merit Tee -Lets Install with less weld volume than any other brand of welding outlet fittings for fire sprinkler applications. To accomplish this: • The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: I�1 • The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or , main thereby insuring complete penetration without cold welds, weld roll -off, burn - through or excessive distortion. • On smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from dam- „ age during shipping and handling prior to installation as well as from weld distortion. b_a • Each outlet size 1 /z" and larger, whether male or female threaded, cut grooved or beveled requires the same hole size in the header pipe. This simplifies the installation process. General Specifications • Tee -Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical requirements of ASTM A -53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee -Lets. • Threads are cut in accordance with the requirements of ANSI 81.20.1, national standard for tapered pipe threads, or ISO -7 -1 threads are available. • Tee -Let threaded and grooved welding outlet fittings are UL /ULC Listed and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non - critical piping systems. • Tee-Lets are offered ir a mice variety of heaver sizes The cor.solioarih headee suds shown ih .115. IGliov.'Irc a ar L aUow,the fittings to be installed on more than one header size, permitting the first size listed to fit the header perfectl; while a small gap along the longitudinal center line of the header will appear for the second size listed. - • Merits' Weld- Miserlu Tee -Letsa are identified by a lot number that provides full traceability per ISO 9000 specifications. - For Your Piping Systems Specify Weld- MiserTM Tee -Let® Branch Outlet Fittings shall be Merit Weld -Miser Tee -Let, Lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum burn through and pipe distortion on Schedule 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B1.20.1, or ISO -7 -1, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. How to Order - Use either of the following methods for ordering Merit® Weld- MiserTM Tee -Let Method No. 1 Method No. 2 Specify quantity desired followed by the part Use the following system: number shown in the "dimensions" chart for the type and size of outlet desired. x Type Merit Steel Quantity Part Number Quantity Outlet Size Header Size Weight End Tee -Let Material Always Column "A" Insert size Sch. 10 A - Female Thread order a few of Chart consolidation Standard:' B - Male.Thread more than from Column C - Cut Groove actually "B" of chart. C/R - Roll Groove required for the job. Merit -1.10 — / J%tijLSW'tar Rr ',,,duct, O,w ,(N, of Ararii toleaxaYtm81 Schedule .10 and Schedule 40 Charts Schedule 10 Specifications Nominal O.D. Nominal I.D. � Nominal Wall Nominal Weight UL I Pieces NPS in. mm in. 1 mm I in. . mm lbs./ft. kg /m CRR* l Lift 1 1/4 1.660 42.2 1.442 36,6 .109 2.77 1,81 - 2.69 7.3 61 1 1/2 1,900 48.3 1.682 42.7 1 .109 2.77 2.09 3.11 5.8 61 2 2.375 60.3 2.157 54.8 .109 2.77 2.64 3.93 4,7 37 2 1/2 2.875 73.0 2.635 66.9 .120 3.05 3.53 5.26 3.5 ( 30 3 3,500 88.9 3.260 82.8 .120 3.05 4.34 6.46 2.6 19 4 4.500 114.3 4.260 108.2 .120 3.05 5.62 8.37 1.6 19 5 5.563 141.3 5.295 ,134 5 `I -.134 1.., 3.40', . 7.78 . 11.58 . 1.5 13 6 6.625 168.3 6.357 161.5 .134 3.40 1 9.30 13.85 1.0 10 * Calculated using Standard UL CPR formula, UL Fire Protection Directory, Category VIZY The CRP is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). Schedule 40 Specifications Nominal O.D. Nominal ID. Nominal Wall Nominal Weight I UL Pieces L NPS in. mm in. mm in. mm lbs./ft. kg /m CRR* - Lift 1" 1.315 33.4 1,049 26.6 .133 I 3.38 1.68 2.50 1.00 70 1 1/4" 1.660 42.2 1.380 35.1 I .140 3.56 2.27 3.39 1.00 ' 51 1 1/2" 1.900 48.3 1.610 42.9 . 1, 5 3.68 2.72 4.05 1.00 44 2' .375 60.3 2.067 52.5 .154 3.91 3.66 5.45 1.00 30 . Calculatec using StonOord U._ CRR formula, UL Fre Protection Directory, Category VIZY * The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 1.0). Weights /Dimensions Black Plain End Technical Data Charts Nominal 0.D. Sch. 40 I Sch. 80 Schedule 10 Size Inches Wall Inches Wt. LbJFt. Wall Inches Wt. Lb./Ft. PRODUCT( NOW. WT/FT ' WUFT H PCS/ WTILIFT WT/LIFT l WT/LIFT 1/8" ,405 .068 .24 .095 a1- NPS 0. ms FILLED LIFT 21' 24' I 25' 1/4" .540 .088 .43 .119 .54 1 1/4" 1.442 1.807 2.514 61 2,315 2,645 2,756 3/8" .675 .091 .57 ,126 .74 1 1/2' 1.682 2.087 3.049 61 2,673 3,055 3,183 1/2" .840 .109 ,85 .147 1.09 2" 2.157 2.640 4.222 37 2,051 2,344 2,442 3/4" 1.050 .113 1.13 154 1.48 2 1/2" 2.635 3.534 5.895 ; 30 2,226 2,544 , 2,651 2.17 3" 3.260 4,336 7,949 19 1,730 1,977 2,060 1" 1.315 .133 1.68 .179 4" 4,260 5.619 11.789 19 2,242 2,562 2,669 1 -1/4" 1.660 .140 . 2.27 .191 3.00 5" 5.295 7.780 17.309 13 2,124 2,427 2,529 1 -1/2" 1.900 .145 2.72 .200 3.63 6" 6.357 9.298 23.038j 10 1,953 j 2,232 2,325 2" , 2.375 .154 3.66 .218 5.03 - -- Schedule 40 2 -1/2" 2.875 .203 5.80 .276 7.67 - - ___..----- __...--- _- -_ -.._ - -- 1" 1.049 1.681 2.055 70 2,471 2,824 2,942 3" 3 „500 .216 7.58 .300 10.26 1 1/4" 1.380 2.275 2.922 51 2,437 2,785 2,901 3 -1/2" 4.000 .226 9.12 .318 12.52 11/2" 1.610 2.720 3.602 44 2,513 2,872 2,992 4" 4.500 .237 10.80 .337 15.00 2" 2,067 3.656 � 5.109 I 30 2,303 2,632 1 2,742 High Quality, High Performance Long-Lasting ' s Wheatland's Schedule 10 and Schedule 40 steel fire sprinkler pipe have set the industry's standards for years. Both products are subjected to the toughest �� \ ��.• � } p p ry� � � � :� s a possible testing to assure the highest possible quality — "' --‘..;- , -s--„ J.. -.: -',' a "-- .r.ij -u- . ,,,,,,i ..:: t. - nd reliable, long - lasting performance . .., ' ; : Each is coated with Wheatland's proprietary mill ' coating to assure a clean, corrosion- and heat - resistant surface that outperforms and outlasts standard lacquer coatings. The coating also allows F `si the pipe to be easily painted, without special preparation. You can order Schedule 10 or Schedule 40 in black, - lack, 2 :' _ t f , : `, or with hot -dip galvanizing, to meet FM requirements for dry systems to meet the zinc coating t specifications of ASTM A795 or A53, „,. Both Schedule l0 and 40 are UL and FM listed and " meet NFPA 13 standards, We coat all of our black , $. t products up to 6" with our patented MIC ShieldTM/ coating, which helps protect against the onset of di: .; �" microbial corrosion (MCC), Our M!C Shield was the First i AVrr ,-" ,:s.' "" t= ' coating to be approved by FM as compatible with 15 i ' . , - - _ , , . hybrid sprinkler systems that include CPVC plastic rrv'irrrtaoitirw ',�ri � ` , r Y, J. *Mt* at Air sot pipe in mixed use occupancies. MIC Snob i a isv� r ► r _ t om:` t deair ar rpr ► awr l chem compatible with Flow Guard Gold®, Blaze oat a raver ` Master® and Corizan®CPVC, `° � � 1' , — Why Wheatland? Schedule 10 and 40 Meet or Exceed These • Experience: We've manufactured fire sprinkler pipe Standards since 1955 • We product the most complete line of products in • UL & C -UL Listed the industry • FM Approved • We offer a number of proprietary products and • ASTM A135, Grade A (Schedule 10) unique benefits • ASTM A795, type E, Grade A (Schedule 40) • We provide a complete line of coatings: - in- house, hot dip galvanizing Green: The steel used to produce Wheatland's - black sprinkler pipe sprinkler pipe contains recycled steel and is - MIC shieldrM, the first FM global approved virtually totally recyclable. factory applied, anti - microbial coating for use with CPVC plastic pipe systems Seismic /Sway Bracing: Wheatland sprinkler pipe - proprietary mill coatings that provide corrosion data tables are available for determining the and heat resistant properties forces for piping used as a sway brace - proprietary mill coatings that extend shelf life component or in Seismic applications. STEEL FIRE SPRINKLE 4 R PIPE Schedule 10 and Schedule 40 ,.,„ , „:.,,,„:, .t 4 ,F4";:',',.,".`Z.,iti: ,, `,' ;.441;:."-:::fiArill :' A ate" �',: . s c fi g , . ., , W : ' ' ' , eat an Tube MC L G ROUP ,,, • ra f 7pu 'r�ry, _ffA4rL'1 IS Le 1 NA 99P1`L9COOS r vita/ 111+1 aa cpt9'Z9: r 19 t • : NY "•1 •Rrr7 J pp!t% i.Pr.v 'ONO!a6V pmydgi 3110/1041 (LOOT 14 ArW1 swgB11141Mufw! uroyly POIeaDANPalmea..Pua* • •- Damp • WI1►v1g1 L+ aoLV7pm1011pd .1altt>Il zoo Atari omit"),II . ... in."Mttr vagsn s uroto papa Airsa nidautr r A a .....:.. - al • . ..g s1o!aq!'id11 wN grx0 `4i y ae^ 09J Vaal 9 0l Wa! t !Salt Iri ! emuddY i1[ pm Oaten 1I1" kl Holy! dYOytw nom Su!^bai aa - aepto Sri pat WW1 'Mono We Jq on row= sag o ) Yts aw'(V *MOO) r 0 91vAi +^a^ J all I ). 4 M PM aV (Mr wlfv) Pefd)o Mead tlg!'i400tree® 1 01 Primo 4 0404 1 1 + 001, 0 1 MAI Pal 4s1H V. rd d 16'0'1.1/n4 w°prd1 papyri * I W°9 V(0(s melt Lau Rya ICY Ifa4 4414 SIt00171ad.L$01-1M)4II9)01:09 yA'1'tUI5WiYNJ.1 KI i Stpd 26 ,1 Wel 010'; fal S4 I SIN alid uru rwwada 'Nampo rut Awe* MO 9id'tl % lapv 1.g f eu anod All a a' rnui Y( MMINIIIMIIII 000V 1111=4 .: lel(4m ® ! 1/ 7y1.?Pt 1," 1+9 JO ' dti o /la. 7 TJO >�u 0 9Pt^O+t everol loose p000 rpt rpm& N'Pm" qp 'flora Molly* sepia 4 n ®D M o tld^ Qom pr• owo.P aaoaj p WI � co 11. pp. mg )a aop4 d'ppm °TP ,L:4uib.eq moss sr 'aural oat K Z 944 ).SXL *N r411.0 1'tnL 'fern (p0)0 .11,/ a JAM Imre 1LL1fg ttmtuwitu a N000 '11710a4 Op!A. tru,V at ^d Dow ;gd,at14 %ay t Nam lap Imo moor MAY Poop a•MIPPoc0 aKi• 0C 'aly#WI1A. Yl' 1W «aWip . 30' + '^mOaw. Or Font, 'or led moo AIC('fo' ANorpl wl'OZ'( I •410.4 oC0 mOyr, %YU tline0WO7 a Mt •a T' fl6Y Pt111iur[I.Dtl of wtO L 'a< i W1pWes tsNV az JCrp•a WI I snap .0,104411411•14.4 - . f + Oft v dbi p 10.414 aw *cm Mg Pr CO 'AGM 1 t s ill '►w Maur qua aStdoxp • M rests pep PO P M od ovpsd, Moo** IO Open :Wpm 0®74 1 UM 1 1•14 ON a OCat Lt 0 OLSS 44 LI Y 00 f5A 04d L Tot 7/ ! cal 4,4 9t1N • Lsds(T`rdt>I eaMlpy na Mal4 P► +1•N W pr0"ra$1.w a 1 1 , 41 oneo .(eu doirioo •41.10 M I!r0 aril '4l ao P Null ofp pa°L'g mtdiaw r pant DI Dpp101 ails MAP gawk 1rIDN 1 N prlrrOV'tl .o— 'og10 nrq a! ad!.I pw147.Nr .9411% 1'Ppy10 p41 .p 71' of 'e a I WM and by P4 IMP *9 aIIPI9 IOW* M0. k Noma Mt6Y p m 34( Y/LSY pusy/0 Na�„t. is 9Y J y:tlNe.00 *PPP AU MIAMI Ir 11.114 VIIOIp10 all d b Ai a om t paa' iMG A Do pwnq IMr nSNI tan p - Pre �yaa!'Anpoip f!1!plx 14L ftrIm Ja) 810171•01 I! P" 100 tract .d 0 016 W m p a+lr 4.114 'r rta Par pall 7' . era al Mae r a .* s ork t'Ow!1 m pal L e psi ent•top -: q m vn1 i4La9RLLr 1• nn0119f1 "'Mg pIn IarNaOaam JOJ prewN! � rdla 'whit y 19x+0 (pr. Iraaomv,)) caw.* LL''4��N gnawer/ Oo401>t9 091 Rem psi adios V *Ps 3 ud�y £CV W gj S V 'j`L'a 'MO •irfC 'mot 11)= il7c1 [e73411la[ V a an am •aa0a, :moo. to 1. t aa.11 •Q'J 'panOeN e0.0-IPl>ao4 6- : PS 1 P,A 1 4 4 11 aall Ootilsi 1- I N.L •11 t!Mr)111 d IN11ti4J91+•0 fia • a11a!m 9 10 t•a4eatI 1 p00E�+t (Leer • I L 14PO I0t/Oi l I s war. w lane t wqn° o°e• 12"90ie 0 a SSW mg *maw I *fay loleonired 1° imap so p moo et wines el •!a114 pummel 'oPeau In sommmwvPyRi+aw »IdseaM 41 Iwo vlo!ralddaad14 NIA •!wnAA - Y t/1 1 7w A t stmt a0) P0.0400 t43 Oea d•u '1A /004101 060r41n1 "Mtn 'ao 4001011•t yet•sl <1I•agearet°A Mg N - tAt . awgl PO '0 'M* all J - )atl•vt'(r1000,amV PaMP% stomp °310)9)ado)0poiw0 Kati) ae! t•PeatPp'aa11110411P0tN *NO a eARas^vtu^a°IeN 011 • Piroodc 0.0 tit was 7K F e207.400i Lin t aro trig >104 n r • • • ear- to'. d4 1 4 111;1,0tJT flVa1rameonlat%i'LI •ma. „, rink art # Oa^ lot a t , 006'( 1 1[t 6G) 0991 401 sepal 1340Q1 ba*Fm Olt - 0 (IQ - 'PP” eglp 320 •Moro a► Ap O.oll .ge tie ertA ON 'tapOtal► Ntuna 1 W1 W(t1Goa: Item Kano a aO. A rl 0e1P >■ 401.06 is PP•^ eN la •APhed'►la' aqt o /vtm� b An • TV iW A'Mi'4 '5C0' " 's . ea1•a'sr0:ao • 3 a , IH3 • aitaaranmallt!aagis•di mood( nd a), a wall 1 00 4 0 11 Lets 71 /1 rl•9$b 11 el!w,0 -.s -.O5J' 01800••. aa•IPc:VI tetra 1+ 1SdN 1Pw qqd t ' I■ °ImOI$ a,NN090P44 0 Wr t»a' 11 v1, $$ AMP ydua14T ' °1!p5µ >tP a MlnuA* a ry 004 yl t 00 bi I it 1tdM .40 p111o14o a1 R1.. redaT 1t msll wary PMW..Pliddb q fl'gs pq 0¢»ei 47 l ' e `^' ,� s•a 171e0/044 •1. . •:lab 'IY•b 11 ".a..' 11`1. ay 'a 41° O.11••• ma )0 euIMO MPS 'C IJ114 JO 4wp 141 ry0.414 aa+d.taae 0.1040 00, NIP •»•n yary. aalap 0 °a •O,aotaq;0 Poi al adN !'°." ° (Peso 7n cP!a°t) mime p 77' ad 010 1' I asp seat 1d• 0 i Ipv Swum marl to0nw a/wne ail, treammetrastmru 7401 k9 $•ILY pa 156L V icy pallyjo 'p09 twat a gralpitd Itt?Plw Pn "yam 1 MI sa iv !Pe 01q04N 11 said 1 4 1 P..PMh+ 1 M a 0 °1140. 4 •! SAL V P4410 • IOV � p7 se � 411 Y OR WPM; MA t el 10 1 ( dN 70N Yaita0IP9P• s ° > � 1 1 0 1 7 P a eM'°°aan0 Oms1v1 ra Paddrist Pot 13,1. 4Jaa 2 41 V P O ' 3 ? L 56Lo' W1.SY •mot Tpu v . t U S . oponi ib1- ;3W�a1�bt 0171 ;{rH 'qw..) ir2S E114".$ r++a•t '0'a't•Naa ►PStt tti , e01 I. t Mt. 9. Mel I011i.I Ikt. ii r If MISYUMA' 'SW 'Ai'txe t trgdr11 % Pewdaai war '1 t AM) P•aPwd!w• St re.11 1•W1 on I. • pa •fsavp in • oq, vsu \PO•u" '••tna 1G ado am • a M • n MAW* g a - OOY pU W as ' • s •ra4mlaaoltramq .' Prr•t- - 9 ... •• mgairs''mIPvVs•MI 11 vo>t IMP= J ors )gPgt•(s *MO a4) / 'PwK" wtart.sim MMPIP W 4 7 dd!dp9 PIPI •qt Y STY KUM Via• 4'® .4v 'zwfo oqt maal0 m polpllea 4° ,0,1, 0' 0 I mttI1 Pal SdM L •+N )a VOP01 va•7 5%1%11V104 17ITU6a4 mixispt parpult tap t Mq of 4 x171 aJPU AAA RN IOW 110 r e 9Sts snaOaZSdx 'Pop ~010 WV.' m i itw Al m %r t ■rc atom w4 sou ItstA Lt1 Tf M.r p!{t It 'I'Ma s touv ` ds Pt {f 4 CEP1 8S S OY'0] L r Z1 yt 71 [ t 9Yt r su' • st‘+„ wv.•t mkt. ars asql Sot • �!VtP �9MIna it0yoestP ."• t p aT- -v ��o a :atai &I 40 :Iwo ; '(aat 4.4•411 4.4•411 ,m • if 4 atou9anma9t6 ni f.Aap 7P* KA :os.rv.garian :&i1 ' ox sww ec,0•02 =yaPma ad COM 'iillaaat PP+A aerlof{u® ad 30009 gv\a1 Douunosm %art Paaam MI tt •aaaw. a•y swop lo •optapato •Ll. 942' 01 r4P•• 1 A.'St' :M 'Otte tav14.9 ?• Ste .W m! td. DY; mddq \ 'To• AIMS 'f0'aluoodwothi'OVt bC0mairst x wren ■aNp•dao'J • 11.047r 4 tl\OP■ 'Iv,it•u1M'3 my Promo rCidv ql +�Rd*h Tvt'tn M Rie too of immtei 41 SNI 9vsPsw• 9w\ t6+. 0.\ P•' ACA •11d41 0 4 1 9 +w9 >w tPaaxSI•f0awLS _ WI VW '+awl PPS L Sdx odld MJU 0 1 ° P•nt■W 11 um• Ma rap t9}wt n rsoyl 4.94t4MMVvoI L 1 3 fl> 'IF — • .PUa000 SPO aMW!P!Mtf 0•a!rrsfte ws Its, aaagd eOt at • 147 tl `:2 Zl- 6. : J .. t,,, • • • `I.• - 'I:••. •••\Y 1 '• \.' 11 • • • •111•, II l • 4•••• • .••, .tA100 k a su t•oo amp litaFrp aaax '•tpacagt Ta pun w1 two* aPM•m wow 018•pw ea¢waa\q 9.4+ AadP • w 9r awirr. 1 1 * 1 1 wld P•q...Y14 voVm twPlota pm WO a4VFm1)a y •bs .24 7n /' I aq owl as NI 414 Dept o N8?'t'.Tdt04 se Vim= wtao,u•W paJA II Al I ae (J.OPS ) dAO9 t 1. =soma • a1 xiw�" �4WPtn'• PaMdunlvd au 141 �uarW P 1140/ Y 41 ft o•rvP•' row pout � oq nOtr a sPa'o w sdld pop. »van Worstsst4sv Pox PM WSW 04tsvr �4 suttsns a prom >aa si ael!a 'Mawt+Pn &walla Arrplaan 8. 7vIM Jai worn anew Toon Jot rAto %we. V! em, ormse a0 410 oA q Pas turFm Ms (mast Pos patutroms , oJ Prowl 1 • 1 11 14 4 11 11 • 44 0 loPta . aoa01.1.11D p Pa1•'4. P.idgPs1 Poote•1 ts.+o adla 8 ocuio '3 odsL ESd Y LLSV I 41VVJolea vIst • • ,. Test Switch Linear Heat Detection System Testing • For Easy Annual System Testing THEIR l • • NFPA Approved Testing Method / r Cut Sheet Part Number: TC1003 ri Description Test Switches are placed at the end of a ThermoCable run and are to be used for commissioning, system inspections, and testing of the system. A Test Switches are not recommended for systems connected directly to a suppression system. A. i' 7 E Components ° n The components required for the End of Line Test Switch include 1 3 the following: it 1. HDJIHDELR Box (Part #: TC1003) - Enclosure for components 2. Test Switch (Part #: TC1004) Momentary switch for system testing 3. Strain Relief Connector (Part #: TC100) Seals penetration of ThermoCable into enclosure Wiring Configuration 4. Screw Terminal (Part #: TC1005X) For securing wire connections , ___ : e s i .' 1 5. Baekpiate Part #: TC1003) Thernocabieconductors I End of Line Momentary For mounting test switch and screw terminal Screw Resistor Switch Terminal V Details PLAN VIEW SHOWN LESS COVER FOR CLARITY .63 in. TYP 0. 31 in. TY/ (16m m) _ .15 in. (7.9mm) (3.8mm) .49 in. s:: :: 1712mm) r � 2. ` *1032 ar ■ � � L.is In. TYP 11 (4.tmm) SCREW THREAD 4.88 in. HDJ /HDELR Box —•• I (124mm) — , _ 4:88 in. End of Line Resistor Ct Test Switch _ 4 Olin a Strain Relief 4 25 m 6.40 in . tOt.6mm) ll Connector �� (106r (162.6mm �. I � +»�Ob7tR`: - ' ' ® * . � Screw Terminal Millippp CJ End O R Test n of esistor ® Screw Terminal — (1� 1.0 in. m) Ba kpiate I L .5 in. 4.25 in. (25.4mm) eatkplate 4.0 in. I L (13mm) (31 Backplate mounted - ) (108mm) (101.6mm) ,34 in. to ensure. used es to mnunl lo Tesl Button III .`i �v. • r :L (8.6mm) and Screw terminal 6.40 In, A A (162,6mm) Note: Please refer to all federal, stale and local codes, and manufacturer's recommendations prior to design or installation, SAFE Fire Detection, Inc. This document is provided for informational purposes only and may not be 5915 Stockbridge Drive reproduced in whole or part without express written permission from SAFE Fire Monroe, NC 28110 1 0 Detection, Inc. SAFE Fire Detection, Inc. assumes no responsibility for the products Phone 704 821 - 7920 suitability for a particular application. Specifications, designs and any information Fax: 704 - 821 - 4327 contained herein may change without notice. 'FIRE DETECTION, INC. ` wy✓safefiredetectiott.com Publication Number TC1003 v1,3 02009 SAFE Fire Detection, Inc. Installation Examples for HDJ / HDELR Boxes Typical ThermoCable Example Screw Terminal Screw Terminal . Part #: TC1005X le e , Part #: TC1005X ; ®.: Strain Relief Connector \ EMT for leader wire Part #: TC100 run to panel _ • t �, � u T V -.L.&_, ;. I. 1 1 1 'N ThermoCable Compression Fitting ; End of Line Resistor . . . HDJ Box HDELR Box End of Line Test Switch (Optional) Please refer to the ThermoCable Test Switch Cut Sheet for additional details. Not recommended for systems connected directly to a suppression system. Screw Terminal Part #: TC1005X Backplate Strain Relief Connector Part #: TC1003 Part #. TC 100 ----.\ . a Test Switch asammosimmosiri A Imo � ' Part #: TC1004 ThermoCable f End of Line Resistor l., • •. Splicing Box NEMA 4 rated enclosure tor outdoor use • , • o rte ®' Strain Relief Connector . Part #: TC100 \ Part #: TC1005X ThermoCable / gallI Intrinsic Safety Barrier Please refer to the Intrinsic Safety Barrier Cut Sheet for additional details. iit •re e■i 32mm DIN Rail for mounting EMT for leader wire f I J' ( , Intrinsic Safety Barrier run from panel \ 4 f Part #: TC4406 ThermoCable Compression Fitting fO • \ N Strain Relief Connector Part #: TC100 Note: Please refer to all federal, state and local codes, and manufacturer's recommendations prior to cesign or installation. SAFE Fire Detection, Inc. This document is provided for informational purposes only and may not be 5915 Stockbridge Drive reproduced in whole or part without express written permission from SAFE Fire ,_,.. AF Monroe, NC 281 10 Detection, Inc. SAFE Fire Detection, Inc. assumes no responsibility for the products Phone: 704 821 - 7920 suitability for a particular application. Specifications, designs and any information Fax: 704 - 821 - 4327 contained Herein may change without notice. F /RE DETECT /ON, INC www.safefiredetection.com Publication Number: TC1002 v 1.3 0)2005 SAFE Fire Detection. Inc. f Heavy Duty Enclosures Junction and ELR Boxes • For Connecting ThermoCable to Leader Wire and End of Line Resistor THEIR • Large Rugged Enclosure for Heavy Duty and Special Applications � J�. r Li . Cut Sheet Part Number: TC1002 r .�� Description The HDJ /HDELR Box is a heavy duty nonmetallic junction and termination box which is UL listed with a NEMA 4X rating and manufactured from PVC or PPO thermoplastic. A foam -in -place gasketed lids attachs with stainless steel screws. All junction and termination boxes must use a Strain Relief Connector (Part #: TC100) for all ThermoCable penetrations made through the enclosure �; wall. A 7/8" (22.2mm) hole is required to insert the Strain Relief Connector which secures and prevents damage to the ThermoCable, and seals the penetration from moisture , K1 and dirt helping prevent corrosion. The HDJ /HDELR Box requires a Screw Terminal (Part #: TC1005X) for connecting the leader wire from the panel to the beginning of the ThermoCable run. Screw Terminals are also used to securely connect the ThermoCable to the end of line resistor located at the end of the ThermoCable run. HDJIHDELR Boxes are also used as the enclosure for an optional test button at the eng of the ThermoCable run or for mounting intrinsic safety barriers The optional test _ Applications s switch can be used for annual system testing. Test buttons The heavy duty HDJ /HDELR Box is used for industrial are not recommended for systems connected directly to a applications and is suitable for outdoor ThermoCable suppression system. For details, please refer to the splices. The larger enclosure is also used for housing ThermoCable Test Switch cut sheet. Intrinsic safety addressable zone modules when connected to an barriers are used for explosion proof hazard applications. addressable system, intrinsic safety barriers for explosion For details, please refer to the ThermoCable Intrinsic proof installations, or end of line test buttons for easy Safety Barrier cut sheet. system inspection. Details .63 in, TYP PLAN VIEW SHOWN LESS COVER FOR CLARITY 0.31 in.TYP + r �18mm) 15 in. (7.9mm) r (3,8mm) .49 in. 0 - - -- -- [(12mm) , r �� t L.16 in. TYP ai �i I (4.1 mm) _ #I SCR (124mm) _ _ 1 SCREW THREAD I (124mm) 4.88 In (124mm) _ _ _ , 4.0 in. 6.40 in (101.6mm) 1 (162.6mm) 4.25 in. I _ _ r_ 1 i (108mm) f oardanannala 1.0 in. TYP J 14 GA. ! L .51 in. 4.25 in. I (25.4mm) Mounting Plate 4.0 in. — (13mm) (1 OSmmj (101.6mm) _ .34 in. ► . 0. I X . ®® (8.6mm) . 6.40 in. A A (162.6mm) ,3 Indoor Splicing Screw Terminal 0 Low Temperature Splicing Tape Two point Screw Terminal for all ThermoCable splices and Black. Use with Screw Terminal TC1005X for all indoor connections in J /ELR Boxes and HDJ /ELR Boxes. splicing in low temperature applications when not using Part#: TC1005X - 10 /pack Junction Box. Part#:TC1010 Splicing Tape Use with Screw Terminal TC1005X for all indoor SealantTape 4 ThermoCable splices when not using Junction Box. For indoor splices in addition to Splicing Tape for low Part #: TC1007 - White temperature applications when not using Junction Box. Part #: TC1008 • Red Part#: TC1006 Part #:TC1009 - Blue Junction and ELR Boxes (Recommended for all Outdoor Splices) For additional details, see the Standard and Heavy Duty Enclosure Cut Sheets. Requires Strain Relief Connector (Part #:TC100) and Screw Terminal (P-ad #: TC1005X) J /ELR -Box - Standard HDJIHDELR -Box - Heavy Duty NEMA 4X moisture proof Standard Junction /ELR box. " : NEMA 4X moisture proof Heavy Duty Junction /ELR Requires Screw Terminal TC1005X and Strain Relief Box. Requires Screw Terminal TC1005X and Strain Connector TC100 for installation, not included.. Relief Connector TC100 for installation, not included. Dim,: 4" x 4" x 2" (102mm x 102mm x 51mm) '^ Dim.: 6" x 6" x 4" (162.6mm x 162.6mm x 102mm) Part #: TC1000 Part #: TC1002 '% Guidewire Installation Accessories Threaded Eyebolt Rubber Grommet For use in suspending ThermoCable with or without ' :> Black Rubcer Grommet used to insulate ThermoCable '- Guidewire. Includes one nut. 1/4 " -20 (6 4mm) from Eyebolt TC1030ZX /SS. Part #: TC1030ZX - Zinc Plated, 10/pack • • Part /f: `rC1032C'- 100 /pack Part #: TC1030SS - Stainless Steel - f-<a Turnbuckle Locknut Q Used to fasten and tighten Guidewire attached to For securing Eyebolts TC1030ZX /SS if needed. a* ThermoCable for long suspended lengths. 1/4" (6.4mm) � , Part #: TC1033Z - Zinc Plated Part #: TC1031ZC - Zinc Plated, 100 /pack Part #: TC1033SS - Stainless Steel Part #: TC1031SSC - Stainless Steal, 100 /pack To ensure a proper installation and years of continuous services, only SAFE Fire Detection, Inc. approved mounting and connection accessories must be used. SAFE Fire Detection, Inc. This document is provided for informational purposes only and may not be S 5915 Stockbridge Drive reproduced in whole or part without express written permission from SAFE Fire Monroe, NC 28110 Detectiorl, Inc., SAFE Fire Detection, Inc. assumes no responsibility for the products Phone' 704 82'1' - 7920 suitability for a particular. appin,atiun. ;Specifications, designs and any information Fax 704 - 821 - 4327 contained herein may change without notice 'FIRE DETECTION, INC. www.safefiredetection.com I' c Publication Number: TGIUXX v1.3 2009 SAFE Fire Detection, Inc. U C Installation Accessories Fastening, Connecting,, and Splicing THEP Cut Sheet The following fastening, mounting, and splicing accessories have been approved for use with ThermoCable Linear Heat Detection systems and are available through SAFE Fire Detection, Inc. The use of non - approved installation accessories may damage the detection wire, cause false alarms, and void the warranty. a Fastening Hardware Double Loop Cable Ties Beam Clamp, Spring Steel j7 Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C) For material thickness up to 1/2" (12.7mm). Fits 3/4" - 2" (2cm - 5cm) sprinkler pipe. Shown with Nylon Cable Clip TC1012C /M and Part #: TC1027C - 100 /pack Push Pin TC1034Q, not included. May also be used with Part #: TC1027M - 1,000/pack Cable Clip TC1013C. - Part #: TC1014C - 100 /pack () Double Loop Cable Ties Beam Clamp, Zinc Plated Steel Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C). Fits 2W - 3W (6cm - 8.9cm) sprinkler pipe. * For material thickness up to 7/8" (22.2mm). Part #: TC1028M - 1,000 /pack Shown with Nylon Cable Clip TC1012C/M and Push Pin TC1034Q, not included. May also be used with ` Cable Clip TC1013C. Large Single Loop Cable Tie Part #: TC1015C • 1,000 /pack Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C). Fits 4 to 6" (10cm - 15cm) sprinkler pipe. L- Bracket, Zinc Plated Steel '°"-, -" Support ThermoCable using Small Single Loop Cable Tie b, For suspending detection cable on or around equipment. TC1018C /M fastened to Large Single Loop Tie TC1029L ,. ' Use with Nylon Cable Clip :1Q1012C/M or Zinc Plated Part #: TC1029L - 50 /pack ! Cable Clip TC1013L, and secured with Push Pin TC1034Q, not included. Small Single Loop Cable Tie Part#: TC1016 Black Nylon 6.6 rated from -40` to 185 °F ( -40° to 85'C). . -'' ' Use with Cable Tie Mount TC1017C or Large Single Loop Cable Tray Mounting-Clip. Zinc Plated Steel " -- Cable Tie TC1029L not includes Cable - Fray Mounting dip for material thickness from 1; C Part #: TC1018C - 100 /pack ' to 1,4 (1.6 - 6.4mm). Part #: TC1018M - 1,000 /pack Part #: TC1020C - 100 /pack Cable Tie Mount . 1/16" (1.6mm) Cable Tray Mounting Clip For environments between 0° to 180 °F ( -17.8° to 82 °C). For material thickness 1/16" 10 5/32" (1.6 - 4mm). Use with Small Single Loop Cable Tie TC1018C /M and Shown with Nylon Cable Clip TC1012C /M and Cable Tie Mount AdhesiveTC1019, not included. ; Push Pin T, not included. May also be used with TC1013 Cable Clip TC1013C. Part #: TC1017C - 100 /pack t• Part #: TC1021 C - 100 /pack Cable Tie Mount Adhesive ' 1 5/32" (4mm) Cable Tray Mounting Clip Use to secure Cable Tie Mount TC1017C to surface. For material thickness 5132" to 1/4" (4 - 6.4mm), Part #: TC1019 „, Shown with Nylon Cable Clip TC1012C /M and Push Pin TC1013L, Cable Clip f;, Part #: TC1022C - 100 /pack Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C). 3/16” (4.8mm) mounting hole. Use with Push Pin TC1034Q 1/8" (3.2mm) Universal Mounting Clip or appropriate screws, not included. For material thickness 1/8" to 1/4" (3.2 - 6.4mm). Part #: TC1012C - 100 /pack O Shown with Nylon Cable Clip TC1012C /M and Part #: TC1012M - 1,000/pack Push Pin TC1034Q, not included. May also be used with Cable Clip TC1013C. Part #: TC1023C - 100 /pack Cable Clip .,, Zinc plated steel cable clip with 4rnm) mounting hole. ,. 5/16" (7:9mm) Universal Mounting Clip - Use with Push Pin TC1034Q or appropriate screws, not For material thickness 5/16" to 1/2" (7.9 - 12.7mm), included. .®'" Shown with Nylon Cable Clip TC1012C /M and Part #: TC1013C - 100 /pack Push Pin TC1034Q, not included. May also be used with Cable Clip TC1013C. Push Pin , Part #: TC1024C - 100 /pack Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C). Att Secures cable clip TC1012C /M or TC1013C to Beam Cable Strain Relief Connector Clamps, Cable Tray Mounting Clips, and L- brackets Required for all ThermoCable penetrations through the through 3/16" (4.8mm) mounting hole. ,,,,, wall of a J /ELR Box or HDJ /ELR Box.. Part #: TC1034Q - 25 /pac Part #: TC100 • .. ' ' • , F , ..... , . , • ... .. N, INC. , . r DETECTIO FIR -, ,,,,,,„,.,,,„,..: - • '-'. ' ' . ;$;:'• .0.1p . --,',,;*. la Ili , 4- ..- ; ;•.•,!il ,..: ,:?§,i94'•'7. .71-'•JA:d. .•f :' ;,,- , ..•••:fil'f;; ; , tb.,„ ' ' . f . '; •-•-.i.:.g. ' ''': ' :','''; ' ,41i-i '''''' t ' - '*':::'•'3';':''''''' : ',. ,,- ,- ..01%,......2„.. :. . A : -\<.54',:‘:1,.',:::',`.---,-,:,,,i .-: .-....,,,,,7,,,,..;==;',.::;,?•,:::::t:4;:.:•‘:.....5,.;:i;,:•=k):.?7,::':•,76.-•..: -61':-.,','.,.',P.,..",--:::.:•••.:•,:::','•;-',4:z'qt4:::-..,:.-:':'"-•..:.•,f i ' Ilk I 1,1E,(1:::(:P-1:i.;3:',:i.,:•":ZT: ",-„,,,;,,ii?,..x. ,..-i, ,„‘,,' 1 pr , :,,,,,,7:. ,,,,-,,,•-•., ',.:',,-.:::::::::,,,,:,,,•.:,•:,..:,,,,,,',i:-.::..,.::::,,:',...:,:-..:::::-.',,,,:. - .''','...:,•:•,:ss..•:::,,:,•ri ,..,,,,.,:-..-..!,'77.7,,,..'"•::;,4:f.,,iii :-T40 ,-- , , ' ...„ ,..-.i ,.:::-.-,-C1'::::,.-.•';;:.';..,.,',...:,,':.•..- :::•:!,-;,'J',.''',..,•:',...::,!: ':: ' .:•:••••::::,::;:''-, ::::: .-::. - - ' :',-..,',..','‘..:.:.';'„',<,i•:::,,,,,'?'''''''''.!.2,,•,,'•,,;.,:,:: '..,,, ,,,,e1-;,°::•,-3,,.::,,::: -:',-:-.•:1',..7:::.;.y,:::..;i::,,.:',1:::;:,,,y;:,-,5;:,:',1.'•••••,::' - t? • :.: ,:,, :.,..,...:::':,,,,',:-' , .. , '.,, ,-,,,7',:‘,,,:...::..,,_,..:!-: :,.:,:,,,,,,.,:,'•A'. r:It.::::w:',.:,.,--•-;',:i,,S.::...i::•.:;.:',,,:;..','c.,..A',.'"''',;',.:,",'••-••.` ERAI. r, ,17-42::„::-..."...:.-::.,,i,:-1.,i-: • ,,,;:,,,-,,r,..4',6,i'?:i',,:-;.',...:-%.,,,:„:,.‘,:,,,.::•::::.,,TH. - '' •-' '...,.c''.,,,-,•.,77-,7.•-:' •', ' „:::......:i''..',..:, ''.'''','&44:..- ',54,'''tkil.5",vitilk-haf,, , -',,Ak•:)k,',',',,,,,3-,:,t,t,-:',.,;:?‘::1,,,,,,t$-,;„,,,I:,,,,,3, • ';,-,,',,N::;.,•,::.,;,-,...:'-',,"s „. , - ,,, .,'„,::::.'c'1,'''::: „, :. .--',':::::::;,.:',,,,,,,,,,,:,,q:-:,',:.:,,,,:::.',.:::,!:'.',1::::', .*lk U '''''''S'''''';?..:41‘,.,,' ,,Y,,H,07•19:i.': -::::,7'.:,,":,;"1::-''''';',.::.,,.,,i,2,';,;..,',.,,:,,:;',:,:,,,:::,s2,,t;,4:',':I4',.-i.:::. ..„, ---r, ,‘,..,.,s;44:2111#14t.'t;11,;,7i,1,' 5,,‘'.:',,,,t,''': ;' '''A' •",,.,,.,,;• .;•,',''',',''.,::::.A,,4`4,;.,,5-i,':',',,:.,:.:':',,:,'e',:',...•.:,',,',.;,:;',:;,-",...,,,,,z,:kt,,,_h!„111,;*=,4',‘,,,,,,'.;,',',R1-,:,,i;e.,'-,44,,,?sg,,':,, ,,,l',..i‘,•!::,:,'',.,:,:,'•:,'Z',7',Zt,'-,.',,',QZ,''.,',',';';'e:.'':'-;',.,".',i'tf41,P14'':-.',4. '.,t''',`,.,':.':',1::::',''!•''''',,',',':.',',,:.,,:.‘4.•.-,'X':•;':kli,4_•',',--:t,,:,1'41,',.',•.:''.',:....0"4 „. ,,i':,:r ),,;•:,;,,,:':'*::,...-,,,,.•,', _ !.,..,,',''...'..j'i:::''.,,,tf-isiiii'','4',Otf,!,',.''',f':::,..l',.:::,,:::iik.,PK91,1''1;,;,;,,',•:,l'''''',-;:i41',FP,''''' T•:,''':' ::','..:',,,,',„.•:."':,,,;',...:::'',,,',,k:'.:::;';,-,,-',..•:..,:',':4—'—'77:.•:' r-------i 0 .111? 5:1 , 16,4::•:-:'L'.:'.,'-':-..ii..:A•:,.--,•1 4 ,:. :'".•:'.,:,'.'f.::,•:::.::...:,'.:,:,.:::.,:;.::.••••p .,,..170,4.,-,,.,...,.,-;,.::,,,,,;,....4„...,„•:,,,,,,,,,., .........,........... ......,... ....„..... . .',,,,;.::::::,.;..',:.•'•'.'- . ,., utt I ',:, ,' ''- ,;,,:;,'" ,',,,,,,i,"::',,,,,'',';::',',,7.:1,-,-r•-..: , ,s„,„,,,,,,,, spig).. ,•,- , , , ,,-, , ,:'„,,,.,:-,,-„,:,',:::::,,''':::::::•=,,:',i,';',4-:,,t,',;',i : 1 ,',''..,,.;,,,''.::::,'',;',,,,c2'','',..;,',',...',•,:',.,,,,,',:'',U-,-,Z.1-,:',,,:k. ..' '''" , , , - .. ,.. ,-„,•,,,,i,,,,.,'.2,:,i.,;,;':,,,"...,.:,;:,',',,,,i?,,,,,,,,,,,'„,,,,,:i,:.!:,,,.:::!:''!::t.',,,,;:!,:‘,,,,i:,;!;!:!!:;!,,,i.,,,',!:::,1,,;:;.:?,,I...iiii;,;:i......,,,i,';:f„.::',... TR 1 --------- 1 ',,..:.,,,':•,'-,:''';'i,,:',''',:,:•ii-,:,:.,..-•,.•:,:::,-:,:::::.•,•:-•:•:::-...,,,,,:',;,,,,,,•II I ,./ ,47,,,,„,.,--,..,,,,,,,,„,:,„,,,,..,,,,„..,:„,-,,.,„,..,..,,,,,,,.•:,,,,,,,,,,,,,,-,,,,..,,,,,,,,,,ly,,,: . ... , • .......,..,..,.. .., . , „....,._,...„ :::::-,,-,.,.„,-:i,'5-;.„ .,, ,,',..::.,,'..,,-'.f•'.,.<,-.':'.,,.-„,,f'*q::',,:,.;...,..,.',:'''Ivt,:p:-.4.):',',,',1',':','-4f,,,,,,:i: ,,,.,..„,:,,,,,,,,,,,,,,,.„..„,,,,,,=:,:„..„.:,:,,.•••• ,..-„,,,,;., •,,. ,,..--.7:•'.., ..',.;•,;•,::,..:•.,•.,•-'...::::::....•.,..•.,::,,:::::::::::..:,.,,`..,:-.0-:.',:x..-1'..;::::::,-,•.:,;',.`‘:•:-..,:,.??::::,•".;,:tii4:?i!;:' ---•-''';-•N'''''',''''4‘'••":‘,7'''''',','-"';'::::••'•,..'''":,',",,,:•'-''•:::::- '• tri-••P'17 77.•...1'7.'::;:,...s.:-,::':,:i::*:'4-•:',,,,'•?!•':'-':::,,,,:...-,;'`.'•,;,,..,.'4•.',14-.f".•,,,..,:,,::,.;:.,,:::::-:4,:tr::..4,,:::::::•.:. :t.'4,'-',:'.:,.:::•:'....,'•::,:. 4'''' ,.._,......,,,...,,,„,.,,,.::,,,, .,,‘ .• ,,,,, ,...);:.;,...;:,...,::,,...-.,•:::•:,•,,-•,,„: ,..-..:%.....,-;,..,,•,,..‘i,.:•.:k•,..,‘:.4Z:',::':?!.;:',.'fi';',:';:,::,:i:,,i4;•:Ika, ''::::.:'.:::::::::,,,..'•:1;,'".::':.'-',.:, _ ',,: ' --:.':'.::::::::::::::•.:::','::::';''4'''''''''''''''''''''''''';:i:':.',.;.i'f4;i0$,'',",t,ilt1:;'&:::i.' l',:,,,:,.t.,:::..,:!•-„i'..••••‘....-•);::.,!::,:'..::•..::::'•:•,':...,..':',.:',,'•••.'.:::',.:.,.'• :' ,.,.,•1'.;,:, .-‘:...,,..:::.,'',',•,.:‘•,•',-•,-;-':,.'.':-..-..1,,• ....:..•,:',,,,:,...'.1.•••,,‘;',..:':,:'',...:.,:.:;.,',;',k.:',:.,:::',;::;.:,?::::!.;!.5.:x.,,,,,,,.':::•.',...;-;:-, ,.,,,,,.,,,.',....',•;,....„••,,,:•.;:n:...::::::,•,,..,:•::::;',:.•.,', ..,, .,.,:.".....;',',.,•:•,•';‘''::.. . •„.,,,,,:::::,,::' •.:'‘::•:. ,...'...•:;,.'",;;:•.:'::',•'.'s:.•:::,. •..',;.:':.•.•-..f..,:•:;.,,l,:i:•:,,;',.>-.,3,;.:•-;,.:, ''''' '.,...':;••'1'.;:::::::i,..y..i,.':-:...',,'•:i.:,i:',...•.,,,,-.•••••••'4.::•,,,,:':.7 ::',,:.,,. :', ','..:. :•:,.,'‘,,:: :..::::"",:- -S.-. ,2•::,'-'"' ' :.',:.•.::''..'',".';'..:',.,,.:•.,,,..:::'..:..:.:•''-'"•.,.-i.,,.'..'.:::.,'..::: . --: Ch7111' 41 ; N R E R mEM— Detection, Inc. SAFE ute Dis 02009 SF Fire De. ' [Pub. 4: M-1200 v 1 ' r tributed by: € i en z a R>� # � v sue• , ' u , 04' b � ts + ° y 3' y \ � �� .ti .4. } , - e„ 1 - ,,,',. 4 . , ,, ;$2 k1/4, . 1/4' - ",....: .4,.•11..1/4',;,..,.i.a .,'4. — Y v � a � y au 'k� i 1 a'ti Engineered System Design, Installation and Commissioning `" SAFE Fire can provide a Turn -Key fire detection solution to power generating plants. This ensures the system, including its design, installation, and commissioning meet the requirements and expectations of a facility and its engineers. Testing Evaluation Design Installation Commissioning i;,„ I CD Based Training Programs 'K Comprehensive Training The CD based technical training program provides comprehensive training and may be --: m used for future reference. Each narrated CD training module discusses system , �• . ...'•: components, design, installation, service and maintenance. Design Service _, _ ° L earn proper desigr, techniques • of ientafoon I ■ instaitatton • Design applications examples mac t • CAD examples i • CAD components I ' Install p hotos j Completely narrated _ __ Simply tr CD ' `^ • - Winaows�.cac ��r� atble aining •---- - -� • Certificate upon completion t e ` ine, A, . r` n rin is w F € � , ¢ a 't ^ I g.� ,. \ v�, N � .n V s E ngineering Specificat and General Information via our webs Construction Specifications Institute (CSI) formatted engineering specifications in an editable Word'' document, and other general information are available by downloading from our website or by calling our office at 704 - 821 - 7920. www.SafeFireDetection.com ThermoCable Application Guide I ` Sales and Technical information in electronic (pdf) i format for easy emailing, viewing, and printing ' j z "- ..r, „,,-- .. . Cut Sheets i ( p 1 °-` Technical Data Sheets in electronic (pdf) format for easy emailing, viewing, and printing I ”' Courtesy Continuing Educat rg Engineering Specifications Modules <Available For Editable specifications in Word` format Engineering Firms Z o d * S l to ''• '� > � ,§ �� ; : "ten t 0 h Arta �e� s ue •, °,,, -. .a w 0.,R 0 010 0 Double Loop Cable Ties L- Bracket, Zinc Plated Steel ` =m` •�, • • Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C) • For suspending detection cable on or around equipment. 1/4- • Fits 3/4" - 2" (2cm - 5cm) sprinkler pipe. ; • Use with Nylon Cable Clip or Zinc Plated Cable Clip *$UV•? °°° secured with Push Pin. -, Double Loop Cable Ties � :. { ,,,\ • Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C) Cable Tray Mounting Clip, Zinc Plated Steel �` � * _, • Fits 2W - 3W (6cm - 8.9cm) sprinkler pipe. ; � • 1/16" to 1!4" (1.6 - 6.4mm) material thickness ° ' Large Single Loop Cable Tie r *' • Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C) • Cable Tray Mounting Clips • • Fits 4" to 6" (10 - 15cm sp pipe • 1/16" to 5/32" (1.6 - 4mm) material thickness • 5/32" to i / 4" 4 - 6.4mm material thickness VI Support Therm using S Single Loop Cable Tie ( ) fastened to L arge Single Loop Tie. t, • Use with Nylon or Zinc Cable Clip and Push Pin as shown. Small Single Loop Cable Tie Universal Mounting Clips `'�: • Black Nylon 6.6 rated from -40° to 185 °F ( -40° to 85 °C) L . , • 1/8" to 1/4" (3.2 - 6.4mm) material thickness LI • Use with Cable Tie Mount or Larger Single Loop Cable Tie. • 5/16" to 'A" (7.9 - 12.7mm) material thickness Cable Tie Mount • Use with Nylon or Zinc Cable Clip and Push Pin as shown. • For environments between 0° to 180 °F ( -17,8° to 82 °C) Push Pin • Fasten cable to mount using Small Single Loop Cable Tie. • Black Nylon 6.6 rated from -40° to 185 °F (-40° to 85 °C) Cable Tie Mount Adhesive • Secures Cable Clip to Beam Clamps, Cable Tray Mounting ▪ •, 00 • Use to secure Cable Tie Mount to surface. Clips, and L- brackets through 3/16" (4.8mm) mounting hole. Cable Clip Threaded Eyebolt - Zinc plated or Stainless Steel • Black Nylon 6.6 rated from -40' to 185 °F (-40' to 85 °C) • Use for suspending ThermoCable with or without Guidewire. ` • 3/16" (4.8mm) mounting hole. • Induces one 1/4" -20 (6 4mm) nut. Cable Clip Locknut - Zinc plated or Stainless Steel Zinc plated steel cable clip. • For securing Eyebolts if needed. 1/4" (6.4mm) 001' • 1/4" (6.4mm) mounting hole • 00 a Beam Clamp, Spring Steel Rubber Grommet • to 8., • For material thickness up to %" (12.7mm) • Black Rubber Grommet inserted in Eyebolt to insulate and �i� • Shown with Nylon Cable Clip and Push Pin. prevent damage to ThermoCable. . Beam Clamp, Zinc Plated Steel Turnbuckle - Zinc plated or Stainless Steel �� , • For material thickness up to 7/8" (22.2mm) • Use to fasten and tighten supporting Guidewire attached • �� .;--� • Shown with Nylon Cable Clip and Push Pin. "4 to ThermoCable for long suspended lengths. 4 u i a J /ELR -Box - Standard Cable Strain Relief Connector ,1/4c ': �c � NEMA 4X Standard Junction /ELR Box. Requires Screw � Use to seal and fasten ThermoCable when entering or Terminal and Strain Relief Connector for installation. exiting a J /ELR Box or HDJ /ELR Box. Helps prevent \: Dim.: 4" x 4" x 2' (93.5rnm x 93.5mm x 51 mm) # corrosion from moisture and dirt build up on connections. M0.0 „Mt " Available in both Zinc plated and Nylon. r HDJ /ELR -Box • Heavy Duty NEMA 4X Heavy Duty Junction /ELR Box. Requires Screw Screw Terminal Terminal and Strain Relief Connector for installation. 0 ili. Two point Screw Terminal for all ThermoCable splices and Dim.: 6" x 6" x 4" (162.6mm x 162.6mm x 102mm) ' connections in J /ELR Boxes and HDJ /ELR Boxes. Splicing Tape Low Temperature Splicing Tape,.. Sealant Tape Use with Screw Terminal for all' a. ' Use with Screw Terminal for For indoor splices in addition to indoor ThermoCable splices when indoor splicing in low temperature Splicing Tape for low temperature not using a Junction Box. applications when not using applications when not using Junction Box. Junction Box. To ensure a proper installation and years of continuous services, only SAFE Fire Detection, Inc. approved mounting and connection accessories must he used. • t • - S -----,-• - .:71?,;',.,t-:.:,...?(.."%'7:7-'7`;',..! - '.-. ' ■ .,111--'-- , .., ''.4 7‘ ';'''' ,, r;',,...,., ,11`': '''''''.4'.'-4?-' °*lr'''''gk■i''g''''I ' - 1'7* 4$1.'.1 ' ,,-,,."‘, ''';i ' ' '' '410 „WS ,A1... ,,,,q,4.'f*,- 1 i ', -- -, ,,, -:.. 4.. :-"•,''''' ...,.!„..,,,-,7,:kt:;,,,,, kg'sf '-,.:'''. Z'.;:,:,:;t:-,4i;;:-..,U,ilitairtflte.f-ti. „ , .,-- ..,,,,,,,,,,...1:1;.',--,:it.7 ;4-',‘%....,.:--A,A,7,4' , ....-,'-',-,77--,:,- `..''-`,-.7'77:--''-'‘,‘-','.:k:fii.k4,ti''''.;.::,:i12',:':',4;i4;e•CAi.~:k.4.'-;iRtett4L;Ot4'.' ,,, 2•-•:-:,-,i4';',....:''' ' --'':*7.7, --,-..:'!7;,1*', :.:',,,,i,'",,i,l; ',P. ''4"....'''.'i,'.,-;----427'.',.11,., ';''‘..,1":''.,'',1-'-':,?',.4'''''‘e.;k"7.,,'-''',4'''.'''-'%?:‘'''-'z''.‘",'t:‘-:-1;.•''''.4;:''''''k'•t:!,',;','It4ititti'l'-'441;14'''il'i ''''.''''I''''''''''''' ,.. . !.,, ,:‘,--..,&. .. -,,,,,,„..;,,,,,....., ,,, -,,:,,r,„..,,,,:,„‘„,,,,,,c„,,.,,;„,..,,,-,7,..,,,,„..,-,',,,,,,,:„?„:„::„,,,,,,..-„,-,,,,zi,,,,,k,t,,s.‘z,,,,,•,..,‘,,,,,,- .,‘Alk ..,--,, ,,...-:',.":,--,'•:‘,.„--.,"'.,.‘,;.,:,'",..--,.'T'.''.- :'..-',',-..';','„,','. .''':-.:.--',.,-.‘S,'‘...,‘,;;,`'..;,,,...,..,,,,,,- ' ,,,,,,,,,,f..-',. \'' -',-.;'-..'"•,',:.:‘,-':-,,,:c.-.'',".:,'„..=.,‘,',---,:::,:,‘'''-''',',:'::, '.'"' ' - , ,,,,„,'„,,,,,',,:,:,.?,.:.,A'„,2,,,,:;.-,,-,:i)y.,,,„.:',>.::,':-:-„;.,;,,,,,,;,,,:' "::%-„,,,,':•,',i,---::-,'''.;,. ' -,' '-"''' ,,.., .,,,,,,:,::,,.'.,:.;„.;,‘,.','„‘,--.::'•..-..,.,'„,,,-,,,:'‘.,:;',.-:,,'.::::-.',:.'",..-. .•'1,:::,.:,,',-'-'''''-' .<,S:'.•:::.,'.,t4.',sr...,:',',;-:,',',...-,'.;';'.:2.,,::,,,:,\:,,i,,,,,,'„'.-:-,,,,,-, ,- - . _ ' ' mrskg ■ .,,,,41111111111% la 14bik q 17- ggimuloi 14' ar = '14=4% • , 11 i .., 4......,„ - - 40 k‘!"fri• , ' • . . g Awdhdirch -,.._ I ' ' 4,1',. k.:', • ,:; -- ,-......„„ ,,, u ld s e in ntify e•••—amas 'ial -.-- „:--- ,,....--- --- essable r°w — Modules -,,-. -r-,7-i'''" : '. ''' JO Pt.11` i• I . ' r rop,,,,_ apt [ a ii.1 Ilik s-- 111.--IF1 am 11' al' . I I ' : i l l 11111 Ai l kr : ; Ill 1:\ , 11: rk r 44 i I Iiiih 1 I ' / . oA ls!Iiii- 1ilii ,,.,-•... --zi,,iait., .,.0.--ve' .,---......t.i.t ;kit'.t / ' ' ' :,Iii#1211111117','Ifi,47,',.' , . '. ,, I,A.,,•-4'. Ell tlik,-*-i:,;i' PIZZ4'04011i,:.,:fki 1-; tt,'% kik - ..,._., . ,,...... - ,.... . - , .---- ..- ..,-.---, ::,',.-.. ' --1--,4-,,,,,A*4.,,ftz:,;,•.--..41%,..',.,,z, ..4..•,:...t-4,:.,,,.-,- 7q PA '', , t r..' % itj .: " ........„" -.....",_.,..- -- ., „ ''','F:',1-.Z.1.Z.--\4111,a,f-ltta.z.ltklii,N1'..■".';',cik,. , ok ,• ,-,.1,•.;,:.:7,444i;,, - -,, "--4,--,.1,--,,,tt,,a4,44"47,‘"itti,Nitk '1,,,,•-t-,:1,"-- - ''''';$4- • :•- ke,''.--!:',4';:i$11011-lizillk, 0*,, 14i-'4•• -'4i,'''4'--•'-'''''''' ' .... , • ,,... .: . - " - • L. - - --,----,-,,, ------ - - -- - ,,,,-„, „ ,,.,.._„, ,, - ;....„, ,..,..„, ---',..,..-, - a , ---.2 - ,-- ..---,;. - - 1 , ..: ,,,,,,,L------ . - , ..:,., ..-r.. -1 ',...,:w: * - ., . ....- .,,, ..,- -,,,,.,„ A.. \ ,.., ‘,_ , p I':-7. : '• : , ' is Tunne „,..„,,,... s and Rack ..--,-„.. - 1‘ , ..k... Rae Storage ”- orms Valve Benches Platt Wet Bane tforals Station we ' 'hors Pia Train Off b h Rooms Trae- Parking Decks Garages . Bays Pipelines es HGV Engine t aks Motors moving Sidewalks i.'4i.i'!;;(;10":"..T:ti,1#.;q.:"Iii:;:?';',5'qk \'''' ' ','.i: ' '''''''''i''-':,-..:';',i1Ptit‘i'Zi.ti ''''''S.,:. fl,;t;k.!,Az ".'Z't ''S' ''' ' , - ''',. '• ::;-: "4''''*•40:1ti \•';'' \ 4 \ y \\ *� it's 9 y X 1, 2 s R E ' -. fir i When azard pa, kia0 ThermoCable used for is available special h with several outer - jacket options. A UV resistant Nylon aplic tions outer jacket is extra durable and suitable for harsh industrial environments and outdoor t applications . A Polypropylene outer and jacket caustic is �`�`\� used chemically harsh �� `z environments. e Guidewire r ` � (a stainless steel Th wire rmoCable wound with around the ThermoCable) is I I � . distances up to 250 ft. used (76m ) with easily support t a 15 ft (4.6m) intervals. 3 �H�I� Nil. <4 1 which rollers ,,,,, , by Identify using Addressable e Modu roll les s t . :� . � .tom .. { ti � _.. is "� ��vv �� C n �% 4 7w 1 4 'a r r �E j E 1 I 1 [ F E Aircraft Hangars Bulk Storage conveyors Engine o partrt eats Baggage a e Handling a al T r ys Cooling Towers Escalators Bridges and Piers Computer Rooms Elevator Shafts Fuel Storage Tanks � � �� < � �� t+ � Nays � � � � � @ , �C �-� u �if i '. a -� i I ex •� , .r �- _ _ ((( To Next Module Your addressable fire alarm system has many life Addressable Contact Monitor Module Ge ia safety and economic advantages over older style conventional systems. Addressable contact monitor modules each have a unique address which can identify the zone in alarm. A Distance i F -, � . Addressable � 3 _ Locating Module may also be used to pin -point the Fire Alarm Panel !? ;• exact location of an alarm, or trouble condition, I along the entire length of the detection cable. I ,.,, By incorporating new sensitive thermal polymers ti and advanced alloys, our engineers were able to EtR reinvent traditional conventional linear heat 11 detection. The end result is a new sensitive and low impedance detection cable compatible with — r Single or an �``= addressable panel or module. Eliminated was g Y P Double Interlock k_ the need tc i .j a s pecia, pane: tu, . t , kk 1 , . your linear heat detection. � Releasing tou \ y a NA Leader Wires Run in Conduit , : ,. ThermoCable is a new sensitive and low j impedance detection cable compatible with any (I new or existing conventional fire alarm panel. KAM Simply attach ThermoCable directly to the zone ,� connections located in the FACP, or run leader wires to a Junction Box located at the beginning of iJ 1 each zone. ThermoCable can be used for Conventional repairing, replacing, or upgrading any existing F ire I. i A larm Panel I;I system which are wired in either 4 wire (Class "A') s S I R 1 E R or 2 wire (Class "B ") configurations. 1 ? , SAFE has eliminated the need for special proprietary E � t , i£ panels, now any approved panel can be used. Single or Double Interlock ---7, �n! rf Releasing K : � °+�- s l ;� : '. :,� ` x `t g r : v s- t ::11;:',,,,,,,,71' a a .'K` , i sa t , s ' . ' � � s � i ''� 'L" Q: ,.a :. ..— ‚ .' The Techno t LHD: Linear Heat Detection, as illustrated below, is Behind New LHD �0 F easy to design, install, operate, and maintain. A tom, typical system begins with any approved conventional ThermoCable Linear Heat Detection (LHD), uses advanced polymers and a newly developed alloy to v or addressable fire alarm panel A ThermoCable av provide exceptional detection, durability, and design x Distance Lo Module may be added to identify flexibility. At the core of ThermoCable isa twisted "' where t the overheatin condition is occurring. Leader g g. pair of extremely low rests #ante, tri metatti favi wires are then run in conduit from either the panel, an conductors which are sheathed in new advanced addressable module, or the distance locating module, ak thermal polymers. These polymers are chemt"calty engineered to bre d a # spectftc to the beginning of the zone. Conventional panels own - temperatures allowing the, twisted condu rs t fi x e d f9 o must run each zone independently. A NEMA 4 make contact and initiate an alarm F r Junction Box houses a Screw Terminal which connects the leader wires to the ThermoCable. The Tri- Metallic Cora • Ste - Provides Tensile S tren g th ThermoCable then exits the Junction Box through a , E -t • • T Co om p : - per - lncrease d ctry uiy ' ResistsC r „• moisture proof Strain Relief Connector which seals i the box to prevent corrosion. Approved mountinr. Thermal hardware is tier. used a' 3 tc S f: (' - 1.5 inteomale •Advanced Re Polymactant ers Provide Sheathing: to support the detection cable without restricting any » _ / T enverature ; Spe ,.. ,, . , .,ton . movement needed for contraction. ' — PVC Outer. i ( - Chemical Resrs a Several styles of mounting accessories are available t1V Resistant1z which are designed to accommodate different types of ' A for Outdoor- 3 hazards. At the end of each zone, the ThermoCable Whe .'�,.t� Or ly il. $ .P:2Inm) me Diater e is terminated in an ELR -Box using the end of line FleKr blearasytnsiatlatron � resistor supplied by the panel manufacturer or looped +.Contrni4ailiCebte`l erigthsupfa 3 coo ft` 915m back when using a 4 Wire (Class "A ") configuration. ��. . ,� �? . �,.fl �... Typical ThermoCable LHD System: 3' - 5' (1 - 1.5m) Mounting Optional Distance Strain Relief 15' (4.6m) when using cuidewire Strain Relief F Locating Module Connector Connector " Displays Distance in 1...-,-::4-1..;-:.... ; Both Feet l and Meters rr k {t j I ELR -Box J L Screw,Terrrrna6 _ End of Line Resistor f .- - Junc Box Heat generated by a fire causes thermal sensitive polymers to break down which allows the internal conductors to make Leader Wires To Fre Alarm contact signaling an alarm Min. 18 AWG Control Alarm or Module Max. 8,000' (2.4km) Note: May also be used in a 4 Wire (Class "A ") configuration. t .w '''Z',,,... � ' Y . fi s �a 't i: a ;: a 2 �� Z j ,�mac . • � Y d ,az ,� ,, \ ' � ? z � � r y a. . "" tc 3x a ThermoCable is listed for spacing up to 35 ft. (10.7m) between parallel runs, half the listed spacing from sidewalls, and .7 times 1\ the listed spacing from corners per NFPA 72. For installations 30 ft. (9.1 m) or above, half the listed spacing is recommended. A Listed Spacing Area S.acin• Temperature Rating UL, C -UL -US FM �7x 17'6" (5.3m) 1 155`F (68 °C) 35' (10.7m) 30' (9.1m) ' 172 °F (78'C) I 35' (10.7m) 30' (9.1m) i 190 °F (88 °C) 35' (10.7m) 30' (9.1m) 35' (10.7m) ' 220 °F (105'C) 35'0 25' (7.6m) i , 'half the listed spacing is used for ceiling heights above 30 (9.1 m) i "; CD THEp , , c ..,7,.,c-i. (i t/ It • L :� Compatible with ANY New or Existing Addressable or Nylon Outer Jacket (Optional) - Provides Greater UV Conventional Panel Protection for Outdoor Use and Harsh Industrial Environments than Standard PVC .. Up to 10,000 Linear Feet (3,000m) of ThermoCable May Be Used per Zone Polypropylene Outer Jacket (Optional) Provides Multiple Alarm Temperatures May Be Combined on Greater Protection for Chemically Harsh and Caustic the Same Zone Environments than Standard PVC Can Detect Heat Anywhere Along its Entire Length Guidewire (Optional) -12 AWG Stainless Steel Support Wire Attached to any Temperature ThermoCable. Used RF Tested Up to 10,000 ft. (3,000m) for Long Spans and Supported at 15' (4.6m) Intervals Lower Material and Installation Cost Distance Locating (Optional) - May be Used with Any Temperature ThermoCable r ThermoCable Options • . . ThermoCable is available with several outer covering options for hazard specific installations. These options are available on all temperatures of ThermoCable. Nylon - UV protected for outdoor applications and extra durable for harsh industrial environments. Polypropylene - For chemically harsh and caustic environments such as wet benches. t GttiCleW Ire - Forspanning distances up to 250 ft. (76m) with supports every 15 ft. (4.6m). L., .. 4 p 1�' ,, ,-gz. '-, . a • ti _ x1r 1 ' E H rtrIHY ThermoCable Linear Heat Detection (LHD), uses 4� V. advanced polymers and a newly developed alloy to Temperatures: :�v. provide detection and durability like no other LHD `' y. cable. ThermoCable may also be used on ANY new k 3 , t` �, . t •5°F ,,,,"_„10 ) t f ' or existing addressable or conventional panel making +"; � ` t s ( ° °�) it the cost effective solution. Mfr # v , At the core of ThermoCable is a twisted pair of I' ° `O (� extremely low resistance, tri- metallic conductors, sheathed in new advanced thermal polymers. These polymers are chemically engineered to break down at specific fixed temperatures allowing the twisted conductors to make contact and initiate an alarm. L The polymer used for the protective outer coating of ® c ® US ThermoCable is chemical resistant and provides UV protection. This allows for ThermoCable to be used CE it an extremely wide varietj 0' indso' anc o.J1dpor APPROVED installations and hazards. An optional distance locating module is available,ST H! which can identify and display the exact location of A) M EA ��z the overheating condition in feet or meters. You may L 4. also use addressable modules to allow the control �•` CSFM panel to pin- point and identify the location at.a cost far less than distance locating. Registered ISO 9001 Distance Locating r The Distance Locating option, available for SAFE Fire I 1,, '717 ; k Detection's ThermoCable Linear Heat Detection, allows i i'"t'" nr, i you to identify where the overheating condition is i,� , ._.._... 1 occurring anywhere along the entire length of detection I II Thermo E cable in a particular zone. Distance is displayed in both `.. 1 I feet and meters. Part Number: ADPL -Z1 > ,. e wu. F y ,4 - ' h 3: ` ' c %,: , + ; ; t For over 50 years, linear heat detection has been the choice for industrial applications around the world. It has provided the industry with a tried and true method of heat detection for conventional fire alarm applications. Today's modern facilities require advanced fire detection technologies that are both addressable and programmable. Our engineers took the concept of conventional linear heat detection and incorporated the latest in thermal polymers and advanced alloys to produce a new product that works directly with your panel. There is no need to buy a special panel just to monitor your linear heat detection. These advancements make ThermoCable the best choice for use with any approved addressable or conventional panel in any commercial or industrial environment. • Now for Use on ANY Addressable Pane' - Just Add an Addressable Contact Monitor Module Compatible with ANY Conventional File Alarm Panel 4 i tea. k t Up to 10,000 Linear Feet (3,000m) of ThermoCable per Zone Therefore Tested up to 10,000 Linear Feet (3,000m) Longer Spool Lengths Available CZ Lower Material Costs F Less Installation Time No Expensive Linear Heat Detection Panels to Buy and Maintain tAwt tkk z a � 7 # m ` ,' a .r�.., r i iii1Ii \ ,l z SAFE Fire Detection, Inc. is the innovator in � 5, providing new state of the art detection products, protecting comro to fire, smoke, heat, and panies water. f m Our new roduct , mo, volutionized wo P linear heat line Ther detection Cable (LHD). has re Linear heat Y detection is now Addressable and able to work with today's modern fire alarm and pe more This installation . SAFE will save has you built its thousands reputatioon n on ondin en c 9 g We combine utsta extensive ineered indus tion knowledge solutions. g with solid technical expertise to help our silents safeguard their assets. ' SAFE Fire Detection, Inc. is 'committed to plb a providing the best customer support in the • . . „.,,, industry. This provides our clients with the ' k satisfaction of knowing that their valuable' c ,,, assets and business operation are our "s r j greatest concerns. This trust has been earned through 35 years of proven product i it,,,,e...,* reliability, dedication, and by providing ri* t_ unparalleled detection, helping safeguard v, facilities around the world. Ill 0 ..... ' ..,,,....r_soktfv • adgikift .g.''' APr ' -''''''''''' ,, , -' :. 7 ::,,,v 3 V — V T M \\ d \ �\ b F .,,,,, .. .,. ,. ,„ , h , \ ,,,.,:,,,l,..:Ii.,.,:x.?,,,,„::,,,;.,..,,,,,,,,,,,,,,,,.,,,,..,is,„...•:...;,..,,,,...,.;:••:,.,,,....-,,:,•,,,,::::•_:„..,...,,,..,,.. C .�\ • - N . -'- ; i \ \,,. _ Wit. �� - f 4 V \ 'FIRE DETECTION, INC. • MAIN FLOW LINE ` O 1 - -:_ Il � 1 ....... I 1 I�1 i i ._ ✓ 8 s rte ___r r Y _ -_ — FLOW O l — — 1=1 1 --1 _J — — BYPASS LINE \7 AMD1 • I / MAIN LINE FLOW - ` ^ r-------- ,■ 18 �� • i 1 B fG —, L-.J - _- FLOW O L 17 l BYPASS LINE AMD2 . Step 5. Open any valve connected to the piping system UL Listed and FM Approved (such as the three -way valve for the air gauge on the -�_ = c—� _ = dry pipe valve trim) just enough to slowly reduce the air pressure. Close it immediately when the pressure switch AIR PRODUCTS cuts -in and note the cut -in pressure. Verify the the cut -in Manufactured by: General Air Products, Inc. and cut out pressures meet the minimum design 118 Summit Drive, Exton, PA 19341 requirements for the system air pressures. Installation (continued) Note: If 'necessary, adjust the cut -in or the cut -out pres- sure. Loosen the hex -nut on the cover of the pressure switch and remove the cover. Adjust the cut -in pressure Model AMD -1 (Pressure Regulator) by turning the Pressure Adjustment Screw in the proper direction. Adjust the pressure differential (difference Caution: Care must be taken NOT to overpressure between cut -in and cut -out pressure) by turning the the system above the regulator setting when using Pressure Differential Screw. Consult Factory if in any the quick load line. doubt. Note: If necessary to adjust the system pressure, move Step 6. Close the bypass valve ( #17) and open the two the locking nut away from the body of the regulator and 1/4" ball valves ( #18). The Air Maintenance Device is turn the adjusting screw clockwise to increase the _ now in service. system pressure and counter clockwise to reduce system pressure. Care and Maintenance When reducing from a higher to a lower setting, first reduce to some pressure less than desired, then bring The Air Maintenance Device does not require any regu- up to the desired point. larly scheduled maintenance. However, it is recom- mended that proper operation and condition be periodi- After achieving the desired pressure setting, lock the cally verified as follows: pressure setting. Step 4. Close the bypass valve ( #7) and open the two 1. Verify that the 3/4" bypass valve is closed, the two 1/4" ball valves (#8). The Air Maintenance Device is no■ 1/4" ball valves are open and the air supply control valve in the pipe valve trim is opdn. in service. • Model AMD -2 (Pressure Switch) 2. Verify that the cut - in and cut -out pressures are at the proper setting, if applicable. Step 1. An electrical power circuit should be installed 3. Verify that the regulated pressure is at the proper set - using the pressure switch to control the compressor ting, if applicable. motor in accordance with the National Electric Code and /or the requirements of the local Authority Having 4. Accumulated moisture should be removed from the Jurisdiction. Consult factory for specific recommenda- drip leg on the air supply line and the desiccant in the tions. air dryer should be replaced, if applicable. Step 2. Close the 1/4" ball valves ( #18) and open the 5. The strainer should be cleaned. bypass valve ( #17) in the Air Maintenance Device and open the air supply valve in the dry pipe valve trim. Step 3. Energize the branch circuit to the pressure switch to - start the compressor 'and pressurize the sys- tem. Step 4. When the system is pressurized, the pressure switch will cut -out and stop the compressor. Note the cut -out pressure. AMDMSTR.2 09/20/06 the outgoing air pressure at the pressure setting of the UL Listed and FM Approved regulator, usually within an accuracy of 1 psi. The c—� — outgoing air pressure setting is field adjustable from 5 to 75 psi. If the dry pipe valve is equipped with an accel- AIR PRODUCTS erator, this method of air - maintenance is recommended. Manufactured by: General Air Products, Inc. 118 Summit Drive, Exton, PA 19341 Plant Air Supply and Air Maintenance Device (AMD -1) Design Data The plant air supply is mechanically connected to the trim of the dry pipe valve through an Air Maintenance An Air Maintenance Device should be permanently Device equipped with an air pressure regulator. The connected to all dry pipe sprinkler systems to avoid the pressure regulator continuously regulates the incoming possibility of false valve "trips" which may result from air and maintains the outgoing air pressure at the pres- small piping leaks gradually lowering system air sure setting of the regulator, usually within and accuracy pressure. of 1 psi. The outgoing air pressure setting is field adjustable from 5 to 75 psi. The minimum pressure in An Air Maintenance Device may also be utilized to auto- the plant air supply must be greater than the design air matically control the air supply to the piping system of pressure required by the dry pipe system since the air an air supervised preaction system or to the pilot lines pressure regulator will only regulate pressure down - of a dry pilot actuated deluge valve. ward. There are several methods of providing a constant and Installation controlled supply of air to a sprinkler system as follows: Air Compressor and Air Maintenance Device Model General (AMD -2) The Air Maintenance Device must be installed in the air The air compressor is connected electrically and supply line leading to the dry pipe valve trim, preaction mechanically to the trim of the dry pipe valve, through system piping or dry pilot system piping. The air flow an Air Maintenance Device equipped with a pressure through the Device must be in the direction shown by switch. The air pressure switch continuously senses the the arrows on the units. air pressure in the piping system and turns the corn - pressor on if the pressure drops below the cut -in setting Note: The minimum pipe size, is 1;2" diameter, although and turns the compressor off if the pressure rises.above 3/4" diameter piping will provide a more rapid initial the cut -out setting. The cut -in pressure is usually set at system fill. - the design air pressure for maintaining the dry pipe valve in the closed position. The cut -out pressure Note: In particularly humid environments, a DRYS TAR should be set approximately 10 psi above the cut -in desiccant air dryer should be properly installed between pressure. the compressor and the dry pipe valve to remove mois- ture from the compressed air supply. Condensed mois- Note: If the dry pipe valve is equipped with an accelera- ture that is allowed to back up into the compressor cylin- tor, this method of air maintenance is not recommended. der may cause compressor damage. Cold room / freez- The accelerator is sensitive to a 3 to 5 psi air pressure er room installations must have a pre - packaged Dry Air drop at a rate of approximately 1 psi in 10 seconds - Pac TM which includes an AMD -1. Consult factory for see AMD -1. correct installation procedures. Air Compressor with Air Receiver Tank and Air Model AMD -1 (Pressure Regulator) Maintenance Device (Model AMD -1) Step 1. Close the 1/4" ball valves ( #8) and open the The compressor -tank unit is equipped with an integral , , bypass valve ( #7) in the Air Maintenance Device and pressure switch that controls the pressure in the tank, open the air supply valve in the dry pipe valve trim. maintaining the tank pressure at a level 10 to 15 psi above the designed air pressure demand of any dry Step 2. Open the air supply control valve from the plant pipe system supplied by the air compressor tank unit, air system or air receiver tank to pressurize the system. The compressor -tank unit is mechanically connected to the trim of the dry pipe valve, through an Air Step 3. When the system is pressurized, check the air Maintenance Device equipped with an air pressure reg- pressure gauge to verify the the pressure is at the ulator. The pressure regulator continuously regulates the design pressure requirement for the system. incoming air (from the air receiver tank) and maintains (Continued) AMDMSTR.2 09/20/06 Air Maintenance Device UL Listed and FM Approved For Dry Pipe Sprinkler Systems, & __ & Air Supervised Preaction Systems, AIR PRODUCTS Manufactured by: General Air Products, Inc. Dry Pilot Actuated Deluge Systems 118 Summit Drive, Exton, PA 19341 Call 1- 800 -345 -8207 for assistance or visit our website for information on these and all of our products www.GENERALAIRPRODUCTS.com Product Description Operation The enclosed Automatic Air Maintenance Device is a UL The Air Maintenance Device provides a continuous but Listed and FM Approved assembly of valves, nipples, restricted air supply to the piping system. fittings, and actuators to automatically control the air pressure in the piping of dry pipe sprinkler systems, The activation of only one sprinkler in a dry pipe system, preaction sprinkler systems, or dry pilot actuated deluge will cause the system pressure to diminish to the point systems. where the dry pipe valve will "trip ", thereby filling the system piping with water. The Air Maintenance Device is designed to automatical- ly feed air into the system piping at the required volume Small piping system air leaks will be compensated for and pressure from an air source such as: by the automatic air feed provided the air leaks do not • exceed the restricted air supply. 1. An air compressor 2. An air receiver tank Technical Data 3. A plant air system (owner's air) • Model: AMD -1, AMD -1ALT; AM D-2, AMD -2ALT; AMD -3 When an air receiver tank or plant air is utilized as the Style: With Air Regulator (AMD -1, AMD -1ALT) air supply source, the pressure regulator in the Air With Air Pressure Switch (AMD -2, AMD -2ALT, Maintenance Device AMD -1 and AMD -1ALT automati- AMD3) cally regulates the air pressure to the designated level. Approvals: UL, FM The outlet pressure of the regulator is field adjustable. Factory Operation Test: 100% at 35 psi air (AMD -1, AMD -1ALT) When an electrically- driven air compressor is utilized as 100% at 35 & 40 psi air (AMD -2, AMD -2ALT, the air supply source, the pressure switch in the Air AMD -3) Maintenance Device AMD -2, AMD -2ALT and AMD -3 ? . automatically causes the air compressor to cut -in or cut - Ordering Information out at the minimum and maximum air pressures desired, respectively. The cut -in and cut -out pressures are field adjustable. Mfgr. Source: General Air Products, Inc. Weight: 7 lbs. (AMD -1, AMD -1ALT) The automatic air supply is directed through a restricted 11 lbs. (AMD -2, AMD -2ALT, AMD -3) orifice in the air maintenance device so that upon acti- When placing an order, indicate the full product name. vation of a sprinkler, the air supply will not interfere with Please specify the quantity, model and style. the operation of the dry pipe valve; by continuing to sup- ply high volumes of pressurized air to the piping system. Guarantee It is a recommended safeguard that a low pressure General Air Products, Inc. will repair and /or replace any switch and alarm be installed on dry pipe systems or products found to be defective in material or workman - other air supervised piping systems.. This will cause an . ship within a period of one year from the date of alarm to sound if the pressure falls below a predeter- • shipment. Please refer to the current price list for further mined level details of the warranty. AMDMSTR.2 09/20/06 -.MOM 111M INIIIIIL AM IIIIIIMMINIt 111■■ AM= Mil .....r mm■ INNICININg 111•1111111a MIN MINIIIIIIIIIII IIMILJ■I /III MS MOM *..., AIR PRODUCTS 7‘ i tie 7«ze r-zaeecomoo v*»mww»^/ll DAP Dry Air Paw ''eries for Critical Applications Where Moisture Removal is Essential . DAP Series Standard Features Include: - UL/FM Approved Air Maintenance Device - Combination Afterfilter and Regulator - Dew Point Test Port - Oversized Mufflers Hour '��N� � � - *too. APPROVED - Fully Integrated Control Panel - - *. loirit , - ��onmpact��irCooled Aftercoo|ar - Prefilter with Differential Pressure Gauge nm - Vibration Pads ^ - Customer Service and Technical Support 60 Cycle Units - 50 Cycle Available, Consult Factory ' - FM APPROVED ` ' ^'` Air D ing Unit for Refrigerated Area and Dry Pipe Sprinkle Systems ' System Dryer ' Approx. Model Dimensions Capacity , Motor HP Shipping ' Number LxVVxH(inJ ' (Gallons) (SCFM) Weight (lbs.) 500 OAP500A^ 10 2 44 x 23 1/2 x 69 1/2 375 500 DAP500B° ° _ 1O`'��{` ' 2 44 x 23 1/2 x 69 1/2 375 1000 DAP1000B` 20 5 44 x 23 1/2 x 69 1/2 550 2000 OAP2000B° 27 5 44 x 23 1/2 x 72 1/2 550 DAIR PAC - M Part Number Description nSM8811 Includes Replacement Filter Elements (3), and Compressor Oil KAMAO1t Includes Replacement Filter Elements (3), Compressor Oil, and Desiccant DAP-TK Moisture Indicator Test Kit Note: A single phase, B three phase **vo|tagvs available for single phase models: 1uov/2onv/2am81PH/omHc Voltages available for three phase models: 3VoV/u3oV/4Vov/s7sv/up*mo*Z t IMPORTANT NOTE: Model # and Serial # of DAP must be specified when ordering. Dry Air Pac Test Kit (DAP-TK) This accessory attaches Call 1-800-345-8207 ,� to the dew point test pn� - Fax: onoechDAPSeriouuniL ' - E-Mail: genairpro@generalairproducts.com I � �emm�`ba`�-Y ucamfin„ , .is��,- Ian moreo' �~ When attached thovisua| . �— -- vwxmvGE�0E��LA|��p�K��0��l[�com indicator ensures the unit . ' ' is functioning correctly by continually sampling the air supply for moisture. _ . •- .•., la -. POTTER .PS40 SERIES The Symbol of Protection PRESSURE SWITCH Low Pressure Signal Connection High Pressure Signal Connection One Conduit Wiring Fig. 5 Fig. 6 Fig. 7 -- — tficak out thin sect ion of divider to provide path fir wires TO FRU- ALARM PANEL , ro , 1{, - . ALARM F ■NF1. . .! when 6, inng both switches from one conduit entrance, 7 1_,,,ilt j- r. ® ® gras 0 0 r ile, 0 mi )15...., • I -7 ..-,...... eg Mr ,-- . Il a , ..z. ® I /-------' . ® o 1 c ® -,./ 7----- ' 1111 • _ _ Z./ ................... -..--.... MIN ._--, -------;----------- . [MGR 911.4 Changing Pressure Removing Knockouts (With normal system pressure) F ig. 9 Fig. 8 Terminal LOW PRESSURE SWITCH C: Common Sr I: Closed when installed under normal system pressure. h 2• ln en Whi.11. Rtqailt,d 4 "rill: I normal system pressure. Close:: on c a A lir '. ? pressure drop, I. se for low air signal t VIII . fi' rig j 2,11;11.: HI( 1-i f'12'S', UP SW1TCH j.1 i 1 ■ . • ItIta, 1, ■1 17, ,:. S1/11i ..----'' I' . / A ,::. premsire. Cliises ou 0,---- . / •,,.....• :, ..„,r/ NO 111Q1,:) III 19 ,111e ` ...MO • l , Se for high air slog I -- ---*"7 / , 2: c 1Dsed under normal ° I ' c . - 1 2 DWG#928-5 SyStem pressure. , war 930.3 ' Engineer/Architect Specifications Pressure Type Waterflow Switch '''t. 714Vta,APN6Iiiiki.: Alit Pressure type supervisoiy switches; shall be a Model P540 as manufactured by 'Ntttt:tt:Mtawt,t,ttt1to/tA,,,:ty t 1Y11 - :- tt : . . • ttV., -:t, ttAtS8,attlttlWatn.ti*etW•tit:1),....t.,.410, l ililM`kkh*littO 1 W - Oaia44 Potter Electric Signal Company, St. Louis, MO., and shall be installed on the fire ''l - ' t t - - • ' ' ' - - ' - - - - ' '' '''''' '''."--'"-' l''''''''''''''' ' ' l''''"' •Installation must he performed by qualified personnel and in accordance with an sprink ler system as shown and or specified herein. national and local codes and ordinances. Switches shall be provided with a 1/2" Nwr male pressure connection to be •Shcick hazard. Disconnect power source before servicing. Serious injury or death connected into the air supply line on the system side of any shut-off valve. A could 1.esu It. Model I3VL bleeder valve as supplied by Potter Electric Signal Company of St. •Read all intaructions carefully and understand them before starting installation. Louis. MO., or equivalent shall be connected in line with the P540 to provide a Save instructions for future use Failure to read and understand instructions could means of testing the operation of the supervisory switch. (See Fig. 3) result in improper operation of device resulting in serious injury or death. .Rid, of explosion, Not for use is hazardous locations. Serious injury or death could result. The switch unit shall contain SPDT (Form el switch(es). One switch shall he set to operate at a pressure decrease of 10 PSI (0,7 BAR) from nOrmal. If two switches are provided, the second switch shall be set to operate at a pressure increase of 10 PSI (0,7 BAR) from normal. Ai CAUTION Switch contacts shall be rated at 10.1 Amps at 125/250VAC and 2.0 Amps at •Do [101 tighten by grasping the switch enclosure. Use wrenching flats on the bushing 30VDC'. The units shall have a maximum pressure rating of 300 PSI (20,68 BAR) only. Failure to install properly could damage the switch and cause improper opermirm and shall be adjustable from 10 to 60 PSI (0,7 to 4,1 BAR). resulting in damage Ili equipment and propeny. Pressure switches sled) have two conduit entrance,s, one for each individual am gch •To seal threads, apply Teflon tape to incite threads only. Using joint compounds or compartment to facilitate the use of dissimilar voltages for each individual switch. cement can obstruct the pressure port inlet and result iu improper device, operation and The cover of the pressure switch shall lie zinc die-cast with rain lip and shall attach damage to equipment. with one tamper resistant screw, The pressure switch shall be suitable for indoor or 'Do not over tighten the device, standard piping practices apply. outdoor service with a NEM A-4/11 niting. ..t '.• t . - 'The pressure switch shall be Ul..,, MC, and C.SFM listed, FM and 1..P.Ofipprdved , , , and NYM FA accepted. ,, . , ,,....... . , ....„ ., ... ... -,:-.,..,„..,... PRINTED IN USA MFG. r/54 00930 - REV D PAGE 3 01 1/08 . ,. ..• PS4O SERIES The Symbol of Protection PRESSURE SWITCH Dimensions Switch Clamping Plate Terminal Fig. 1 Fig. 2 ■ la P pC f 1- -7- --- 1 1- -7- --- 1 I RO:N'D �` �` 2 01 7aLws `-1� AD, USTMI NT I . • ® 1 97 1 ! • Non i a 71 I . I >,,,,......-:CY. � Ilo7 -191 T 1 j Ii■uii 112 NET ____. ct p5v two 5.1.1 2.45 °`' 152.171 [40.641 3.711 3.20 �, T .— 105 *CI [81:28] r ... : : y . "AWARN . . NOTE. To prevent leakage, apply Teflon tape sealant to orate threads only. An uninsulated section of a single conductor uworarn, should not be looped around the terminal and - serve as Iwo separate connections. The wire must he severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. Typical Sprinkler Applications Fig. 3 RS40 A CAUTION IP' AIR LINT. SHUT-041 T,-- PSI, ('I:, r I t � m' �huPd its Valvcs U cuvc c 1 the i �. I'S I s R al at r rut c an,' Cu, I �� -I' u� nc, 1 S 1 inop late c 1,, c,suph. with NI TA.- t VVATER ? a h, such valve shall be electrically —� mO ;, GONG suitor \Tied with a vupervl Switch such as CHECK RN VS DRY RIPE vALVF _� _ Putter Model IL13V.S. VALVE — � • WATER DWG [1924.1A aY-YASS TEST VALVE • VALVI: Typical Connections Fig.4 WITE-t NORMAL SYSTEM PS40 -I 1'S40 -2 SURE API't.,l ttl) LOW - TERMINAL 2 CLOSES ON PRESSURE DROP. TO FIRE ALARM PANEL 1■1 I1URIU/1 EILGFI ® II A1R I ® rte 11111 WIIF( NORMAL SYSILM Jul + Ala LAIR PRESSURE APPLIED 01(11 I 1O FIRE `.OL .Ii All "t. TERMINAL I WILI, CLOSE ALARM 1 /n 1�11 ON PRESSURE, INCREASE. PANEL TIM DWGff 93012 PRINTED IN USA MPG. 154000)0 - REV I) WAGE 2 OF 3 POS ..,„ , .: „.., ,.. 1 PS40 SERIFS The Symbol of Protection PRESSURE SWITCH (EL, eEL, and CSFM Listed, FM and LPC Approved, NYMEA Accepted, CE Marked Pending) Dimensions: 3.78" (9.6cm)W a 3.20" (8,Icm)D x 4.22" (10,7cm)H Conduit Entrance: Iwo knockouts pro ided for 1'"' conduit. Individual [) i �� - f l no switch compartments and ground screw suitable for dissimilar voltages "P ( E Enclosure: Cover- Die -cast with textured red powdercoat finish, single cover screw and rain lip. Base- Die-cast Pressure Connection: Nylon 1/2" NPT mate Factory Adjustment: P540-1 operates on decrease at 30 PSI (2,1 BAR) titt - r PS40 -2 operates in increase at 50 PSI (3,5 BAR) and on decrease at 30 PSi (2,1 BAR) Pressure Range: 10 -60 PSI (,7 - 4,1 BAR) Differential: Typical I lb. at 10 PSI 1.07 at .7 BAR) 4 lbs at 60 1'Sr as 4,1 BAR) . Maximum System Pressure: 300 PSI (20,68 BAR) Switch Contacts: SPDT (Farm C) 10.1 Amps at I 2 5/2 SO VAC, 2.0 Amps at 30 V IX, One SPOT in I'S40 -1, Two SPOT in PS40 -2 Environmental Specifications: NEMA 4'1P55 Rated Enclosure - indoor or outdoor when used with NEMA 4 conduit fittings. Temperature range: -40`F to 140 "F ( -40 "C to 60 "C) 'Pamper: Cover incorporates tamper resistant fastener that requires a Ordering Information special key for removal. One key is supplied with each device. For optional cover tamper switch kit, order Stock No. 0090200. Model Description Stock No. See bulletin 45401200'PSCTSK. PS40 -1 Pressure switch with one set. SPOT contacts 1340403 Service Use: PS40 -2 Pressure switch with two sets S 'DI' contacts 1340409 Automatic Sprinkler NFPA -13 Ilea- Ket. 50!162 One o; Isis, fail dwe•llin': NI-'Pe.,_; ;D ( is, 1 - :ins rr ` c itcli 111; lI;" _'.) i ,a,t s 0,, a:r 1.r u . i s sraries. 's° !'' -.?I: Bi'1_ Bleed,': sic., 10000 i ;,- :saiti)n,ii 1 ire Ai:: . Si, .o N 1'a -7_' Installation . The Potter PS40 Series PressureActuated Switches are designed primarily to 4. Connect the wires to the appropriate terminal connections for the detect an increase and/or decrease from normal system pressure in automatic service intended. See Figures 2,4,5,6, and 8 fire sprinkler systems. Typical applications are: Dry pipe system, pre- action Adjustment And Testing air /nitrogen super vision, pressure tanks, air supplies, and water supplies. 1'lie operation ration of t he pressure supervisory switch should be tested u FheJ' S40switchisfactorysetfor40PSI (2,8BAR)normalsystempessure,_ t qn P The sea itch marked with the wor c11:.O\U is set to operate at a pressure decrease completion of installation and periodically thereafter in accordance with off 0 PSI (,7 BAR) at 30 PSI (2,1 BAR), the switch marked with the word the applicable NE PA codes and standards and /or the authority having HIGH is set to operate at a pressure increase of 10 PST (,7 BAR) at 50 PSI Jurisdiction (manufacturer recommends quarterly or more frequently). Note: 'Testing the PS40 may activate other system connected devices. (3,5 BAR). See section heading Adjustments and Testing if other than . The fist. , +f Potter BVI (see product bulletin 8900067 for details) is factory set point is required. recommended to titcilitate setting and'tc ting of the PS40 pressure switch. I. Connect the PS40 to the system side of any shutoff or check valve. When a BVL (bleeder valve) is used, the pressure to the switch can be 2. Apply Teflon tape to the threaded male connection on the device. (Do not use pipe dope) isolated and bled front the exhaust port on the BVL without effecting the 3. Device should he mounted in the upright position, supervisory pressure of the entire system. See Fig. 3 (Threaded connection down) 'The operation point of the PS40 Pressure Switch can be adjusted to any 4. Tighten the device using a wrench on the flats on the device. point between 10 and 60 PSI (0,7 - 4,11 BAR) by turning the adjustment knob(s) clockwise to raise the actuation point and counter clockwise to Wiring Instructions lower the actuation point. In the case of the PS40 -2, both switches operate 1. Remove the tamper resistant screw with the special key provided. independent of each other. Each switch may be independently adjusted to 2. Carefuily place a screwdriver on the edge of the knockout and sharply actuate at any point acrosss the switch adjustment range. Initial adjustment apply a force sufficient to dislodge the knockout phut See Fig. 9 can be made with a visual reference from the top of the adjustment knob 3. funs wires through an approved conduit connector and affix the across to ttie printed scale on the switch bracket. Final adjustments should connector to the device. A NEMA -4 rated conduit fitting is be verified with a pressure gauge. required for outdoor use. Potter Electric Signal Company, LLC • St. Louis, MO • Phone: S66- 956- 0988 /Canada 888 -882 -1833 • www.pottersignal.com t'tttNTtso IN USA MFG. #6400930 - REV D t'AGtt 1 OF 3 I /0s e „.....,.., :....„. . PC T E PS I O SERIES The Symbol of Protection PRESSURE SWITCH One Conduit Wiring Switch Operation Removing Knockouts Fig. 7 Fig. 8 Fig. 9 - Terminal W, PRESSURE APPLIED Break out thin section of divider to provide path for wires , C, c,,,,,,,,,,, when wirine both switches from one conduit entrance. I Closed when instatied under suie normal syt;lem prc uu!z ri f T� I � I , Open when installed NO WWII ( antler nc vial syuttt i 0 0 Prc ti r:. < I r ton ” i 4© pre ! rr d ;ge.lo" low pre +n �,� ' n nix,' t►1� ,�� . r,ut r` . .7 -/ lean mat W/O PRESSURE APPLIED ,•, ��, �,,, ��- _ _ter • I . Open with no pressure 1 *, i!i detection (loses upon / +•l ' �� d scuon d pressure. l� /� �✓ i t se for w turnew indication. ( " h led with no DW<1t928 - uu c,��.x. -a pressure applied. ti . t CAUTION e : a .. •Installation must he performed by qualified personnel and in •Do not tighten by grasping the switch enclosure. Use wrenching accordance with all national and local codes and ordinances. fiats on the bushing only. Failure to install properly could damage •Shock hazard. Disconnect power source before servicing. the switch and cause improper operation resulting in damage to Serious injury or death could result, equipment and property. •Read all instructions carefully and understand them before •'fo seal threads, apply Teflon tape to male threads only. Using starting installation. Save instructions for future use. Failure to joint compounds or cement can obstruct the pressure port inlet read and understand instructione could result in improper and result in improper device operation and damage to equipment. op eraii('n of device resulting in sCrious injury or death. r •lio not over ti tin o:.\ ice. standard pipiti. practices ap;'iv. •Iiieclilr trcl ry �r r.r: ' I injur; or death v.)uid t °suit. . i Engineer /Architect Specifications Pressure Type VI'aterflow Switch Pressure type watertlow switches; shall be a Model PS I t) as Pressure switch shall have one or two form C contacts, switch contact manufactured by Potter Electric Signal'CZimpany, St Louis MO,, rating 1"0:1 Amps at 125/250 VACS 2.0 Amps ar30 VDC;— ___ _ -- and shall be installed on the fire sprinkler system as shown and or Pressure type watertlow switches shall have two conduit entrances specified herein. ' .. one for each individual switch compartment to facilitate the use of Switches shall be provided with a V-,:" NPT male pressure connection dissimilar voltages for each individual switch. and shall he connected to the alarm port outlet of; Wet Pipe Alarm The cover of the pressure type watertlow switch shall be Zinc die-cast Valves, Dry Pipe Valves, Pre- Action Valves, or Deluge Valves. The with rain lip and shall attach with one tamper resistant screw. The pressure switch shall be actuated when the alarm line pressure reaches Pressure type waterflow switch shall be suitable fbr indoor or outdoor 4 - 8 PSI (0,27 - 0,55 BAR). service with a NEMA 4/1P55 rating. Pressure type watertlow switches shall have a maximum service The pressure type watertlow switch shall be UL, Ulc and CSF'M listed, pressure rating of 300 PSI (20,68 BAR) and shall be factory adjusted FM and LPC; approved and NYMEA accepted. to operate on a pressure increase of 4 - 8 PSI (0,27 - 0.55 BAR) PRINTED IN I,JSA MFG. 115400525 - REV D PAGE 3 Of' 3 lips , ,, , ,,,,,, POT1TER PS 1.0 SERIES The Symbol of Protection PRESSURE SWITCH Dimensions ,: Swikch Clamping Plate Terminal Fig. 1 Fig. 2 If -- it $$ I f " ADJUSTMENT I■ [ 71 ! 1 . .-.....t.,..,:_, c, fj7 � KNOB I 1 ® 422 I I'_ � �a 1102191 -� ,G' mei 1, triniii o,-° oR;F! i_t 1/2" NET .^ o <�C 162 871 f T [40.641 k. , AWN , -G'-'''''----- , 3.78 3.20 An uninsulated section of a single conductor 195.891 [81.2x1 should not he looped around the terminal and serve as Iwl1 separate connections. The wire NOTE: To prevent leakage, apply Teflon tape .sealun/ to male threads only. must be severed thereby providing supervision of the connection in the event that the wire nwn =saki becomes dislodged from under the terminal. Typical Sprinkler Applications Fig. 3 OFT SYSTEM WITH WET SYSTEM WITHOUT DRY SYSTEM EXCESS PRESSURE EXCESS PRESSURE P:10 P '.0 PSIO WY7 -R Rai R WATER • III tili!. T Al. RM AI ARM (N!(1' (III(A lIIAR I ?r "nki, \AI • OS L'.Y • RY - PADS OS, @Y • BY-PASS VAI Vii • V,>,L'.' °. OS • liy.[ :LSf. • VAI;JC: VALVE • V.11.t'F: VAll'F, DWG. 4921.2AA A CAUTION Closing of any shutoff s alr es between the alarm cheek '; aloe and the PS I0 will render the PSI 0 inoperative. To comply with NFPA - 72 any such valve shall be electrically supervised with a ' supervisory switch such as Potter Model Rl3VS. Low Pressure Signal Connection Wate.rflos Signal Connection . . ' ' g g u Local Bell For 1�'akerflaw Connection Fig. 4 Fig. 5 Fig. Ci TO FIRE ALARM PANEL TO FIRE ALARM PANEL NEGATIVE DC OR NEUTRAL.. AC Inkilall EVilifIll III LL POSITIVE C LINE LOAD Oli FIOi AC INIIIIIIMINNIIIIIIIIMA 11111111120 1, , .. .., ft fr [r ® ° �® • ®� °® !IMO ®o o® ��LIIV0 �x_. l I 't 1 1,w0_vzwa PRINTED IN USA 01°C. t/5400928 - REVD PAGE 2 OF 3 I/08 P . 1) PS10 STRIFS a The Symbol of Protection PRESSURE SWITCH (EL, clll.., and C,SFM Listed, FM and LPC Approved, NYMEA Accepted, CE Marked Pending) Dimensions: 3.78" (9,6cm)W x 3.20" (8, lcm)D x 4.22" (10,7cm)1l i ['OTTER Conduit Entrance: Two knockouts provided for 1/2" conduit. Individual switch compartments and ground screws suitable for C ( dissimilar voltages. PS10 -2 d Enclosure: Cove Die -cast with textured red powdercoat finish, single cover screw and rain lip. Base - Die -cast Pressure Connection: Nylon. 1/2" NP "1' Male Factory Adjustment: 4 - 8 PSI (0,27 - 0,55 BAR) Differential: 2 PSi (0,13 BAR) typical Maximum System Pressure: 300 PSi (20,68 BAR) Patent Pending Switch Contacts: SPDT (Form C) '10.1 Amps at 125 /250VAC, 2.0 Amps at 30VDC Ordering Information One SPDT in PS10 -1, Two SPDT in PS10-2 Model Description Stock No. Environmental Specifications: PS10-1 Pressure switch with one set 1340103 NEMA 4/1P55 Rated Enclosure - indoor or outdoor when used SPDT contacts with NEMA 4 conduit fittings. PS10-2 Pressure switch with two sets 1340104 Temperature range: -40 °F to 140 `F t-40°C to 60 "Cj SPDT contacts Service Use: Hex Key 5250062 Automatic Sprinkler NFPA -13 Cover Tamper Switch Kit 0090200 One or two family dwelling NFPA -I3D Tamper Residential Occupancy up to four stories NFPA -13R Cover incorporates tamper resistant Fastener that requires a special key for National Fire Alarm Code NFPA -72 removal. One key is supplied with each device. For optional cover tamper switch kit, order Stock No. 0090200. See bulletin #54(11200 PSCFSK- Installation • 1 he Pond; Pis iii is:Anis measure A_thined Sr i'::._ di, tiiiiii Mt. inn diai in lint; hipnir on U input . iur of retard chambu and ci.sitrr:a■ detection of a v s aterfiow condition in automatic fire sprinkl systems of connect P S I O to control unit that provides a retard to compensate for surges. particular designs such as w et pipe systems with alarm check vaives. dry Insure that no unsupervised shut -oil valves are present between the alarm pipe. preaction, or deluge valves. The PS I0 is also suitable to provide a' check valve aid PSI O. low pressure supervisory signal; adjustable between 4 and 15 psi (0,27 and Method 2: When using the PS 10 for local hell application or with a control 1.03 BAR). that does not provide a retard feature- the PSI 0 must he installed on the alarm 1. Apply Teflon tape to the threaded male connection on the device. outlet side of the retard chamber of the sprinkler system. (Do not use pipe dope) _. lecuritg. Accomplished_ by opening ihe_utspeetuis end- cl_liue_.test valve:__._ 2. Device should be manned in the upright position (threaded connection down). Allow time to compensate for system or control retard. 3. Tighten the device using a wrench on the fats on the device. Note: Method 2 is not applicable for remote station service use, if there is an Wiring }nsiructinns unsupervised shut -off valve between the alarm check valve and the PS10. 1. Remove the tamper resistant screw with the special key provided. Wet System With Excess Pressure 2. Carefully place a screwdriver on the edge of the knockout and Connect PS10 into alarm port piping extending from alarm check valve. sharply apply a force sufficient to dislodge the knockout plug, See Fig 9 Retard provisions are not required. Insure that no unsupervised shut -off 3. Run wires through an approved conduit connector and affix the connector valves are present between the alarm check valve and the PS 10. to the device. Testing: Accomplished by opening 'the water by -pass test valve or the 4. Connect the wires to the appropriate terminal connections for the inspector's end -of -line test valve. When using end -of -line test, allow time service intended. See Figures 2,4,5, and 6. Ste 1 ig.7 for two swite h omi f ti exi: ss pleasure to bleed off. - conduit wiring. Dry System Testing Connect I'S10 into alarm port piping that extends from the intermediate The operation of the pressure alarm switch should he tested upon completion chamber of the alarm check valve. Install on the outlet side of the in -line of installation and periodicallythereafler in accordance with the applicable check valve of the alarm port piping. insure that no unsupervised shut -off NFPA codes and stands HIS and /or the authority having jurisdiction valves are present between the alarm check valve and the PS 10. (manufacturer recommends quarterly or more frequently). Testing :: Accomplished by opening the water by-pass test valve. Wet System Note: The above tests may also activate any other circuit closer or water Method 1: When using PS10 and control unit with retard - connect PS] 0 motor gongs that are present on the system. Potter Electric Signal Company, LE.0 • St. Louis, MO • Phone: 866 -956- 0988 /Canada 888 -882 -1833 • www.pottersignal _ com PRINTED IN LISA MEG. #3400928 - REV D PAGE 1 OF 3 I /03 ..\ .P. C- 'i-.T..11/.il..0 The Symbol of Protection RELEASING CONTROL PANEL . ..� ..._„_._. i Architects /Engineers Specifications The control panel for the extinguishing agent releasing system shall Waterflow, Linear Heat Detection (up to 10,000 feet per zone), be a microprocessor based control capable of protecting multiple Manual R elease, Low Air Alarm, Supervisory, Tamper, Low Air or hazards in one control panel. It shall be Underwriters Laboratories High Air. Inc. listed under Standard 864 Ninth Edition and Underwriters Optional Class A modules, CA2Z, may be added for Class A Laboratories of Canada for Local Control Units for Releasing Service. operation. The panel shall have a Low Air Zone that creates a The control shall also he approved by Factory Mutual Research supervisory condition and map to an output. UL and ULC Listed, FM Corporation and be compliant with the requirements of NEPA-72 Approved, NYMEA Accepted, CSFM Approved (Local: A, M, SS service types; DAC and NC signaling type) and The control shall have two full y supervised sir ised Class B (Style B NEP.Al2, NEPAi2A, NFPA -13, NEPA -15, NFPA -l6, NEPA -17, ( B) supervisory circuits. These circuits shall be selectable through the NFPA- I7A, NI'PA -750, and NFPA -2001' programming sequence to operate in one of the following modes: The control shall be housed in an 18 gauge steel cabinet that has a Su ie vrsoiy,'i.'amper, Low, Air pr Iigh Air. hinged, removable door with a key lock. The finish shalt be baked The control shall have one fully supervised class B (style B) Abort enamel and available in red or off- -white with contrasting trim and circuit with 3 different operating modes, ULE, IRI, and NYC. logo. An optional matching bezel should be available for semi -flush mounting. The cabinet shall have adequate space to house '18 AEI The control shall have four fully supervised Class B (Style Y) output standby batteries capable of operating the system for at least 90 hours. circuits. These circuits shall be selectable through the programming sequence to operate as one of the following: Alarm Notification The control shall include a fully supervised integral power Appliance, Supervisory Notification Appliance, Trouble Notification supply/battery charger capable of providing 200mA to the auxiliary Appliance or Releasing. The optional CAM module may be added to power circuit. It shall also he capable of providing 2.5 Amps to all convert the outputs to Class A. releasing and notification appliance circuits combined. All initiating, output and auxiliary power circuits shall be power limited. The panel shall have an RS -485 output and auxiliary power outputs for connection and supervision of up to 4 remote annunciators or an The control shall have a 32 character (16 characters, 2 lines) backlit ARM -44 Relay Module and 3 annunciators. LCD display and a 34 LED supplemental display. All diagnostic and alarm event information shall be viewable in text form on this display. The releasing circuits shall be supervised for short circuit conditions A field programmable custom bannerniessace with the O. date and shall be programmable for cross zoning operation when required. an d tie .s na' f_: di., la _c` when tin ,r .i.. , ., , -, ! _ ,ti, v u_ .i,r_.r snail i, iron amrt;al',_ - fln,rtin 1;, I? �.,C i, , !\ - Hirt r ..;.riii �,::.1 ,i, rnitiatitrg all, output circuits shall be capable of•being individually disabled or All operational features of the control parsel shat be field enabled. In addition, when in the agent extinguishing mode there shall • - programmable using menu driven selections on the alpha- numeric be a pre-discharge timer adjustable from 0 -60 seconds from an alarm display and on board controls. No special programmer will be zone or 0 -30 seconds from a manual release zone. required and jumpers or switches to configure operational features shall not be permitted. Alarm and trouble indications shall resound "The control shall have a test mode that will automatically disable when required. all releasing circuits. The test mode shall operate in such a manner as to automatically reset the initiating circuit and indicating circuits The control panel shall be equipped with 19 programs built into the after detecting each alarm condition initiated by the test. All testing panel memory, 13 for wager based extinguishing and 6 for agent shall be ret;orded_in the 40 event history buffer, The test mode will extinguishing. In addition, the panel shall have the ability to add c ust o m autornatieally terminate niter twenty minutes of inactivity. programs. All programming functions shall be password protected. The control shall have four integral relay contacts rated 3 Amps at 30 ['he control shall have four fully supervised Class B (Style 13) VDC for connection to external auxiliary equipment. One relay shall initiating circuits capable of supporting the operation of 25 compatible operate when an alarm condition occurs, another when a trouble signal 2 -wire smoke detectors on each circuit. occurs, the third when a supervisory condition occurs, and the fourth The individual circuits shall be selectable through the programming during a waterflow condition. sequence to operate in one of the following modes: Conventional, t11.. and UI..0 Listed, FM Approved, NYMEA Accepted, CSFM .Approved. PRINTED tNUSA MFG 5501255 REV PAGE 12/09 • PFC- 441.0RC The Symbol of Protection RELEASING CONTROL PANEL • Multi- Ffazard Operation • Four Class B Initiating Circuits • Two Class B Supervisory Circuits ** • Four Class B Output Circuits • Programmable Cross Zoning , •Supervised Microprdcessor • • 32 Character Alpha Numeric LCD Display • Custom Banner Message and Zone Description text • Custom Zone Description Text • On Board Menu Driven Programming Controls • Releasing Circuits Protected From False Activation • Continuous or Timed Discharge • 40 Event History Buffer • Walktest with Automatic Time-out • Alarm, Trouble Supervisory, and Waterffow relays r�swwwo P Series • Optional Class A Initiating Zone and output module &N p> • 34 character 1-£I) supplemental display • 19 Standard Programs in Panel Memory • Password Protection for all Programming • 2 4 Hour Clock • Suitable for agent or w ater -based extinguishing • Programmable pre - discharge timers* • One Class B Abort circuit* (Defaults to additional supervisory zone in water based mode.) Dimensions: IS '. ° x 14 ,.,,, x 4 a • Three Abort modes* DL and ULC Listed, FM Approved, NYMEA Accepted, and * Available in Chemical mode only CSFM Approved ** One zone programmable as abort in chemical mode. General Description Pon PFC_ - t10I.CIsa o :u w„ fi,i _..._1_ Li�. l . ? _ l�_ .. `� ..i i. r ii..�c.:. I li stet, ..� panel that is well suited for a number of applications. The PFC. -44I ORC California State Fire Marshal (CSFM) and NewYork Materials Equipnient is i sted for us Wi lb Isre-aetton and deluge spookier suppressiot is listed for use with me-action and deluge spookier suppivssion srdents A eroptsne" (Ni EA) approved. and agent based lire suppression systems. ,Ttre.PFC „4s.l ORC; is lroused.in a durable steel. cabinet with removable The panel utilizes a microprocessor -based system that has 19 Standard door and key lock. The panel is available in either a red or white finish Programs, which covers a majority of installations. The simple to follow and an optional flush mount trim ring is available. The cabinet contains Menu Structure programs the entire system in a matter of minutes. In knockouts on the side, back and top of the cabinet to ease installation. additionto the Standard - Programs, the panel allowscustomprogramrning In addition, the cabinet will house up to 18 amp -hour batteries that will to accommodate any installation. provide in excess of 90 howl of standby power. Ordering Information Model Number Description Stock Number PFC- 44l0RC 4 Zone Releasing Control (White Cabinet) 3006144 PFC -441 ORC 4 Zone Releasing Control (Red Cabinet) 3006142 PFC -1.'W Bezel for Semi -Flush Mounting (White) 5090157 Pl'C =tit Bezel for Semi -Flush Mounting (Red) 5090155 B'r -40 Battery, 1.2V 4AH for 24 hour standby (2 Req'd) 5130092 13T -80 Battery, 12V SAH for 60 hour standby (2 Req'd) 5130084 BT -12.0 . Battery, 12V I2AH for 90 hour standby (2 Reui'd) 5130090 at= 80 Battery, i,2V, I8AH for 90 hour standby (2 Req'd) 5130086 CA 2Z 2 Zone Class A Initiating Circuit Module 3006013 CAM Class A Indicating Circuit Module 3005300 ARM -44 Relay Module for PIT-441012C 3006221 ARM -2 Auxiliary Relay Module 3004725 RA- 4410RC Remote Annunciator 3006400 BB- RA -44R Surface Mount Back Box for RA- 441ORC (Red) 3006401 Potter Electric Signal Co., LI.0 • St, Louis, MO • Cost Service: 866- 240 -1870 *Tech Support:866- 956 -1211• Canada 888 -882 -1833 • www.pottersignal.coin PRIM Fit) IN USA itl Ci�1,540t 54 LZF;t / PAGE 1 or 2 12/09 Page 8 of 8 TFP151 P/N 57- XXX =X -XXX I I SPRINKLER TEMPERATURE MODEL/SIN RATING 530 2.8K UPRIGHT (1/2 "NPT) TY1151 1 NATURAL BRASS 135 135`F/57 °C 531 2.8K PENDENT (1/2 "NPT) TY1251 4 WHITE POLYESTER 155 155`F/68 °C 570 5.6K UPRIGHT (1/2 "NPT) TY3151 3 WHITE (RAL9010) * 175 175`F/79 °C 571 5.6K PENDENT (1/2 "NPT) TY3251 9 CHROME PLATED 200 200 °F /93 °C 590 8.0K UPRIGHT (314 "NPT) TY4151 7 LEAD COATED 286 286 °F /141 °C 591 8.0K PENDENT (3/4 "NPT) TY4251 6 WAX COATED 360 360 °F /182 °C 286 °F /141 °C MAX. 560 8.0K UPRIGHT (1/2 "NPT) TY4851 8 WAX OVER LEAD 561 8.0K PENDENT (1/2 "NPT) TY4951 286 °F /141 °C MAX. * Eastern Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TV -B PENDENT AND UPRIGHT SPRINKLERS any other legal theory, for incidental, • Limited indirect, special or consequential dam- Ordering ages, including but not limited to labor Warranty charges. regardless of whether TFBP Procedure was Informed about the possibility o` - Products manufact by Tyco Fire & such camages, and in no even: shat When placing an order, indicate the Building Products (TFBP) are war- TFBP's liability exceed an amount full product name. Refer .to the Price ranted solely to the original Buyer for equal to the sales price. List for complete listing of Part Num- ten (10) years against defects in mate- bers. - rial and workmanship when paid for The foregoing warranty is made in lieu and properly installed and maintained of any and all other warranties. ex- Contact your local distributor for avail - under normal use and service. This Dress or implied. includinfl warranties ability. warranty will expire ten (10) years of merchantability and fitness for a par - from date of shipment by TFBP. No ticular purpose Sprinkler Assemblies with NPT warranty is given for products or corn- This limited warranty sets forth the ex- Thread Connections: onents manufactured by companies Specify: (Specify Model /SIN), Stand - P Y p elusive remedy for claims based on and Response, (specify K- factor), not affiliated by ownership with TFBP - failure of or defect in products, materi- or for products and components which als or components, whether the claim (specify temperature or rating), Series have been subject to misuse, improper is made in contract, tort, strict liability TY-B (specify Pendent P Upright) or or and other legal theory. coating), P/N (specify from Tabb le e C). corrosion, or which have Sprinkler with (specify type of . . not been installed, maintained, modi- fied or repaired in accordance with ap- This warranty will apply to the full ex- plicable Standards of the National Fire tent permitted by law. The invalidity, in Recessed Escutcheon: Protection Association, and /or the whole or part, of any portion of this Specify: Style (specify 10 or 40 ) Re- standards of any other Authorities warranty will not affect the remainder. cessed Escutcheon with (specify *) fin- P/N ( Having Jurisdiction. Materials found ish, specify *). by TFBP to be defective shall be either • Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W -Type 6 Sprinkler Wrench, any other obligation in connection.with P/N 56- 000 - 6-387. • the sale of products or parts of prod- ucts. TFBP shall not be responsible for Specify: W -Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56- 850 -4 -001. curate or incomplete information sup - plied •by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under © 2007 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP151 Page 7of8 sprinkler. Readjust the position of the The Series TY -B Recessed Pendent and after installation. Sprinklers dam - sprinkler fitting to suit. Sprinklers must be installed in ac- aged by dropping, striking, wrench The Series TY -B Pendent and Up- cordance with the following instruc- twist/slippage, or the like, must be re- right Sprinklers must be installed in tions. placed. Also, replace any sprinkler accordance with the following instruc- Step A. After installing the Style 10 or that has a cracked bulb or that has lost tions. 40 Mounting Plate, as applicable, over liquid from its bulb. (Ref. Installation the sprinkler threads and with pipe Section). Step 1. Pendent sprinklers are to be thread sealant applied to the "pipe Frequent visual inspections are rec- installed in the pendent position, and threads, hand tighten the sprinkler into ommended to be initially performed for upright sprinklers are to be installed in the sprinkler fitting. corrosion resistant coated sprinklers, the upright position. after the installation has been com- Step B. Tighten the sprinkler into the Step 2. With pipe thread sealant ap- sprinkler fitting using only the W -Type pleted, to verify the integrity of the cor- plied to the pipe threads, hand tighten 7 Recessed Sprinkler Wrench (Ref. rosion resistant coating. Thereafter, the sprinkler into the sprinkler fitting. annual inspections per NFPA 25 Figure 8). With reference to Figure 3 Step 3. Tighten the sprinkler into the or 4, the W -Type 7 Recessed Sprinkler should suffice; however, instead of in sprinkler fitting using only the W -Type Wrench is to be applied to the sprinkler specting from the floor level, a random 6 Sprinkler Wrench (Ref. Figure 7), wrench flats. sampling of close -up visual inspec- except that an 8 or 10 inch adjustable tions should be made, so as to better Crescent wrench is to be used for wax Step C. After the ceiling has been in- determine the exact sprinkler condi- coated sprinklers. With reference to stalled or the finish coat has been ap- tion and the long term integrity of the Figures 1, 2, 3, and 4 the W -Type 7 plied, slide on the Style 10 or 40 Clo- corrosion resistant coating, as it may Sprinkler Wrench or the adjustable sure over the Series TY -B Sprinkler be affected by the corrosive conditions Crescent wrench, as applicable is to and push the Closure over the Mount - present. be applied to the wrench flats. ing Plate until its flange comes in con- tact with the ceiling. The owner is responsible for the in- When installing wax coated sprinklers spection, testing, and maintenance of with the adjustable Crescent wrench, their fire protection system and de- additional care needs to be exercised Care and vices in compliance with this docu- to prevent damage to the wax coating - merit, as well as with the applicable on the sprinkler wrench flats or frame M enance standards of the National Fire Protec- arms and, consequently, exposure of tion Association (e.g., NFPA 25), in bare metal to the corrosive environ- The Series TY -B Sprinklers must be addition to the standards of any other merit. The jaws of the wrench should maintained and serviced in accord- authorities having jurisdiction. The in- be opened sufficiently wide to pass ante with the following instructions: stalling contractor or sprinkler manu- over the wrench flats without damag- factures should be contacted relative ing the wax coating. Before wrench NOTES to any cuestions. • tightening the sprinkler, the jaws of the Before closing a fire protection system • wrench are to be adjusted to just con- main control valve for maintenance Automatic sprinkler systems should be tact the sprinkler wrench flats. After work on the fire protection system that inspected, tested, and maintained by . - wrench tightening the sprinkler, loosen it controls, permission to shut down the a qualified Inspection Service in ac- the wrench jaws before removing the affected fire protection system must be cordance with local requirements wrench. obtained from the proper authorities and/or national codes. and all personnel who may be affected After installation, the sprinkler wrench by this action must be notified. flats and frame arms must be in- spected and the wax coating re- The owner must assure that the sprin- touched (repaired) whenever the coat- klers are not used for hanging of any ing has been damaged and bare metal objects; otherwise, non - operation in is exposed. The wax coating on the the event ofa fire or inadvertent opera - wrench flats can be retouched by gen- Lion may result, tly applying a heated 1/8 inch diameter Absence of an escutcheon, which is steel rod to the areas of wax that have used to cover a clearance hole, may been damaged, to smooth it back over delay the time to sprinkler operation in areas where bare metal is exposed. 8"fire situation.. >' NOTES Sprinklers that are found to be leaking Only retouching of the wax coating ap- or exhibiting visible signs of corrosion plied to the wrench flats and frame must be replaced. arms i permitted, a the retouching Automatic sprinklers must never be is to be performed only at the time of painted, plated, coated or otherwise the initial sprinkler installation. altered after leaving the factory. Modi- The steel rod should be heated only to fied sprinklers must be replaced. the point at which it can begin to melt Sprinklers that have been exposed to the wax, and appropriate precautions corrosive products of combustion, but need to be taken, when handling the have not operated, should be replaced heated rod, in order to prevent the if they cannot be completely cleaned installer from being burned. by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- , age to the sprinklers - before, during, Page 6 of 8 TFP151 2 -7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) \\ (15,9±6,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) WRENCH RECESS �^ (END "A" USED FOR FACE OF (57,2 mm) MOUNTING 1/2" NPT MODELS) SPRINKLER PLATE FITTING 1/8" WRENCH RECESS 1 *' I ' (3,2 mm) (END "B" USED FOR 4" NPT MODELS) FIGURE 7 A/ / MI T . 4 = I W -TYPE 6 SPRINKLER g � WRENCH MOUNTING SURFACE - WRENCH CLOSURE SERIES 1 -1/4" (31,8 mm) RECESS TY -B 3/4" (19,1 mm) 1 FIGURE 5 1 \ ", SERIES TY -B RECESSED PENDENT SPRINKLER ASSEMBLY / J r WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENTr STYLE 10 RECESSED ESCUTCHEON �J 5.6 K- FACTOR, 1/2 INCH NPT %-we PUSH WRENCH IN TO ENSURE 2 -7/8" DIA. 1 ENGAGEMENT (73,0 mm) 3/4 (19,1 mm) WITH SPRINKLER 5/8±1/4" WRENCHING AREA r (15,9 ±6,4 mm) i 2 -1/4" DIA. 1 1/4" (6,4 mm) I FIGURE 8 • (57,2 rim) W -TYPE 7 RECESSED FACE OF 1 1 MOUNTING SPRINKLER PLATE SPRINKLER WRENCH FITTING ' 1/8" w (3,2 mm) Installation � ' The Series TY -B Sprinklers must be 4.......ra / - installed in accordance with the st b - \ ink insti'ructions: MOUNTING NOTES SURFACE -- ___ -_ -- Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of CLOSURE SERIES 1- 5/16" (33,3 mm) liquid from the bulb. With the sprinkler TY -B 13/16" 20,6 mm) held horizontally, a small air bubble ( ) should be present. The diameter of the air bubble is approximately 1/16 inch FIGURE 6 (1,6 mm) for the 135 °F /57 °C to 3/32 SERIES TY -B RECESSED PENDENT SPRINKLER ASSEMBLY inch (2,4 mm) for the 360 °F /182 °C WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT temperature ratings. STYLE 40 RECESSED ESCUTCHEON A 1/2 inch NPT sprinkler joint should 8.0 K- FACTOR, 3/4 INCH NPT be obtained with a minimum to maxi- mum torque of 7 to 14 ft.lbs. (9,5 to 19, 0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini - mum to maximum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make -up for insuffi- cient adjustment in the escutcheon plate by under- or over - tightening the • TFP151 Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD WAX WAX OVER BRASS PLATED POLYESTER COATED COATED LEAD COATED 2.8 PENDENT (TY1251) 1/2" and • 175 PSI (12,1,BAR) N/A NPT UPRIGHT (TY1151) PENDENT (TY3251) 5.6 and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 1/2" • UPRIGHT (TY3151) OR NPT RECESSED PENDENT 175 PSI (12,1 BAR) (TY3251) (SEE NOTE 1) N/A 8.0 PENDENT (TY4251) 3/4" and 175 PSI (12,1 BAR) NPT UPRIGHT (TY4151) RECESSED PENDENT (TY4251) 175 PSI (12,1 BAR) N/A 8.0 PENDENT (TY4951) 1/2" and 175 PSI (12,1 BAR) NPT UPRIGHT (TY4851) NOTE: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories, Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and, the Approval by the City of New York. TABLE B, MAXIMUM WORKING PRESSURE Technical Operation Data The glass BLIb contains a fluid which • expands when exposed to heat. When Approvals the rated temperature is reached, the UL and C -UL Listed,, fluid expands sufficiently to shatter the FM, LPCB, VdS, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A for complete ap- activate and water to flow. proval information including corrosion resistant status.) Design Maximum Working Pressure Refer to Table B. Criteria Discharge Coefficient K = 2.8 GPM /psi (40,3 LPM /bar1 /2) The Series TY -B Pendent and Upright K = 5.6 GPM /psi (80,6 LPM /bar1/2) Sprinklers are intended for fire protec- K = 8.0 GPM /psi (115,2 LPM /bar1/2) tion systems designed in accordance with the standard installation rules rec- Temperature Ratings ognized by the applicable Listing or Refer to Table A. Approval agency (e.g., UL Listing is Finishes A based on the requirements of NFPA Sprinkler: Refer to Table A. 13, and FM Approval is based on the Recessed Escutcheon: White Coated, requirements of FM's Loss Prevention Chrome Plated, or Brass Plated. Data Sheets). Only the Style 10 or 40 Recessed Escutcheon, as applicable, E Physical Characteristics is to be used for recessed pendent Frame Bronze installations. Button Brass /Copper Sealing Assembly Beryllium Nickel w /Teflont Bulb Glass cc Compression Screw Bronze Deflector Copper a Bushing (K =2.8) Bronze o 4- Page 4 of 8 TFP151 • SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE * *` LEAD WAX WAX OVER LIQUID BRASS PLATED POLYESTER COATED COATED LEAD COATED 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red 2 (TY1251) 1, 2, 3 N/A 1/2" and 175 °F /79 °C Yellow NPT UPRIGHT 200 °F /93 °C Green (TY1151) 286 °F /141 °C Blue 360 °F /182 °C Mauve 1, 2 135 °F /57 °C Orange PENDENT 155 °F /68 °C , Red (TY3251) 1, 2, 3, 4, 5, 6, 7 1,2,3,5 1,2,3,5 1,2,3,5 and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green 5.6 (TY3151) 286 °F /141 °C Blue 1 * *2 ** 3 ** 5 ** 1 ** 2** 3 ** 5 ** 1/2" NPT 360 °F /182 °C Mauve N/A 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 3, 4, 5 N/A (TY3251)* 175 °F /79 °C Yellow Figure 4 200 °F /93 °C Green 286 °F /141 °C Blue 1,2 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red (TY4251) 1,2,5 1,2,3,5 1,2,5 and 175 °F /79 °C Yellow 1, 2, 3, 4, 5. 6, 7 8.0 UPRIGHT 200 „ F /93`C , Greer: 314° , (TY4151) * 286` F :14i °C Blue NPT • 3607/182°C Mauve N/A • 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 3, 4, 5 N/A (TY4251)* 175 °F /79 °C Yellow Figure 5 200 °F /93 °C Green 286 °F /141 °C Blue 1, 2 135°F/57°,C Orange PENDENT 155 °F /68 °C Red 8.0 (TY4951) 1/2” and 175 °F /79 °C Yellow 1, 2, 3, 4, 5, 6 N/A NPT UPRIGHT 200 °F /93 °C Green (TY4851) 286 °F /141 °C Blue 360 °F /182 °C Mauve NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL). 2. Listed by Underwriters Laboratories, Inc. for .use. in Canada (C -ULj. , ... 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). 5. Approved by the City of New York under MEA 354 -01 -E. 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31 -53- 428- 4444/Fax 31 -53- 428 - 3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05). 8. Where Polyester Coated, Lead Coated, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** 150 °F /66 °C Maximum Ceiling Temperature. * ** Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A, LABORATORY LISTINGS AND APPROVALS TFP151 Page 3 of 8 ESCUTCHEON 1/2" (12,7 mm) STYLE 40 PLATE SEATING NOMINAL RECESSED SURFACE NP MAKE -IN ESCUTCHEON NPT DEFLECTOR i 6* • t" r - — — "t TT�i *_� TC�;� 5 1!2" j�� 2- 5/16" ��.� (12,7 mm) (58,7 mm) L i ' N OMINAL MAKE - 4 � IN 1- 9/16" 1 I 1 (572 / mm) y l �, 'r�' 3 (39,7 mm) , Y WRENCH FLATS 1 SSP DEFLECTOR — 2 -7/8" (73,0 mm) DIA. 3/4" NPT ** I PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame • 3 - Sealing 4 6 - D eflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY4151) AND PENDENT (TY4251) SPRINKLERS 8.0 K- FACTOR, 3/4 INCH NPT ESCUTCHEON 7/16" (11,1 mm) PLATE SEATING 1/2 ,,** NOMINAL SSU SURFACE NPT MAKE -IN DEFLECTOR I 1 - l:- '---__ __ 5 2-1/4" I • I t r i j\ 2- 3/16" (57,2 mm) • 4 (55,6 mm) 4 1- 9/16" ' WRENCH �M � 4 2 (39,7 mm) FLATS )L V __ - 3 SSP 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - potl3ctor * 'Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Coripressiu i orifice seat on frame, ' Screw * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K- FACTOR, 1/2 INCH NPT Page 2 of 8 TFPI51 ESCUTCHEON „,, 7/16" -(11,1 mm) PLATE SEATING ** NOMINAL SSU SURFACE NPT MAKE -IN DEFLECTOR 6 ar 5 2 -1 1/4" ' 2 - 3/16" 4 (5 4" +1 I'�' (55,6 mm) T 2 1-9/16" WRENCH, c : (39,7 mm) FLATS , k k 3 1 SSP 7 ' DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - - Compression 7 - Bushing orifice seat on frame. Screw ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY1151) AND PENDENT (TY1251) SPRINKLERS 2.8 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (1'1,1 mm) • STYLE 10 PLATE SEATING ,, * *' NOMINAL RECESSED * SURFACE 1/2 MAKE -IN ESCUTCHEON SSU NPT / DEFLECTOR \ I t / / 6 * __ 5 2- 3/16" 1 t, mr»_ �� 7116" (55,6 mm) 1 I I I (11,1 NOMINAL I NOMINAL I `� MAKE -IN I 1-1/2" i o hi \ { 2- 3/16" co 2 ilf (38,1 mm) I I (55,6 mm) WRENCH 3 • —`�� .. FLATS i 1 SSP DEFLECTOR * ~— 2-7/8" (73,0 mm) DIA. 1/2" NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3- Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K- FACTOR, 1/2 INCH NPT tqccs Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TY -B — 2.8, 5.6, and 8.0 K- factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General cable approval agencies, the testing is not representative of all possible cor- -- rosive atmospheres. Consequently, it , Description is recommended that the end user be �,' consulted with respect to the suitability The Series TY -B, 2.8, 5.6, and 8.0 of these coatings for any given corro K- factor, Upright and Pendent Sprin- sive environment. The effects of ambi- klers described in this data sheet are ent temperature, concentration of L standard response - standard cover- chemicals, and gas /chemical velocity, age, decorative 5 mm glass bulb type should be considered, as a minimum, spray sprinklers designed for use in along with the corrosive nature of the " light, ordinary, or extra hazard, com- chemical to which the sprinklers will be �« mercial occupancies such as banks, exposed. 1 hotels, shopping malls, factories, refin- eries, chemical plants, etc. An intermediate level version of the • Series TY -B Pendent Sprinkler can be The recessed version of the Series obtained by utilizing the Series TY -B TY -B Pendent Sprinkler, where appli- Pendent Sprinkler in'combination with �` cable, is intended for use in areas with the Model S2 Shield., a finisned ceiling uses a tw„ -piece r Style 10 ; J2 inch NPT) o' Stv 4C (3,4 WARNINGS inch NPT) Recessed Escutcheon. The The Series TY -8 Sprinklers described . Recessed Escutcheon provides 1,'2 herein must be installed and main -. inch (12,7 mm) of recessed adjust_ tained in compliance with this docu- - ment or up to 3/4 inch (19,1 mm) of ment, as well as with the applicable R total adjustment from the flush pen- standards of the National Fire Protec- ' dent position. The adjustment pro- tion Association, in addition to the ,°A `t vided by the Recessed Escutcheon re- standards of any other authorities hay- ,. duces the accuracy to which the fixed ing jurisdiction. Failure to do so may'` pipe drops to the sprinklers must be impair the performance of these de- cut. vices. Corrosion resistant coatings, where The owner is responsible formaintain- applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler tained when exposed to corrosive at- manufacturer should be contacted mospheres. Although corrosion regis- with any questions. tant coated sprinklers have passed the standard corrosion tests of the appli- Model /Sprinkler IMPORTANT identification Always refer to Technical Data Sheet TFP7D0 for the "INSTALLER Numbers WARNING" that provides cautions with respect to handling and instal- TY1151 - Upright 2.8K, 1/2 "NPT lation of sprinkler systems and com- TY1251 - Pendent 2.8K, 1/2 "NPT ponents. Improper handling and in- TY3151 - ,-Upright. 5.6K, 1/2 "NPT stallation can permanently damage TY3251 - Pendent 5.6K, 1/2 "NPT a sprinkler system or its compo- TY4151 - Upright 8.0K, 3/4 "NPT nents and cause the sprinkler to fail TY4251 - Pendent 8.0K, 3/4 "NPT to operate in a fire situation or cause TY4851 - Upright 8.0K, 1/2 "NPT it to operate prematurely. TY4951 - Pendent 8.0K, 1/2 "NPT Page 1 of 8 DECEMBER, 2007 TFP151 Page 6 of 6 ... TFP1810 Figure 321 1.- cto --I Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. 11 Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. I 1' / /X11/2 x 11/4 3 2.0 6x6x4 6.50 26.6 ' CtoE 82.6 0.9 165.1 12.1 2x2x1' 3.25 2.7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 Figure 321 21/2 x21 /2x11/4 315 4.2 8x8x2 7.75 36.2 95.3 1.9 196.9 16.4 2/x21/2x11/2 335 4.2 8x8x3 7.75 36.5 95.3 1.9 196.9 16.6 21/2 x21/2 x2 3.75 4.3 8x8 x4 7.75 36.6 95.3 2.0 196.9 16.6 3x3x1' /z 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 196.9 16.7 4.25 5.5 7.75 37.0 3x3x2 108.0 2.5 8x8x6 196.9 16.8 3x3x2' /z 4.25 5.8 10x10 x2 9 . 0 0 57.1 108.0 2.6 228.6 25.9 4x4x1'/4 500 9.8 10x10x3 9.00 57.4 127.0 4.4 . 228.6 26.0 4x4x1'/2 5.00 9.9 10x10x4 9.00 57.6 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 10x10x5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x2' 5.00 10.3, 10x10 6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 9.00 58.4 127.0 4.8 228.6 26.5 . 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6,6 254.0 36.4 5X5x21/2 5.50 14.8 12x12 x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 152 12x12x5 10.00 80.7 139.7 69 254.0 36.6 5,5 x4 5.51' 15.5 '2x12x6 f 10.00 80.0 i 254.0 - L. 6x8x2 6.5C 26.5 12x12x8 10.00 91A 165.1 11.9 254.0 • 41.5 6x6 6.50 26.5 12 x 12 x 10 10.00 91.8 - 165.1 12.0 254.0 41.6 6 x 6 x 3 6.50 26.5 165.1 12.0 4n* \ General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instruction O up ' (IH- 1000). Never remove any piping component or correct or modify any piping deficiencies without first A,�j depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. Page 5 of 6 TFP1810 Figures 391, 392, 393, 312 and 313 I..--- E to E -►I Figures 391, 392 and 393 2 Figure Elbow 11 2 Figure /_° Elbow 313 Adapter Nipples 22 /lblb Figure Nominal E to E Appx, Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs, Inches Lbs. mm Kg. mm Kg. mm Kg. �E toE ~ 1114" 4.00 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 1'!z" 4.00 0.9 1.75 0.5 1.38 0.5 Figure,, 101.6 0.4 44.5 0.2 35.1 0.2 392 - -'- - - - 2.. 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 47.8 0.3 35.1 0.3 2 1/z" 4.00 1.9 2.00 0.7 1.50 1.1 f o-- E to E -- . - 1 101.6 0.9 50.8 0.3 38.1 0.5 3 „ 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 fi Figure 6.00 5.5 2.63 2.4 1.75 2.2 393 4, 152.4 2.5 66.8 1.1 44.5 1.0 2.00 3.3 5 „ 6.00 7.4 2.88 4.1 152.4 3.4 73.2 1.9 50.8 1.5 C to E 6 .. 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 Figure ;` 6.00 14.2 3.88 11.1 2.00 8.7 312 8 ". ,152.4 6.4 . 98.6 5.0 50.8. 3.9 C to E 8.00 27.0 4.38 14.0 2.13 9.1 1 1., ...m. 10 203.2 12.2 11.3 6.4 54.1 4.1 c to E _- 12 Figure 2 03.2 15.0 124.0 10.0 57.2 1 7.6 . �� 313 c toE Figures 327 and 341 • !-C to E Figure 341 Figure 327 150 lbs. �' , i . . Cross Flange Adapter Nominal C to E Appx. Wt. E to E Appx. Wt. nches Lbs. Inches Lbs. Size mm kg. mm kg. - 111101 4 41 * 2.75 2,0 4.00 2.8 r 11/4 69.6 0.9 101.6 1.3 CtoE 2.75 2.2 4.00 3.2 ■ 1 /2" 69.9 2.0 101.6 1.5 2 „ 3.25 2.7 4.0 5.2 Figure 327 82.6 1.2 101.8 2.4 21/i" 3.75 5.0 4.00 8.0 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 3" 408:O "°∎ 3.2 101.6 4.6 I I ' 4 °.... 5 O0 11.9 '6.00 17.2 127.0 5.4 152.4 7.8 I I 1 5 „ 5.50 17.1 6.00 21.4 E to E 139.7 7.8 152.4 9.7 6.50 27.5 6.00 26.0 j ' 6„ 165.1 12.5 152.4 11.8 � 8 „ I 1 7.75 47.0 6.00 38.4 Figure 341 196.9 21.3 152.4 17.4 10" 9.00 68.0 8.00 65.0 228.6 30.8 203.2 29.5 12" 10.00 107.0 8.00 91.0 254.0 48.5 203.2 41.3 Page 4 of 6 TFP1810 Figur 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E APex. Wt. Nominal E to E Appx. Wt. h-EtoE -1 Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg. Inches mm Kg. Inches mm Kg. ' 2.50 1.0 3.50 4,2 4.00 5.8 *2 x 11/4 635 0.5 *139,7mm x 3 88.9 1.9 *6 x 5 101.6 2.6 `2 x 1 Yz 2.50 1.3 * 139.7mm x 4 3.50 4.4 8 x 2 5.00 12.2 63.5 0.6 88.9 2.0 127,0 5.5 2.50 1.2 3.50 4.6 5.00 12.1 Figure 250 `2'/2x2 63.5 0.5 - . 5 ; 88..9 2. 1 8x21/2 127.0 5.5 Cast 2.50 `'`1.5 - - 3.50 4.6 5.00 12.0 *76.1m. x 11/2 63.5 0.7 5 x 2 88.9 2.1 8 x 3 127 0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 *76.1 5 / 8x4 1--- E to E 63.5 0.8 88.9 2.0 127.0 5.4 3x /4 2.50 1.3 5 x 3 3.50 4.4 8 x 5.00 11.3 63.5 0.6 88.9 2.0 127.0 5.1 11111111 3x1Yz 2 .50 1.3 * 3.50 4.5 5 x 6 5.00 10.8 63.5 0.6 88.9 2.0 127.0 4.9 3 x 2 2.50 1.3 165,1 mm x 3 4.00 5 10 x 4 6.00 21.9 Figure 350 63.5 0.6 101.6 2.5 152.4 10.0 Fabricated *3 x 21/2 3.00 1.5 *165.1mm x 4 4.00 6.0 10 x 5 6.00 21.6 Sizes 3" to 6" 76.2 0.7 101.6 2.7 152.4 9.8 3 x 76, t mm 3.00 2.0 4.00 5.6 6 6.00 21.1 76.2 0.9 165.tmm x 1397m 10 x 101.6 2.5 152.4 9.6 i- E to E l 3.00 2.2 4.00 6.0 6.00 19.5 • 4x1'/4 76.2 1.0 *6 101.6 2.7 10 x 8 152.4 8.9 _ 3.00 2.3 4.00 6.0 7.00 28.0 4x11/2 76.2 1.0 6x21/2 101.6 2.7 12x4 177.8 12.7 3.00 2.3 4.00 6.0 7.00 _ 30.0_ _ , 4x2 *6 x76.1mm . 12 76.2 1.0 101.6 2.7 177.8 13.6 Figure 350 3.00 2.3 4.00 6.0 7.00 28.0 Fabricated *4 x 21/2 76.2 1.0 6 x 3 101.6 2.7 12 x 8 177.8 12.7 Sizes 8" to 12" 3.00 3.2 4.00 5,9 7.00 33.0 *4x76.1mm 76.2 1.5 *6 101.6 2.7 12 x 10 177.8 15.0 4 x 3 3.00 2.6 6 x 1 39.7mm 4.00 6.3 76.2 1.2 10 1.6 2.9 . N., 51ze5 n101503 01111 an astens, 1'; ere oNP a,ahao.e in FiourC 253 Can, Slzos wVnoul ar astnn• . arc Dale evaNatrlr h. ,;r,ure 35? raCncas: ADA CAP® Patented Pipe Nominal Dimensions Size Outlet 0.0. Tak Center to EDnd Wt. Inches NPT* Inches Inches Inches Inches Lbs. -o aches mm mm mm mm Kg. 1/2' 1.25 1.75 1.89 0.77 IIIW--= 31.8 44.5 48.0 0.3 1' /z 3/ a 1 .900 1.25 1.75 1.89 0.77 7 1 48.3 31.8 44.5 48.0 1.37 2.00 2.02 0.3 0.8. B 1 8 A - - -- - -.r � .-1_ 34,8 50.8 51.3 0.4 1 ■ 1 1 /z 1.25 1.75 1.89 0.92 31.8 44.5 48.0 0.4 2 3/4 2.375 1.25 1.75 1.89 0.92 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 / 1.47 1.97 1.89 1.28 1 37.3 50.0 48.0 0.6 2' z 31a 2.875 1.47 1.97 1.89 1.28 73.0 37.3 50.0 48.0 0.6 1 , 1.37 2.00 2.02 1.50 34.8.. 50.8 - 51.3 0.7 • ISO -7 threaded outlets are available upon request. Page 3 of 6 TFP1810 Figures 501, 510, 519 and 510DE Cto CtoE- i 1 C toE ; 1 CioE I ' 1 CtoE i 1� � i �� Ct1E Bi l .- C to E i - - C to E Figure 501 Figure 510 Figure 519 Figure 510DE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 90° Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1 , /a , 1.75 0.9 2.75 1.0 2.75 1.4 44.5 0.4 69.9 0.5 69.9 0.6 1'h" 1.75 1.1 2.75 1.2 2.75 1.8 - - - 44.5 0.5 69.9 0.5 69.9 0.8 - 2 „ 2.00 1.8 3.25 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1.2 2' /z" 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 3 ,. 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 4 „ 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 5 „ 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 6 „ 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88:9 5.4 1 6 5 . 1 8 4 165 1 11.8 165.1 99.6 69.9 6.1 8 „ 4.25 23.0 7.75 36.5 7.75 45.0 7.75 ' 4.95 2.75 26.3 108.0 10.4 196.9 16.6 196.9. 20.4 196.9 125.7 69.9 11.9 Figures 501S, 5105 and 5195 . �10E C CioE CtoE L - _ == ! CtoE i�- Cto -` Figure 501S Figure 510S` Figure 519S ,Figure 501S Figure 510S Figure 519S Friction Resistance 501S, 510S & 519S 45° Elbow 90° Elbow Tee (Expressed as Equivalent Straight Pipe) Nominal C to E Appx Wt. C to E Appx. Wt C to E Appx. Wt. Elbow Tee Size Inches Lbs. Inches Lbs. Inches Lbs. Size 90° 45° Branch Run mm Kg. mm Kg. mm Kg. Inches Feet Feet Feet Feet 2 „ 2.00 1.8 2.75 1.5 2.75 2.1 mm Meters Meters Meters Meters 50.8 0.8 69.9 0.7 69.9 1.0 2 3.2 1.6 8.0 3.2 2 ,/Z 2.25 2.2 3.00 2.2 3.00 3.0 60.3 1.0 0.5 2.5 1.0 57.2 1.0 76.2 1.0 76.2 1.4 212 3.9 2.0 9.8 3.9 761,0 2.25 2.2 3.00 2.3 3.00 3.1 73.0 1.2 0.6 3.0 1.2 57.2 1.0 76.2 1.0 76.2 1.4 4.1 2.1 10.3 4.1 3.. 2.50 3.5 3.38 3.0 3.38 4.1 76.1mo 12 0.6 3.1 1.2 63.5 1.6 ,85 .9 1.3 85.9 1.9 3 4.9 2.4 12.2 4.9 4 „ 3.00 5,2 4.00 5.6 4.00 7.7 88.9 1.5 0.7 3.7 1.5 76.2 2.4 101.6 2.6 101.6 3.5 4 6.5 3.3 16.3 6.5 139 7m„ 3.25 7.7 4.88 8.6 4.88 12.0 114.3 2.0 1.0 5.0 2.0 82.6 3.5 124.0 3.9 124.0 5.4 8.0 4.1 20.0 8.0 5 3.25 8.5 4.88 - 8.8 4.88 12.0 139.7.,,, 2.4 1.3 6.1 2.4 82.6 3.9 124.0 3.9 124.0 5.4 5 8.2 4.1 20.5 8.2 165.1mm 3.50 12.0 5.50 11.00 5.50 15.0 141.3 2.5 1.3 6.3 2.5 88.9 5.4 139.7 5.0 139.7 6.8 165.1 mm 9.5 4, 8 23.8 9.5 6 .. 3.50 12.0 5.50 11.2 5.50 15.2 2.9 1.4 7.2 2.9 88.9 5.4 139.7 5.1 139.7 6.9 6 9.9 5.0 24.8 9.9 8 „ 4.25 23.0 6.88 23.4 6.88 31.2 168.3 3.0 1.5 7.6 3.0 108.0 10.4 174.8 10.6 174.8 14.2 8 13.1 6.6 32.8 13.1 •Note: Fig me 510S and 519S littings are special short radius fittings with smaller center to end dimensions 219.1 4.0 2.0 10.0 4.0 than standard grooved fittings. Depending on the size and coupling used, there may be interferences at the ball pads which requires repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fillings. Contact Tyco Fire Products for details. Page 2 of 6 TFP1810 Figures 201, 210, 219, and 260 C to E Figure 201 Figure 210 Figure 219 Figure 260$ 45° Elbow 90° Elbow Tee End Cap Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. c to E c to E mm Kg. mm Kg. mm Kg. mm Kg. l 111x 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 L c to E -- 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 1.75 1.1 2.75 1.2 2.75 1.8 0.88 0.6 Figure 201 1 Figure 210 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 2 „ 2.00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2' /z" 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 i-- CtoE - -, EtoE »1 r 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 76.1 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 3 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 CtoE 2.88 5.5 4.75 8.5 4.75 11.5 108.Omm 7 3.0 2.5 120.7 3.9 120.7 5.2 Figure 260 4" 3.00 0 2.4 5.00 3 5 5. 0 0 11. 1.00 2.6 1.6 Figure 219 11.3 10.6 133.0mm 82.6 3.5 133.4 1 5.1 133.4 4.8 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 • 139.7 5.1 139.7 6.9 23.4 2.1 3.25 8.5 ' 5.50 13.5 5.50 ' 17.0 1.00 5.0 Friction Resistance' S 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 (Expressed as Equivalent Straight Pipe) 3.50 12.0 6.00 14.6 6.00 13.9 Elbow Tee 159.0mm 88.9 5.4 152.4 6.6 152.4 6.3 Size 90° 45° Branch Run 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 inches _ Feet Feet - - Feet Feet - - 165.1 mm 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 mm Meters Meters Meters Meters 3.50 12.0 6.50 ' 18.5 6.50 26.0 1.00 7.5 11 /4 1.9 1.0 4.8 1.9 6" 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 42.4 0.6 0.3 1.5 0.6 4.25 23.0 7.75 36.5 7.75 45.0 11/2 2.3 1.2 5.8 2.3 216.3mm 108.0 10.4 196.9 16.6 196.9 20.4 - 48.3 0.7 0.4 1.8 0.7 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 2 3.2 1.6 8.0 3.2 8 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 60.3 1.0 0.5 2.5 1.0 4.75 31.0 9.00 60.0 9.00 72.1 ' 1.25 20.0 2ic 3.9 1 2.0 9.8 .9 t 10" qC..- 28.E 1 27.2 ?8.6 32.7 3 c.' 73. 0' '.2 G.0 i S C I ; ? ! o. C.00 6 - .0 ; . oc 92.5 ' 25 1 3€.0 4.1 2.1 10.3 4.1 ` 133,4 16.7 254.0 ` 30.4 1 254.0 42.0 ` 31.8 ` 16.3 f 76.1mm 1.2 0'6 3. 1.2 - P.vanable with tappeo plugs. contact Tyco Fire & Building Preducts. 3 4.9' 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 108.Omm 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 ` 114.3 2.0 1.0 5.0 2.0 133.Omm 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7mm 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.Omm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9` 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3 13.1 6.6 32.8 13.1 4.0 ' 2.0 10.0 4.0 8 13.1 . 6:6 . 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 ' 8.3 ' 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 _ 6.1 For reducing tees and branches, use the value that is corrosponding lo the branch size. Example: for 8` x 8" x 2' tee, the branch value 2" is 8.01eet. • Friction resistance for all elbows and tees except Figures 51CS and 519S. tqco ' Fire & Buii ing Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 www.tyco- fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Material: Limit Cast: Figures: 201, 210, 219, 250, 260, 501, 510, Description 519, 510DE, 501S, 510S and 519S - Warranty p � p See Fire Protection Ductile iron conforming to ASTM A -536, Products manufactured by Tyco Fire Products are L TVD VdS - Submittal Sheet for Grade 65-45-12 warranted solely to the original Buyer for ten (10) 6) Pressure Rating and Fabricated Steel: Figures 391, 392, 393, 312, years against defects in material and workmanship ® Listing /Approval Information 313, 321, 327, 341 and 350 - Carbon Steel, (Sizes 1 - 6" are Schedule 40); when paid for and properly installed arid maintained ® (Sizes 8" - 12" are Schedule 30), under normal use and service. This warranty will conforming to ASTM A-53 Grade B expire ten ( 10 )yearsfromdateofshipmentbyTyco The grooved fittings provide art economical Protective Coatings: Fire o ema manufactured given oy companies not products or components and efficient method of chang in g di recti on, • Non -lead orange paint mp ed y ownership Products. wthT duct e adding an outlet, reducing, or capping • Fire brigade red (optional) non -lead paint prfoductsandcompo components Products subject grooved piping systems. Grooved fittings • Hot d i dipped galvanized conforming to ASTM tomisuse, products improper n, c corrosion, orwhich c t t g pp g y g pp g g toinstallatioch are available in durable ductile iron or A -153 have not been installed, maintained, modified or fabricated steel as indicated. repaired in accordance with applicable Standards of Note: Figure 510S and 519S fittings are Ordering the National Fire Protection Association (NFP.A), special short radius fittings with smaller and!or then :an;iardsof any other.Authoritieshavinc center to end dimensions thar standard prcce Ut`e dictiof. Materials ioundb Tyco Fire ?rodus:s grooved fittings. Depending on the size and When placing an order, indicate the full product to be defective shall be either repaired orreplaced.at coupling used, there may be interferences at. name. Please specify the quantity, figure number, Tyco Fire Products' sole option. Tyco Fire Products • the bolt pads that require repositioning of the wall thickness, and size. neitlier assumes, nor authorizes any person to coupling orientation. The use of flange Grinnell Grooved Piping Products, valves, assumeforit, anyotherobligationinconnectionwith adapters is not recommended with Figures accessories and other products are available the sale of products or parts of products. Tyco Fire 510S and 519S fittings. Contact Tyco Fire throughout the U.S., Canada, and internationally, Products shall not be responsible forsprinklersystem Products for details. through a netWork`af distribution'centers. You designerrorsorinaccurateorincompleteinformation WARNING may write directly'or call '215: 362 -0700 for the supplied by Buyer or Buyer's representatives. The Fittings described herein must be installed distributor nearest you. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE and maintained in compliance with this docmnent, LIABLE, IN CONTRACT, TORT, STRICT LIABILITY as well as with the applicable standards of the C are and OR UNDER ANY OTHER LEGAL THEORY, FOR National Fire Protection Association, in addition Maint INCIDENTAL, INDIRECT, SPECIAL OR to the standards of any other authorities having CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT jurisdiction. Failure to do so may impair the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES, REGARDLESS OF performance of this device. testing, and maintenance of their fire protection WHETHERTYCOFIREPRODUCTSWASINFORMED The owner is responsible for maintaining their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES, fire protection system and devices in proper applicable standards of the National Fire Protection AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' operating condition. The installing contractor or Association (e.g., NFPA 25), in addition to the LIABILITY EXCEED AN AMOUNT EQUAL TO THE sprinkler manufacturer should be contacted with standards of any authority having jurisdiction. SALES PRICE. any questions. The installing contractor or prod uct man ufacturer THE FOREGO ING WARRANTY IS MADE IN LIEU OF should be contacted relative to any questions. ANY AND ALL OTHER WARRANTIES EXPRESS OR Technical Any impairment must be immediately corrected. IMPLIED. INCLUDING WARRANTIES OF It is recommended that automatic sprinkler MERCHANTABILITY AND FITNESS FOR A Data systerrts be inspected, tested, and maintained by PARTICULAR PURPOSE. Approvals: a qualified Inspection Service. UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Page 1 of 6 September 2004 TFP1810 1• Page 2 of 2 TFP1854 assumes, nor authorizes any person to IN CONTRACT, TORT, STRICT LI- SHALL TYCO FIRE & BUILDING assume for it, any other obligation in ABILITY OR UNDER ANY OTHER LE- PRODUCTS' LIABILITY EXCEED AN connection with the sale of products or GAL THEORY, FOR INCIDENTAL, AMOUNT EQUAL TO THE SALES parts of products. Tyco Fire & Building INDIRECT, SPECIAL OR CONSE- PRICE. Products shall not be responsible for QUENTIAL DAMAGES, INCLUDING THE FOREGOING WARRANTY IS sprinkler system design errors or inac- BUT NOT LIMITED TO LABOR MADE _IN ' IEL( -QF ANYANILALL curate or incomplete information sup- CHARGES; REGARDLESS OF 'OTHER WARRANTIES EXPRESS t plied by Buyer or Buyer's repro- WHETHER TYCO FIRE & BUILDING ORIMPLJED / N CLUD I NG WARRAN sentatives. PRODUCTS WAS INFORMED TIES OF MERCHANTABILITY AND IN NO EVENT SHALL TYCO FIRE & ABOUT THE POSSIBILITY OF SUCH FITNESS FOR A PARTICULAR PUR- BUILDING PRODUCTS BE LIABLE, DAMAGES, AND IN NO EVENT POSE ......._....... 9 . _-,, - _.....,... `` C L.,,._.... Figure 577 t. Grooved A i -1 4 IT Coupling / _ Pipe Max.` t. Max. t Max, t Nominal Dimensions Bolt Net O.D. End Gap Pressure End Load A B C Weight Size ** Size Inches Inches psi Lbs. inches Inches Inches Lbs. mm mm kPa N mm mm mm Dia. x Lg. K 9 1 1/4" 1.660 0.06 300 649 2.68 4.21 1.65 3/8" x 2 1/4" 1.3 42.4 1 2,068 2.888 68 107 42 M10x57 0.6 1 1/2" 1.900 0.06 300 851 2.91 4.45 1.65 3/8" x 2 1/4" 1.5 48.3 1.5 2,068 3,783 74 113 42 M10 x 57 0.7 2" 2.375 0.06 300 1329 3.39 5.00 1.69 3/8" x 2 1/4" 1.8 60.3 1.5 2.068 5,912 86 127 43 M10 x 57 0.8 1/ 2.875 0.06 300 19 3.90 5.43 1.77 3/8 x 2 1/4" 2.0 73 0 i 1 5 2 068 8 633 1 9? 738 4r M1va 7 0.9 , .3 m : 0�` C , k �- _ .,' x i , 7 1 is , ( r 3.500 0 05 I 300 2 886 I 4 49 6.14 1 77 3/8' x 2 1/4' 3.3 88.9 1.5 2,068 12.839 114 756 45 M10 x 57 7.5 4.500 0.19 300 4771 5.71 7.52 1.85 3/8" x 2 1/4" 3.3 114.3 ' 4,8 2,068 21,223 145 191 47 M10 x 57 1,5 139.7 mm 5.500 0.19 300 7127 6.81 8.74 1.93 1/2" x 3" 5.3 139.7 4.8 2,068 31,704 173 222 49 M12 x 76 2.4 5 „ 5.563 0.19 300 7291 6.85 8.82 1.93 1/2" x 3" 5.3 141.3 4.8 2,068 32,434 174 224 49 M12 x 76 2.4 165.1 mm 6.500 0.19 300 9955 7.80 9.76 1.93 1/2" x 3" 5.7 • 165.1 4.8 2,068 44,280 198 248 49 M12x76 2.6 6 „ 6.625 0.19 300 10341 7.91 9.88 1.93 1/2" x 3" 5.9 168.3 4.8 2,068 46,000 201 251 49 M12 x 76 2.7 8 „ 8.625 0.19 300 17527 10.24 12.80 2.40 5/8" x 3 1/4" 11.7 219.1 4.8 2,068 77,966 260 325 61 M16 x 83 5.3 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and /or wall thickness, Contact Tyco Fire & Building Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. ** Gold color coded metric bolt sizes are available upon request. t Max. End Gap is for cut grooved standard weight pipe. Valves for roll grooved pipe will be 1/2 that of cut grooved. Figure 577 Rigid Couplings have an Anti - Rotation Feature of "gripping teeth" along the coupling keys, which make the Figure 577 perfectly suited for "arm over" installations where the likelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable to the intended service and to �fl -a \'\� ensure that pressure ratings and performance 'date is not ekceededfAlways read and'undefst.and the ' .r .,IISQ\h' installation instructions (IH- 1000). Never remove any piping component or correct or modify any piping '� t, soot 1 ' deficiencies without first depressurizing and draining the system. Material and gasket selection should be \ ' , 2Y verified to be compatible for the specific application. certfle Company TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 .. . tqco Fire & Building . Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 www.tyco- fire.com Grinnell Grooved Fire Protection Products Figure 577 Rigid Coupling - Patented General Technical Care and Description Data _ Maintenance Figure: 577 The owner is responsible for the in- rg ' Sizes: 1 -1/4" - 8" spection, testing, and maintenance of 1 1 E , , f Approvals: UL, FM, ULC, VdS, and their fire protection system and de- a LPCB; See Fire Protection Submittal vices in compliance with this docu- vds+ N Sheet for exact Listing/Approval in- ment, as well as with the applicable i N �.-'' formation. standards of the National Fire Protec- + .4 � Heusi r: Distle iron cnfcrmirg to ion Association (e.g., NFPA 25), in ® iOc- ACT A -536 Grade 65- 45 -12. addition, ,i, r„e standards of any See Fire Protection Protective Coatings: authority having jurisdiction. The in Submittal Sheet for •Non lead orange paint. stalling contractor or sprinkler manu- Pressure Rating and • Fire brigade red (optional) non -lead 'lecturer should be contacted relative Listing/Approval Information paint. to any questions. • Hot dipped galvanized conforming It is recommended that automatic to ASTM ~.- r „-, sprinkler systems be inspQcte._ 8 Je 5 Ric!c ,,Oupll i'' " ': Bolts.-'Nuts: 7 '.ao, -icco Clot. - ^o' iastea. arr.. ,.iaintaln' 't; - .,uo'Ifie.. vides a rigid joint by firmly gripping tor' ping t3 ASTM A-103, Zino Plated, Inspection_Service in accordance witi1 along the circumference of the pipe (Min. Tensile = 110,000 psi/758,422 local requirements and /or national grooves. Rigid couplings are preferred kPa). Metric - conforming to ASTM codes. - for dry pipe and freezer applications. F568M. Figure 577 Rigid Couplings are a Gasket: Limited proven dependable method of joining • Prelubricated Grade "A" EPDMA pipe and are an economical alternative violet color code ambient to +150 °F warran to welding, threading, or using flanges. (+66°C) for fire protection systems. Y It is capable of pressures up to 300 Not recommended for hot water sys Products manufactured by Tyco Fire & psig (2069 kPa) depending on pipe terns. Building Products are warranted solely size and wall thickness when used in • Tri -seal (Grade "E' EPDM), green to the original Bu Buyer for ten (1 0) protection services. color code for use in dry pipe or Y (0) years freezersystem. against defects in material and work - Rigid Couplings are recommended manship when paid for and properly for dry pipe and freezer applica- (See Data Sheet TFp1865 for aid in installed and maintained under normal bons. selecting proper gasket.) use and service. This warranty wit ex- pire ten (10) years from date of ship - WARNING The Figure W Rigid Coupling de- Ordering ment by Tyco Fire & Building Products. g g p g No warranty is given for products or scribed herein must be installed and Information components manufactured by compa- maintained in compliance with this nies not affiliated by ownership with document, in addition to the standards When placing an order, indicate: the full Tyco Fire & Building Products or for of any other authorities having jurisdic- product narne.- Please specify the products and components which have tion. Failure to do so may impair the quantity, figure number, type of gas- been subject to misuse, improper in- integrity of this device. ket, Grade "A” EPDMA, Prelubricated stallation, corrosion, or which have not The owner is responsible for maintain- (Grade "A" EPDMA) or Grade "E" been installed, maintained, modified ing their system and devices in proper EPDM Tri -Seal, and size. or repaired in accordance with applica- operating condition. The installing Grinnell Grooved Piping Products, Ole Standards of the the standards of contractor or manufacturer should be valves, accessories, and other prod- any other Authorities Having Jurisdic- contacted with any questions. ucts are available throughout the U.S., tion. Materials found by Tyco Fire & Canada, and internationally, through a Building Products to be defective shall network of distribution centers. You be either repaired or replaced, at Tyco may write directly or call 215 -362 -0700 Fire & Building Products' sole option. for the distributor nearest you. Tyco Fire & Building Products neither Page 1 of 2 JULY, 2005 TFP1854 Page 20 of 20 TFP1020 Part Numbers For Other Part Numbers For Other Part Numbers For Other 2 -1/2 Inch (DN65) Dry Pipe 4 Inch (DN100) Dry Pipe Valves: 6 Inch (DN150) Dry Pipe Valves: Valves: Valves with NPT Ports Valves with NPT Ports Valves with NPT Ports F x G, G x G, G x G, ISO Flange x 6.501165,1 3.00 176,1 4.501114,3 mm) Outside mm) Outside mm) Outside Dia. Groove x Dia. Groove x Dia. Groove P/N 52- 309 -1 -253 . 6.50 1165,1 3.00"(76,1 F x G, - mm) Outside mm) Outside AS Flange x Dia. Groove P/N 52-309-1-935 Dia. Groove P/N 52- 309 -1 -930 4.50 "(114,3 F x G, mm) Outside ANSI Flange x Dia. Groove P/N 52- 309 -1 -613 6.50 "(165,1 Valves with ISO Ports F x G, mm) Outside JIS Flange x Dia. Groove P/N 52- 309 -1-435 G x G, 4.50"(114,3 F x G, 2.88 "(73,0 mm) Outside ISO Flange x mm) Outside Dia. Groove P/N 52- 309 -1 -813 6.62 "(168,3 Dia. Groove x F x F, mm) Outside 2.88 "(73,0 ISO Flange x Dia. Groove P/N 52- 309 -1 -255 mm) Outside ISO Flange P/N 52- 309 -1 -133 F x G, Dia. Groove P/N 52- 309 -1 -920 F x F, ISO Flange x G x G, AS Flange o.50 "(165,1 3.00 "(76,1 , AS Flange P/N 52-309-1-513 mm) Outside mm) Outside F x F, Dia. Groove P/N 52- 309 -1 -335 Dia. Groove x JIS Flange x F x G, 3.00 "(76,1 JIS Flange P/N 52- 309 -1 -713 AS Flange x mm) Outside 6.62 "(168,3 Dia. Groove ' P/N 52-309-1-940 mm) Outside Valves with ISO Ports Dia. Groove P/N 52- 309 -1 -615 GxG, FxG, 4.501114,3 AS Flange x mm) Outside 6.50'(165,1 Part Numbers For Other Dia. Groove x mm) Outside 3 Inch (DN80) Dry Pipe Valves: 4 50 "(114,3 F x Dia. Groove P/N 52- 309 -1 -635 mm) Outside JIS Flange x Dia. Groove P/N 52- 309 -1 -923 Valves with ISO Ports F x G, 6.62 1168,3 G x G, ISO Flange x mm) Outside 3.50 "(88,9 4.50 "(114,3 Dia, Groove P/N 52- 309 -1 -815 mml Outside rr ml Outside F x G, Dla. Groove x D.a Groove P/N 32-30G-1-2".1. JIS Flange r: 1 " 3.50"(8£3,9 • �, E 5C " mm) Dutside ISO Flange x mm) Outs de Dia. Groove • P/N 52- 309 -1 -922 ( ISO =ianae P/N 52-309-'-113 Dia. Groove P/N 52- 309 -1 -835 l Fx l- ISO Flange x - ISO Flange P/N 52- 309 -1 -135 F x F, AS Flange x AS Flange P/N 52- 309 -1 -515 F x F, JIS Flange x JIS Flange P/N 52- 309 -1 -715 Valves with ISO Ports G x G, 6.62 "(168,3 mm) Outside Dia.'Grod' c x 6.62 "(168,3 mm) Outside Dia. Groove P/N 52-309-1-925 G x G, • 6.50"(165,1 mm) Outside Dia. Groove x 6.501165,1 mm) Outside Dia. Groove P/N 52- 309 -1 -945 FxG, ISO Flange x 6.62' mm) Outside Dia. Groove P/N 52- 309 -1 -215 F x G, ISO Flange x 6,50 1165,1 mm) Outside Dia. Groove P/N 52- 309 -1 -315 FxF, ISO Flange x -. ISO Flange PIN 52- 309 -1 -115 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 A TFP1020 - , Page 19 of 20 Standard Galvanized DPV -1 Trim Replacement Trim Parts : Ordering (Ref. Figure F): Specify: (description) for use with Specify: 2 -1/2 and 3 Inch DPV -1 Semi- (specify size) Model DPV -1 Dry Pipe Procedure Preassembled Galvanized Trim, Valve, P/N (see Figure 4, 5, or 6, as P/N 52- 309 -2 -005. applicable). NOTE Specify: 4 Inch DPV -1 Serni- Preas - Refer to Table A for Flange Drilling sembled Galvanized Trim, Weights: Specifications. PIN 52-309-2-001. The following are the nominal weights for Part Numbers for factory pre- trimmed the valves and trim: Model DPV -1 Valves are provided in Spec 6 Inch DPV -1 Semi- Preas- 2 -1/2 Inch (DN65) the Price Book. sembled Galvanized Trim, Model DPV -1 P/N 52- 309 -2 -002. G x G Dry Pipe Valve 37 Ibs. (17 kg) Standard DPV -1 Dry Pipe Valve Optional Accelerator: 31nch lD - rY p p Model DPV -1 (American Standard Flange G x G Dry Pipe Valve 38 lbs. (18 kg) Drilling, Threaded Ports, and Model QRS Electronic 2 -1/2 & 3lnch (DN65/80) Valve Trim Groove Outside Diameter, as appii- Accelerator 23 lbs. (11 kg) cable): (Details provided in TFP1100) 4 Inch (DN100) Specify: (specify size) Model DPV -1 Model DPV -1 Dry Pipe Valve with (specify inlet x Specify: Model QRS Electronic Dry G x G Dry Pipe Valve 57 lbs. (26 kg) outlet) end connections, P/N (specify). Pipe Valve Accelerator Package, 4 Inch (DN100) P/N 52- 312 -2 -101. Model DPV -1 2 -1/2 Inch (DN65) F x G Dry Pipe Valve 67 lbs. (31 kg) 4 Inch (DN100) G x G, Model ACC -1 Mechanical Model DPV -1 2.88 inch (73,1 Accelerator F x F Dry Pipe Valve 77 lbs. (36 kg) mm) O.D. Groove x 2.88 (Details provided in TFP1112) 4 Inch (DN100) Valve Trim 30 lbs. (14 kg) inch (73,1 mm) : Model ACC -1 Dry Pipe-Ac- 6 Inch (D O.D. Groove P/N 52- 310 -1 -925 Specify: fy rY p Model DPV -1 31nch (DN80) celerator, P/N 52- 311 -1 -001, and G x G Dry Pipe Valve 95 lbs. (44 kg) 6 Inch (DN150) G x G, Galvanized' Accelerator Trim for Model DPV -1 3.50 inch (88,9 F x G Dry Pipe Valve 108 lbs. (50 kg) mm) 0.0. . .,, Model DPV =1 Dry Pipe Valve, 6 Inch (DN150) Groove x 3.50 ' PIN 52- 311 -2 -010. Model DPV -1 inch (88,9 mm) F x F Dry Pipe Valve 121 lbs. (56 kg) 0.D. Groove P/N 52.310 -1 -930 Optional 600 PSI Water Pressure 6 Inch (DN150) Valve Trim 30 Ibs. (14 kg) 4 Inch (DN100) Gau GxG. • Spe�ii,'. 8: PS: Vda;e: Pressu Other DPV -1 Dry Pipe Valves: 4.5C. Inch C mm) o D. � , Gauge, P/N 92- 343 -1 -004 NOTES • • Groove x 4.50 Other DPV -1 Dry Pipe Valves are • - inch (114,3 mm) Accessories: valves ordered with a an combination O.D. Groove P/N 52 -310 -1 -940 Order the Technical Data Sheets for y F x G, th.e following, as a for•'details of flange, threaded ports, or groove ANSI Drilled outside a'iameter not offered under Flange x 4.50 and addition accessor "Standard DPV -1 Dry Pipe Valve" of- inch (114,3 mm) ferings. 0.D. Groove P/N 52- 310 -1-440 Model PS10 -2A F x F, Potter Electric Valves with NPT threaded ports are ANSI Drilled • . Waterflow intended for use with the "Standard Flange x ANSI Pressure Alarm Galvanized DPV -1 Valve Trim" offered Drilled Flanged P/N 52- 310 -1 -040 Switch P/N 54- 281 -1 -002 Model WMA1 and detailed in this document. Valves 6 Inch (DN150) Water Motor with ISO threaded ports are intended G x G, Alarm P/N 52- 630 -1 -001 for use with special order trim that is 6.62 inch 168,3 Model AMD -1 inch ( 168,3 Maintenance provided by local distributors to meet mm) O.D. Device P/N 52-324-2-002 the specific needs of certain localities. Groove 86.m Model AMD -2 Pl contact your local distributor inch (168,3 mm) y 0.0. Groove P/N 52- 310 -1 -960 Air Maintenance regarding valves and valve trim for F x G, Device P/N 52-326-2-001 specific localities. ANSI Drilled Model AMD -3 Flange x 6.62 Nitrogen Specify: (specify size) Model DPV -1 Inch (168,3 mm) Maintenance De- Dry Pipe Valve with (specify inlet x 0.D. Groove P/N 52- 310 -1 -460 vice P/N 52- 328 -2 -001 outlet) connections with (specify NPT F x F, ANSI Drilled or ISO) threaded ports, P/N (specify). Flange x ANSI Replacement Valve Parts: Drilled Flanged P/N 52- 310 -1 -060 Specify: (description) for use with (specify size) Model DPV -1 Dry Pipe Valve, P/N (see Figure 1A and 1B). • Page 18 of 20 TFP1O2O the Handhole Cover, perform the fol- lowing steps: Limited Step 1. Make sure that the Seat Ring Warranty. is clean and free of any nicks or signifi- cant scratches. Products manufactured by Tyco Fire & Step 2. Remove the Clapper Assem- Building Products (TFBP) are war - bly from the valve by first pulling out ranted solely to the original Buyer for the Hinge Pin. ten (10) years against defects in mate- rial and workmanship when paid for Step 3. Disassemble the Clapper Fac- and properly installed and maintained ing Retainer from the Clapper so that under normal use and service. This the Clapper Facing can be removed warranty will expire ten (10) years and inspected. Make sure that the from date of shipment by TFBP. No Clapper Facing does not show signs of warranty is given for products or com- compression set, damage, etc. Re- ponents manufactured by companies place the Clapper Facing if there is any not affiliated by ownership with TFBP signs of wear. or for products and components which Step 4. Clean the Clapper Facing, have been subject to misuse, improper Clapper, and Clapper Facing Retainer, installation. corrosion, or which have and then reassemble the Clapper As- not been installed, maintained, modi- sembly. fied or repaired in accordance with ap- Step 5. Reinstall the Clapper Assem- plicable Standards of the National Fire Protection of Association, and/or the bly with its Hinge Pin and then reinstall standards of any other Authorities the Handhole Cover. Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors orinac- curate or incomplete information sup- plied by Bwer or Buyer's repre- sentatives. in no event shall TFBF be liable, in contract. tort, strict liability' or uncer any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied. including warranties of merchantability and fitness for a par - ticular purpose 'phis limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will, not affect the remainder. . TFP1020 Page 17 of 20 Also partially open the Low Body Drain has operated, as indicated by the flow Valve (Fig. 4, 5, or 6) to assure that the Care and of water into the system and that all riser is completely drained. Close the waterflow alarms operate properly. Low Body Drain Valve as soon as M a i ntenance water ceases to discharge. Step 4. Close the system's Main Con The following procedures and inspec- trol Valve. Step 8. Refer to Table B and then tions should be performed as indi- Step 5. Reset the DPV -1 Valve in ac- restore the system to the normal sys- cated, in addition to any specific re- cordance with the Valve Setting Proce- tem air pressure as necessary to hold quirements of the NFPA, and any dure. the DPV -1 Valve closed. impairment must be immediately cor- Step 9. Depress the plunger on the rected. NOTE Automatic Drain Valve to make sure it The owner is responsible for the in- /t is recommended that the require - is open and that there is no air 'dis- spection, testing,' and maintenance of ment of NFPA 25 to annually inspect charging. their fire protection system and de- the inside of the valve be performed at The absence of .air discharging from vices in compliance with this docu- this time and prior to resetting the the Automatic Drain Valve is an indica- ment, as well as with the applicable DPV -1 Valve. Refer to the Automatic tion of a properly set air seat within the standards of the National Fire Protec- Drain Valve Inspection sub - section DPV -1 Valve. If air is discharging, refer tion Association (e.g., NFPA 25), in Steps 2 through 5 for instructions with to the Care and Maintenance section addition to the standards of any regard to the inspection of the Clapper under Automatic Drain Valve Inspec- authority having jurisdiction. The in- Facing. tion to determine /correct the cause of stalling contractor or product manufac- the leakage problem. turer should be contacted relative to Quarterly Waterflow Alarm Test any questions. Procedure Step 10. Partially open the Main Con- Testing of the system waterflow trol Valve. Slowly close the Main Drain It is recommended that automatic alarms should be performed quarterly. Valve as soon as water discharges sprinkler systems be inspected, To test the waterflow alarm, open the from the drain connection. tested, and Maintained `by a qualified Alarm Test Valve, which will allow a Depress the plunger on the Automatic Inspection Service. flow of water to the Waterflow Pres- Drain epress to make sure that it is open sure Alarm Switch and /or Water Motor NOTES Alarm. Upon satisfactory completion and that there is no water discharging. The operational test procedure and of the test, close the Alarm Test Valve. The absence of water discharging waterflow pressure alarm test proce- from the Automatic Drain Valve is an dure will result in operation of the as- Water Pressure Inspection indication of a properly set water seat sociated alarms. Consequently, notifi- The Water Pressure Gauge is to be within the DPV -1 Valve. If water is dis- cation must first be given to the owner inspected monthly (per NFPA 25) to , charging. refer to the Care and Main- and the fire de. true. ntra' g 7 r .; nt e eta ensure that norm, system water pres- - tenance section unaer the haiomaac t;On, orotnersigna station to which the sure is being maintained. Drain Valve Inspection to deter- alarms are connected. mine /correct the cause of the leakage • problem. Before closing a fire protection system Air Pressure Inspection main control valve for maintenance The Air Pressure Gauge is to be in- If there are no leaks, the DPV -1 V a lv e work on the fire protection system' that spected monthly (per NFPA 25) to en- is ready to be placed in service and the it controls, permission to shut down the sure that normal system air pressure Main Control Valve must then be fully affected 'fire protection systems must is being maintained. opened. first be obtained from the proper authorities and all personnel who may Automatic Drain Valve Inspection NOTE ' The Automatic Drain Valve should be be affected by this decision must be After setting a fire protection system, inspected monthly (per NFPA 25) by notify the proper authorities and ad- notified. depressing the plunger and checking vise those responsible for monitoring Annual Operation Test Procedure to ensure that the Automatic Drain proprietary and /or central station Proper operation of the DPV -1 Valve Valve is not discharging water and/or alarms. (i.e., opening of the DPV -1 Valve dur- air. A discharge of water and /or air is Step 11. Once a week after a valve is ing a fire condition) should be verified an indication that the air and /or water reset following an operational test or at least once a year as follows: seats are leaking, which could sub- system operation, the Low Body Drain sequently cause a false operation (and any low poi dr yalvas) Step 1. If water must be prevented should the intermediate chamber be- Valve l w p Valve n pa y w poi opened (n v then from flowing beyond, the riser, perform come inadvertently pressurized. subsequently closed) to relieve drain- the following steps: If leakage is present, take the DPV -1 back water. Continue this procedure • Close the Main Control Valve. Valve out of service (i.e., close the until drain -back water is no longer pre- .Open the Main Drain Valve. main control valve, open the main sent. drain valve, close the air supply control • Open the Main Control Valve one valve, remove the Dry Pipe Valve Ac- turn beyond the position at which celerator from service, as applicable, water just begins to flow from the in accordance with its Technical Data Main Drain Valve. Sheet (Refer to TFP1100 for the QRS • Close the Main Drain Valve. or TFP1112 for the ACC -1), and open the Inspector's Test Connection to re- Step 2. Open the system's Inspector's lieve the system air pressure to 0 psig Test Connection. as indicated on the System Air Pres- Step 3. Verify that the DPV -1 Valve sure Gauge), and then after removing Page 16 of 20 TFP1020 that it wiil not cause accidental dam - Installation age to property or danger to persons. Valve Setting NOTES Step 7. Unused pressure alarm switch Procedure Proper operation of the Model DPV -1 and /or water motor alarm connections Dry Pipe Valve depends upon its trim must be plugged Steps 1 through 11 are to be per - being installed in accordance with the Step 8. The Pressure Relief Valve pro- formed when initially setting the Model instructions given in this Technical vided with the Valve Trim is factory set DPV -1 Dry Pipe Valve; after an opera - Data Sheet. Failure to follow the ap- to relieve at a pressure of approxi- tional test of the fire protection system; propriate trim diagram may prevent mately 45 psi (3,1 bar), which can typi- or, after system operation due to a fire. the DPV -1 Valve from functioning cally be used for a maximum normal properly, as well as void listings, ap- system air pressure of 40 psi (2,8 bar). NOTES provals, and the manufacturer's war- The Pressure Relief Valve may be re- if the DPV -1 is equipped with a Dry ranties. set to a lower or higher pressure; how- Pipe Valve Accelerator, refer to its re- Failure to latch open the Clapper As- ever, it must be be reset to relieve at a setting instructions before resetting sembly prior to a system hydrostatic pressure which is in accordance with the DPV -1. Refer to TFP1100 for the test may result in damage to the Clap- the requirements, ofth* Authority Hay- QRS or TFP1112 for the ACC -1. per Assembly. ng Jurisdiction. • Based on the instructions provided, re- The DPV -1 Valve must be installed in To reset the Pressure Relief Valve, set the Accelerator at the appropriate a -readily visible and accessible loca- first loosen the jam nut and then adjust time during the resetting of the DPV -1. tion. the cap accordingl — clockwise for a Step 1. Close the Main Control Vaive, higher pressure setting or counter- and close the Air Supply Control Valve The DPV - Valve and associated trim clockwise for a lower pressure setting. (Fig. 4, 5, or 6). If the DPV -1 is must be maintained at a minimum tem After verifying the desired pressure equipped with a Dry Pipe Valve Accel- perature of 40 °F /4 °C. setting, tighten the jam nut. erator, remove the Dry Pipe Valve Ac- Heat tracing of the DPV -1 Valve or its Step 9. Installation of an Air Mainte- celerator from service in accordance associated trim is not permitted. Heat nance Device, as described in the with its Technical Data Sheet (Refer to tracing can result in the formation of Technical Data Section, is recom- TFP1100 for the QRS or TFP1112 for hardened mineral deposits that are ca- mended. the ACC -1). pable of preventing proper operation. Step 10. An Inspector's Test Connec- Step 2. Open the Main Drain Valve The Model DPV -1 Dry Pipe Valve is to tion as required By NFPA 13 must be (Fig. 4, 5, or 6) and all auxiliary drains be installed in accordance with the fol- provided on the system piping at the in the system. Close the auxiliary drain lowing criteria: most remote location from the Model valves after water ceases to dis- Step 1. Al nipples, fatting_. and de DD\' -1 Valve. charge. Leave the Main Drain Valve open. vices must be clean and tree of scale Step 11. Oonauit and electrical con- • and burrs before installation. Use pipe nections are to be made in accordance Step 3. Depress the plunger of the thread sealant sparingly on male pipe with the requirements of the authority Automatic Drain Valve (Fig. 4, 5,-or 6) threads only. having jurisdiction and /or the National to verify that it is open and that the Step 2. The DPV -1 Valve must be Electric Code. DPV -1 Valve is completely drained. trimmed in accordance with Figures 4, Step 12. Before a system hydrostatic Step 4. Open the Optional Alarm Con - 5, or 6, as applicable. If the DPV -1 is test is performed in accordance with trol Valve (Fig. 4, 5, or 6), as applica- to be equipped with a Dry Pipe Valve NFPA 13 system acceptance test re- ble, if it was closed to silence local Accelerator, refer to the Technical quirements, the Clapper Assembly is alarms. Data Sheet TFP1100 for the Model to be manually latched open (Ref. Fig. Step 5. As necessary, replace all QRS Electronic Dry Pipe Valve Accel- 3D); the Automatic Drain Valve (Fig. 4, sprinklers that have operated. Re- erator or TFP1112 for the Model ACC- 5, 'or 6) Is to 'be temporaril'y replaced placement sprinklers must be of the 1 Mechanical Dry Pipe Valve Accel- with a 1/2 inch NPT plug, the 3/32 inch same type and temperature rating as erator. Vent Fitting (Item 13, Fig. 4; Item 15, those which have operated. Step 3. Care must be taken to make Fig. 5; or Item 15, Fig. 6) is to be sure that check valves, strainers, pi temorarreplaced with a 1/4 inch temporarily rep NOTE globe valves, etc. are installed with the NPT plug, and the Handhole Cover In order to prevent the possibility of a flow arrows in the proper direction. Bolts are to be tightened using a cross subsequent operation of an over- draw sequence. heated solder type sprinkler, any sol- Step 4. Drain tubing to the drip funnel der type sprinklers which were possi- must be installed with smooth bends bly exposed to a temperature greater that will not restrict flow. than their maximum rated ambient Step 5. The main drain and drip funnel must be replaced. drain may be interconnected provided Step 6. Push down on the Reset Knob a check valve is located at least 12 (Fig. 3E) to allow the Clapper Assem- inches (300 mm) below the drip funnel. bly to reseat. The Low Body Drain Valve (Fig. 4, 5, or 6) may be piped so as to discharge Step 7. Pressurize the system with air • into the Drip Funnel or to a'separate (or nitrogen) to 10 psi (0,7 bar), and drain. then individually open all auxiliary Step 6. Suitable provision must be m drain valves in the system piping to drain any made for disposal of drain water. sections. Close ea trapped each water in drain valve as Drainage water must be directed such soon as water ceases to discharge. TFP1O2O Page 15 of 20 • 8" 14 -7/8" 9 -1/4" (200 mm) (380 mm)� (235 mm) . 6 -3/4" 'i�_ (170 mm) & 3 INCH - I 2 -1/2 O (DN66 & DN80) 0= i��' 16 -9/16" 1 [��p9i�ilf �Z VALVE � . (420,7 mm) a = 1 — 12 - 1 /4 " �. wall E: .' (311,2 mm) 1y im ' ; �M, I 2 -1/2 or 3 INCH © " -11 .'in1`a 1 VALVES ��,Q "�1( ti 1 _ i i _1� .lam 6" ._____,.. i v (150 mm) _ 12" 6" 12" --...- 14" (300 mm) --,P.- (150 mm) (300 mm) (355 mm) _...._ 4 INCH 17 -114" VALVE . (440 mm) • ' JEL 1i FxF: 13 -5/8" (346,1 mm) I FXG: 13- 11/16" (347,7 mm) ' • !__ • ir �l � dbQ Gx 13 -3/4" (349,3 mm) ; a 1. r m/ 1 l i t -'7 - 111114 - . '-1-.=. i =r— - - - -- 1 1- ��, f 11 -1/2" _� 7 -1/4" -.I-- 15" 14 -3/4" (290 mm) (190 mm) ; (380 mm) (375 mm) 6 INCH (DN 150) II 1 1 SO VALVE �� 18-314" :i �r „ 16" Is!, 1e (475 mm) • • • •' {406.4 mm) V-') =lab FxF, FxG, an P1 or GxG 1( iwil Ar . .. I 11:0111111i , e, e el IIIITIO Mr 4 -1/2" ( 115 mm) W i FIGURE 7 MODEL DPV -1 DRY PIPE VALVE — INSTALLATION DIMENSIONS — Page 14 of 20 TFP1020 1/2 INCH NPT 1/2 INCH NPT NOTES :. B CONNECTION CONNECTION 4. SLOPE 3/4" ANGLE VALVE AND A FOR OPTIONAL FOR SYSTEM t al AIR PRESSURE AIR SUPPLY 314" x 4 -1/2" NIPPLE (OF ASSEMBLY B) 4 _� SYSTEM INTO DRIP FUNNEL TO FACILITATE AIR SUPPLY SWITCH SUFFICIENT LOW BODY DRAINAGE. PRESSURE \ ( ?? 1 AIR SUPPLY DRIP GAUGE \ � CONTROL VALVE LOW BODY 1/2 INCH NPT FUNNEL W ,� (NORMALLY DRAIN VALVE CONNECTION SLOPE 1 INCH NPT t. * X OPEN) (NORMALLY FOR OPTIONAL TO FIT CONNECTION yv CLOSED) ACCELERATOR 1/2 INCH NPT FOR LOCAL ^'<•, I'� CONNECTION SPRINKLER ' 7 V t A o e AUTOMATIC ejy DRAIN VALVE FOR W E ALARM trik m n/� SWITCH 1 MAIN � I .. • 1 B .. 3 / 4 INCH NPT DRAIN VALVE �� ,�� CONNECTION � j $. � � '}� FOR WATER (NORMAL CLOSED m - ' 4 O I � � MOTOR ALARM 2 INCH NPT , r ` 1 1` / % CONNECTION C ° TO DRAIN S IN (DN150) DRIP (� MODEL DPV -1 .4 FUNNEL M ,- C DRY PIPE VALVE NOTES: Q 1 o! 0 �� 4* 1. INSTALL TRIM ASSEMBLIES IN ® e - l ` ALPHABETICAL ORDER. ` 1 `" A`� ALARM 2. SEE FIGURES FOR VALVE PORT / �(f 1 -1/4 INCH NPT SYSTEM TEST VALVE IDENTIFICATION. CONNECTION WATER SUPPLY (NORMALLY 3. ROUTE 1/4" TUBING TO DRIP TO•DRAIN - - - - - . PRESSURE CLOSED) FUNNEL. GAUGE FIGURE 6 — Part 2 of 2 6 INCH (DN150) MODEL DPV -1 DRY PIPE VALVES . — ASSEMBLY PROCEDURE FOR VALVE TRIM — TFPIO2O Page 13 of 20 9 1 NOTES: fil '';;W:1 1. SEE FIGURE 3 FOR VALVE PORT IDENTIFICATION. 42 " r 4 2. ROUTE 1/4" TUBING, ITEM 16, TO DRIP FUNNEL, ITEM 14. \�u e ,, 35 3. SLOPE 3/4" ANGLE VALVE, ITEM 9, AND 3/4" x 4 -112" NIPPLE, � 5 ITEM 42, INTO DRIP FUNNEL, ITEM 14, TO FACILITATE - 14 V 29 ry � SUFFICIENT LOW BODY DRAINAGE. S LOPE 8 LOCATION TO FIT 35 I � "itr FOR OPTIONAL o•'. ' . ELECTRICALLY 18 , 1 35 SUPERVISED 1 21 +�� G��, 9 N.O. ALARM "' ! * � 40 6 f 16 CONTROL y� 3 26 rys 27 O I (TINT) GREEN VALVE H� 42 t � . 18 \ (BVS -3/4 ) 17 �, s'�1 33 , ( 35 43 1 f ` e 3 `' ` 27 *, l 28 37 r le A 20 . 35 ''' a% 31 / fit• I1;� I 32 ( (gy m ° • ° � 31 *, 19 r o o 11� 30 l CV e_-.,(_ 40 10 ` /,% 44 41 ( 41 All 40 '70 tii, J i ®!D 23 • �C 40 6 INCH (ON150) 42 • 12 31 (4%, r' MODEL DPV -1 14 35 24 DRY PIPE VALVE • l'' ell 13 38 Q 4:‘' ___ 0 <",/ ® 39 � 7 ` # 34 14 22 35 %l�e 25 e NO. DESCRIPTION QTY. P/N ) 2 6,, 1 36 28 s 1 250 psi- 1750 KPa , j ( a Air Pressure - fi"' „ `� Gauge 1 92- 343 -1 -012 17 �� 33 ��/ • 2 300 psi/ 2000 kPa Water Pressure - Gauge 1 92- 343 -1 -005 3 1/4" Gauge Test NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N Valve 2 46- 005 -1 -002 4 1/4" Pressure 17 1/4" Plug 2 CH 34 1/2" x Close Relief Valve 1 92- 343 -1 -020 18 1/2" Plug 2 CH Nipple 1 CH 5 1/2" Angle Valve 1 46-048-1-004 19 3/4" Plug 1 CH 35 1/2" x 1 -1/2" 6 Model AD -1 20 1" Plug 1 CH Nipple 8 CH Automatic 21 1/2" x 1/4" Reducing 36 1/2" x 2" Nipple .... 1 CH Drain Valve 1 52- 793 -2 -004 Bushing 1 CH 37 1/2" x 2 -1/2" 7 1/2" Ball Valve 1 46- 050 -1 -004 22 1/2" Union 1 CH Nipple 1 CH 8 1/2" Swing 23 3/4" Union 1 CH 38 1/2" x 3" Nipple .... 1 CH Check Valve 1 46- 049 -1 -004 24 1/2" 90° Elbow .... 1 CH 39 1/2" x 6" Nipple .... 1 CH 9 3/4" Angle Valve 1 46- 048 -1 -005 25 1/2" 45° Elbow .... 1 CH . 40 3/4" x 1 -1/2" 10 3/4" Swing 26 . 1/2 "Cross . , .:..1 :: CH . , Nipple 5 CH Check Valve 1 46- 049 -1 -005 27 1/2" Tee 2 CH 41 3/4" x 2" Nipple .... 1 CH 11 2 " Angle Valve 1 46- 048 -1 -009 28 1/2" x 1/4" x 1/2" 42 3/4" x 4 -1/2" 12 Drip Funnel Reducing Tee 2 CH Nipple 2 CH Connector 1 92 -211 -1 -005 29 1/2" x 1/2" x 1/4" 43 1 "x 4" Nipple 1 CH 13 Drip Funnel Reducing Tee 1 CH 44 2" x 4 -1/2" Bracket 1 92- 211 -1 -003 30 3/4" 90° Elbow .... 1 CH Nipple 1 CH 14 Drip Funnel 1 92- 343 -1 -007 31 3/4" x 1/2" x 3/4" 15 3/32" Vent Reducing Tee 3 CH All Fittings and Nipples Fitting 1 92-032-1-002 32 1" x 1" x 1/2" are Galvanized 16 1/4" Tube, Reducing Tee 1 CH 24" Lon. 1 CH 33 1/4" x 3" Nipple .... 2 CH CH: Common Hardware FIGURE 6 — Part 1 of 2 6 INCH (DN150) MODEL DPV -1 DRY PIPE VALVES — EXPLODED VIEW OF VALVE TRIM Page 12 of 20 TFP1020 I' 1/2 INCH NPT AIR SUPPLY CONNECTION CONTROL VALVE. . • FOR OPTIONAL (NORMALLY r �,' _r ••• ACCELERATOR OPEN) 1/2 INCH NPT MAIN f *� v CONNECTION t' SYSTEM DRAIN VALVE 4, ------ s 6; 7 1/2 INCH NPT AUTOMATIC FOR OPTIONAL AIR SUPPLY (NORMALLY CONNECTION DRAIN VALVE AIR PRESSURE PRESSURE CLOSED) FOR WATERFLOW SWITCH GAUGE SLOPE B PRESSURE ALARM 1 ,\ DOWN SWITCH D 3/4 INCH NPT - � y'►� u FOR WATER ll) �_ j A ''" � 'P MOTOR ALARM oll� U / !Pk /� � �� - m • m U�� lt►��( /d s (0/& - �l � INCH NPT 4 2 1/2 INCH NPT >/' d I % �� "�„� CONNECTION �' 614 I, � 01 ) „Or TO i FOR SYSTEM �' I u `�1 I , i TO DRAIN AIR SUPPLY o liq� � % , ��` <<,.I �LH C �fl f `• q � � 1� � Y �rj 4 INCH (DN100) Fr V ALARM if �g��% MODEL DPV -1 (NORMALLY *...0,_. 74 �� DRY PIPE VALVE r. r.), CLOSED) 3/4 \ 1 INCH NPT NOTES: INCH NPT B CONNECTION 1. INSTALL TRIM ASSEMBLIES IN SYSTEM FOR LOCAL ALPHABETICAL ORDER. WATER SUPPLY CONNECTION SPRINKLER PRESSURE TO DRAIN ✓ 2. SEE FIGURE 3 FOR VALVE PORT GAUGE `•! LOW BODY IDENTIFICATION. DRIP DRAIN VALVE 3. ROUTE 1/4" TUBING TO DRIP FUNNEL. FUNNEL 1 -1/4 INCH NPT (NORMALLY 4. SLOPE ASSEMBLY B DOWN TOWARD CONNECTION CLOSED) BACK OF VALVE TO FACILITATE TO DRAIN SUFFICIENT LOW BODY DRAINAGE. FIGURE 5 — Part 2 of 2 4 INCH (DN100) MODEL DPV -1 DRY PIPE VALVES • — ASSEMBLY PROCEDURE FOR VALVE TRIM — • j . • • TFP1020 Page 11 of 20 `", t,i, 15 16 NOTES: 1. SEE FIGURE 3 FOR VALVE .,( , • ( GREEN TINT) PORT IDENTIFICATION. r ! :NM 9 G 6 2. ROUTE 1/4" TUBING, ITEM 16, s ti 4 34 5 �, 2 , ,•• 27 1 TO DRIP FUNNEL, ITEM 14. -� ��j�' gg tiw 18 3q �� '" 3. SLOPE 3/4" ANGLE VALVE, ITEM 9, DOWN TOWARD BACK SLOPE 29 :'7 %` \ ��ie , „ ' 34 � .4. 12 OF VALVE TO FACILITATE DOWN ("1 ' C) d m,..D % SUFFICIENT LOW BODY / ��ir 26 1, , DRA INAGE. A 8 0 `� 27 LOCATION 19 L� 34 a r�� 32 ■ FOR OPTIONAL 36 0 � _ 1 � `# 13 "� ELECTRICALLY 0 30 �\ _ _— 11 ►�� SUPERVISED .� �' ''' .,�� , ) 21 '� « 14 , "4 N.O. ALARM elf �%(� 44 `t CONTROL 41 r AO 30 i� 3 17 • �/ VALVE a 39 40 ��w' � .`✓ r� (BVS-3/4") 41..'" 10 e i �J d i 39 pk 23 m 1 30 � • 40 t'' 24 / 34 ‘ 34 '� 43 `.tok rj 1 ' 6 4 4INCH (DN100) II AP 33 4 --, 42 31 7 f∎ -% y r ( � y MODEL DPV -1 r 0 -�, 9 ��__��1:.� o „ DRY PIPE VALVE 25 r•`e - 7 \\ 33 �. �'.•� 38 �� rri 1 ee !' 37 s 1 22 " 2 NO. DESCRIPTION QTY. P/N 20 `I NO. DESCRIPTION QTY. P/N 28 3 30 3/4" x 1/2" x 3/4" 35 Reducing Tee 3 CH l r 250 psi: 1 KPa > x 1'2" Air Pressure Re a iric Tee - CH . Gauge 1 92-343-1-012 32 1/4" x 3' Nipple .... 2 CH 2 ' 300 psi/ 2000 kPa • 33 1 /2' x Close Water Pressure NO. DESCRIPTION QTY. P/N Nipple - 2 CH Gauge 1 92 -343 -1 -005 34 1/2" x 1 -1/2" 3 1/4" Gauge Test - 15 3/32" Vent Nipple 7 CH Valve 2 46 -005 -1 -002 Fitting 1 92- 032 -1 -002 35 1/2" x 2" Nipple .... 1 CH 4 1/4" Pressure 16 1/4" Tube, 36 112" x 2 -1/2" Relief Valve 1 92 -343 -1 -020 24" Long 1 CH Nipple 1 CH 5 1/2" Angle Valve ... 1 46 -048 -1 -004 17 1/4" Plug 2 CH 37 1/2" x 3" Nipple 1 CH 6 Model AD -1 18 1/2" Plug 2 CH 38 1/2" x 3 -1/2" Automatic 19 3/4" Plug 1 CH Nipple 1 CH Drain Valve 1 52- 793 -2 -004 20 1" Plug 1 CH 39 3/4" x Close 7 1/2" Ball Valve 1 46- 050 -1 -004 21 1/2" x 1/4" Reducing Nipple 2 CH 8 1/2" Swing Bushing 1 CH 40 3/4" x 1 -1/2" Check Valve 1 46- 049 -1 -004 22 1/2" Union 1 CH Nipple 2 CH 9 3/4" Angle Valve ... 1 46- 048 -1 -005 23 3/4" Union 1 CH 41 3/4" x 2" Nipple 1 CH 10 3/4" Swing 24 1/2" 90° Elbow .... 1 CH 42 3/4" x 3" Nipple 1 CH Check Valve 1 46- 049 -1 -005 . 25 112" 45° Elbow .... 1 CH 43 1" x 4" Nipple 1 CH 11 2" Angle Valve .... 1 46- 048 -1 -009 26 1/2" Cross ' 1 CH 44 2" x 4 -1/2" 12 Drip Funnel 27 1/2" Tee 2 CH Nipple 1 CH Connector 1 92- 211 -1 -005 28 1/2" x 1/4" x 1/2" 13 Drip Funnel Reducing Tee 2 CH All Fittings and Nipples Bracket 1 92- 211 -1 -003 29 1/2 "x 1/2" x 1/4" are Galvanized 14 Drip Funnel 1 92- 343 -1 -007 Reducing Tee 1 CH CH: Common Hardware FIGURE 5 — Part 1 of 2 4 INCH (DN100) MODEL DPV -1 DRY PIPE VALVES — EXPLODED VIEW OF VALVE TRIM — Page 10 of 20 TFP1020 1 AIR SUPPLY 1/2 INCH NPT 1/2 INCH NPT NOTES: CONTROL VALVE CONNECTION CONNECTION 1, INSTALL TRIM ASSEMBLIES IN (NORMALLY OPEN) FOR OPTIONAL FOR OPTIONAL ALPHABETICAL ORDER. ACCELERATOR AUTOMATIC AIR PRESSURE SWITCH 2. SEE FIGURE 3 FOR VALVE PORT 1/2 INCH NPT ) I DRAIN VALVE IDENTIFICATION. CONNECTION 3. ROUTE 1/4" TUBING TO DRIP FOR SYSTEM AIR SUPPLY H � C y1 FUNNEL. Cyyr SYSTEM e,,� '`(C �� AIR SUPPLY MAIN 1/2 INCH NPT �,., PRESSURE DRAIN VALVE CONNECTION G ` / ' D � +'rx GAUGE A (NORMALLY CLOSED) VJATERFLOW ' E ) PRESSURE ALAR u �,,� 1 '' O l SWITCH 1 d c 1 ,Ye ,� 11 \ J .�.- te 1 -1/4 INCH NPT DRIP { < CONNECTION FUNNEL 1 -1/4 INCH NPT TO DRAIN \/� " Aft � CONNECTION a Ill J �� y TO DRAIN 1 INCH NPT , C 0 / 2 -1/2 INCH (DN65) CONNECTION or 3 INCH (DN80) FOR LOCAL r #0 �� ` j MODEL DPV -1 SPRINKLER Zvi, Oe f'l�� DRY PIPE VALVE • 44 F iE .� .4 r, LOW BODY ALARM DRAIN VAL VE TEST VALVE SYS I EM - -' ' , ' ' . - , ' (NORMALLY (NORMALLY WATER SUPPLY 3/4 INCH NPT CLOSED) CLOSED) PRESSURE CONNECTION GAUGE TO DRAIN FIGURE 4 — Part 2 of 2 2-1/2 and 3 INCH (DN65 and DN80) MODEL DPV -1 DRY PIPE VALVES ' — ASSEMBLY PROCEDURE FOR .VALVE TRIM — I . I TFP1020 Page 9 of 20 2 32 16 NOTES: �7 ,� � ¢ � 1 1. SEE FIGURE 3 FOR VALVE 5 t 19 PORT IDENTIFICATION. 20 6 '\ "� 9 32 23 2. ROUTE 1/4" TUBING, ITEM 14, , 32 4•� ■ - TO DRIP FUNNEL, ITEM 12. 34 gi `<V' 32 32 ;.. � , 9 ,i1� 30 A 15 �` ,° 33 r ��, . 3 31 24 16 4 22 25 H _ y al 27 it it a0 � a 31 LOCATION 32 ■ 23 36 IP 11• 8 Mo FOR OPTIONAL � �1• ,- ll 40 ELECTRICALLY � e 10 � m 1 16 taw, SUPERVISED 32 0 1t r, N.O. ALARM 20 �" (yj 31 CONTROL t1 _I' 12 to. y VALVE j � 7 ": 2 -1/2 INCH (DN65) 26 1 " (BVS -1/2 ") , o or 3 INCH (DN80) 31 k• ► 39 al MODEL DPV -1 ' 28 DRY PIPE VALVE 13 ��4s F 6 35 17 011'� . 14 ( TINT) � /r ,�� ` 3 NO. DESCRIPTION QTY. PIN 1 32 (, 2 21 ( ( 'f ( o 7 27 1/2" x 1/2" x 3/4" 38 Reducing Tee 1 CH NO. DESCRIPTION QTY. P/N 30 �° " 15 t '� Reducing Tee 1 CH 29 Not Used 1 250 psi/ 1750 kPa 3 30 1/4" x 3" Nipple .... 2 CH Air Pressure 31 1/2" x Close Gauge 1 92- 343 -1 -012 NO. DESCRIPTION QTY. P/N Nipple 4 CH 2 300 psi/ 2000 kPa 32 112" x 1-1/2" VVater Pressure 92 -343 -i -005 Fitting . . ...... 1 92- 032 -1 -002 33 1/ 1 Gauge . pie CH 2 "x2 ' Nipple.,..1 CH Valve. 1l4' Gault: les: -ube 34 1!2" x -1 :� ' 4 Model . 4` -385 -1 -002 15 18` Long ..... 1 ..... CH Nippl 1 CH ' .. . . . 2 �" 5 1/4" Plug 2 CH 35 1/2" x 6" Nipple .... 1 CH Automatic 16 1/2" Plug 2 CH 36 3/4" x Close Drain Valve 1 52- 793 -2 -004 17 1" Plug 1 CH Nipple 1 CH 5 1/4" Pressure 18 1/2" Union 1 CH 37 3/4" x 1 -1/2" Relief Valve 1 92- 343 -1 -020 19 1/2" x 1/4" Reducing Nipple 1 CH 6 1/2" Ball Valve .. , 2 46- 050 -1 -004 Bushing 1 CH 38 3/4" x 2 -1/2" 7 3/4" Angle Valve ... 1 46- 048 -1 -005 20 1/2" 90° Elbow 3 CH Nipple 1 CH 8 1 -1/4" Angle Valve .1 46- 048 -1 -007 21 3/4" 90° Elbow 1 CH 39 1" x Close Nipple .. 1 CH 9 1/2" Swing 22 1 -1/4" 90° Elbow 1 CH 40 1 -1/4" x Close Check Valve 2 46- 049 -1 -004 23 1/2" Cross 2 CH Nipple 1 CH 10 Drip Funnel 24 1/2" x 1/2" x 1/4" 41 1 -1/4" x 4" Nipple .. 1 CH Connector 1 92- 211 -1 -005 Reducing Tep ..... 1 CH 11 Drip Funnel 25: 1/2 Tee,:.'::, .,....1 CH ''..' All Fittings and Nipples Bracket 1 92- 211 -1 -003 26 1/2" x 1/4" x 1/2" are Galvanized 12 Drip Funnel 1 92- 343 -1 -007 Reducing Tee 2 CH CH: Common Hardware FIGURE 4 — Part 1 of 2 2 -112 and 3 INCH (DN65 and DN80) MODEL DPV -1 DRY PIPE VALVES — EXPLODED VIEW OF VALVE TRIM — Page 8 of 20 TFP1020 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM CLAPPER A SSEMBLY Q ;;;;; NPT 7 f - ' - AISULY I \\ PORT CLAPPER ASSEMBLY I 01 _ TO FULLY OPEN o� h o uu uuu w VVII� 11`' .i. 4M`•I 3/4" NPT ALARM VIf . 007 03 PORT OPEN TO CLAPPER A 1 1 1 ASSEMBLY POSITION � 1/2" NPT • _ �WATERSUPPLY � � i^ 02 PRESSURE 9� '�6Z Owr & ALARM VVV� TEST PORT R ALARM WATERFLOW PORT �� CLAPPER . TO ALARM ASSEMBLY AIR FROM S FROM WATER SUPPLY WATER SUPPLY -�. 6 ALARM FIGURE 3A �.� FIGURE 3C WATER SET POSITION SEAT PORT OPERATED POSITION � � �� 03 DRAIN FROM DRAIN � , . SYSTEM FROM SYSTEM INTERMEDIATE 111 VALVE COMPLETE ! �_ . CHAMBER WATERWAY PUSH HERE �J FIGURE 36 �/ SET POSITION TO RESET INTERMEDIATE VALVE • CLAPPER CHAMBER ASSEMBLY RESET LATCHED , KNOB OPEN • .RESET ' air wil ASSEMBLY 3/4" NPT it yea UT _ � MI LOW BODY /// CLAPPER � � DRAIN .f...;:4:-....N:=; „ 1 / �I/ PIVOTS TO PORT '�� / / UNLATCH 04 .- �- CLAPPER ,/ , .4 " � Z Zff. t : i , ice ASSEMBLY � r; 2" NPT MAIN PORT DRAIN CLAPPER ;• LATCH ;:. CLAPPER 05 1111111: IMO III ASSEMBLY RESEATED WATER SUPPLY WATER SUPPLY SHUTOFF SHUT OFF FIGURE 3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3 — Part 2 of 2 MODEL DPV -1 DRY PIPE VALVES 6 INCH (DN150) — SET AND OPEN POSITIONS — TFP1O2O Page 7 of 20 AIR PRESSURE WATERFLOW TO SYSTEM TO SYSTEM 4 CLAPPER CLAPPER R 1 "NP7 ASSEMBLY ASSEMBLY AIR SUPPLY IN SET FULLY OPEN PORT POSITION If 01 � NI �� CLAPPER LATCH 111 I ' ��' PIVOTS TO ALLOW �� d ` WATE T O FULLY OPEN CLAPPER ASSEMBLY � i SUPPLY PRESSURE er-- !T•- -72- �`' 3/4" NPT ALARM 111- - mi & ALARM 131 s, 4 PORT OPEN TO I • TEST PORT "11 ATMOSPHERE ATMOSPHERE G, �� 02 — 0111 NI 03 I� or 02 ALARM PORT 1 r WATERFLOW CLAPPER TO ALARM ASSEMBLY 1 r FROM FROM WATER SUPPLY AIR WATER SUPPLY FIGURE 3A y/ ,�,, . �, FIGURE 3C SET POSITION WATER �� SEAT ALARM OPERATED POSITION SEAT 03 PORT DRAIN FROM DRAIN FROM IIVINTERMEDIATE SYSTEM SYSTEM VALVE COMPLETE WATERWAY CHAMBER PUSH HERE FIGURE 3B TO RESET SET POSITION VALVE • INTERMEDIATE �� L n CHAMBER RESET / NO �+ v RRE; KNOB s LATCHED �Y • RESET IVY OPEN p CLAPPER • ASSEMBLY - w <:: , "4 LATCH 7 - �! +I / y // �� CLAPPER PIVOTS TO + N� LATCH UNLATCH / / / ��, 4 mi l. it CLAPPER i.... a . ,, • :' -- -- O am or e / ASSEMBLY Y�Id - V 1 'vn 04 - MAIN DRAIN PORT: ■ 3/4" NPT 1 -1/4" NPT* (2 -1/2 INCH CLAPPER LOW BODY VIII 05 & 3 INCH VALVES) Mill 1111 ASSEMBLY DRAIN 2" NPT (4 INCH VALVE) RESEATED PORT WATER SUPPLY *DN40 FOR VALVES WITH WATER SUPPLY SHUT OFF ISO THREADED PORTS SHUT OFF FIGURE3D FIGURE 3E DRAIN POSITION RESET POSITION FIGURE 3 — Part 1 of 2 MODEL DPV -1 DRY PIPE VALVES 2 -1/2, 3, and 4 INCH (DN65, DN80, and DN100) . — SET AND OPEN POSITIONS — Page 6 of 20 TFP1020 This action permits water flow into the Operating system piping and subsequently to be Maximum System Air discharged from any open sprinklers. Water Supply Pressure Principles Also, with the Clapper Assembly open, the intermediate chamber is pressur- Pressure, Range, The Model DPV -1 Dry Pipe Valve is a zed and water flows through the alarm psi psi differential type valve that utilizes a port (Ref. Figure 3B) at the rear of the 20 10 substantially lower system (air or nitro- DPV -1 Valve to actuate system water gen) pressure than the supply (water) flow alarms. The flow from the alarm 60 15 - 23 pressure, to maintain the set position port is also sufficient to close the oth- shown in Figure 3A. The differential erwise normally open Automatic Drain 80 20 - 28 nature of the DPV -1 is based on the Valve in the valve trim. area difference between the air seat 100 25 - 33 and the water seat in combination with After a valve actuation and upon sub - the ratio of the radial difference from sequent closing of a system main con- 120 30 - 38 the Hinge Pin to the center of the trol valve to stop water flow, the Clap - Water Seat and the Hinge Pin to the per Assembly will latch open as shown 145 35 - 43 center of the Air Seat. The difference in Figure 3D. Latching open of the is such that 1 psi (0,07 bar) of system DPV -1 will permit complete draining of 165 40 - 48 air pressure can hold approximately the system (including any loose scale) 5.5 psi (0,38 bar) of water supply pres- through the main drain port. 185 45 - 53 sure. During the valve resetting procedure Table B establishes the minimum re- and after the system is completely 205 50 58 quired system air pressure that in- drained, the external reset knob can 225 55 - 63 cludes a safety factor to help prevent be easily depressed to externally un- false operations that occur due to latch the Clapper Assembly as shown ,, .; .. 250 60 - 68 water supply fluctuations. in 'Figure 3E. As such, the Clapper — Assembly is returned to its normal set TABLE B The Intermediate Chamber of the position to facilitate setting of the dry SYSTEM AIR PRESSURE DPV -1 is formed by the area between pipe sprinkler system, without having REQUIREMENTS the Air Seat and Water Seat as shown to remove the Handhole Cover. in Figure 3B. The Intermediate Cham- ber normally remains at atmospheric pressure through the Alarm Port con- nection and the valve trim to the nor- mally open hnomatio Drain Valve (Fig. 4, 5, or 6). Having the Intermeai- ate Chamber, Figure 3B, open to at- • mosphere is critical to the DPV-1 Valve remaining set, otherwise the full - resulting pressure of the system air pressure on top of the ClapperAssem- bly cannot be realized. • For example and assuming a water supply pressure of 100 psi (6,9 bar), if - • the system air pressure is 25 psi (1,7 bar) and there was 15 psi (1,0 bar) pressure trapped in the Intermediate Chamber, the resulting pressure across the top of the Clapper would only be 10 psi (0,7 bar). This pressure would be insufficient to hold the Clap- per Assembly closed against a water supply pressure of 100 psi (6,9 bar). It is for this reason that the plunger of the Automatic Drain Valve must be de- • ` • pressed during several of the resetting steps, as well as during inspections, making certain that the Automatic Drain Valve is open. . When one or more automatic sprin- klers operate in response to a fire, air pressure within the system piping is relieved through the open sprinklers. When the air pressure is sufficiently reduced, the water pressure over- comes the differential holding the Clapper Assembly closed and the Clapper Assembly swings clear of the water seat, as shown in Figure 3C, • TFP1020 Page 5 of 20 FLOW RATE IN LITRES PER MINUTE (LPM) (1 GPM = 3.785 LPM) 500 700 1003 2000 3000 5000 7000 10000 9.0 IIIIII•IMM ■ ■■■ ��.. ■ ■ ■■■■A1IIIlt ■t.■■ ■■' ■ �..■I•,■ ■■■�.�./ 0.60 ....■ ■ ■ ■ . ■ ■■ ■rC ■ ■II ■■■I�.I..IA - 6.0 ■ ■.... :MInil :::::: :::::: EN AN 0,50 ■■ ■ ■■ ■■■1■ ■1■ II■ ■ ■■■■NIIIII■ ■■F ■■■■ ■■1 ■ I _ ■■ ■I■ ■■■ u■■■ I■ C■■ ■■■■■ IIIIIIIII ■ ■■■//C I.a■■■ ■■. ■ ■■►I■■■■■I ■■II■■ �MIMIM��C11111111111111IMMIM= ■ raravorma— zr..: : : —. 7.61 0,40 0��::::::C�CC::: WM C:.C.: =I:= ®GICDImC::�D NOMMIMN■■ ■■■=111111111111111111111fi ■■■ ■11■n1 NO MI IMtiIIIII■■■■M► /EBE■ 0,30 4.0 mnimounimmimmummumminsonvfiammoninimmiudommoiminusanumum EimiurnmilmEmimiiminimmomlonommowinNINUIllinlIummwienimINNIAMOIMImMi ..IIM. ■ ■ ■ ■ ■IIIIIII...■■■■■■MZMII■I III. ■■ ■■■■ IA... ■ ■ ■■■ A M.M.■ .....■ ■■■■NI.. ■■■ n1111/1ME■■■IM...■■■■ INIMM.■ .....■■■■MI...�CC ■..E I OFAI ■ ■ ■ ■■■►.. ■. ■■■ UMENME.■ .....■ ■■■■�. ■ ■■■ .I C 1, 11■■■■ ■ra.....■ 3.0 E. iiii iii iiii ' ■ r l ■ i.ii I A i uu uu vAm MNC 11 ' = 0'20 • iIIHhIIIIlIHIII 1 I ! NHiIi 11111511111uuII z 2.0 a111M11::•iuimu 24'0 'uuiIIIi•iur�1♦U•rnvi1♦Ya•u■ �.■■■■ M Lu ■■�■■ : ° Imn.■�.Ir■■■■■Iwi■■■■■■MM�p _■ ■■■■■N.. , 'AuIU .'A R••I��.'a■■■■■I��•.■ - .ri ■...�. • _�- r nu1111111 C /. ■ ■■....I,.■■.■■■�...■ x O ...■■■■■■■ moIMM , / ■ ■1 ■111111. /A ■■ ■ ■ ■..n■ ■■■■ ■■.EI■ ■■ m V) ■■■ ■■■■■■I•■■■■ r ' 411I1111 1/ ■■■■.I ■■■■ ■ ■. ■■ ■■ 0,10 • ■ ■ ■ ■ ■ ■■ ■ ■1 ■ ■1 h� IA1 1111 0� I Z a : : : ■ ■ ■ ■ : ■I :r 20 nICIII o „'t"",� � "�'1' 0,09 O p EIMIMM11♦I••• r/IMI O � 1 ■■■ lVAIMMI ►d■ ■II•U•l■ _ 0,08 o m = 1.0 =niiiiBi ..= ?. 'a. . -? • 11,111111111111111111U1 „..6- 1 IIIMMWiin� = i� 0 cc co a 0 .9 Im�l.�■M ■�I� ^ ',moss M o /1111111111111111111 0 2 r. % ■ 0,06 2 o z .ls.■■■■ ■I , ti I■ ■■■I I / 7 ■ ®..■I■■u1�...■ w u . CL 0.8 ■ ■ ■■■■■■■■ /■.■ ■■111/1 /A11111N v r ■ ■ ■ ■..fl■■IB..■ ° 0.7 ■■■■ ■ ■ ■■■ ■0. ■■■■■■■■► - £ I I �11 1111. ■ ■■■ 0,05 Z 0 d REMIIIMMIUM, w �� • I;r 1011111 I - -- 1 ■ ■ ■■ Q • 0.6 — -- - <r �_ , -, , _ - - - -, ___ 4 —_ cos 1. - -- i ... E _ _ — °. �■ � ... a .. ii i.p u�i iM.� 0,03 J ��1� ■ ■ ■ ■■ �ti < ° ' 4 ��MM�i _ ir411111111111111111 ■�N11i1r /-i■ IMiiANI o _ • = . . %> ■ ■MI UO � a �v�II ■MOan� z 0 3 - IMI A•I : :w/R■.1111111� /1•.. ■ ■.I.. ■. ■ ■ ■.■I�NO II 0,02 ■ C C iM■■..■■ ■..IID.A. ■ ■ ■ ■ ■ ■.M�... ■ ■.■■...■■ IIIIIMIIIII!d1IIflHIII!ilhIIIIIIIHflhIIIIflIHI .... ,11111.. /AIMMIIIIII11 UUUII■I..v..IIII 0.2 .��rl. ■■■■■MI// ■ ■ ■ ■W I■11 ■ ■ ■I� ■ ■C■ ■■■q..■■■■ ■■NI.INI.■ MMEWSIMOMMENNEMNIONIMMEMIFAMIUMMIMMIIIIMMMENUMAMMOMMEMMEN . ■..I .r ■. ■/•. ■■ ■ ■■■I 111111■_. ■■■■■■111v. ■■ ■■III....■ ■ ■I■ IIMMU I ■ ■ ■ ■ ■ ■ ■1EMI111111■ ■■■ O.�N ■N■IN■■■ ■ i u llhI Vi lIIHh ! IHIIIIIIUIIIOII1lIIIIIIIIII1HI ■■■■■1■►AI■■■■ '/ 11■I ■ ■111■■■■ 0,01 0.1 ' 100 200 300 400 500 700 1000 2000 3000 FLOW RATE IN GALLONS PER MINUTE (GPM) The approximate friction losses, based on the Hazen and Williams formula and expressed in equivalent length of Schedule 40 pipe with C =100 are as follows: • 2.2 feet for the 2 -1/2 inch valve at a typical flow rate of 250 GPM 4.9 feet for the 3 inch valve at a typical flow rate of 350, GPM . 8.9 feet for the 4 inch valve at at typical flow rate of 600 GPM 22 feet for the 6 inch valve at a typical flow rate of 1500 GPM FIGURE 2 MODEL DPV -1 DRY PIPE VALVES — NOMINAL PRESSURE LOSS VERSUS FLOW — • Page 4 of 20 TFP1O20 Technical Air /Water Seat Ring is brass, the Clap- ommended to be automatically main - per is bronze or aluminum bronze, and tained by using one of the following both the Clapper Retaining Plate and pressure maintenance devices, as ap- Data Latch are bronze. The Hinge Pin is propriate: aluminum bronze, and the fasteners Approvals: for the Handhole Cover are carbon • Model AMD -1 Air Maintenance De- UL and C -UL Listed. FM Approved. steel. vice (pressure reducing type). NYC under MEA 172 -02 -E (4 and 6 • Model AMD -2 Air Maintenance De- inch). Valve Trim: ,vice (compressor control type). Installation "'dimensions are giv in - Dry Pipe Valve: Figure 7, and the Valve Trim is illus- • Model AMD -3 Nitrogen Mainte- The Model DPV -1 Dry Pipe Valves are trated in Figures 4, 5, and 6. The Valve nance Device (high pressure reduc- for vertical installations (flow going Trim forms a part of the laboratory ing type). up), and they are rated for use at a listings and approval of the DPV -1 The Pressure Relief Valve provided maximum service pressure of 250 psi Valve and is necessary for the proper with the valve trim is factory set to (17,2 bar). The Valve dimensions are operation of the DPV -1 Valve. Each relieve at a pressure of approxi- shown in Figure 7. package of trim includes the following mately 45 psi (3,1 bar). If the normal Flanged connections are available items: system air pressure is less than or drilled per ANSI, ISO, AS, and JIS exceeds 40 psi (2,8 bar), then the specifications (Ref. Table A). The • Water Supply Pressure Gauge pressure Relief Valve must be reset to grooved outlet connections, as appli- • System Air Pressure Gauge relieve at a pressure that is in accord - cable, are cut in accordance with ance with the Authority Having Juris- standard groove specifications for • Air Supply Connections diction. steel pipe. They are suitable for use • Main Drain Valve Quick Opening Device: with grooved end pipe couplings that are listed or approved for fire protec- • Low Body Drain Valve As an option, the Model DPV -1 Dry tion system service. Available combi- Pipe Valve may be equipped with the nations of inlet and outlet connections • Alarm Test Valve Model QRS Electronic Dry Pipe Valve are detailed in the Ordering Procedure . Automatic Drain Valve Accelerator (4 and 6 inch sizes) as section. detailed in Technical Data Sheet Threaded port connections of valves • Drip Funnel TFP1100 or the Model ACC -1 Me- having flanges drilled to ANSI, AS, or • Connections For Optional Quick chanical Dry Pipe Valve Accelerator JIS specifications are NPT threaded Opening Device (Accelerator) l (2-1/2 ed 3, 4, and 6 inch sizes) as e e- per ANSI Standard 81.20.1. Threaded taied in Technical Data Sheet port connections o` valves 'laving NOTE TFP 1112. flanges drilled to ISO are available When the :•vstem pressure is grease The QRS or the ACC-1 is used to re- ' either threaded per ISO 7/1 or NPT than 175 psi :42,1 par). provision is to duce the time to valve actuation fol.- threaded per ANSI Standard B1.20.1. b made to replace the standard order l owing the operation of one or more Valves with NPT threaded ports will 300 psi (20, bar) Water. Pressure . automatic sprinklers. In some cases • readily accept the trim arrangements gauge with Separately ordered 600 the' use of a quickopening device such detailed in Figures 4, 5, and 6. psi (41,4 bar) Water Pressure Gauge. as the QRS or the ACC -1 may be re- Components of the DPV -1 Valves are Air Supply: quired to meet the requirements of the Compo ne s of the 1: P The Valves and pp y: National Fire Protection Association to shown Figure Body Table B shows the system air pressure meet water delivery times. Handhole Cover are ductile iron. The requirements as a function of the water Handhole Cover Gasket is neoprene, supply pressure. The air (or nitrogen) Patents: and the Clapper Facing is EPDM. The pressure in the sprinkler system is rec- U.S.A. Patent No. 6,557,645 Flange Drilling Specification Nominal Dimensions in Inches and (mm) Nominal ANSI B16.1 1 ISO 7005 -2 JIS B 2210 AS 2129 Valve Size (Class 125) (PN16) (10K) (Table E) Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. Dim. Dim. Qty. A B N A B N A B N A B N 4 Inch 7.50 0.75 . 7.09 0.75 6.89 0.59 7.00 0.71 (DN100) (190,5) (19y,,0) 8 (180,0) (19,0) 8 (175,0) (15,0) 8 (178,0) (18,0) 8 6 Inch 9.50 0.88 8 9.45 0.91 8 9.45 0.75 8 9.25 0.87 8 (DN150) (241,3) (22,2) (240,0) (23,0) (240,0) (19,0) (235,0) (22,0) ' Same drilling as for ANSI B16.5 (Class 150) and ANSI B16.42 (Class 150). Dim. A Qty. N 2 Same drilling as for BS 4504 Section 3.2 (PN16) and DIN 2532 (PN16). Bolt Circle— ' Number of Diameter r__ Bolt Holes c o� TABLEA c /\ o DIMENSIONAL SPECIFICATIONS Dim. B °-----\.i �� } � FOR SELECTI OF FLANGE DRILLING Bolt Hole \ ©V y . Diameter. . . , • TFP1020 Page 3 of 20 NO. DESCRIPTION QTY. REF. NO. DESCRIi' QTY. RAF. NO. DESCRIPTION QTY. REF. 1 Valve Body 1 NR 5 3/8 -16 UNC x 1" 8 5/8 -11 UNC x 1" 2 Air and Water Socket Head Cap Hex Head Cap Seat 1 NR Screw 8 NR Screw 6 CH 3 Water Seal 6 Handhole Cover 1 NR 9 Clapper 1 See (a) 0-Ring 1 NR 7 Handhole Cover 10 Clapper Facing .... 1 See (a) or (b) 4 Air Seal O- Ring.... 1 NR Gasket 1 See (b) 11 Clapper Facing Retaining Plate .... 1 See (a) 12 1/4 -20 UNC x 1/2" Socket Head Cap / Screw 9 See (a) 13 Clapper Hinge 0 e 14 Pin 1 See (a) 14 Reset Knob 1 See (c) 1 � 9 15 Reset Spring 1 See (c) o �'�/ 15 16 Reset Bushing .... 1 See (c) �� > ` 10 17 Reset Bushing �n. CLAPPER 16 0-Ring 1 See (b) or (c) t � v o ASSEMBLY. 18 Reset Plunger ��_ 11 RESET O -Ring 1 See (b) or (c) 17 PLUNGER 19 Reset Plunger 1 See (c) PARTS 20 Reset Latch u ' 12 Subassembly 1 See (c) 18, 21 21 Dow Corning FS3452 - ° Flourosilicone . 19 Grease, 1.5 g 1 See (b) or (c) CD 0 NR: Not Replaceable 'O : :'': 20 CH: Common Hardware O �- REPLACEMENT PARTS il NO DESCRIPTION P/N ti, (a) Clapper Assembly v i odes !terns �� 9 through 13 92- 309 -2 -60`3 � � 7b1 Repair Parts Kit cp \ Includes Items: 2 7, 10, 17, 18, 21 92- 309 -1 -604 i � - '�w � (c) Reset Plunger Parts Kit \\ O Includes Items: 14 through 21 92- 309 -1 -405 I k.-„,„4-0 4111114Y 4 1 6 41'. 411g1"---# -.\ ,, , 1 , 00 0 . 1 , . _ 5 / \ ® ' it 13 I I II( ' ,._. - - ' (� (/ — 8 FIGURE 1— Part 2of2 MODEL DPV -1 DRY PIPE VALVES 6 /NCH (DN150) — ASSEMBLY — Page 2 of 20 TFP1020 NO. DESCRIPTION QTY. REF. 1 Valve Body 1 NR 2 Air and Water Seat 1 NR 3 Handhole Cover 1 NR 4 Handhole Cover Gasket 1 See (b) t1 5 1/2 -13 UNC x 1" Hex -- Head Cap Screw: "; 6 12 2 -1/2 & 3 Inch Valves 5 CH 4 Inch Valve 6 CH ` Q 13 6 Clapper 1 See (a) ° 7 'guff � 7 Clapper Facing 1 See (a) or (b) /� CLAPPER RESET 8 Clapper Facing `+ ASSEMBLY © 14 PLUNGER Retaining Plate 1 See (a) °� -< C. 1/4" x 3 /8" Long ,y 15, 18 #10 -32 Shoulder 9',, Screw 5 See (a) 16 4 Inch Valve: 1/4 -20 UNC x 1/2" Socket Head Cap 17 Screw 7 See (a) ' 10 Clapper Hinge 01"-A\ Pin 1 See (a) 5? 11 Reset Knob 1 See (c) 12 Reset Spring 1 See (c) 4i.: ∎• 13 Reset Bushing 1 See (c) '; 14 Reset Bushing O -Ring 1 See (b) or (c) 15 Reset Plunger I. 0-Ring 1 See (b) or (c) — );1 •-/ -loge 1 See ■ `I ` 1 / ~�� 2 Subassembly 1 See (c) 18 Dow Corning FS3452 Flourosilicone rep. . 1 Grease, 1.5 1 See (b) or (c) � NR: Not Replaceable - ir 4 CH: Common Hardware 4 0 �4 4,0 REPLACEMENT PARTS / NO. DESCRIPTION P/N `� ®� ® 0 (a) Clapper Assembly Includes Items 6 -10: 2 -1/2 & 3 Inch Valves .. 92- 309 -2 -203 `- 4 tnch Valve ..... .... 92- 309 -2-403 10 r ® / 0 (b) Repair Parts Kit '�.,� /(( Includes Items 0 11IF 5 4,7,14,15, &18: 2 -1/2 & 3 Inch Valves .. 92- 309 -1 -204 4 Inch Valve 92- 309 -1 -404 (c) Reset Plunger Parts Kit Includes Items: 11 through 18 92- 309 -1-405 FIGURE 1 — Part 1 of 2 MODEL DPV -1 DRY PIPE VALVES 2 -1/2, 3, and 4 INCH (DN65, DN80, and DN100) — ASSEMBLY — tqca/ & Building Products Technical Services: Tel: (800) 381 -93121 Fax: (800) 791 -5500 Model DPV -1 Dry Pipe Valve, External Resetting 2 -1/2 thru 6 Inch (DN65 thru DN15O) 250 psi (17,2 bar) ' General ,, .x i . Description The Tyco® Model DPV -1 Dry Pipe _ Valves are differential valves used to automatically control the flow of water � into dry pipe fire protection sprinkler a 4 * t' systems upon operation of one or ,- more automatic sprinklers. The DPV -1 � �� • _ � __ also provides for actuation of fire ' alarms upon system 'operation. The �: S. . S i Model DPV -1 features are as follows: • External reset. �_. � t . w • 250 psi (17,2 bar) pressure rating. °' .0' • Unique offset single clapper design �� via . t ii `:> ii en nc s sir - convas , tc, _.. ... -, rn ;ze !ns.allation is o ..& • Ductile iron construction to ensure a • lightweight valve to minimize ship- - ping cost. • A variety of inlet and outlet connec- End Connections and Sizes tions. Nominal Valve Size • Compact, semi preassembled or End ' ' 2 -1/2 Inch 3Inch 4 Inch 6 Inch fully assembled, and easy to operate (DN65) (DN8O) (DN100) (DN150) valve trim. • Simple reset procedure through the Flange x Flange N/A N/A • • elimination of priming water. Dry pipe sprinkler systems are used in Flange x Groove N/A N/A • • unheated warehouses, parking ga- rages, store windows, attic spaces, Groove x Groove • • • • loading docks, and other areas ex- posed to freezing temperatures, where • Available water filled pipe cannot be utilized. N/A Not Available When set for service, the dry pipe sprinkler system is pressurized with air (or nitrogen). The loss of pressure through an operated automatic sprin- WARNING The owner is responsible for maintain - kler in response to heat from a fire The Model DPV -1 Dry Pipe Valves de- ing their fire protection system and de- permits the DPV -1 Dry Pipe Valve to scribed herein must be installed and vices in proper operating condition. open and allow a flow of water into the maintained in compliance with this The installing contractor or manufac- sprinkler system piping. Table B es- document, as well as with the applica- turer should be contacted with any tablishes the minimum required sys- ble standards of the National Fire Pro- questions. tem air pressure that includes a safety tection Association, in addition to the factor to help prevent false operations standards of any other authorities hav- that might occur due to water supply ing jurisdiction. Failure to do so may fluctuations. impair the performance of these de- vices. Page 1 of 20 AUGUST, 2007 TFP1020 TFP,1550 - Page 4 of 4 Care and Limited TFSBP was informed about the possi- bility of such damages, and in no Maintenance Warranty event shall TFSBP's liability exceed an amount equal to the sales price. Products manufactured by Tyco Fire The foregoing warranty is made in lieu NOTICE . & Building; Products . of any and all other warranties, express Before closing a fire protection system ( TFSBP) are warranted solely to the or implied, including warranties of main control valve for maintenance original Buyer for ten (10) years against merchantability and fitness for a partic- work on the fire protection system defects in material and workmanship ular purpose. that it controls, obtain permission to when paid for and properly installed shut down the affected fire protection and maintained under normal use This limited warranty sets forth the system from the proper authorities and and service. This warranty will expire exclusive remedy for claims based on notify all personnel who may be affect- ten (10) years from date of shipment failure of or defect in products, materi- ed by this decision. by TFSBP. No warranty is given for als or components, whether the claim is a fire protection products or components manufac- made in contract, tort, strict liability or After placing a rotection system service, notify tured by companies not affiliated by any other legal theory. in c, the proper authorities ownership with TFSBP or for products This warranty will apply to the full and advise a viese those ty o se the responsible rot e proprietary and/or b for o rmoni station and components which have been extent permitted by law. The invalidity, alarms. subject to misuse, improper instal- in whole or part, of any portion of this lation, corrosion, or which have not warranty will not affect the remainder. Responsibility lies With owners for the been installed, maintained, modified inspection, testing, and maintenance of or repaired in accordance with appli- Ordering their fire protection system and devices cable Standards of the National Fire in compliance with this document, as Protection Association, and /or the sten- Procedure well as with the applicable standards of dards of any other Authorities Having the National Fire Protection Association Jurisdiction. Materials found by TFSBP Contact your local distributor for avail - (for example, NFPA 25), in addition to to be defective shall be either repaired ability. When placing an order, indicate the standards of any authority having or replaced, at TFSBP's sole option. the full product name and Part Number jurisdiction. The installing contractor TFSBP neither assumes, nor authorizes (PIN). or product manufacturer should be any person to assume for it, any other contacted relative to any questions, obligation in connection with the sale of Model CV - 1F Check Valves Any impairments must be immediately products or parts of products. TFSBP Specify: size and P/N (below). corrected. shall not be responsible for sprinkler 2" (DN50) P/N 59- 590 -0 -020 Automatic sprinkler systems are recom- sys design errors or inaccurate or 2 -1/2•' (DN65) P/N 59 -590 -0 -025 A ec e incomplete information supplied b� mm (DN65': P'N 59 - 590 - - 076 • mended t� be I'1Sq.,�i tested, anu 76 V° ,' B'J.' - . e% ) � - esentativ.,s naintainec bv a g Weo I:nspe no , - „ a cc 59r -rq' • Service in accordance with local in no event shah. TFSBF be haute, in 1' (QN100. P;N 59 590 - - 040 requirements and /or national codes. contract, tort, strict liability or under 139,7 mm (DN125) P/N 59 -590 -0 -139 • any other legal theory, for inciden- 5` (DN125) P/N 59 - 590 - - 050 tal, indirect, special or consequential 165,1 mm (DN150) P/N 59 -590 -0 -165 damages, including but not limited to 6 "(DN150) P/N 59 - 590 - 0 - 060 labor charges, regardless of whether 8" (DN200) P/N 59 590 - - 080 10 (DN250) P/N 59- 590 -0 -100 12" (DN300) P/N 59 590 - 0 - 120 OUTLET COVER ■ FLOW .r y , O INLET... ll- _..,...OUTLET COVER .._...._ I 0 / 0 INLET FLOW VERTICAL ORIENTATION HORIZONTAL ORIENTATION FIGURE 4 MODEL CV -1F CHECK VALVES INSTALLATION , Copyright 0 2008 -2010 Tyco Fire Suppression & Building Products. All rights reserved. TFP1550 Page 3 of 4 4,16 18 17 9 - .®I�1 5 8 \�� 11111'{t,�, 1 OM ...._ ._._.._._._._._._._._ r 2 SEE w \ ' r 2 ( 7 g \ VIEW A 2 7 5 3 '- .� 2 „ -8. 10.._12,. I (DN50 DN200) (DN250 - DN300) ►v.+►l V! 0 1 1 16010 71 . VIEW A �) D ..__ .._.....____' DE S EILB 11 !� 14,16/ /1141 1 11,16 / �, L ; r i 19 - --- 6 %< r 5 6 �.- 1 , X15 10 -12 (DN50- DN200) (DN250 - DN300) DETAIL B Detail Part Material Qty. Detail Part Material Qty. Detail Part Material Qty. 1 Body Ductile Iron 1 - 6 Clapper EPDM 1 14 Locknut Stainless 1 Facing Grade "E” Steel 2 Cover Ductile Iron 1 7 Spring Stainless 1 15 P Cast Iron 2 Steel 1/2%14 NPT 3 Cover Nitrite Rubber 1 8 Hinge Stainless 1 16 Adhesive Thread AR Gasket Shaft Steel Sealer Hex Cap Steel, Zinc Retaining Stainless 4 Screw Plated AR 9 Him ±r,el AR 17 Nan?epiate Aluminum 1 Clapper Stainless Retention Stainless 2 - 8 Steel 11 Bolt Steel 1 18 Rivet Steel 2 (DN50 -200) 5 1 Clapper Retaining Stainless Stainless 10' -12 Ductile Iron 13 Disc Steel 1 19 Spacer Steel 1 (DN250 -300) FIGURE 2 Is`` .__. CN - ' - CHECK VGA I' .' ASSEMBLY . FLOW RATE IN LITRES PER MINUTE (LPM) (1 GPM = 3,785 LPM) 500 700 1000 2000 3000 0 5000 7000 10000 20000 30000 5 0000 - . ' ' ' �� * i' � t r il + f L � r .' G_ 0.30 40 } ___,_ _., d 30 0 cc KIII UI1II1I O Q m co cr. 2.0 • V .Z. -. �O� ry p� _ r..._ 1 �j... o m u O 3 + i + - ZG 4 t .._ -II p 4.‘ _ w coo FL ¢ 2 1 " 2(.41/0.,_4 �� ,10 ai o FL w '" c° ... .. 20�. _ O �14:4D 0,09 w u ¢ I :i1I ± ._ 1 �_L m. �. ) 'G� .1:..F.-:41 0,08 a. n - . 2 9 i.0 ��Ci�S�� r � �1-:, _ "'� I y; ... � �, , '� ,° I •z i�i �11�� 007 Q . G 0.9 Y w s _ n '1u paisuseritru 0,06 ? z G �i �iii�il�� /�i � �i�� ■ a 0 .8 zw iine . ■i r rgu �I , �rAi +mano noli 0,05 7 0.6 Qla� surd �o ri I mo � I m n 1/� m��0o��om ® • . 0.04 100 200 300 400 600 1000 2000 3000 4000 6000 10000 15000 FLOW RATE IN GALLONS PER MINUTE (GPM) FIGURE 3 MODEL CV-1F CHECK VALVES PRESSURE LOSS DATA TFP155O Page 2 of 4 __..___..__ 8 ._._..._.._.._.._. A OM ' ON inniMin I 0 / � . . ) - - 1/2" NPT 1/2" NPT --I f J ._ I Nominal Pipe Size Nominal Dimensions Inches (mm) Cover Approx. Bolt Torq. Weight ANSI Q.D. Lbs. -ft. Lbs. Inches Inches A B C D E F J (Nm) (kg) DN (mm) 2 2.375 6.75 4.38 2.55 2.57 3.25 4.75 1.62 18 9.0 DN50 (60.3) (171,5) (111,3) (64,8) (65.3) (82,3) (120,7) (41,5) (25) (4,5) 2 -1/2 2.875 8.00 5.80 3.41 3.40 3.86 6.00 1.70 39 10.0 DN65 (73.0) , (203 ( „ . 83,6) (66 4, (95',6( 15 2.2) a (51 (4. 76 6 � . , i . � , ( 3 3.500 8.37 5/6 3.60 3.10 3.88 6.00 1.70 • 30 11.0 DN80 (88.9) (212,6) (146,3} (91,4) (86,4) (98,6) (152,4) (43,2) (54) (5,0) - 4 4.500 9.63 6.74 4.61 3.63 4.56 7.13 1.84 50 25.0 DN100 (114,3) (244,6) (171,2) (117,1) (92,2) (115,1) (181,1) (46,7) (69) (11.3) 139.7 - 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 DN125 (139.7) (266,7) (190,5) (134,4) (106,7) (124,5) (193,0) (48,3) (54) (13.2) 5 5.563 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 DN125 (141,3) (266,7) (190,5) (134,4) (106,7) (124,5) (193,0) (48,3) (54) (13,2) 165.1 - 11.50 8.05 5.75 4.50 5.00 7,60 1.48 60 47,0 DN150 (165.1) (292,1) (204,5) (146,1) (114,3) (127,0) (193,0) (37,6) (82) (21,3) 6 6.625 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 DN150 (168,3) (292,1) (204,5) (146,1) (114,3) (127,0) (193,0) (37,6) (82) (21,3) 8 8.625 14.00 10.25 7.75 5.62 5.45 8.40 2.20 120 66.0 DN200 , (219,1) (355,6) (260,4) (196,9) (142,7) (138,4) (213,4) (58,9) (164) (29,9) 10 10.750 18.00 13.00 10.21 6.38 7.50 10.50 3.00 130 109.7 DN250 (273.1) (457,2) (330,2) (259,3) (162,1) (190.5) (266,7) (76,2) (178) (49,4) 12 12.750 21.00 14.28 11.31 7.26 7.62 10.62 2.75 130 151.0 DN300 (323,9) (533,4) (362,7) (287,2) (184,4) (193,5) (269,7) (69.9) (178) (68,0) FIGURE 1 MODEL CV -1F CHECK VALVES NOMINAL DIMENSIONS . t Fire Suppression & Building Products Technical Services 800 -381- 9312(+1 -401- 781 -8220 www.tyco- fire.com Model CV-1F Check Valves 2 to 12 Inch (DN5O to DN300) • General The Model CV -1F Check Valves described herein must be installed • Description and maintained in compliance with this document and with the applicable Stan- ` «,.� The TYCO Model CV -1F Check Valve is dards of the National Fire Protection , a compact and rugged swing type unit Association, in addition to the stan c that allows water flow in one direction dards of any authorities having juris- and prevents flow in the opposite direc- diction. Failure to do so may impair th e A ,- t - tion. A resilient elastomer seal facing performance of this device. ii ' ' , on the spring - loaded clapper ensures Owners are responsible for maintain- i ' ,� ` a leak -tight seal and non - sticking oper- ing their fire protection system and ation. The Model CV -1F Check Valves devices in proper operating condition. y ^ , , are designed to minimize water hammer The installing contractor or manufac r . caused by flow reversal. r turer should be contacted with any The Model CV-1F Check Valve is questions. ., furnished with grooved ends and can , be installed using Grinnell Grooved Technical Couplinas or GRINNELL Figure 7' Installation nae . Adapters. The Mode CV -1F ' eci' Valves 'gave bee-'. cc-signed The Mode' CA' -1F C eck Vaves are with a removable cover for ease of field to be installed in accordance with the Approvals maintenance. These valves can be UL, C -UL, and FM following instructions: installed horizontally (with cover in the - 1. The arrow cast on the Body must upward position) or vertically with the Sizes point in the direction of the flow. flow in the upward direction. Refer to 2 to 12 Inch '(0N50 to DN300) P Figure 4. 2. Valves installed vertically must be Maximum Working Pressure positioned with the flow in the up- A Maintenance Check Valve Kit 300 psi (20,7 bar) ward direction. (TFP1555) is available to allow the maintenance procedure of back- Valve Assembly Finish 3. Valves installed horizontally must be flushing through the fire department Red, non -lead paint positioned with the Cover facing up. connection without removing the Model Refer to Figure 4. CV -1F Check Valve from the pipe line. 4. Grooved end pipe couplings used The Model CV -1F Check Valves area with the Model CV -1F Check Valve n for the Central Figure 590E must be installed in accordance with redesign g manufacturer's instructions. and GRINNELL Figure 590F. NOTICE Never remove any piping component nor correct or modify any piping defi- ciencies without first de- pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and /or •impaired ' device performance. Page 1 of 4 OCTOBER : 2010 TFP1550 Page 4 of 4 TFP1510 Limited Ordering Warranty Procedure- Products manufactured by Tyco Fire Grooved End Butterfly Valves: & Building Products (TFBP) are war- Specify: (specify inch size) Model ranted solely to the original Buyer for BFV -N Grooved End Butterfly Valve ten (10) years against defects in mate- with internal supervisory switches, rial and workmanship when paid for P/N (specify). and properly installed and maintained va Size Valve Part Number under normal use and service. This will expire ten (10) 2-1/2 59-300-F-025N warranty p' ( )years from 3 59 300- 1=••030N date of shipment by TFBP. No warran- 4 59- 300- F -040N ty is given for products or components 5 59- 300- F -050N manufactured by companies not af- 6 59- 300- F -060N filiated by ownership with TFBP or for 8 50- 300- F -ODON products and components which have 10 59- 300- F -100N been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protec- tion Association, and /or the standards of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- placed, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. TFBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buver's representatives I" - lc e'en', shat TES __ Ilan E. in .• contract, tort, strict liabiiity or unaer any other legal theory, for incidental, • - indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par - ticularpurpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. • 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP1510 Page S of 4 Installation The Model BFV -N Grooved End But- I terfly Valves may be installed with flow 1 SUPERVISORY in either direction and can be posi- I I SWITCH tioned either horizontally or vertically. The grooved end pipe couplings used 1 I SWITCH SHOWN with the Model BFV -N must be listed I— _ _ J WITH VALVE or approved for fire protection service FULL OPEN and installed in accordance with the o o z manufacturers instructions. > r o 0 The Model BFV -N Butterfly Valve may be installed with any schedule of pres- sure class of pipe or tubing that is list- END OF LINE PANEL ed or approved for fire protection. RESISTOR As applicable, refer to Figure 2 for the internal switch wiring diagram. 7 —1 Conduit and electrical connections 1 I AUXILIARY are to be made in accordance with ( GN _ _ _ I SWITCH the authority having jurisdiction and/ or the National Electrical Code. With ( SWITCH SHOWN reference to Figure 2, the "supervi- _, _ _w J WITH VALVE - - - -sory switch" is intended for connec- o FULLOP tion to the supervisory circuit of a fire W 1L o W N alarm control panel in accordance with i o i t e, 6 o > o NFPA 72. The "auxiliary switch" is in- Z tended for the unsupervised connec- 1 • - . tion to auxiliary equipment in accor- + ■ • BELL dance with NFPA 70, National Electric Code. POWER • + NOTE For outdoor aoolicatio,ns with inter - hal suoe -■ si y Z ches ,_ Is reco,n-- menoeo :ha; I %eing, comneerions ,_e made at a temperature above 15 °F CONTACT RATING ... 1/4A @ 155 VDC 1;4A p � 250 VDC ( -9 °C), in order to insure sufficient flex- 15.1A/12HP 0 125, 250 VAC ibbility of the wire lead insulation. 5A 0 125 VAC "L' - Care and FIGURE 2 �/� MODEL BFV -N BUTTERFLY VALVE Maintenance - INTERNAL SWITCH WIRING DIAGRAM - The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- NOTE es in accordance with the applicable Before closing a fire protection system standards of the National Fire Pro- control valve for maintenance or in- tection Association (e.g., NFPA25), in spection work on either the valve or fire addition to the standards of any au- protection system which it, controls, thority having jurisdiction. The install- permission to shut down the affected ing contractor or product manufac- fire protection systems must be ob- turer should be contacted relative to tained from the proper authorities and any questions. Any impairment must all personnel who may be affected by be immediately corrected. this decision must be notified. It is recommended that automatic sprinkler systems be inspected, test- ed, and maintained by a qualified in- spection service. Page 2 of 4 TFP151O Nominal Nominal Installation Dimensions in Inches and (mm) Weight Valve Pipe Sizes O.D. A B _ C D E F G H (kg) _ 2 -1/2" 2.88 3.85 11.71 3.25 5.43 6.00 7.81 2.50 0 22 DN65 (73,0) (98,0) (297,4) (83,0) (137,9) (152,4) (198,4) (63,5) (10,0) 3" 3.50 3.85 12.25 3.54 5.68 6.00 7.81 2.50 0 23 DN80 (88,9) (98,0) (311,1) (90,0) (144,2) (152,4) (198,4) (63,5) (10,4) 4' 4.50 4.56 13.95 4.35 6.58 6.00 7.81 2.50 28 DN100 (114,3) (116,0) (354,3) (110,0) (167,1) (152,4) (198,4) (63,5) 0 (12,7) 5" 5.56 5.86 14.93 4.84 7.07 6.00 7.81 2.50 31 DN125 (141,3) (149,0) (379,2) (123,0) (179,6) (152,4) (198,4) (63,5) 0 (14,1) 6" 6.63 5.86 17.31 5.93 8.35 6.00 7.81 2.50 0.67 41 DN150 (168,3) (149,0) (439,7) (151,0) (212,0) (152,4) (198,4) (63,5) (17,0) (18,6) 8" 8.63 5.26 19.20 6.87: :. .9.29" ., ... 6.00 7.81.. 2.50. 5.86 53 DN200 (219,1) (134,0) (487,7) (174,0) (236,0) (152,4) (198.4) (63,5) • (148,8) (24,1) 10" 10.75 6.29 25.11 9,17 11.50 9.00 7.68 3.00 7.41 88 DN250 (273,1) (160,0) (637,8) (233,0) (292,1) (228,6) (195,1) (76,2) (188,2) (40,0) INDICATOR — G I—*— F —.---i HANDWHEEL FLAG 1/2" NPT CONDUIT �, CONNECTION GEAR i IiI � 1, I � /► OPERATOR L: BODY D B l 11 / � 1 1 1 � i �\ 1 DISC A- t • FIGURE 1 MODEL BFV -N GROOVED END BUTTERFLY VALVE - NOMINAL DIMENSIONS._ tqccs I Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Model BFV -N Butterfly Valve Grooved End 2 -1/2 Inch - 10 Inch (DN65 - DN250) General Technical Description Data The Model BFV -N Grooved End But Model of _a �' terfly Valves (Ref. Figure 1) are indicat- BFV -N ing type valves designed for use in fire Sizes: ANSI Inches / DN protection systems where a visual in- 2 -1/2 (DN65), 3 (DN80), . dication is required as to whether the 4 (DN100), 5 (DN125), valve is open or closed. They are used ' 6 (DN150), 8 (DN200), 10 (DN250) for example, as system, sectional, and um water control valves. They have Approvals" pump Y The 21/2 through 10 inch (DN65 of cut groove inlet and outlet connections DN250) Model BFV -N Grooved End f that are suitable for use with grooved Butterfly Valves are UL and C -UL List - end pipe couplings that are listed and ed and FM Approved. approved for fire protection systems.�_� In addition, the Model BFV -N Grooved For applications requiring supervision End Butterfly Valves are listed by the of the oper position of the valve. the California Sta e �;r '' t I�larshal! under Gear „perato tha ' °, =l` -N ?ir IVo. - : P switches each haying i staled internal - te, f�,, valv.,s are N de vi v, internal All laboratory listings and approvals are contacts. for indoor and use. Friction Loss . The supervisory switches transfer their Maximum Working Pressure The app friction loss, b electrical contacts when there is move- • 2-1/2 - 8 Inch (DN65 - DN200): on the ment from the valve's normal open po- 300 psi (20,7) bar pressed in i n equuivv allenen formula ot length of f pipe pe sition during the first.two:revolutions of with C. 120, is as follows. The data is • 10 Inch (DN250): based on friction loss information col - the handwheel. 175 psi (12,0 bar) Iected at a typical flow rate of 15 feet WARNINGS Materials of Construction: per second. The Model BFV -N Grooved End But- Body • 6.9 feet of 2 -1/2 inch Sch. 40 pipe terfly Valves described herein must be Ductile iron conforming to ASTM A -395 for the 2 -1/2 inch valve. installed and maintained in compliance Body Coating • 8.7 feet of 3 inch Sch. 40 pipe for with this document, as well as with the Polyamide the 3 inch valve. applicable standards of the National Disc • 4.5 feet of 4 inch Sch. 40 pipe for Fire Protection Association, in addition Ductile iron conforming to ASTM A -395 the 4 inch valve. to the standards of any other authori Disc Seal • 6.6 feet of 5 inch Sch. 40 pipe for ties having jurisdiction. Failure to do Grade EPDM "E" encapsulated rubber the 5 inch valve. so may impair the performance of conformin to ASTM D-2000 • 11.1 feet of 6 inch Sch. 40 pipe for these devices. t Upper & Lower Stem the 6 inch valve. The owner is responsible for maintain- Type 416 Stainless Steel conforming • 10.2 feet of 8 inch Sch. 30 pipe for ing their fire protection system and de- to ASTM 582 the 8 inch valve. vices in proper operating condition. Lower Plug • 12.1 feet of 10 inch Sch. 30 pipe for The installing contractor or sprinkler PVC the 10 inch valve. manufacturer should be contacted with any questions. Operator Gear operator with iron housing Page 1 of 4 MAY, 2008 TFP1510 4, ,_ Page 16 of 16 TFP1100 Ordering Procedure Dry Pipe Valve Electronic Accelerator Package (Required components for one dry pipe valve riser or one double inter- lock electric /electric preaction sys- tem riser): Specify: Model QRS Electronic Accel- erator Package, P/N 52- 312 -2 -102. The Model QRS Electronic Accelera- tor Package includes the following: • Model QRS Electronic Accelerator Riser Components (Qty. 1), P/N 52- 312 -2 -001. • Model PFC- 4410 -RC Releasing Panel, (Qty. 1) P/N 20135. • Model BT -120 12.0 AH Battery (Qty. of 2 provided and required), P/N 20128. Dry Pipe Valve Electronic Accelerator Riser Components (One each required for each addi- tional dry pipe riser up to three ad- ditional dry pipe risers): Specify: Model QRS Electronic Accel- erator Riser Components, P/N 52- 312 -2 -001. Model DV - Double interlock Preac- • tion Trim with Elecrtric /Electric Ac- tuation and Model QRS Elctronic Accelerator (Refer to Technical Data Sheet TFP1465 for additional • details): Specify: (specify size), Galvanized, Semi- Preassembled Double Interlock Preaction System with ElectriclElec- tric Actuation Trim and Model QRS Electronic Accelerator for Model DV -5 Deluge Valves, P/N (specify). 1 -1/2 & 2 Inch Galvanized P/N 52- 478- 2 -128Q 3 Inch Galvanized .P/N 52 -47B -2 -1250 4, 6 & 8 Inch Galvanized PIN 52- 478 -2 -1220 Replacement Parts: (Specify description) for use with Model QRS Electronic Accelerator, P/N (see Figure 1). • © 2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP1100 Page 15 of 16 NOTES: NO DESCRIPTION QTY P/N 1. Installation notes are typical of all Dry Pipe Valve models shown. 1 Quick Release Switch, Model QRS 1 92 2, Some items provided with the Model QRS Trim (P /N 52- 312 -2 -001) are not used and may 2 Solenoid Valve ........ 1 52 -287 -1 -024 be discarded. Field fabrication of additional materials will be required to facilitate connection 3 1/2" Union 2 CH to the existing system riser accelerator connection. 4 1/2" Tee 1 CH 6 1 /2• x Close Nipple 2 CH �` CH: Common Hardware MI 1 f _ i 40 III - -- 4 - it 4 4 1/2 "NPT i I FIELD SYSTEM RISER 0 I ! FABRICATE ACCELERATOR U. I I Q i0 TO SUIT FROM CONNECTION 1 /2 "NPSPIPE aL _J O +1I O AND FITTINGS ra 0 2 011111 Q 0 Co I.L. w : . i . �U■ O 2 "I■ O ii �� s 'S:' 3 �d b � 3 NI 0 I a 6 <IP 6 1 / 2" NPT 0° V t�� ACCELERATOR TRIM CONNECTION TO INTERMEDIATE RIGHT SIDE VIEW RIGHT SIDE VIEW CHAMBER LEFT SIDE VIEW Refer to Data Sheets: Refer to Data Sheets: Refer to Data Sheet: Centra' 3 Inch Mode! AF. 10 -3.2 (7 -96), Star Model A Gem 4 & 3. In :h ' a 4 & 3 7 4C - 32 iC ■n::, - • Mo F3:: 33 :3' 13.4.3 - -9 23 2 -2 . ; t -- ;_- Star Model A - 1 • 2 2.1.31 (2 - 00) 4 Inch . 2- 2.1.41 (2 -00) 6 Inch • FIGURE 7 MODEL ORS ELECTRONIC ACCELERATOR RISER COMPONENTS INSTALLATION DIAGRAM WITH DRY PIPE VALVES MANUFACTURED BY TFSBP OTHER THAN THE MODEL DPV -1 DRY PIPE VALVE r Page 14 of 16 TFP1100 Care and the system's Main Control Valve and open the system's Main Drain Valve to Li m it ed • relieve the supply pressure to the dry Maintenance • Pipe /)reaction valve. Otherwise pro- W arranty ceed as follows. The following procedures and inspec- Products manufactured by Tyco Fire tions should be performed as indi- Step 2. For a dry pipe system, open Suppression & Building Products cated, in addition to any specific re- the Inspector's Test Connection. Ver- (TFSBP) are warranted solely to the quirements of the NFPA, and any ify that the time to Accelerator trip is original Buyer for ten (10) years impairment must be immediately cor- essentially the same as in previous against defects in material and work - rected. tests. A momentary burst of air from a manship when paid for and properly dry pipe valve's Automatic Drain Valve installed and maintained under normal The owner is responsible for the in- indicates that the Accelerator has spection, testing, and maintenance of tripped. In addition the Display„on the use and service. r si f warranty will ship- their fire p- protection system and de- )ire ten TF years from date is given vices in compliance with this docu- Panel will notify operation. for products or components manufac- ment, as well as with the applicable standards of the National Fire Protec- For a double interlock electric /electric tured by companies not affiliated by tion Association (e.g., NFPA 25), in preaction system, first operate the de- ownership with TFSBP or for products addition to the standards of any tection system and then open the In- and components which have been authority having jurisdiction. The in- spector's Test Connection. Verify that subject to misuse, improper installa- stalling contractor or product manu- the time to Accelerator trip is essen- tion, corrosion, or which have not been facturer should be contacted relative tially the same as in previous tests. installed, maintained, modified or re- to any questions. Release of the DV -5 diaphragm pres- paired in accordance with applicable sure though the open solenoid valve Standards of the National Fire Protec- Automatic sprinkler systems are rec- indicates that the Accelerator has tion Association, and /or the standards ommended to be inspected, tested, tripped. In addition, the Display on the of any other Authorities Having Juris- and maintained by a qualified lnspec- Operating Interface of the Release diction. Materials found by TFSBP to tion Service. Panel will notify operation. be defective shall be either repaired or at The Model QRS Electronic Accelera- Step 3. Reset the Model QRS Elec- TFSB P neither n eitthh er r ass sumesume a sole option. tor must be maintained and serviced tronic Accelerator in accordance with TFSBs, nor author sole - - in accordance with the following. in- the appropriate Setting Procedure other any person to assume for it, any o structions: Section. other obligati on on in connection with the sale of products or parts of products. NOTICE Release Panel and Batteries TFSBP shall not be responsible for nspect. test and maintain De the sprinkler system design errors or inac- c � � riEni pn< , ov ,ce, cy ins= cura.e o incomplete Informauo SU,� • ".r .`�'.S' uses e e :ron'C C B' ^:c l ° -' _ _ Buyer b., ,.e.' E : e'E- ro monitor the system air pressure. 1- RC Releasing Panel. semauves. Keep all radio transmitters or RF • sources at least one foot from the In no event snail TFSBP be liable, in QRS. Failure to do so could result in - contract, tort, strict liability or under an unintended operation of the dry any other legal theory, for incidental, pipe or preaction system. indirect, special or consequential damages, including but not limited to If an Accelerator is to be temporarily p y labor charges, regardless of whether taken out of service, the proper t. N, ', . ..,. ...-,:-,.::; ,. TFSBP Was informed about the possi- authorities and all personnel who may bility of such damages, and in no event be affected must be notified. shall TFSBP's liability exceed an Before performing an alarm test, notify amount equal to the sales price. the proper authorities' and all person- The foregoin. , . .1 • u -a - 's '- nel who may be affected. of any and all other warranties, ex- Before closing a fire protection system press or implied, including warranties main control valve for inspection or of merchantability and fitness for a maintenance work on the fire protec- particular purpose. tion system that it controls, permission This limited warranty sets forth the ex- to shut down the affected fire protec- clusive remedy for claims based on tion system must be obtained from the failure of or defect in products, materi- proper authorities and all personnel als or components, whether the claim who may be affected by this action is made in contract, tort, strict liability must be notified. or any other legal theory. Model QRS Electronic Accelerator This warranty will apply to the full ex- Testing Procedure tent permitted by law. The invalidity, in whole or part, of any portion of this It is "recommended that the 'following warranty will not affect the remainder. Accelerator test procedure be per- formed quarterly. Step 1. When operation of the dry pipe /preaction valve is not intended during the Accelerator trip test, close TFP1100 Page 13 of 16 R E D UT L ED STY: ABORT ( • ZONE 1 1) (• OUTPUT 1 1 ;J x (• .,. Z L ��7 • t3EADUTPU72 ). , + • (■ ZONE 3 ..) • OUTPUT 3 .) PROGRAM RUN 0 (• ZONE 4 .1 (• OUTPUT 4 .) MODE MODE • AC POWER • SUP 1 /ABORT scROU.uP • POWER TBL • SUPERVISORY 2 BUZZER SILENCE RUN • SYSTEM SL • COMMON ALARM 11 PROGRAM • • SUP TEL • • ALARM SILENCE i I TEST STEADY; DISCHARGED • FAULT FLASHING. PRE- DISCHARGE SET SCROLL -DOWN BUZZER SILENCE j =PLAY j SELECT ■ SIGNAL SILENCE L FUNCTION ■ SYSTEM RESET VIEWING ANGLE FIGURE 6 OPERATING INTERFACE FOR THE MODEL PFC- 4410 -RC RELEASING PANEL - cf L. 'T s'ste,m wifi be mor _. eSiil' a'- "tiLU i -i1 s :�' an c i i_ing compiished with 10 psi air pressure in for tn.e pressure to stabilize, return the Setting the system. . "Program Switch" to the left. Step 6. When the system reaches the Step 8. Partially open the Main Con- Procedure intended pressure and the pressure is trol Valve. Slowly close the system's `Preaction stabilized, return the "Program Switch" Main Drain Valve as soon as water (Figure 6) to the left. discharges from the drain connection. System) Step 7. After waiting at least 60 sec- Depress the plunger on the dry pipe onds, open the Inspector's Test Con- valve's Automatic Drain Valve to make The Tyco® Model DV -5 Double Inter - nection, wait 5 seconds, and then sure that it is open and that no water lock Electric /Electric Preaction Sys - close the Inspector's Test Connection. discharges. The absence of water dis- tem and the Tyco® Model QRS Elec- Verify that the time to Accelerator trip charge from the Automatic Drain tronic Accelerator must be reset and y p Valve is an indication of a properly set restored to service as soon as possi- is essentially the same as in previous water seat within the dry pipe valve. If ble after an operation. Refer to Tech - tests. A momentary burst of air from a water is discharging, refer to the Care nical Data Sheet TFP1465 for details. dry pipe valve's Automatic Drain Valve and Maintenance section within the indicates that the QRS has tripped. In technical data sheet for the dry pipe addition the Display on the Operating - y p p valve Interface of the Release Panel will to e akkage problem. lcorrect the cause of th notify operation. This procedure will , leblem. also allow any scale and debris to be If there are no leaks, the system's cleared from the pipe and nipples that Main Control Valve must be fully are connected solenoid valve. opened. Momentarily press the "System Reset" The system is now set for service. button and then move the "Program Switch" to the right. The display will NOTICE read "OK to charge system ". At this point, once again, the solenoid valve After setting a fire protection system, will be de- energized and allowed to notify the proper authorities and ad- close to enable pressurization of the vise. those, responsible for.mOnitoring . • system piping. proprietary and /or central station Allow the system to automatically re- alarms. turn to its intended pressure via its Page 12 of 16 TFP1100 shield and drain. (Alpha wire type the proper authorities and all person- Installation 5198C or equivalent. Color coding nel who maybe affected must be noti- provided in the wiring diagrams is ap- fled. In the event of a fire and where a The Tyco® Model QRS Electronic Ac- plicable to Alpha wire type 5198C,) QRS Electronic Accelerator has been celerator must be installed in accord- taken "out of service ", an increased ance with the following instructions: All QRS wiring must be terminated time i water delivery can be ex (landed) while the PFC- 4410 -RC is petted. Step 1. The QRS Electronic Accelera- de- energized. Failure to do so may tor Riser Components (P /N 52- 312 -2- result in unseen damage to the QRS, Step 1. If desired and until the system 001) must be installed per Figure 2 or rendering it inoperable. is to be set for service, the internal 7 as applicable; the Model DV -5 Dou- audible alarm may be silenced by mo- ble Interlock Preaction Trim with Elec- To de- energize the PFC - 4410 -RC, m audible l depressing the "Buzzer Si- tric /Electric Actuation and Model QRS disconnect the stand -by batteries then fence" button (Figure 6). Electronic Accelerator must be in- disconnect the A/C input. Reverse this stalled per Figure 3; the solenoid valve process to re- energize the panel. Step 2. Locate of all of the system's must be installed with its flow. direction For additional PFC - 4410 -RC Releas- low point drain valves to help facilitate arrow as indicated; and, pipe thread ing Panel information (e.g. power and resetting of the system. sealant is to be applied sparingly, to battery connections, programming, Step 3. Follow the resetting procedure male threads only. basic operation, etc.,) refer to the Pot- for the dry pipe valve using the instruc- Step 2. The Releasing Panel is to be ter Electric Signal Company Manual tions provided in the technical data located in a dry and protected area; #5403550. sheet for the dry pipe valve. When the however, it should be located in close For additional QRS Quick Release procedure calls for the system piping to be pressurized with air, proceed proximity to the valve riser(s). (In the Switch information refer to the Potter case of one panel being used for mul- Electric Signal Company Data Sheet with Step 4. tiple dry pipe valve risers, it is recom- #5471131. Step 4. Momentarily press the "Sys - mended that a single panel only be tem Reset" button (Figure D) and then used when the multiple risers are ad- Step 4 . As a function of the nominal air move the "Program Switch" to the jacent to each other. Otherwise, diffi- pressure to be maintained in thesprin- right. The display will read "OK to culty may be encountered when per- trier �ysteim, ,set .ths ..10 position, right system ". Begin applying air forming procedure.) high /low level, rotary switch setting of g the resetting p ) the QRS Quick Release Switch using r e s s ur enoi t h val v e t will be this enert St 3 The QRS Quick Release the information provided in Table A on Switch, Solenoid Valve, and Releas- Page 12, as well as inside the cover of gized and allowed to close to enable ing Panel must be wired per Figure 4 the QRS Quick Release Switch. pressurization of the system piping, or 5 as applicable. All electrical con- and a 30 minute countdown to repres- nections are to meet the requirements Step 5. To complete the installation, surize the system will be displayed. • o, NFDA 72. the cove ':` the Or:S act: Release witc" i 71.s' Da see faster NOTICE the base to ensure meta( to metal con - NOTICE nect. and the PFC - 4410 -RC Releas- If within 30 minutes, the "Program Fi ure 4, provides the wiring connec- ing panel must be programmed using Switch" is not returned to the left posi- g p g Standard Program #13 or #14, as ap- tion during the upcoming Step 6, the tions for dry pipe systems using the plicable. Programming instructions releasing panel will automatically re- PFC- 4410 -RC Standard Program #14. are provided in Potter Electric Signal vert to a normal condition. if at least 8 Figure 5 provides the wiring connec- Company Manual #5403550. psi has not been reached, the solenoid tions for a double interlock elec- tric /electric preaction system using the valve will be energized and open. If at PFC - 4410 -RC Standard Program #13. least the low air pressure threshold of In the case of Figure 4, the EOLR for Setting Table A has not been reached, a su- g pervisory condition will occur. the supervisory circuit is located in the last QRS Quick Release Switch. In the Procedure If more than 30 minutes is required, the counter can be restarted before case of Figure 5, the EOLR for the (Dry Pipe the 30 minutes has elapsed. In order supervisory zone is located at the QRS and the Orange and Yellow wires to reset the counter, the system must are not used. Any tamper switches for Valve) be pressurized to at least 8 psi, at system shut off valves required for ® which time the "Program Switch" can The Dry Pipe System and the Tyco can be moved to the left and then double interlock preaction systems should be connected to Zone 3 of the Model QRS Electronic Accelerator quickly back to the right. A 30 minute PFC-4410-RC releasing panel which must be reset and restored,to service countdown will then be restarted. is programmed as a Tamper Zone. as soon a possible an operation Step 5. When the System reaches an Refer to PFC- 4410 -RC Manual air pressure of approximately 10 psi #5403545. NOTICE and while the system is in process of The QRS Quick Release Switch is only The system must be completely reaching its intended pressure, "blow - to be wired to the Model PFC - 4410 -RC y p y down" each drain valve one at a time Releasing panel using shielded cable drained before proceeding. (including the low body drain (or prim - in metal conduit (rigid or flexible). Con- In the case of one panel serving mul- ing level valve) at the dry pipe valve nect drain wire of the shield to earth tiple risers, whenever the "Program and the Inspector's Test Connection) ground of the PFC - 4410 -RC only. Do Switch" is moved to the right (Steps 4 by opening each drain valve until not connect drain wire to the QRS. and 7), the QRS Electronic Accelera- water ceases to drain and then closing Shielded cable: 8 conductor, 22 AWG tors is taken "out of service" for all the drain valve. The blow -down proce- stranded, PVC jacket, overall foil connected system risers. Therefore, dure that will assure complete draining TFP11O0 Page 11 of 16 CAUTION' TCHOE,DOURSt ( DE LEXIBLE)TCDNEE WIRE CF SH ELLD TO RTH GROUND DEN Gh PFC 4410 -RC ONLYDDO NOT CONNECT DRAIN WIRE TO ORS. SHIELDED CABLE: 5 CONDUCTOR, 22 AWG STRANDED, PVC JACKET, OVERALL FOIL SHIELD WITH DRAIN. (ALPHA WIRE TYPE 5195C OR EQUIVALENT.) I - .I IMPFR JUMPER TAMPER ALARM HIGH( 24VDC, E LOW QRS AR } 1 2 - 9 s 7 0 ''' SWITCH . z J > W m Z EOLR y Y &, o 2 5.1 K EOLR p m 5 LOCATE AT QRS ORANGE ll NOT YELLOW I USED I_ J DO NOT: ALPHA WIRE ' DETECTION • CONNECT TYPE 5 198C • SEE POTTER SHIELD OR OR EQUIVALENT MANUAL O #5403545 It i'M SYSTEM SHIELD 2 V w O O L= Z o ; Y • — NOT jI --- I USED 1 i SEE POTTER MANUAL #5403545 ! , ,4 I ( + SUP+ SUP. + + + } L 24VNR DC J 1 AUX. POWER ABORT SUPERVISORY ZONE 1 2ONE2 ZONES ZONE 4 1 24VR OC / —/ _ —•— _ V — --- OUTPUT OLTPUT2 OUTPUT OUTPJT4 P GND. L J 1 1 �— - - — - T f+ PFC- 4410 -RC PANEL © SO ENOID 0 SEE POTTER n ' SEE POTTER MANUAL — END OFUNE MANUAL REFERENCE #5403545 1 I ppRiD#3i2 #5403545 INSTALL AT WIRING DIAGRAM L — J totATO PROGRAM #13 SYSTEM • FIGURE 5 WIRING DIAGRAM FOR MODEL QRS ELECTRONIC ACCELERATOR FOR DOUBLE INTERLOCK ELECTRIC /ELECTRIC PREACTION SYSTEMS Page 10 of 16 TFP1100 CAUTION' CONDO T RUGID ORLFLE%BLE IT. CONNECT DRAIN W IRE OF SH E TO EARTH GROUND OF PF 4410 -RC ONLY. 00 NOT CONNECT DRAIN WIRE TO ORS. SHIELDED CABLE: 8 CONDUCTOR, 22 AWG STRANDED, PVC JACKET, OVERALL FOIL SHIELD WITH DRAIN. (ALPHA WIRE TYPE 5188C OR EQUIVA_ENT.) 7 7 r 7 LAST TAMPER ALARM HIGH/ 24VDC QRS TAMPER ALARM HGH/ 24VDC LOW • AIR + SWITCH 12012 AIR + - 0 00000000 � � ��►��► �► ► w a a m w 5.1 K EOLR a g if 5 °' E o i w FIRST, �° m, m LOCATE AT m SECOND OR LAST QRS • THIRD QRS TYPICAL WIRING SWITCH WIRING ORANGE 1 NOT FOR QRS 1, 2 OR 3 FOR LAST QRS YELLOW J } USED ON L ,, (ALL BUT LAST) L ONLY IORV5 LAST QRi DO NOT ALPHA WIRE DO NOT HaS,y ALPHA WIRE CONNECT TYPE5198C CONNECT :$ TYPE 5198C 'o SHIELD.', OR EQUIVALENT SHIELDyiraa•` OR EQUIVALENT SYSTEM 1 � w -- SYSTEM 2 ' ` SY STEM 3 ` tea" SYSTEM 4 y • . •, �' .. 4Y pJ 2wr}r�. ', ✓'• q y.A.4 -, won*: SHIELD SHIELD SHIELD SHIELD • w 2;.'' � 0 6 w z o �; 0 j w w i o � 3 o u w z O; 0 6 L i c rc o rd, m E a 5 3 g i n a°. 2" rc 3 I m° S rc o m o V' > m m (7 > o > m O � o i m m (7 > o >- Co NO? 1�� hn USED ON LAST QRS . . ... . i .. 1 + 1 1 + + _ SUP SUP. + + + - + I L_ 24VNft DC J I AUX.POWER ABORT SUPERVISORY ZONE1 ZONE2 ZONE3 ZONE4 1 24VR DC I/ / OUTPUT 1 OUTPUT 2 OUTPUT 3 OUTPUT 4 ^ •-...._ -I GNO. 1 d 9/ G V4 • O G/ I L_ J / PFC- 4410 -RC • PANEL © RELEASING © RELEASING © RELEASING © RELEASING SOL SOLENO SOLENOID SOLENOID m m " "2 - END OF LINE - END OF LINE - END OF LINE - END OF LINE REFERENCE DIODE ASS'Y DIODE ASS'Y DIODE ASS''( DIODE ASSI' PART 83005012 1 I PAR7 B • 3005012 I I PAFT T O AL 3005 A 0 I • I PART 83005012 WIRING DIAGRAM SOLENO • SOLENOID SOL NOID SOLE PROGRAM #14 L — J LOCATION D L_ — J LOCATION L - J LOCATION L_ — _J LOCATION SYSTEM 1 SYSTEM 2 SYSTEM 3 SYSTEM 4 FIGURE 4 WIRING DIAGRAM FOR MODEL QRS ELECTRONIC ACCELERATOR FOR DRY PIPE VALVE(S) TFP1100 Page 9 of 16 NOTES: Nipple Select Appropriate Nipple Sizes per DV -5 Deluge Valve Size 1. Use only the 2" Model CV -1 FR Riser Check Number 1 -1/2" (DN40) 2" (DN50) 3" (DN80) 4" (DN100) 6" (DN 150) 8" (DN200) Valve with 1 -1/2" and 2" DV -5 Valves. Use 1 1/2" x Close 1/2" x 2" 1/2" x 1 -12" 1/2" x 2 -1/2° 1/Y x 5 -1/2" 1/2" x 8-1/2" corresponding sized Model CV -1FR Riser Check Valves for 3 " -8" Model DV -5 Valves. 2 1/2" x Close 1/2" x Close 1/2" x 1 -1/2" 1/2" x 2" 1/2" x 3" 1/2" x 3 -112" 2. Nipples 1 -4 vary in length relative to the 3 1/2" x 5" 1/2" x 5-1/2" 1/2" x 7" 1/2" x 6 -1/2" 1/2" x 7-1/2" 1/2" x 9" Model DV -5 size used. Select per the 4 3/4' x 1 -1/2" 3/4" x 1 -1/2" 3/4" x 1-1/2" 3/4" x 2-1/2" 3/4" x 3 -1/2" 3/4" x 4 -1/2" table. At other nipples packed unassembled System shall be installed per the appropriate trim Main Drain 3/4" NPT 3/4" NPT 1 -1/4" NPT 2" NPT 2" NPT 2' NPT exploded view, Figure 3A Part 1, 2, or 3. Size 3. Install subassemblies in alphabetical order. Main Drain 4. See Figure 2 of TFP1305 for Deluge Valve Size 3/4" NPT 3/4" NPT 1 -1/4" NPT 2" NPT 2" NPT 2" NPT Port identification. . 5. Route all Tubing to Drip Funnel. QUICK RELEASING VENT FITTING SYSTEM RELEASE PANEL WITH (GREEN TINT) . AIR SUPPLY SWITCH BATTERY CONTROL VALVE BACK -UP WATERFLOW (NORMALLY ` 1/2 INCH NPT PRESSURE -� OPEN) , � CONNECTION � ALARM SWITCH '' FOR SYSTEM • TO DRAIN hc,. O , � DRIP / AIR SUPPLY �� 3/4 INCH NPT AUTOMATIC FUNNEL Vi a_ V CONNECTION FOR DRAIN WITH 1 -1/4 +. 0 i WATER MOTOR * B VALVE INCH NPT " - SOLENOID ALARM .r; — CONNECTION A40' - VALVE / � � SYSTEM {NORMALLY NIPPLE a % - t t , xl r AIR SUPPLY CLOSED) 4 " "� v�Q� / PLUG , F a " ` _ PRESSURE --- ".� UNUSED i4 GAUGE 41 '` 112 INCH SYSTEM DRA DRAIN - � PORTS RISER �_ CONDUIT . .n MAIN IN CHI .FVALVE 2NN _TION v CONN .1 bC, ' A)\-•-1L -1 LL NIPPLE E E2TPIE . F 121 E F V ✓� !- NIPPLE . 1 - ^�' J - ' 1 �. ff1 III �'ci i _= TABLE) SYSTEM MAIN �. � AUTOMATIC NIPPLE 3 (NORMALLY ` � ' 2 SHUT -OFF VALVE MAIN L .7r I% / (NORMALLY �!a�i DIAPHRAGM DRAIN VALVE CLOSED) ' � 'a1�i ■ y OPEN) y; CHAMBER NORMALLY / PRESSURE ( CLOSED) �� E ` . 1'� _'(� , 0,� ` l 1 / \ GAUGE ALARM '` / 414 � ( C r 1> TEST VALVE ,� f A _ '� .��j D (NORMALLY CLOSED) • . "- ` 1 MANUAL CONTROL '�n' N t , C ► sv - - r , STATION SYSTEM I .. / -li, DIAPHRAGM WATER ....._10 C - 4" (DN100) 111 t CHAMBER SUPPLY • SUPPLY 4� FLANGE x GROO PRESSURE +% r ,MODEL DV -5 1 CONTROL (NORMALLY VALVE GAUGE ` _ MAIN DRAIN DELUGE VALVE (NORMALLY 1/2 INCH NPT OPEN) " CONNECTION SHOWN CONNECTION =ROM = (SIZED PER TABLE) WATER SUPPLY FIGURE 3B 1 -1/2 thru 8 INCH (DN40 thru DN200) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM • WITHMODEL QRS ELECTRONIC ACCELERATOR — OPERATIONAL COMPONENTS — ,, Page 8 of 16 TFP1100 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 Releasing Panel, 19 2" Angle Valve 2 46- 048 -1 -009 44 1/4" x 3" Nipple 1 CH Model PFC- 4410 -RC .... 1 20135 20 Drip Funnel Connector 1 92-211-1-005 45 1/2" x Close Nipple 2 CH 2 Battery Back -Up, 21 Drip Funnel Bracket 1 92- 211 -1-003 46 1/2" x 1-1/2" Nipple 17 CH Model BT -120 2 20128 22 Drip Funnel 1 92-343-1-007 47 1 /2" x 2-1/2" Nipple 2 CH 3 300 psi/ 2000 kPa 23 3/32" Vent Fitting 1 92-032-1-002 48 1/2' x 3" Nipple 1 CH Water Pressure Gauge .. 2 92- 343 -1 -005 24 1/4" x 24" Tubing 1 CH 49 1/2" x 5" Nipple 2 CH 4 250 psi/ 1750 kPa 25 1/2" Tubing Connector 2 CH 50 1/2" x 6" Nipple ..... .. 1 CH Air Pressure Gauge 1 92- 343 -1 -012 26 1/2" x 24" Tubing 2 CH 51 1/2" x 7" Nipple 2 CH 5 1/4" Gauge Test Valve .. 2 46.005 -1 -002 27 ..1/4" Plug 4 CH 52 Select Nipple per Table .. 2 CH 6 Quick Release Switch, 28 3/4" Plug 1 CH 53 Select Nipple per Table .. 2 CH Model QRS 1 92-312-1-001 29 1/2' x 1/4" Reducing 54 Select Nipple per Table .. 2 CH 7 Model MC -1 Manual Bushing , .. 1 CH 55 3/4" x 1 -1/2" Nipple 1 CH Control Station 1 52- 289 -2 -001 30 1/2" Union 6 CH 56 3/4" x 2" Nipple 1 CH 8 Model AD -1 Automatic 31 1" Union ' 1 CH 57 Select Nipple per Table .. 2 CH Drain Valve ' - 1 52- 793 -2 -004 32 {14" 90° Elbow 1 CH 58 1" x Close Nipple 2 CH 9 Automatic Shut -Off Valve, 33 1/2" 90° Elbow 8 CH 59 1" x 3" Nipple 1 CH Model ASV -1 1 92-343-1-021 34 1/2" Tee 3 CH 60 2" x 3" Nipple 4 CH 10 Waterflow Pressure 35 1/2" x 1/4" x 1/2" Tee 3 CH Alarm Switch (PS10 -2) .. 1 25710 36 1/2" x 1/2" x 1/4" Tee 1 CH 11 Solenoid Valve 1 52- 287 -1 -024 37 1/2" Cross 1 CH Select Appropriate Nipple Sizes 12 1/4" Pressure Relief 38 3/4" x 1/2" x 3/4" Tee 2 CH Nipple per DV -5 Deluge Valve Size Valve 1 92- 343 -1 -020 39 1" x 1/2" 90° Elbow 1 CH No. 4" 6" 8" 13 1/2" Ball Valve 2 46-050-1-004 40 1" x 3/4" x 1" Tee 1 CH (DN100) (DN150) (DN200) 14 1/2" Spring Loaded 41 2" 90° Elbow 1 CH 52 1/2' x 2 -1l2" 1/2" x 5 -1/2" 1/2" x 8 -1/2" Check Valve 1 92-322 -1 -002 42 2" x 2" x 1/2" Tee 1 CH 15 1/2" Y- Strainer 1 52- 353 -1 -005 43 1/4" x Close Nipple 2 CH 53 1/2" x 2" 1/2" x 3" 1/2" x 3 -1/2" 16 1/2" Swing Check Valve .1 46-049-1-004 - 54 1/2" x 6 -1/2" 1/2" x 7 -1/2" 1/2" x 9" 17 1/2" Globe'Valve 1 46-047-1-004 , 52' 18 3/4" Swing Check Valve .1 46-049-1-005 ' 46 36 " 57 3/4" x 2-1/2" 3l4" x 3 -1/2" 3/4" x 4 -1/2" 46 : 46 ' 6 48 9 1 2 8 r - :: - (GREEN 3 , • • 'lNT 24 h. (' � v S • , 28 di � � 60 ' ..'i 0 'PORTS 21 � ° �1 X 11 1 19 • t11 47 27 RISER 25 iltt 46 / 'V \, 40 CHECK VALVE '44 30 LOCATION 56 41 j a l� � 31 , 27 %�� (NOTE 1) 50 30 53 ' � 46 FOR OPTIONAL '� __ "" i� 4" ELECTRICALLY !�' r 55 rr m lc " 1:-4,,, "adt a 34 t a i SUPERVISED 46 6 0�' 18 58 % �0 1 " � 33 54 33 N.O. ALARM 33 °VA 57 59 �� 47 "'" 3 CONTROL O' 38 ♦ a'R� 33 —�' 34 hr VALVE ro 52 ( l44 ► ft / y r, 45 / 46 r � 35 itk � mot( i 46 , ' 41 ' T(I `\ 51 �+ , �� 13 �`(� � \ a 614r ' 60 60 `e 46 -'� 15 /� pill - 46 7 II t � n j ' 9 Ai ii L 19 NOTES: 51 3 49 I I t F r h0 14 30 "S. 1. Use only the Model CV -1FR O'y (r� S 30 �`` .l 4 6 4 9 p `' 45 Riser Check Valve. 2 7 ,\ ./ ¢I 26 /4 2. All Fittings and Nipples are 33 {i4: . � 46 s "it* 25 \ rok galvanized (Standard Order). °A 46 4" (DN100) - /V 33 33 3. CH: Common Hardware. ➢� FLANGE x GROOVE 30 4. See Figure 2 ofTFP1305 for 43 '^ "\ 35 MODEL DV -5 Deluge Valve Port identification. 32 43 DELUGE VALVE V 46 5. Route all Tubing to Drip Funnel, SHOWN Item22. 4" i 13 FIGURE 3A — PART 3 OF 3 4, 6, and 8 INCH (DN100, DN150, and DN200) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM (52- 478- 2 -122Q) WITH MODEL QRS ELECTRONIC ACCELERATOR — EXPLODED VIEW — 'FFP1100 Page 7 of 16 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 Releasing Panel, 17 1/2" Globe Valve 1 46- 047 -1 -004 38 1/2" Tee 3 CH Model PFC- 4410 -RC .... 1 20135 • 18 3/4" Swing Check Valve .1 46- 049 -1 -005 39 1/2" x 1 /4' x 112" Tee .... 3 CH 2 Battery Back -Up, 19 1 -1/4" Angle Valve 2 46- 048 -1 -007 40 1/2" x 1/2" x 114" Tee .... 1 CH Model BT -120 2 . 20128 20 Drip Funnel Connector .. 1 92-211-1-005 41 3/4" Tee 1 CH 3 300 psi/ 2000 kPa 21 Drip Funnel Bracket .... 1 92-211-1-003 42 3/4" x 1/2" x 3/4" Tee .... 2 CH Water Pressure Gauge .. 2 92- 343 -1 -005 22 Drip Funnel 1 92-343-1-007 43 1-1/4" x 1 -1/4" x 1/2" Tee .1 CH 4 250 psi/ 1750 kPa 23 3/32" Vent Fitting 1 92- 032 -1 -002 44 1/4" x Close Nipple 2 CH Air Pressure Gauge 1 92-343-1-012 24 1/4" x 18" Tubing 1 CH 45 1/4" x 3" Nipple 1 CH 5 1/4" Gauge Test Valve .. 2 46 -005 -1 -002 25 1/2" Tubing Connector .. 2 CH 46 112" x Close Nipple 2 CH 6 Quick Release Switch, 26 1/2" x 18" Tubing 1 CH 47 1/2" x 1 -1/2" Nipple 20 CH Model QRS 1 92-312-1-001 27 1/2" x 24" Tubing . ..... 1 CH 48 1/2" x 2 -1/2" Nipple 1 CH 7 Model MC -1 Manual 28 1/4" Plug 4 CH 49 1/2" x 3 -1 /2" Nipple 1 CH Control Station 1 52- 289 -2 -001 29 3/4" Plug 1 CH 50 1/2" x 4" Nipple 1 CH 8 Model AD -1 Automatic 30 1/2" x 1/4" Reducing 51 1/2" x 4-1/2' Nipple 1 CH Drain Valve 1 52- 793 -2 -004 Bushing 1 CH 52 1/2" x 5" Nipple 1 CH 9 Automatic Shut -Off Valve, 31 1/2" Union 6 CH 53 1/2" x 5 -1/2" Nipple 1 CH Model ASV -1 1 92-343-1-021 32 3/4" Union..........".:... 1 CH , 54 1/2" x 7" Nipple 2 CH 10 Waterflow Pressure - 33 1/4" 90° :Elbow : _•.. 1 . .11 .i CH 55 3/4" x 1 -1/2 ?Nipple 5 CH Alarm Switch (PS10.2) .. 1 25710 34 1/2" 90° Elbow 8 CH 56 3/4" x 2" Nipple 1 CH 11 Solenoid Valve 1 52- 287 -1 -024 35 3/4" x 1/2" 90° Elbow .... 1 CH 57 1 -1/4" x 2" Nipple 2 CH 12 1/4" Pressure Relief 36 1 -1/4" 90° Elbow 1 CH 58 1 -1/4" x 3" Nipple 1 CH Valve 1 92- 343 -1 -020 37 1/2" Cross - 1 CH 59 1 -1/4" x 4" Nipple 1 CH 13 1/2" Ball Valve 2 46- 050 -1 -004 14 1/2" Spring Loaded 9 12 Check Valve 1 92- 322 -1 -002 40 15 1/2" Y- Strainer 1 52- 353 -1 -005 '1,:°- fi 16 1/2" Swing Check Valve .1 46 -049 -1 -004 47 ,0 :;j1 47 47 A 17 sop 400 16 4 35 1,2 34 T, 31 g 55 ray ,l\ 47 it 10 47 °fir 30 - ' , O 47 / 45 4"."" i�., 5 i; �, 8 23 37 �, ")� (GREEN 38 � '� TINT) 24 / 28 22 .i 47 f C r \ � \ j • 42- � 1 5 n .—_), -�/ it • 29 ; �� \ * 58 I PLUG C� • 1 �N - 43 i UNUSED • 27 \ 41 PORTS RISER 25 47 �S\ 48 ,..v41___ CHECK VALVE 444 31 �� 56 � V 55 ,�♦� 32 28 (NOTE 1) 53 31 47Fi,. 47 LOCATION " JAG' *TO) 4„ FOR OPTIONAL 4., „\\�` r/H /, 55 " � �../ 50 C ,� {k ' one 55 Ceti 28 ;� \ - 38 ELECTRICALLY ��: r /� /fe 34 54 m .. SUPERVISED 0--. 47 efR 55 18 V % �� 3 34 N.O. ALARM CONTROL 34 4 2 1 u � 11 38,. Nirr 3 VALVE 47 �� ;. yll 0 47 " 4fi 36 - , � � 47 39 iv 13 v 1 - 57 59 ") - 54 L- OA ` � 19 15 r 1 r 47 7 52 3 w - ' 51 34 ` �j 9 4' 31 ' 7 1, Use: 31 v.•' �° ( / 1 \�\ 47 14 _ ` v 1. Use only the Model CV -1FR 47 il 28 `iti, 46 Riser Check Valve. \ /;:1 3" DN80 49 26 /% `Rr% ��. " - GROOVE x GROOVE 47 ,'�,� � 2. All Fittings and Nipples are I�� ' MODEL DV -5 / 25 galvanized (Standard Order). 47 DELUGE VALVE 34 34 3. CH: Common Hardware. 44 11 39 SHOWN 31 4. See Figure 2 of TFP1305 for 33 44 A Deluge Valve Pori identification. 47 5. Route all Tubing to Drip Funnel, 13` Item 22. FIGURE 3A PART 2 OF 3 3 INCH (DNB()) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCKPREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM (52- 478- 2 -125Q) WITH MODEL QRS ELECTRONIC ACCELERATOR — EXPLODED VIEW — Page 6 of 16 TFP1100 NO. DESCRIPTION QTY. P/N N0. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY, P/N 1 Releasing Panel, 16 1/2" Swing Check Valve .1 46- 049 -1 -004 37 1/2" Tee 3 CH Model PFC- 4410 -RC .... 1 20135 17 112" Globe Valve 1 46- 047 -1 -004 38 1/2" x 1/4" x 1/2" Tee .... 3 CH 2 Battery Back -Up, 18 314" Swing Check Valve .1 46-049-1-005 39 1/2" x 1/2" x 1/4" Tee .... 1 CH Model BT -120 2 20128 19 314" Angle Valve 2 46-048-1-005 40 112" Cross 1 CH 3 300 psi/ 2000 kPa 20 Drip Funnel Connector .. 1 92-211-1-005 41 3/4" Tee 1 CH Water Pressure Gauge .. 2 92-343-1-005 21 Drip Funnel Bracket .... 1 92-211-1-003 42 3/4" x 1/2" x 3/4" Tee .... 2 CH 4 250 psi/ 1750 kPa 22 Dnp Funnel, 1 92 43 1" x 3/4" x 1/2" Tee 1 CH Air Pressure Gauge 1 92- 343 -1 -012 23 3/32" Vent Fitting 1 . 92-032-1-002 • 44 1/4' x Close Nipple 2 CH 5 1/4" Gauge Test Valve .. 2 46- 005 -1 -002 24 1/4" x 18" Tubing 1 CH 45 1/4" x 3" Nipple 1 CH 6 Quick Release Switch, 25 1/2" Tubing Connector .. 2 CH 46 1/2" x Close Nipple 3 CH Model QRS 1 92- 312 -1 -001 26 1/2" x 12" Tubing 1 CH 47 1/2" x 1 -1/2" Nipple 17 CH 7 Model MC -1 Manual 27 1/2" x 24" Tubing 1 CH 48 1/2" x 2" Nipple 1 CH Control Station 1 52 -289 -2 -001 28 1/4" Plug 4 CH 49 1/2" x 2 -1/2" Nipple 3 CH 8 Model AD -1 Automatic 29 3/4" Plug 1 CH 50 1 /2" x 4" Nipple 1 CH Drain Valve 1 52- 793 -2 -004 30 112" x 1/4" Reducing 51 1/2" x 5" Nipple 2 CH 9 Automatic Shut -Off Valve, Bushing 1 CH 52 1/2" x 7" Nipple 1 CH Model ASV -1 1 92- 343 -1 -021 31 1/2 " Union 6 CH 53 Select Nipple per Table ..2 CH 10 Waterflow Pressure 32 3/4" Union 1 CH 54 Select Nipple per Table .. 2 CH Alarm Switch (PS10 -2) .. 1 25710 33 1/4' 90° Elbow 1 CH 55 3/4" x 1-1/2" Nipple 7 CH 11 Solenoid Valve 1 52 -287 -1 -024 34 112" 90° Elbow 8 CH 56 314" x 2" Nipple 1 CH 12 1/4" Pressure Relief 35 3/4" 90° Elbow 1 CH 57 3/4" x 4" Nipple 1 CH Valve 1 92- 343 -1 -020 36 314" x 112" 90° Elbow .... 1 CH 59. 1" x 2" Nipple 1 CH 13 1/2" Ball Valve 2 46- 050 -1 -004 14 1/2" Spring Loaded 12 Check Valve 1 92-322-1-002 39 r 15 1/2" Y- Strainer 1 52- 353 -1 -005 - r,� * Nipple Select Appropriate Nipple Sizes ':_% 11 Number per DV -5 Deluge Valve Size i,i✓ 47 r 1 -1/2" (DN40) 2" (DN50) 16 A 4 0 17 53 1/2" x Close 1/2" x 2" 47' „Ilk 54 1/2" x 5" 1/2" x 5 -1/2" off' / 4 34 i` 31 " 6 ofi4. 4 10 47 A 30 %��/�j 47 4,*, 45 r 23 40 "? (GREEN,. 1, 2 TINT) , ,24 58 0r. 29 9 � R 43 36 I -1 , 11 4 I.V. 1„ 41 .0 Tap_ PLUG 47 UNUSED 47 LOCATION 56 55 "'jx 28 / P ORTS 51 31 46 r0` 31 °, f FOR OPTIONAL �, e.. rr r 55 � 47 ELECTRICALLY ,,1 55 yn., - r a�at " c;; ow. Iv SUPERVISED 47 � '0� 18 3 � 2 y I p 28 i a '14; \ 34 54 37 N.O. ALARM 34 r �� 55 "JRL a 49 34 34 CONTROL° 42 elff r , - 3 VALVE �l r� ir RISER 0 37 7 53 y 35 CHECK 47 46 (L 38 l "' 55 57 , VALVE 47 ` 13 19 - (NOTE 1) - 0 ^1 , 52 49 3 51 ‘,..z,„ 14 \ =_ 47 2" (DN50) 47 7 ;It S e' 9 31 7 I i NOTES: 28 --\ 5 r• N'GROOVE x GROOVE 1. Use only the Model CV -1 FR ike: 31 -, MODEL DV -5 i " 15 1 ,,io- . 48 , 46 Riser Check Valve. • 4 DELUGE VALVE , , 26 l ' 2. All Fittings and Nipples are _AA � SHOWN s 34 47 l 25 galvanized (Standard Order). 44 `t 44 38 6: ■ ,007t' 47 34 34 3. CH: Common Hardware. 33 • 8 '=s' 31 4. See Figure 2 of TFP1305 for 37 Deluge Valve Port identification. 20 a 22 . 47 5. Route all Tubing to Drip Funnel, 13 II Item 22, 21 i� f FIGURE 3A — PART 1 OF 3 1-1/2 and 2 INCH (DN40 and DN50) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM (52- 478- 2 -128Q) WITH MODEL QRS ELECTRONIC. ACCELERATOR EXPLODED VIEW . TFPIIOO Page 5 of 16 QUICK P/N 52- 312 -2 -001 . , RELEASE NO DESCRIPTION QTY P/N A SWITCH 1 Quick Release Switch, Model ORS 1 92- 312 -1 -001 C 1 2 Solenoid Valve 1 52- 287 -1 -024 4 ` �►b 8 3 1/2" Union 2 CH p 3 4 1/2" Tee 1 CH 5 1/2" 90° Elbow 2 CH 7 1 ee 6 112" x Close Nipple 2 CH '_ 5 7 1/2" x 1 -1/2" Nipple 2 CH 1/2" NPT qr(- 8 1/2" x 5 -1/2" Nipple 1 CH ACCELERATOR 9 112" x 4 -1l2" Nipple TRIM CONNECTION 1! . CH TO AIR SUPPLY ' for 6 Inch Valves 1 CH PORT r� 10 1/2" x 9 -1 /T Nipple I, 0 0 fir op 1 0 10 for 4 Inch Valves 1 CH �l 112" x 8.1/2" Nipple o 0 11 ; - 4 5 for 6 Inch Valves 1 CH 0 0v a CH: Common Hardware 402, . , 7y ` i 9 y �.i /, 2 y SOLENOID s�� "1� VALVE ,�� C \ QUICK �i o - 6 RELEASE �'�7 �'r ,� 112" CONDUIT SWITCH r '� ; �%" 3, .- ij": CONNECTION 1 0 . :41 4 " TO'RELEASING 1 1/2" NPT r PANEL ca 8 .f ACCELERATOR 6 4 `(' �� 3 4 INCH (DN100) \ TRIM TO IN TERMEDERMEDIATE 7 _-a / 7 MODEL TIATE �Y„ �HAM6c�' - V. r .I I:' 1 2" N F . ACCELERATOR - I �� ' TRIM CONNECTION TO AIR SUPPLY PORT 4 ,- 10 0 0 'mil , 0 C 0 k tin ... o o• ti71� 5 • • y� �' 9 SOLENOID 6 INCH (DN150) VALVE MODEL.DPV - 7 I o *i DRY PIPE VALVE �1 WITH TRIM i �,�7�� _ IF I / ��` it 112" CONDUIT _. y , M 2 CONNECTION tp ♦ 1� i TO RELEASING �• - O a� i� J -. 6 PANEL I. ' fier i r tf ' 4 ( �4 6 k 1/2" NPT . 'ACCELERATOR TkIM CONNECTION TO INTERMEDIATE CHAMBER FIGURE 2 MODEL QRS ELECTRONIC ACCELERATOR RISER COMPONENTS INSTALLATION DIAGRAM FOR THE 4 AND 6 INCH MODEL DPV -1 DRY PIPE VALVES 1 ,: Page 4 of 16 TFP1100 2800 (10598) il 2600 (9841 } ^ry � �� ■ ■■ I ' i � °••• CCC / I 2400 (9084} 'I.■. p /... %■.. � ■ ■.IIIIII� 2200(8327) Ill a, 0) �.,. IN cP ,.� 6 2000 (757oj ..n..... i M...- .I�..... z 1800 (6813) E. ' 16 00 (6056) v... =ME � � ..�ri� R 1II!diIUi!diII 1400 (5299) 111 �� . 1 211 1 . . I 1200 (4542) pp/ 1000(3785) 0 , , I I 800 (3028) - 10 20 30 40 50 60 (0,7) (1,4) (2,1) (2,8) (3,4) (4,1) MINIMUM SYSTEM AIR PRESSURE, PSI (BAR) . Note 1. Quick operation of the Eiectro L.cceierator noes not ensure that the fie protection system will meet thn v. dellve time re:tjlrenlent 0 tnr ti .'. i_ having Juris.. . -,llcwin , o; :enln O in ' .nspector s Test C The sprinkler e"stem °oesignet has to be aware that water. delivery time is primarily determined Dy the configuration and volume of the piping network. system air pressure at time of Accelerator trip, number and orifice size of open sprinklers,.and water supply characteristics. - Note 2. The sensitivity criteria for the Model QRS Electronic Accelerator is a function of its pressure decay for trip rating of 0.1 psi (0,007 bar) per second, as well as system volume, the K- factor of the sprinklers being utilized, and the minimum initial air pressure. The larger the system volume combined with smaller sprinkler K- factor or lower initial air pressure results in a slower air decay rate upon the first sprinkler operation. Conversely, a smaller system volume • combined with a larger sprinkler K- factor or higher initial air pressure results in a faster air decay rate. Note 3. When the sprinkler system has been designed within the criteria provided by Graph A, operation of the Model QRS Electronic Accelerator and subsequent operation of the associated dry pipe or preaction valve can be expected within four seconds. In the case of the double interlock preaction system, operation is based on the electric detection system operating before a first sprinkler operation. Note 4. The minimum system air pressure must be the greater of that required for the dry pipe / preaction valve as a function of the maximum expected water supply pressure 'or per Graph A when using the Model QRS Electronic Accelerator. Note 5. When multiple sprinkler operations are being considered as in the case of using a dry system water delivery design per the 2007 edition of NFPA 13, Section 7.2.3.6, use the "11.2 K- factor and larger" curve as referenced in Example 3. Example 1. Assuming a system volume of 1500 gallons (5680 liters) and the use of sprinklers having a K- factor of 5.6, the minimum system air pressure must be 18.5 psi (1,3 bar). Example 2. Assuming a system volume of 2000 gallons (7570 liters) and the use of sprinklers having a K- factor of 8.0, the minimum system air pressure must be 16.0 psi (1,1 bar). Example 3. Assuming the use of a dry system water delivery design per the 2007 edition of NFPA 13, Section 7.2.3.6, wherein the operation of two 5.6 K- factor sprinklers might be anticipated (and the effective K- factor is then 11.2), the "11.2 K- factor and larger" curve can be utilized. Consequently, assuming a system volume of 2400 gallons (9084 liters), the minimum system air pressure must be 11.5 psi (0,8 bar). GRAPH A MODEL QRS ELECTRONIC ACCELERATOR — SENSITIVITY CRITERIA'BASED ON FM APPROVAL — . TFP1100 Page 3 of 16 THE QRS QUICK RELEASE SWITCH IS TO BE WIPED TO THE MODEL PFC- 4410 -RC RELEASING PANEL USING SHIELDED CABLE IN METAL CONDUIT (RIGID OR FLEXIBLE). CONNECT DRAIN WIRE OF SHIELD TO EARTH GROUND OF"7HE PFC- 4410 -RC ONLY. DO NOT CONNECT DRAIN WIRE TO QRS. SHIELDED CABLE: 8 CONDUCTOR, 22 AWG STRANDED, PVC JACKET, OVERALL FOIL SHIELD WITH DRAIN. (ALPHA WIRE TYPE 5198C OR EQUIVALENT.) MODEL QRS QUICK RELEASE SWITCH P/N 92- 312 -1 -001 4 INCH (DN100) MODEL DPV -1 \ DRY PIPE VALVE \ WITH TRIM SHOWN �� :,; r 1114 11111%% 4 0 0 `� 120 VAC .,r, o c Y , ., MODEL QRS t 4-1111' . ""' ELECTRONIC �' A CCELERATOR TRIM ) =j s1� �� ,...,-,0 PIN 52 -312 -2 -001 / , liu,� � =� .- MODEL PFC- 4410 -RC /' ` ��f / RELEASING PANEL, r ��u. lie \ P/N 20135, �j! \ / WITH MODEL BT -120 \' ��l \ ' ! BATTERY BACK -UP, `�` , ,- p� P/N 20128 J 24 VDC �, SOLENOID. VALVE . �—� N RI. -.c__ ..IN �' , iERE :_ • P /Ik 8L- 287 - -02- FIGURE 1 . MODEL QRS ELECTRONIC ACCELERATOR — TYPICAL ARRANGEMENT SHOWN ON ONE DRY PIPE VALVE — Switch Setting Low Air Threshold Nominal Pressure High Air Threshold PSI (Bar) PSI (Bar) PSI (Bar) . • 0 7 (0,48) 10 (0,69) 15 (1,04) 1 7 (0,48) 15 (1,04) 20 (1,38) 2 15 (1,04) 20 (1,38) 25 (1,72) 3 15 (1,04) 25 (1,72) 30 (2,07) 4 20 (1,38) 30 (2,07) 35 (2,41) 5 25 (1,72) 35 (2,41) 40 (2,76) 6 30 (2,07) 40 (2,76) 45 (3,10) 7 35 (2,41) 45 (3,10) 50 (3,45) 8 45 (3,10) 55 (3,79) 60 (4,14) 9 55 (3,79) 65 (4,48) 70 (4,83) TABLE A HIGH /LOW PRESSURE SETTINGS FOR THE MODEL QRS QUICK RELEASE SWITCH Page 2 of 16 TFP1100 standards of any authorities having ju- Pressure Decay For Trip Rating risdiction. Failure to do so may impair Technical 0.1 psi /sec. (0,007 bads) the performance of this device. Data High /Low Pressure Settings The owner is responsible for maintain- Refer to Table A. ing their fire protection system and de- Ap prova l s =;` . Environmental Specifications vices in proper operating condition. The installing contractor or sprinkler UL Listed: The QRS Quick Release Switch is for manufacturer should be contacted The Model QRS Electronic Accelera- indoor use only (NEMA 1/IP50). with any questions. tor is UL Listed per UL1486 for a Battery Back -Up The QRS uses electronic components maximum system capacity of 1690 Battery back -up is provided by two gallons (6397 litters) for a single BT -120 (12 AH) Batteries. to monitor the system air pressure. nominal 5.6 K- factor sprinkler and a Keep all radio transmitters or RF maximum working water pressure of The nominal battery back -up times are sources at least one foot from the 175 psi (12,1 bar). as follows for dry pipe systems: QRS. Failure to do so could result in an unintended operation of the dry FM Approved: • 40 hours in standby with four QRS's. pipe or preaction system. The Model QRS Electronic Accelera- • With 4 QRS's connected, 1 in alarm tor is FM Approved based on the and the solenoid activated continu- For additional information please refer sensitivity criteria provided in Graph ously, the batteries will provide 12 to the Potter Electric Signal Company A and a maximum working water additional hours of standby. Data Sheet #5471131 for the QRS pressure of 250 psi (17,2 bar). Quick Release Switch and /or Manual • With 3 QRS's connected, 1 in alarm #5403545 for the PFC- 4410 -RC Re- Listings and approvals are under the and the solenoid activated continu- leasing Panel. name of Potter Electric Signal Com- ously, the batteries will provide 13 pany. additional hours of standby. NOTICE • With 2 QRS's connected, 1 in alarm and the solenoid activated continu- Quick operation of the Electronic Ac- ously, the batteries will provide 14 celerator does not ensure that the fire additional hours of standby. protection system will meet the water For double interlock preaction sys- delivery time requirement of the terns, battery calculations must be per - authority having jurisdiction (following formed by the system designer to de- opening of the inspector's Test Con- termine adequacy of the two BT -120 nection). The sprinkler system design (12 AH) Batteries to meet the require - must he knowledgeable tt'a water de- ments of the autnonty having iur sdic- ltbe'r tune is primarily y d .'ermined tion Batt alas may be increased as rieC sar" v'IIh the use o a por i, network, srs:e a. n r -e _ ,.. orderer; battery time of Accelerator trip, number and orifice size of open sprinklers, and Patent water supply characteristics. U.S.A. No. 5,971,080 In the case of a double interlock preac- tion system, water delivery is also based on the electric detection system operating before the first sprinkler ac- tivates. Dry Pipe Valve Compatibility The Model QRS Electronic Accelera- tor is UL Listed and FM Approved for use with the following dry pipe valves: 4 and 6" (DN 100 /150) TFBP DPV -1 3 " (DN80) Central AF 4 and 6" (DN100 /150) Central AF /AG 4 and 6" (DN100/150) Gem F302/F3021 4 and 6" (DN100/150) Star Model A 4 and 6" (DN100/150) Star Model A -1 Preaction System Compatibility The Model QRS Electronic Accelera- tor is UL Listed and FM Approved for use with the 1 -1/2 thru 8 inch (DN40 thru DN200) Model DV -5 Double Inter- lock Electric /Electric Preaction Sys- tem. Refer,,to, • Technjcal. Data ;Sheet TF 1465 for additional details. Maximum Working Air Pressure 70 psi (4,8 bar) Fire Suppression tr & BuIlding Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Model QRS Electronic Accelerator (Quick Opening Device) For Dry Pipe or Preaction Systems General Description The Tyco® Model QRS Electronic Ac- celerator is a quick opening device in- tended to reduce the operating time of a dry pipe valve in a dry pipe system or an automatic control valve (deluge valve) in a double interlock elec- -- > tric /electric preaction system. 4 � The control panel for the QRS may be ! used with up to four QRS switches for 1" - #' o to four system risers usin of the -^ ! following dry pipe valves: 9 �X • TFSBP 4 & 6 inch (DN100/150) "��'. ` -- s Model DPV -1 Dry Pipe Valves.` - • Cen ra !non iDN8d, Mode Cr Cen:'e - &. 6 Inc' DI\'u0 50• Modei AF/AG Dry Pipe Valves. ;� �, - • Gem 4 & 6 inch (DN100/150) Model '`, 1° ��' �,.a e, F302/F3021 Dry Pipe Valves. * �:. • Star 4 & 6 inch (DN100/150) Models A or A -1 Dry Pipe Valves. The control panel for the QRS may be . In the case' of a dry. pipe valve, the valve within four seconds — inde- used with one QRS switch for one sys- energized Solenoid Valve introduces pendent of various combinations of tern riser using the following automatic system air pressure to the intermedi- system initial air pressures, system control valve (deluge valve) used in a ate chamber of the dry pipe valve. This volumes, or sprinkler K- factors. double interlock electric /electric pre- pressure neutralizes the differential • One release panel can control up to action system: pressure holding the dry pipe valve closed and permits it to open. four dry pipe systems or one double • TFSBP 1 -1/2 thru 8 inch (DN40 thru interlock preaction system. DN200) Model DV -5 Deluge Valve. In the case of a double interlock elec- tric/electric preaction system, the en- The Model QRS Electronic Accelera- ergized Solenoid Valve releases dia- • sure alarm supervision. tor (Ref. Figure 1) utilizes a unique phragm pressure from the automatic • Proven electric release technology system air pressure monitoring device control valve (deluge valve) to permit as used for electrically operated del - (UL and C -UL Listed, as well as FM the automatic control,valve - (deluge uge and preaction systems. Approved, Model QRS Extinguishing valve) to open. System Attachment) that continuously • Battery back -up in the event of pri- samples air pressure twice per sec- The Model QRS Electronic Accelera- mary power failure. ond. When the air pressure is deter- for automatically adjusts to both small mined, to have a sustained drop ex- and slow changes in system pressure, NOTICE ceeding a rate of 0.1 psi (0,007 bar) but trips when there is a steady drop in per second as verified by three con- pressure (as in the case of sprinkler The Model QRS Electronic Accelera- secutive samplings, the QRS signals operation). the Releasing (Model PFC- tor described herein must be installed leasing Panel Me C- the Re C via its "Panel I od initiating l PF The QRS Electronic Accelerator fea- and maintained in compliance with this p tures the following: document and with the applicable zone circuit, which energizes the Sole- standards of the National Fire Protec- noid Valve. • Operation of a dry pipe or preaction tion Association, in addition to the Page 1 of 16 MAY, 2009 TFP1100 • Page 14 of 14 TFP1465 curate or incomplete information sup- DELUGE VALVE (SELECT ONE) plied by Buyer or Buyer's repre P /N's are for American Standard Groove x Groove Connections, and Threaded Ports, For sentatives. other configurations refer to Technical Data Sheet TFP1305. Specify: (size) Model DV -5 In no event shall TFSBP be liable, in groove x groove Deluge Valve, P/N (specify). contract, tort, strict liability or under 1-1/2 Inch P/N 52 -477 -1 -919 any other legal theory, for incidental, 2 Inch P/N 52- 477 -1 -910 indirect, special or consequential dam- 3 Inch P/N 52- 477 -1 -912 ages, including but not limite to labor 4 Inch P/N 52-477-1-913 a 9 9 � 6 Inch P/N 52- 477 -1 -915 charges, regardless of 'whether 8 Inch P/N 52 -477 -1 -916 TFSBP was informed about the possi- RISER CHECK VALVE (SELECT ONE) bility of such damages, and in no event P /N's are for American Standard Grooved Connections, For other configurations refer to shall TFSBP's liability exceed an Technical Data Sheet TFP950 for the groove x groove Model CV -1 FR Riser Check Valve. amount equal to the sales price. Specify: (size), Model CV -1FR groove x groove Riser Check Valve, P/N (specify). For The foregoing warranty is made in lieu. 1-1/2 inch risers, use the 2 Inch Riser Check Valve. of any and all other warranties. ex- 2 Inch P/N 59- 590 -1 -020 press or implied. including warranties 3 Inch P/N 59- 590 -1 -030 of merchantability and fitness for aga r- 4 Inch P/N 59 -590 -1 -040 titular purpose, 6 Inch P/N 59- 590 -1 -060 P p 8 I nc h ... -. P/N 59- 590 -1 -080 This limited warranty sets forth the ex- COUPLING (SELECT ONE) ' elusive remedy for claims based on P /N's are for American Standard Grooved Connections. For other configurations and failure of or defect in products, materi finishes refer to Technical Data Sheet TFP1830 or TFP1880. A coupling to attach the als or components, whether the claim Riser Check Valve to the outlet of the Deluge Valve must be separately ordered. Specify: is made in contract, tort, strict liability (Size), (Figure #), painted, (description), P/N (specify). For 1 -1/2 inch risers, order an or any other legal theory. additional Reducing Coupling for the outlet of the 2 inch Riser Check Valve. This warranty will apply to the full ex- 2 x 1 -1/2 Inch Figure 716 Painted Reducing Coupling P/N 7162015ES tent permitted by law. The invalidity, in 2 Inch Figure 772 Painted Rigid Coupling P/N 77220ASC p Y Y 3 Inch Figure 772 Painted Rigid Coupling P/N 77230ASC whole or part, of any portion of this 4 Inch Figure 772 Painted Rigid Coupling P/N 77240ASC warranty will not affect the remainder. 6 Inch Figure 772 Painted Rigid Coupling P/N 77260ASC 8 Inch Figure 772 Painted Rigid Coupling P/N 77280ASC DOUBLE INTERLOCK PREACTION TRIM (SELECT ONE) Specify: (specify size), (specify galvanized or black — galvanized is standard) Semi -Pre- Ordering assembled Double' Interlock Preaction System With Electric /Electric Actuation Trim for Model DV -5 Deluge Valves (specify'without or with) Model QRS Electonic Accelerator, Procedure P/N (specify) - - WITHOUT MODEL ORS ELCTRONIC ACCELERATOR - ,. :h -. n / Vr. ' 2F . . _ � :C .. .. Pace ace ',4. - - _ �� iu Pi. 4 L 2 1 the following items must be ordered 3 lncn Galvanized P/N 52-478-2-125 separately: 3 Inch Biac< P/N 52- 478 -1 -125 4, 6 & 8 Inch Galvanized P/N 52- 478 -2 -122 4, 6 & 8 Inch Black P/N 52 -478 -1 -122 • Deluge Valve - WITH QRS MODEL ELECTRONIC ACCELERATOR - • Riser Check Valve (See Technical Data Sheet TFP1100 for details, • Coupling (Deluge Valve to Riser Includes QRS Release Switch, Releasing Panel, Solenoid Valve, and Check Valve) Back-up Batteries) 1 -1/2 & 2 Inch Galvanized P/N 52- 478- 2 -128Q • Double Interlock Preaction Trim 3 Inch Galvanized P/N 52- 478 -2 -1250 • Automatic System Air Supply 4, 6 & 8 Inch Gal P/N 52- 478 -2 -1220 • Solenoid Valve AUTOMATIC' S SUPPL (SELECT ONE) ,, A device capable of maintaining a nominal system air or nitrogen pressure of nominal 15 • Accessories psi (1,0 bar) must be separately ordered. Specify: (Specify model and description), P/N (specify). Note:1 - 1/2 inch (DN40) risers utilize a Model AMD -1 Air Maintenance Device (TFP1221) P/N 52- 324 -2 -002 2 inch (DN50) Riser Check Valve in Model AMD -3 Nitrogen Maintenance Device (TFP1241) P/N 52- 328 -2 -001 combination with the 1 - 1/2 (DN40) SOLENOID VALVE (SELECT ONE ONLY WHEN USING DOUBLE INTERLOCK PRE - Model DV - Deluge Valve. ACTION TRIM WITHOUT QRS ACCELERATOR) Note: Part Numbers for factory pre A Solenoid Valve compatible with the anticipated maximum water supply pressure must trimmed Model DV - Valves are pro be ordered separately. Refer to Technical Data Sheet TFP2180 for other voltage ratings vided in the Price Book. and NEMA classifications. Specify: 24 VDC, NEMA 2, 4 and 4X, (specify 175 or 250 psi) Solenoid Valve, P/N (specify). Replacement Trim Parts: 175 psi P/N 52- 287 -1 -024 250 psi P/N 52- 287 -1.124 Specify: (description) for use with Model DV -5 Deluge Valve, P/N (see ACCESSORIES (AS NEEDED) , Figure 2A). Specify: (description), PN (specify). 600 PSI Water Pressure Gauge P/N 92- 343 -1 -004 Model WMA -1 Water Motor Alarm (TFP921) P/N 52- 630 -1 -001 ' TABLE A — ORDERING LIST ©2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP1465 Page 13 of 14 turer should be contacted relative to Verify the 'operation of the Releasing tially opening the System Main Drain any questions. Panel and its associated alarms. Valve (Fig. 2B) to relieve air pressure Automatic sprinkler systems are rec- • Verify that there is no leakage from at the Low Pressure Alarm Switch, and ommended to be inspected, tested, the Solenoid Valve (Fig. 2B). verify the following: and maintained by a qualified Inspec- tion Service in accordance with local Note: During this procedure, the Sole- • Verify that the DV -5 Deluge Valve requirements and /or national codes. noid Valve should remain closed and operates, as is indicated by a dis- It is recommended that the System the DV -5 Deluge Valve Diaphragm charge of water from the System Inspection Procedure be performed at Chamber should remain pressurized. Main Drain Valve. least semi - annually by a qualified In- This procedure is used to :verily that • Verify that the Waterflow Pressure spection Service. The Double Inter- the 0V -5 Deluge Valve will'remain set Alarm Switch (Fig. 2B) and its asso- lock Preaction System Inspection Pro- if the electric detection system (Zone 1) ciated alarms properly operate. cedure may be followed in lieu of operates but the sprinkler system • Verify that the Water Motor Alarm, if performing any of the operational tests (Zone 2) remains in its normally pres- applicable, properly operates. recommended in the Technical Data surized condition. Sheets for the Model DV -5 Deluge Step 4. Restore the electric fire detec- Note: This procedure simulates auto - Valve, Riser Check Valve, 24 VDC So- tion system to a normal condition in matic system operation upon both lenoid Valve, and Model MC -1 Manual accordance with the manufacturer's electric detection and loss of system Control Station. instructions. air pressure. NOTICE Step 5. Open the Inspector's Test - Step 12. Reset the Double Interlock Connection to relieve system air pres- Dry System in accordance with the It is recommended that the individuals sure, and verify the following: System Setting Procedure section. responsible for the care and mainte- . Verify th the Low Air Pressure Quarterly Waterflow Alarm Test nance of the Double Interlock Preac- y Procedure tion System develop a working under- Alarm Switch (Fig. 2B) and Zone 2 Testing s standing of the system, in general, of the Releasing Panel, as well as its lar n w must of the system waterflow e lo o prior to performing inspection and /or associated alarms, operate prop- be performed quarterly. p p g p erly. The Low Pressure Alarm maintenance procedures. These in- y. To test the waterflow alarm, open the Test Valve, which will allow a structions, as well as individual in- Switch should operate at approxi- structions for the deluge valve, riser mately 12 psi (0,8 bar). flow of water to the Waterflow Pres- check valve, solenoid valve, manual • Verify that there is no leakage from sure Alarm Switch and /or Water Motor control station, switches, and pressure the Solenoid Valve (Fig. 2B). of the t Upon satisfactory Test Valve. l maintenance device should be re- of the test, close the Alarm T viewed. Close the Inspector's Test Connec- Lim ThE f2 ins' p!ncecu!"es -e' . t ton, t'%. a �r -iatiC on:ro� valve X70: :: Note '") . .7'7C > '?: Je :he ,, i= arI anty the Double Interlock Preaction Sys- noid ' a ve sno,.id remain closed an L/ tern. Refer to the manufacturer's in- the DV -5 Deluge Valve Diaphragm Products manufactured by Tyco Fire structions and NFPA 25 for care and Chambersf]ould rerxr'am. pressurized. Suppression °& Building Products maintenance procedures for all other This procedure is used to verify that (TFSBP) are warranted solely to the devices (e.g., electric detection, main the DV -5 Deluge Valve will remain set original Buyer for ten (10) years control and system shut -off valves, su- if the Low Pressure Alarm Switch against defects in material and work - pervisory devices, sprinklers, etc.). (Zone 2) operates due to loss of sys- manship when paid for and properly Before performing the System Inspec- tem air pressure and the electric de- installed and maintained under normal tion Procedure, which will result in op- tection system (Zone 1) remains in a use and service. This warranty will ex- eration of alarms, notify the proper normal condition. pire ten (10) years from date of ship - authorities and all personnel who may Step 6. Restore the electric fire detec- ment by TFSBP. No warranty is given be affected. for products or components manufac- tion system to a normal condition in Before closing a fire protection system accordance with the manufacturer's tured by companies not affiliated by main control valve for maintenance instructions after the system air pres- ownership with TFSBP or for products work on the fire protection system that sure has automatically been restored and components which have been it controls, permission to shut down the to normal. subject to misuse, improper o been affected fire protection system must be installed, m lie, m on, aintaai ned, modified or re- or which have not been obtained from the proper authorities Step 7. Close the System 'Shut-off nst and all personnel who may be affected Valve (Fig. 1) St in of the Nati with applicable by this action must be notified. Step 8. Open the Main Control Valve Standards of the National Fire ndard - (Fig. 1.) one turn beyond the position at tion Association, and /or the standards System Inspection Procedure which water just begins to flow from of any other Authorities Having Juris- Step 1. Close the Main Control Valve the Main Drain Valve (Fig. 2B). diction. Materials found by TFSBP to (Fig. 1) and then n open the DV -5 Main be defective shall be either repaired or Step 9 . Close the Main Drain Valve. replaced, at TFSBP's sole option. Drain Valve (Fig. 2B). Step 10. Close the Air Supply Control TFSBP neither assumes, nor author Step 2. Manually operate Zone 1 of the izes any person to assume for it, any Releasing Panel, and verify the follow- Valve. other obligation in connection with the ing: Step 11. Manually operate Zone 1 of sale of products or parts of products. the Releasing Panel, and then operate TFSBP shall not be responsible for Zone 2 of the Releasing Panel by par- sprinkler system design errors or inac- r Page 12 of 14 TFP1465 contacts are to be connected to the klers must be of the same type and Diaphragm Chamber Supply Control Zone 2 initiating circuit contacts of the temperature rating as those that oper- Valve, and monitor the Diaphragm Cross -Zone Deluge Valve Releasing ated. Chamber Pressure Gauge for a drop Panel in pressure: Step 13. Before a system hydrostatic NOTICE If a drop in pressure is noted, the DV -5 test is performed in accordance with Diaphragm is to be replaced and /or NFPA 13 system acceptance test re- In order to prevent the possibility ,of a any leaks must be corrected before quirements, the DV -5 Diaphragm subsequent operation of an over- proceeding to the next step. Chamber is to be depressurized; the heated solder type sprinkler, any sol- Automatic Drain Valve (4, Fig. 2A) is to der type sprinklers that were possibly If the Diaphragm Chamber Pressure be temporarily replaced with a 1/2 inch exposed to a temperature greater than Gauge does not indicate a drop in NPT plug, the 3/32 inch Vent Fitting their maximum rated ambient must pressure, re -open the Diaphragm (16 - Fig. 2A) is to be temporarily re- also be replaced. Chamber Supply Control Valve and placed with a 1/4 inch NPT plug, and proceed to the next step. Step 8. Service the air dryer, if appli- the Diaphragm Cover Bolts must be cable, in accordance with the manu- Step 15. Slowly open the Main Control uniformly and securely tightened facturer's instructions. Valve. Close the Main Drain Valve as using a cross -draw sequence. After soon as water discharges from the tightening, double -check to make cer- Step 9. Open the System Air Supply drain connection. Observe the Auto - tain that all of the Diaphragm Cover Control Valve and allow the system to matic Drain Valve for leaks. If there are Bolts are securely tightened. automatically re- establish its nominal leaks, determine /correct the cause of air pressure of 15 psi (1,0 bar). Ob- the leakage problem. If there are no serve the Automatic Drain Valve for leaks, the DV -5 Valve is ready to be leaks. If there are leaks, deter- placed in service and the Main Control V alve Setting mine /correct the cause of the leakage Valve must then be fully opened. problem within the Riser Check Valve. Procedure Step 10. Reset the actuation system. NOTICE Steps 1 through 15 are to be per- Manual Actuation —Push the operat- When the Main Control Valve is formed when initially setting the Tyco® ing lever up; however, do not close the opened, the pressure on the Dia- Model DV -5 Deluge Valve; after an hinged cover at this time. phragm Chamber may increase. This operational test of the fire protection Electric Actuation — Reset the electric increase in pressure is normal, and if system; or, after system operation due detection system in. accordance with the pressure is greater than 250 psi to a fire. the manufacturer's, instructions to de- (17,2 bar),, the pressure is to be re- Step 1. Close the Main Control Valve. energize the Solenoid Valve. tieved by partially and temporarily Note: For systems .pipped with the opening the Manual Control Station; Step 2. Close the Diaphragm Chem however, ao not alow the ressure as Mode! QRS Electronic Accelerator in p ber Supply Control V�2'� ano :h� Sys indicated o^ ,he Die rocs ^ibe e :fb Air Suep' ■ COn , a':0 Rio f , c� ❑.� �,. °' Press- essu "e j u4.. :� s: ,` ;h . T r ; J: mOme iia b press The 'ml's SU {' r.SSUre shown on the Vl'aLr Step 3. Open the Main Drain Valve, tern Reset' button (Figure 6 in pp l p System Drain Valve, and all auxiliary TFP1100). Zone 1 Alarm and Zone 2 Supply Pressure Gauge, since this ac drains in the system. After water Low Air Alarm should then clear. tion may result in tripping of the DV -5 ceases to discharge, close the System Valve. Step 11. Open the Diaphragm Cham- Drain Valve and auxiliary drain valves. ber Supply Control Valve and allow full After setting a fire protection system, Leave the Main Drain Valve open. notify the proper authorities and ad- pressure to build up in the Diaphragm vise those responsible for monitoring Note: Do not open the Inspector's Test Chamber. proprietary and/or central station Connection and auxiliary drains if re- Step 12. Operate (open) the Manual alarms. setting after a system test; otherwise, system air pressure will be relieved Control Station to vent trapped air'from unnecessarily. the Diaphragm Chamber. If neces- sary, first open the hinged cover, and Care and Step 4. Depress the plunger of the then fully pull down on the operating M a i ntenance Automatic Drain Valve to verify that it lever. SLOWLY close the operating is open and that the DV -5 Valve is lever, by pushing it up, after aerated completely drained. water ceases to discharge from the The following procedures, inspections, Ste 5. C lean the Strainer in the Dia- Manual Control Station drain tubing. and maintenance must be performed p Close the hinged cover and insert a as indicated, in addition to any specific phragm Chamber Supply connection new break rod in the small hole requirements of the NFPA, and any by removing the clean -out plug and through the top of the enclosing box. impairment must be immediately cor- strainer basket. The Strainer may be g p g rected. flushed out by momentarily opening Step 13. Inspect the drain connections the Diaphragm Chamber Supply Con- from the Manual Control Station and The owner is responsible for the in- tro) Valve. the Solenoid Valve. Any leaks must be spection, testing, and maintenance of Step 6. I nsect for and clear all ice corrected ... before proceeding to the their fire protection system and de- p p next ste vices in with this docu- plugs where system piping has been step. ment, as well as with the applicable exposed to freezing conditions and Step 14. Verify the ability for the DV -5 standards of the National Fire Protec- when there has been a flow of water Diaphragm to hold pressure as fol- tion Association (e.g., NFPA 25), in into the system. lows: addition to the standards of any Step 7. Replace all damaged or oper- With the diaphragm chamber pressur- authority having jurisdiction. The in- ated sprinklers. Replacement sprin- ized per Step 12, temporarily close the stalling contractor or product manufac I TFP1465 Page 11 of 14 sure for the Double Interlock Preaction that check valves, strainers, globe System with Electric /Electric Actuation Installation valves, etc. are installed with the flow is nominally 15 psi (1,0 bar), irrespec- arrows in the proper direction. tive of the water supply pressure. The NOTICE use of a higher system air pressure Step 4. Drain tubing to the drip funnel may increase water delivery time, and 1 -1/2 inch (DN40) risers utilize a 2 inch must be installed with smooth bends the use of a lower system air pressure (DN50) Riser Check Valve in combina- that will not restrict flow. may prevent clearing the alarm of the Lion with the 1 -1/2 (DN40) Model DV -5 Step 5. The main drain and drip funnel Low Air Pressure Alarm Switch (Item Deluge Valve. drain may be interconnected provided P3 - Fig. 2A) on increasing pressure. Proper operation of the Model DV -5 a check valve is located at least 12 The Low Pressure Alarm Switch is Deluge Valves depends upon their trim inches (300 mm) below the drip funnel. field set to alarm at nominally 12 psi being installed in accordance with the Step 6. Suitable provision must be (0,8 bar) on decreasing pressure. It is instructions given in this Technical made for disposal of drain water. recommended that the system air Data. Sheet. Failure to follow the ap- Drainage water must be directed so pressure be maintained by either of propriate trim diagram may prevent that it will not cause accidental dam - the following methods. the DV -5 Valve from functioning prop- age to property or danger to persons. erly, as well as void listings, approvals, • A maximum 200 psi (13,8 bar) plant and the manufacturer's warranties. Step 7. Connect the Diaphragm air supply in combination with the Chamber Supply Control Valve to the Model AMD -1 Air Maintenance De- Field adjustments of the Air Mainte- inlet side of the system's main control vice described in Technical Data nance Device, Low Pressure Alarm valve in order to facilitate setting of the Sheet TFP1221. Switch, and Pressure Relief Valve are DV -5 Valve (Fig. 3). • A maximum 3000 psi (206,9 bar) required The Air Maintenance Device Step 8. U nused pressure alarm and the Low Pressure Alarm Switch p p nitrogen cylinder in combination with switch connections, must be plugged. should be set as close as possible to the Model AMD -3 Nitrogen Mainte- Hance Device described in Techni- the specified settings in order to'rnini- Step 9. A suitable automatic supervi- cal Data Sheet TFP1241. mize water delivery time. sory air (nitrogen) supply, as de- When using compressed air as op - scribed in the Technical Data Section, NOTES po sed to com pressed nitrogen for re- i s to b e i i n accordance with It is recommended that the pressure frigerated area service, alternate air the applicable Techn Data Sheet maintenance device be of a type that supply connections with an air dryer and set to maintain nominally 15 psi maintains a constant system pressure, may be required by the Authority Hay- (1,0 bar). i.e., a pressure maintenance device ing Jurisdiction. The "1/2 Inch NPT Step 10. Adjust the Pressure Relief that utilizes a pressure regulator ver- Connection For System Air Supply" Valve (P4 -Fig. 2A), as applicable, to sus a pressure switch (e.g.. the AMD -1 shown in Figure 2B is to be plugged crack open at approximately 20 psi or AMD -3). Use of a pressure switch when using an alternate air supply (1,4 bar). As shipped, it is set to open operated aressure maintenance de- connection; the location of the Ai; at approxim tel; 45 psi (3 .1 bar. F ;s e i cut-, 1 'cJ difie e P' e ; l,^ enat 'a t be as mal' esuit 1; a u.. :al toe opa wool e- :e: by toe L,ut ✓r: Hailing J. - T reset the P €issuf et .re_ • of the system due to a fire, because of risdiction; and, Step 10 regarding the f irst loosen the jam nut anc then adjust the cut -out pressure being higher than adjustment of the Pressure Relief the cap accordingly — clockwise for a the recommended nominal system air Valve can be omitted, since the Pres higher pressure setting or counter- pressure. sure Relief Valve in this case will be clockwise for a lower pressure setting. ineffective. After verifying the desired pressure The dew point of the air or nitrogen ., setting, tighten the jam nut. supply, for a system exposed to freez- The DV -5 Valve must be installed in a Step 11. Adjust the Low Pressure ing conditions, must be maintained be- readily visible and accessible location. Alarm Switch (P3 -Fig. 2A) to transfer low the lowest ambient temperature to The DV -5 Valve and associated trim which the system piping will be ex- the electrical contacts at nominally 12 posed. Introduction of moisture into must be maintained at a minimum tem- psi (0,8 bar) on decreasing pressure. the system piping can create ice build perature of 40 °F /4 °C. As shipped, the switch is set to transfer up which could prevent proper opera- Heat tracing of the DV -5 Valve or its the electrical contacts at approxi- tion of the system. associated trim is not permitted. Heat mately 5 psi (0,3 bar) on decreasing tracing can result in the formation of pressure. The Pressure Relief Valve (Item P4- hardened mineral deposits that, can Use the instructions provided with the Fig. 2A) is typically field set to crack prevent proper operation. open at a pressure of about 20 psi (1,4 p p p p switch to adjust the pressure setting. bar). The Tyco® Model DV -5 Deluge Valve Step 12. Conduit and electrical con - Friction Loss is to be installed in accordance with nections are to be made in accordance The nominal pressure loss versus flow the following criteria: with the requirements of the authority data for the Model DV -5 Deluge Valve Step 1. All nipples, fittings, and de- having jurisdiction and/or the National plus Riser Check Valve is provided in vices must be clean and free of scale Electric Code. Graph A. and burrs before installation. Use pipe thread sealant sparingly on male pipe NOTICE threads only. 2. The DV 5 Valve must be The heat detection devices are to be Step Step 2. Figure connected to the Zone 1 initiating cir- trimmed in n accordance dance when with h g Model cult contacts of the Cross -Zone Del- QRS Electronic Accelerator) use Valve Releasing Panel. Step 3. Care must betaken to ensure The Low Air Pressure Alarm Switch Page 10 of 14 TFP1465 FLOW RATE IN LITRES PER MINUTE (LPM) (1 GPM = 3,785 LPM) 200 400 . 600 1000 2000 3000 5000 7000 10000 15.0 p i I i I I I p I N� n 11 iIIS W1 1 UUU1111 111111 if 14l ■■ Hi UU 1I• �.OSOo 11111 ■■■11h11111RIN■INEWA■nn111 11111fV1■u1IIIM ■Up■IuIW IIl 0,800 11111■■111111■IIIUIYUIF I■ 11111111111111FAMI1111 ■O1fI11D /■■l1 0,700 10.0 sons======== • au . i . ■ .n 'a r4o......ao ■■■ ■■.■.. v, ■■�....■■■■■■_ ■ Ci■ . ■. ....■■■■■►,r■..■■ rn 9 . 0 ..............= oS• rA..W m...n■....■■...rAln..■■► ■.....■■■■■.■..■■■ 0,600 a 8.0 iii......u. � r a ■ u mmim S• ii i ■ nn i m • i . r , .u •u ..uu orauii. I • 7 . o 11111M1111111111111111 0 lI••• ■ C •aI 0,500 11111111•1111111111111 l � o AI IIR•GRIM111MIWuiiv1 IIIIIM •11111HUU74 w 6 0 ::::: =CC■OC y r ,Z =al ":: ::.:. IZA1C1:C:C� ra rAE = =CCC 0,400 cc Q s....�� ..�� '`� . V N■ ° : C � ∎ ∎ �= �... •.1111.. ∎a w..�..=M D 5.0 ■ ■ ■O �MM . ^ N ___... _ U1 .oisiui 1 1 1 r 1: ■ 9 111 =E .�� ao��1!C.. O ii....ja - .. ■■ a■u *G r ■i.■r.■�.r.r 0,3 w El .111117111%. A..1s■.C=. 2 ryo■ ..liiC■. ■....0..1..a...or.... Q w 4 0 ... .... I. A w aM � NO iio !AMR - �, r4 .. ■ la =mum .....•. Cam. m o_ �n u.......u.mr i .....rmm r, Z a.. '- S Z m uuiiiu.wA. a . - ii o` ' '4 11111 UuUUU W4 iiii o a °z 3.0 mu.■■1LU7.oB ■.u. i1■ s • �. n■IME_ r...../a1M...■ 0,200 m m - 1.■.■1111V.■■R UUUUI r11 V 1111 -, II'` ..■.UI1rAIRMI 0 I o Illll..r uui.....u11a1®va. ' -L Ammo.. ,e ril ■....■r /11...N w m a. 11111.V/11G11■ ■.II111111 r /.1 c 411111.a.. WEN 1111/41111•11111111111 co ? 1111W4g1r111U•UIU1111 I i 11u11U1111■ o G11■ . /11111111•11111111111 D °o' a 2.0 nnn.voo...oao■....■■r m Z r,u■. o ►..■■■■....■ C.r..■r1 ■ ■............ ..■■►. G ...■ ti ■........■ w u o !. .r . ■..............r......... ■. ,, vu.0 . .� ... W p i i .. . uui uu "" "'r m...u.... . ' Au.m o U. ■ ■■•..mm... a_ m ...■ ■11v4 INIMME YO ..1111 � 0 r11/1 , I ■ ■■1 ■.1 a 0 w 1.11 / / ■■11 ■.111/1 fifi11CN11B111111 AEU U '' r 4 .11 ■1 0,100 C ce IMUNI H ■11 .d■W41 ..U/111111111...I.U11■ �' ,...1111q..1 0,090 Z n ju l .■ni111 U. ...PAIL. /A■1i1111..111111r1.mu o I ■...1u1...0 cn .1111®■ 11111. .MIWIIW ■I..■■1®11111111111W1111 17 /n11111I.1•..■■ 0,080 o W , 0 1111nun11Uvrn1111WII■ 1111111111111 M11111111N■U1gn111000I1 0,070 Z . a■■■■a■N�.. ■ ■."MUM ■. .A. r...1.... ■ ■■r �. ......■..�..■ D_ .■.....■m -- Er anon= ■v/.....■ ■.■r�--......0....■ 0 ■.I...■.■ ■■•C.r ...... Cm...■■■■ . ■......n O■■■■.■.....■ ■.. ■....0 0,060 Q .n1.. ■O. ... ■...V■ ..■ ....■. �.Y11.....G..m.......mm... _ j. 0.77 uul.Ru % mU N I u u / 4u uI��WY i i•�•�• 0,050 G z ®i� NO MM EMMEIWi=1 111.•�l a //� 1 u 1 ...N111 p I j t = 1 — t a4 , -- 1 - 50 100 200 400 600 1000 2000 3000 FLOW RATE IN GALLONS PER MINUTE (GPM) The approximate friction loss, based on the Hazen and Williams formula and expressed in equivalent length of pipe with C =120, is as follows: 15 feet of 1-1/2 Sch. 40 pipe for the 1 -1/2 inch Valve Combination** calculated on a typical flow rate of 100 GPM. 28 feet of 2 inch Sch. 40 pipe for the 2 inch Valve Combination* calculated on a typical flow rate of 175 GPM. 37 feet of 3 inch Sch. 40 pipe for the 3 inch Valve Combination* calculated on a typical flow rate of 350 GPM. 48 feet of 4 inch Sch. 40 pipe for the 4 inch Valve Combination' calculated on a typical flow rate of 600 GPM. 73 feet of 6 inch Sch. 40 pipe for the 6 inch Valve Combination* calculated on a typical flow rate of 1500 GPM. 103 feet of 8 inch Sch. 30 pipe for the 8 inch Valve Combination* calculated on a typical flow rate of 1500 GPM. GRAPH B DELUGE AND CHECK VALVE COMBINATION* — NOMINAL PRESSURE LOSS VERSUS FLOW — * Model DV -5, Deluge Valve combined with Model CV -1FR Riser Check Valve * *1 -1/2 inch Model DV -5 Deluge Valve combined with 2 inch Model CV -1FR Riser Check Valve TFP1465 Page 9 of 14 Data Sheet TFP1384). This results in Each package of trim includes the fol- In order to readily perform the System a rapid pressure drop in the Dia- lowing items: Inspection Procedure described in the phragm Chamber below the valve trip Care and Maintenance section, it is point. The water supply pressure then • Water Supply Pressure Gauge recommended that a System Shut -Off forces the Diaphragm open permitting .Diaphragm Chamber Valve be installed above the Riser water to flow into the system piping, as Pressure Gauge Check Valve, as shown in Figure 1. well as through the Alarm Port to actu- The System Shut -Off Valve should be ate the system alarms. • Diaphragm Chamber Connections a listed or approved (as appropriate) As water flows into the system, the Manual Control Station indicating 'valve with a supervisory pilot chamber of the Model ASV -1 • Main Drain Valve switch to monitor the normally open Automatic Shut -Off Valve (Item 5 - Fig. • System Drain Valve position. 2A) becomes pressurized and the Detection System ASV -1 automatically shuts off the dia- • Alarm Test Valve The Double Interlock Preaction Sys - phragm chamber supply flow to the • Automatic Drain Valve tem With Electric /Electric Actuation DV -5 Diaphragm Chamber. Shutting • System Air Pressure Gauge Trim provides for electric operation of off the diaphragm chamber supply flow the DV -5 Valve by a detection system • Air Supply Connections prevents the DV -5 Diaphragm Cham- consisting of electrical devices such as ber from becoming re- pressurized, • Low Air Pressure Alarm Switch heat sensitive thermostats, smoke de- thereby preventing inadvertent closing • Waterflow Pressure Alarm Switch tectors, and /or electric manual pull sta- of the DV -5 during a fire (as may be the tions. Information on the various types case should the Solenoid Valve be- To ease field assembly of the trim ar- of separately ordered Solenoid Valves come de- energized after its initial op- rangement, the trim components are that may be used with this trim pack - eration). provided partially assembled as age is given in Technical Data Sheet shown in Figure 2B. TFP2180. Nominal installation dimen- NOT/CE The trim arrangement is provided with sions for the Double Interlock Preac- galvanized or black nipples and fit- lion System With Electric /Electric Ac- The Model DV -5 Double Interlock Pre- ti,ngs. The ga vanized trim is intended tuation Trim are shown in Figure 3. action System with Electric /Electric for non - corrosive or corrosive condi- The cross -zone deluge valve releasing Actuation described herein must be tions, whereas the black trim is princi- panel (automatic control unit) with bat - installed and maintained in compli- pally intended for use with AFFF sys- tery back -up, fire detection devices, ance with this document and with the terns. manual pull stations, and signaling de- applicable standards of the National vices, that are utilized with the Double Fire Protection Association, in addition Note: When the system pressure is Interlock Preaction System with Elec- to the standards of any authorities hay- greater than 175 psi (12,1 bar), provi- tric /Electric Actuation must be UL inc jurisdiction. Failure to do so may sion is to be made to replace the stand- Listed, ULC Listed. C -U' Listed, or FM impair the performance of the related and order 300 psi (20.7 bar) Water Approved, as anplicabic. devices. Pressure Gauges s.howri i': r cire S r 600 pc. Note: A: 2 , 1: 3C;5 - 9utus '5 The Ovlier is rsS'J'isiuie for ins; .b' ' ' ?,4 ca ; ;cater "c' s,/ e 3auges . co r ; ,. D', : e .rse c v 4 . ; :- ing their fire protection system and oe- proved 24VDC Solenoid Valve (P /N vices in proper operating condition. System Design Considerations 52- 287 -1 -024 or P/N 52- 287 -1 -124). The installing contractor or manufac- Because a double interlock preaction FM only approves solenoid valves for turer should be contacted with any system requires time for a drop in sys- use in non hazardous locations. questions. tern air pressure to occur (concurrently with the response time for the separate Note: Consult with the Authority Hay - fire detection system), before it will ing Jurisdiction regarding installation allow water to enter the system piping, criteria pertaining to electric actuation Technical this system has characteristics similar circuitry. to a dry pipe sprinkler system. There- The Double Interlock Preaction Sys - Data fore, the system design considerations tern With Electric /Electric Actuation for a dry pipe system are normally ap- Trim is provided with a Model ASV -1 Approvals plied to a double interlock preaction Automatic Shut -Off Valve (Item 5 - Fig. UL and C -UL Listed. FM Approved. system — including a 30% increase in 2A); consequently, the release circuit design area; a maximum 1 minute of the releasing panel need only pro - Deluge Valve water delivery time for system capaci- vide the standard ten minutes of alarm Model DV -5. ties of 750 gallons, (2800 litres) or condition intended to energize the So- Riser Check Valve more; and, prohibition of gridded sys lenoid Valve to open. After the ten Model CV -1 FR. tem piping. , minute duration, at which point should Note: 1-1/2 inch (DN40) risers utilize a As an option the Model DV -5 Double the Solenoid Valve become de -ener- 2 inch (DN Riser Check Valve in Interlock Preaction System with Elec- gized and close (especially while oper- combination with the 1-1/2 (DN40) trio /Electric Actuation may be ating under battery back -up), the Auto - Model DV -5 Deluge Valve. equipped with the Model QRS Elec- matic Shut -Off Valve will have already tronic Accelerator to reduce the the automatically closed, thereby prevent - Valve Trim time to valve actuation following the ing the DV -5 Diaphragm Chamber The Double Interlock Preaction Sys- operation of the electric detection sys- from becoming re- pressurized and tern with Electric /Electric Actuation tern and one or more automatic sprin- preventing an inadvertent closing of Trim (Fig. 2A /2B) forms a part of the klers. Refer to Technical Data Sheet the DV -5 during a fire event. laboratory listings and approvals. The TFP1100 for details regarding installa- System Air Pressure Requirements trim is necessary for proper operation lion requirements -and-pressure rat- The'recomrnenaed system air pres- of the DV -5 Valve. ings. Air Page 8 of 14 TFP1465 Valve Nominal Installation Dimensions in Inches and (mm) Size A B I C D E I F I G I H J I K L M 1 -1/2" 7.00 8.88 I 13.00 10.50 20.50 ) 4.00 I 5.81 5.81 3.00 I 7.00 4.00 14.81 (DN40) (177,8) (225,4) (330,2) (266,7) (520,7) (101,6) (147,6) (147.6) (76,2) (177,8) (101,6) (376,2) 2" 7.13 9.13 13.00 10.50 21.06 3.13 6.00 6.00 3.00 7.00 3.13 15.38 (DN50) (181,0) (231,8) (330,2) (266,7) (535,0) (79,4) (152,4) (152,4) (76,2) (177,8) (79,4) (390,5) 3" 7.81 10.44 14.50 10.50 25.00 1.69 6.69 .6.69 4.25 7.00 0.25 21.13 (DN80) (198,4) (265,1) J368,3) (266,7) (635,0) (42,9) I (170,0) (170.0) (108,0) (177,8) (6,4) (536,6) 4" 10.00 I 11.75 17.88 10.50 29.13 ( 1.75, 6.50 8.56 6.25 7.13 0.38 25.38 (DN100) (254,0) (298,5) (454,0) (266,7) (739,8) (44,5) (165,1) (217,5) (158,8) (181,0) (9,5) (644,5) 6" 11.38 14.31 18.75 10.50 31.94• 3.50 7.88 9.94 6.25 7.13 1.56 29.63 (DN150) (289,0) (363,5) (476,3) (266,7') (811,2) (88,9) (200,0) (252,4) (158,8) (181,0) (39,7) (752,5) 8" 12.00 16.00 21.25 10.50 36.75 1.75 10.75 10.63 6.25 7.13 7.13 36.50 (DN200) (304,8) I (406,4) (539,8) (266,7) , (933,5) (44,5) (273,1) (269,9) (158,8) (181,0) I (181,0) (927,1) * MINIMUM CLEARANCE. - A - 'F— B -- f .. C D* C I C � rr I1 I, • 'Mr a 1 II:. t., � I. 4 1 * 0, 1 CHAMBER SUPPLY v, J 4�. X 01■1 s l ' ' i ' C CJ 0 i _ � �� CONNECTING TRIM �^ M� b ,-1` idni I I i - (FIELD FABRICATED) l 1�:i� I It L I Alma MI P 1 — I 1I ,- - -. - - - --- ' I . Vl I 1 1 it L R - - - - -7 I I II 1'A l F I nr _ _- II -u , �i i , I c2::. ' 1 I I - = - �_J� h� � ' .__ 1 MAIN 2" NPS 11='i L>._:1-. 1/4" NPS — G CONTROL DRAIN DRAIN VALVE LEFT VIEW FRONT VIEW • FIGURE 3 1 -1/2 thru 8 INCH (D40 and DN200) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM WITH OR WITHOUT MODEL QRS ELECTRONIC ACCELERATOR — NOMINAL INSTALLATION DIMENSIONS — a TFP1465 Page 7 of 14 NOTES: Nipple Select Appropriate Nipple Sizes per DV -5 Deluge Valve Size - 1. Use only the 2" Model CV -1FR Riser Check Number 1 -1/2" (DN40) 2" (DN50) 3" (DN80) 4" (DN100) 6" (DN150) 8" (DN200) Valve with 1 -1/2" and 2" DV -5 Valves. Use 1 1/2" x Close ' 1/2" x 2" 1/2" x 1 -1/2" 1/2" x 2 -1/2" 1/2" x 5 -1/2" 1/2" x 8 -1/2" corresponding sized Model CV -1FR Riser • Check Valves for 3 " -8" Model DV -5 Valves. 2 1/2" x Close 1/2" x Close 1/2" x 1 -1/2" 1/2" x 2" 1/2" x 3" 1/2" x 3 -1/2" 2. Nipples 1 -4 vary in length relative to the 3 1/2" x 5" 1/2" x 5 -1/2" 1/2" x 7" 1/2" x 6 -1/2" 1/2" x 7 -1/2' 1/2" x 9" _ Model DV -5 size used. Select per the 4 3/4" x 1 -1/2" 3/4" x 1 -1/2" 3/4" x 1 -1/2" , 3/4" x 2 -1/2" 3/4" x 3 -1/2" 3/4" x 4 -1/2" table. All other nipples packed unassembled System shall be installed per the appropriate trim Main Drain 3/4" NPT 3/4" NPT 1 -1/4" NPT 2" NPT 2" NPT 2" NPT exploded view, Figure 2A Part 1, 2, or 3. Size 3. Install subassemblies in alphabetical order. Main Drain 4. See Figure 2 of TFP1305 for Deluge Valve Size 3/4" NPT 3/4" NPT 1-1/4" NPT 2" NPT 2" NPT 2" NPT Port identification. 5. Route all Tubing to Drip Funnel. VENT FITTING SYSTEM LOW AIR (GREEN TINT) AIR SUPPLY PRESSURE / CONTROL VALVE ALARM SWITCH _ WATERFLOW (NORMALLY PRESSURE / OPEN) 12'INCH NPT ALARM SWITCH �/..- CONNECTION � DRIP 3/4 INCH NPT 'r AUTOMATIC FUNNEL FOR SYSTEM CONNECTION FOR DRAIN WITH 1 -1/4 "A` Z. 01.' AIR SUPPLY SOLENOID VALVE, WATER MOTOR ` ' B VALVE INCH NPT d ;0 ORDERED SEPARATELY 1/2 INCH ALARM doh --' CONNECTION Aoledil SYSTEM (NORMALLY CLOSED) CONDUIT if Z e. �� TO DRAIN K AIR SUPPLY M �� CONNECTION NIPPLE`S t��.� a PRESSURE FOR "ELECTRIC 4 fire ` PLUG = 4 GAUGE ` DETECTION" .k0 �' UNUSED F ` l', "1 I- ' " �. % SYSTEM PORTS RISER A N MAIN DRAIN Vo CONNECTION I I CHECK VALVE NIPPLE !u p * (SIZED PER \ /U �; ` (NOTE 1} uvt♦xe / NIPPLE ^� 0 • " NIPPLE 1 A SYSTEM MAIN �. A - DRAIN \ .L. F t ' A �,q ii C! ' .,, ( N DRi ■� a i �, • WO. �_OSED) _ ". V Iv Rive -,_. %�� 'n��„ DRAIN VALVE OPEN) (- '; CHAMBER (NORMALLY E \- l ` . PRESSURE CLOSED) 1 111 �, ' GAUGE ALARM \ �� el ` , 7 4� % TEST VALVE i' 1� �`� "' (NORMALLY A A `' J a i ' �� MANUAL CLOSED) e j * ' CONTROL I .1 "'f . foi STATION W SYSTEM I ATER r'. 4" (DN100) DIAPHRAGM SUPPLY C '� l� t FLANGE x GROOVE I CHAMBER SUPPLY PRESSURE it +.' MODEL DV -5 CONTROL VALVE GAUGE MAIN DRAIN DELUGE VALVE (NORMALLY 1/2 INCH NPT OPEN) CONNECTION SHOWN CONNECTION FROM (SIZED PER TABLE,) WATER SUPPLY FIGURE 2B 1 -1/2 thru 8 INCH (DN40 thru DN200) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM WITHOUT MODEL QRS ELECTRONIC ACCELERATOR — OPERATIONAL COMPONENTS — Page 6 of 14 TFP1465 NO. DESCRIPTION QTY. PIN NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa 22 1/2" Union 5 CH 47 1" x 3" Nipple 1 CH Water Pressure'Gauge .. 2 92- 343 -1 -005 23 1" Union 1 CH 48 Not Used 0 N/A 2 1/4" Gauge Test Valve .. 1 46- 005 -1 -002 24 1/4" 90° Elbow 1 CH 49 2" x 3" Nipple 2 CH 3 Model MC -1 Manual 25 1/2' 90° Elbow 7 CH Control Station .. 1 52.289.2 -001 26 1/2" Tee ......... .... 3 CH P1 250 psi/ 1750 kPa 4 Model AD -1 Automatic 27 1/2" x 114" x 1/2" Tee .... 3 CH Air Pressure Gauge 1 92- 343 -1 -012 Drain Valve 1 52-793-2-004 28 3/4" x 1/2" x 3/4" Tee .... 2 CH P2 1/4" Gauge Test Valve .. 1 46 -005 -1 -002 5 Automatic Shut -Off Valve, 29 1" x 1/2" 90° Elbow 1 CH P3 Low Air Pressure Alarm Model ASV -1 1 92-343-1-021 30 1 "x 3/4" x 1" Tee 1 CH Switch (PS10 -2A) 1 2571 6 Waterflow Pressure 31 2" 90° Elbow 1 CH P4 1/4" Pressure Relief Alarm Switch (PS10 -2A) .1 2571 32 1/4" x Close Nipple 2 CH Valve 1 92- 343 -1 -020 7 1/2" Ball Valve 2 46-050-1-004 33 1/2" x Close Nipple .... 2 CH P5 1/2" Swing Check Valve .1 46- 049 -1 -004 8 1/2" Spring Loaded 34 1/2" x 1 -1/2' Nipple , .10 CH P6 1/2" Globe Valve 1 46- 047 -1 -004 Check Valve 1 92-322-1-002 36 . 1/2" x 2 =1/2' Nipple . , ..2 . .CH P7 2" Angle Valve - 1 46- 048 -1 -009 9 1/2" Y"Strainer 1 52- 353 -1 -005 36' 1/2" x 3" Nipple ...:'1 . CH P8 1 /4" Plug 3 CH 10 3/4" Swing Check Valve .1 46- 049 -1 -005 37 1/2" x 5" Nipple 2 CH P9 1/2" x 1/4" Reducing 11 Not Used 0 N/A 38 1/2" x 6" Nipple 1 CH Bushing 1 CH 12 2" Angle Valve 1 46-048-1-009 39 1/2" x 7" Nipple 2 CH P10 1/2" Union 1 CH 13 Drip Funnel Connector ...1 92 -211 -1 -005 40 Select Nipple per Table .. 2 CH P11 1/2" 90° Elbow 1 CH 14 Drip Funnel Bracket .... 1 92 -211 -1 -003 41 Select Nipple per Table .. 2 CH P12 1/2" Cross 1 CH 15 Drip Funnel 1 92-343-1-007 42 Select Nipple per Table .. 2 CH P13 1/2" x 1/2" x 1/4" Tee .... 1 CH 16 3132" Vent Fitting 1 92- 032 -1 -002 43 3/4" x 1 -1,2" Nipple 1 CH P14 2" x 2" x 1/2" Tee ....... 1 CH 17 1/4" x 24" Tubing 1 CH 44 3/4" x 2" Nipple 1 CH P15 1/4" x 3" Nipple ........ 1 CH _ 18 1/2" Tubing Connector .. 1 CH 45 Select Nipple per Table .. 2 CH P16 1/2" x 1 -112" Nipple .... 6 CH 19 1/2" x 24" Tubing 1 CH 46 1" x Close Nipple 2 CH P17 2" x 3" Nipple ..... .... 2 CH 20 1/4" Plug 1 CH ' 21 3/4" Plug 1 CH El Solenoid Valve Per Data Ordered 4 P16 O` P4 Sheet TFP2180 1 Separately "/� P16 Pt3 E2 1/2" Tubing Connector .. 1 CH E3 1/2" x 24" Tubing 1 CH P16 P6 E4 1/2" x 1 -1/2" Nipple 1 CH " 0' '2%' P 5 P1 P11 P10 P 46 29 Select Appropriate Nipple Sizes =N . Ile . 6 , �� Nipple per DV -5 Deluge Valve Size P16 ert„ P9 " 36 No. 4" 6" 8" P16 I P I t' (DN100) (DN150) (DN200) . . 16 ��'^ F2 ' 40 1/2" x 2 -1/2" 1/2' x 5 -1/2" 1/2" x 8 -1/2" (GREEN P12 .. /' ?y!,.. 26 " 17 4_ -i 4 41 1/2" x 2" 1 /2" x 3" 1/2" x 3 -112" TINT) PS 42 1/2" x 6-1/2" 112" x 1,2" 1/2" x 9" 2 �� P16 „„--3.- .� ,� oc F'< P =- \ \N Jv S__ CHECK VALVE • E3 � P- � \ P',? PORTS '' r _ r - � _ iOHCERE " 35 ..4 , , P8 RISER E2 �t SEPARATELY) � e ` __ 30 I � . 22 LOCATION 44 �4�i � ' 23 P8 ° r .\ (NOTE 2) 38 22 41 Q r,•33' 34 FOR OPTIONAL \c ,!e" ∎ i RUC f E4 s► ELECT .411 s „' 43” s- C 'l ,. 4 ..( 1 1 26 SUPERVISED 34 "U , 10 • ` r� \ P `� . 25 42 N.O. ALARM 25 ' 45 47 I 0 )►�� 35 25 1 CONTROL VALVE - !Age (BVS - 3/4 ") IN w 28 � 25 26 r� 1� I �� •�. 40 7 14.3 j'1 \ .. W I / ' ,� 3 � ` . 34 . 27 34 • l 7 �. 1 31 _ 39� • 47v6 Pt 49 49 0 y g R r 34 3 12 11 1 3 \ _ I NOTES: `39 1 rf� ® d :° L 5 22 1, Supervised Double � 22 Interlock Preaction Trim 20 `- 2 s'\ 34 I 37 19 *4' rc`V, 33 with Electric /Electric ' ?y'! . , / 34 25 18 Release is comprised to i' 37 n of Items 1 -50 plus Items t. 34 N /y 25 25 P1 -P18 and Items E1 -E4 32 t ' 27 FLANGE " (D x GROOVE 22 2. Use only the Model CV -1FR NOTES: Riser Check Valve. 24 32' MODEL DV -5 34 5. See Figure 2 of TFP1305 for DELUGE VALVE et 3. All Fittings and Nipples are SHOWN 3L Deluge Valve Port identification. galvanized (Standard Order). ♦ I 7 6. Route all Tubing to Drip Funnel, 4. CH: Common Hardware. Item 15. FIGURE 2A — PART 3 OF 3 4, 6, and 8 INCH (DN100, DN150, and DN200) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM (52- 478 -X -122) WITHOUT MODEL QRS ELECTRONIC ACCELERATOR — EXPLODED VIEW — TFP1465 Page 5 of 14 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa 18 1/2" x 18" Tubing 1 CH 38 1/2" x 5" Nipple ..... .. 1 CH Water Pressure Gauge .. 2 92-343-1-005 19 1/4" Plug 1 CH 39 1/2" x 5 -1/2" Nipple 1 CH 2 1/4" Gauge Test Valve .. 1 46- 005.1.002 20 3/4" Plug 1 CH 40 1/2" x 7" Nipple 2 CH 3 Model MC -1 Manual 21 1/2" Union , 5 CN 41 314" x 1 -1/2" Nipple 5 CH Control Station 1 52- 289 -2 -001 22 3/4" Union 1 CH : 42 3/4" x 2" Nipple ' ' 1 CH 4 Model AD -1 Automatic 23 1/4" 90° Elbow 1 CH 43 1 -1/4" x 2" Nipple 1 CH Drain Valve 1 52-793-2-004 24 1/2" 90° Elbow 7 CH 44 1 -1/4" x4" Nipple 1 CH 5 Automatic Shut -Off Valve, 25 3/4" x 1/2" 90° Elbow .... 1 CH Model ASV -1 . 1 92-343-1-021 26 1 -1/4" 90 Elbow 1 CH P1 250 psi/ 1750 kPa 6 Waterflow Pressure 27 1/2" Tee 3 CH Air Pressure Gauge 1 92- 343 -1 -012 Alarm Switch (PSI 0-2A) .1 2571 28 1/2" x 1/4" x 1/2" Tee .... 3 CH P2 1/4" Gauge Test Valve .. 1 46- 005 -1 -002 7 1/2" Ball Valve 2 46- 050 -1 -004 29 3/4" Tee 1 CH P3 Low Air Pressure Alarm 8 1/2" Spring Loaded 30 3/4" x 1/2" x 3/4" Tee .... 2 CH Switch (PS10 -2A) 1 2571 Check Valve 1 92- 322 -1 -002 31 1/4" x Close Nipple 2 CH P4 1/4" Pressure Relief 9 1/2" Y- Strainer 1 52- 353 -1 -005 32 1/2" x Close Nipple 2 CH Valve 1 92- 343 -1 -020 10 3/4" Swing Check Valve .1 46- 049 -1 -005 33 1/2" x 1-1/2" Nipple 13 CH P5 1/2" Swing Check Valve .1 46 -049 -1 -004 11 1 -1/4" Angle Valve 1 46- 048 -1 -007 34 1/2" x 2 -1/2" Nipple 1 CH P6 1/2" Globe Valve 1 46 -047 -1 -004 12 Drip Funnel Connector .. 1 92-211-1-005 35 1/2" x 3 -1/2" Nipple 1 CH P7 1 -1/4" Angle Valve 1 46- 048 -1 -007 13 Drip Funnel Bracket .... 1 92-211-1-003 36 1/2" x 4" Nipple 1 CH P8 1/4" Plug 3 CH 14 Drip Funnel 1 92- 343 -1 -007 37 1/2" x 4 -1/2" Nipple 1 CH P9 1/2" x 1/4" Reducing 15 3/32" Vent Fitting 1 92- 032 -1 -002 Bushing 1 CH 16 1/4" x 18" Tubing 1 CH r P10 1/2" Union 1 CH 17 1/2" Tubing Connector .. 1 CH P16 " P4 . P11 1/2" 90° Elbow 1 CH , ."1✓' P16 P1 P12 1/2" Cross 1 CH �A` P6 7l' P13 1/2" x 1/2" x 1/4" Tee .... 1 CH P16 ,114 P14 1-1/4" x 1-1/4" x 1/2" Tee .1 CH ��e d P5 P1 25 P15 1/4" x 3" Nipple 1 CH P11 P10 P3 41 P16 1/2" x 1-112" Nipple 6 CH I � P17 1 -1/4" x 2" Nipple 1 CH � 1 � � 33 P18 1 -1/4" x 3" Nipple 1 CH 6 P16 vi P9 P16 14 P15 P2 - �Z� El Solenoid Valve Per Data Ordered 15 P12 "'' '.r _ _ 4 SheetTFP2180 1 Separately ,1 (GREEN �' 27 E2 112" Tubing Connector 1 CH TINT) 16 P16 •/ PS 14 E3 1/2" x 24" Tubing 1 CH 28 P17 12 E4 1/2" x 1-1/2" Nipple 1 CH 30 20 1� P7 t� P16 PLUG i� 13 E1 p1 UNUSED � (ORDERED (d . SEPARATELY] C'�' '.4:(,;- 34 _. PORTS RISER F4 FOR OPTIONAL 4 -' ¢: 36 y - -/ -GB '4. ELECTRICALLY ' 41 Pine . V ' ,, F 40 27 SUPERVISED 33 ' 4\ 10 Vk PB � ,��7 l 6p 0 24 N.O. ALARM 24 VS 41 d r' 24 24 ., 1 CONTROL VALVE A' 30"v , +� l 32 Its j. Tio• 33 \ 33 32 �r l 26 ' 33 28 7 �1 7� 43 44 p • p\ , l 40 \ 11 , ali c 33 3 �� 38 1 s 33 ; 5 4 21 = NOTES: 1. Supervised Double � ' t, - ,\ 2 21 \ 24 -.40 i 9 8 33 ` i4 32 Interlock Preaction Trim / - ,,`,"« I .; 35 18 /:3' with Electric /Electric ire �A 37 33 `l' c� Release is comprised ° A \ " 33 3" (DN80) (. 24 17 24 of Items 1-44 plus Items 31 :s 28 GROOVE x GROOVE P1 -P18 and Items E1 -E4. MODEL DV -5 21 2. Use only the Model CV -1 FR 23 31 DELUGE VALVE NOTES: Riser Check Valve. SHOWN 33 5. See Figure 2 of TFP1305 for 3. All Fittings and Nipples are 7 Deluge Valve Port identification. galvanized (Standard Order). 6. Route all Tubing to Drip Funnel, 4. CH: Common Hardware. Item 14. FIGURE 2A — PART 1 OF 3 3 INCH (DN80) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION'' TRIM (52- 478 -X -125) WITHOUT MODEL QRS ELECTRONIC ACCELERATOR — EXPLODED VIEW — Page 4 of 14 TFP1465 NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N NO. DESCRIPTION QTY. P/N 1 300 psi/ 2000 kPa 19 1/4" Plug 1 CH P1 250 psi/ 1750 kPa Water Pressure Gauge .. 2 92- 343 -1 -005 20 3/4" Plug 1 CH Air Pressure Gauge 1 92-343-1-012 2 1/4" Gauge Test Valve .. 1 46- 005 -1 -002 21 1/2" Union 5 CH P2 1/4" Gauge Test Valve .. 1 46 -005 -1 -002 3 Model MC -1 Manual 22 3/4" Union 1 CH P3 Low Air Pressure Alarm Control Station 1 52-289-2-001 23 1/4" 90° Elbow 1 CH Switch (PS10.2A) 1 2571 4 Model AD -1 Automatic 24 1/2" 90° Elbow 7 CH P4 1/4" Pressure Relief Drain Valve 1 52-793-2-004 25 3/4" 90° Elbow 1 CH Valve 1 92-343-1-020 5 Automatic Shut -Off Valve, 26 3/4" x 1/2" 90° Elbow .... 1 CH P5 1/2" Swing Check Valve .1 46-049-1-004 Model ASV -1 1 92-343-1-021 27 1/2" Tee 3 CH P6 1/2" Globe Valve 1 46 -047 -1 -004 6 Waterflow Pressure 28 1/2" x 1/4" x 1/2" Tee .... 3 CH P7 3/4" Angle Valve 1 46- 048 -1 -007 Alarm Switch (PS10 -2A) .1 2571 29 3/4" Tee 1 CH P8 1/4" Plug 3 CH 7 1/2" Ball Valve 2 46- 050 -1 -004 30 3/4" x 1/2" x 3/4" Tee .... 2 CH P9 1/2" x 1/4" Reducing 8 1/2" Spring Loaded 31 1/4" x Close Nipple 2 CH Bushing 1 CH Check Valve 1 92-322-1-002 32 1/2" x Close Nipple 3 CH P10 1/2" Union 1 CH 9 1/2" Y- Strainer 1 52- 353 -1 -005 33 1/2" 0-1/2' Nipple 11 CH ' P11 1/2" 90° Elbow 1 CH 10 3/4" Swing Check Valve .1 46. 049.1 -005 34 1/2" x 2" Nipple ' 1 • CH P12 1/2" Cross 1 CH 11 3/4" Angle Valve 1 46- 048 -1 -005 35 1/2" x 2 -1/2" Nipple ' 3 CH P13 1/2" x 1/2" x 1/4" Tee .... 1 CH 12 Drip Funnel Connector .. 1 92 -211 -1 -005 36 1/2" x 5" Nipple 2 CH P14 1" x 3/4" x 1/2" Tee 1 CH 13 Drip Funnel Bracket .... 1 92-211-1-003 37 1/2" x 7" Nipple 1 CH P15 1/4" x 3" Nipple 1 CH 14 Drip Funnel 1 92-343-1-007 38 Select Nipple per Table . . 2 CH P16 1/2" x 1 -1/2" Nipple 5 CH 15 3/32" Vent Fitting 1 92- 032 -1 -002 39 Select Nipple per Table .. 2 CH P17 1/2" x 2-1/2" Nipple 1 CH 16 1/4" x 18" Tubing 1 CH 40 3/4" x 1 -1/2" Nipple 6 CH P18 3/4" x 1.1/2" Nipple 1 CH 17 1/2" Tubing Connector .. 1 CH 41 3/4" x 2" Nipple 1 CH P19 1" x 2" Nipple 1 CH 18 1/2" x 12" Tubing 1 CH 42 3/4" x 4" Nipple 1 CH El Solenoid Valve Per Data Ordered Sheet TFP2180 1 Separately P16 ' C '2;') pq E2 1/2" Tubing Connector .. 1 CH P5 E3 1/2" x 24" Tubing 1 CH P11 P3 E4 1/2" x 1 -1/2" Nipple 1 CH °.im P10 P 16 40 >" P13 '!ii P 1 6 P16 arir, P9 \ ` ' � P16 f P15 P6 Select Appropriate Nipple Sizes �' P16 * 15 P12 26 N ippller per DV -5 Delude Valve Size (GREEN ! `" 40 1 -1/2" (DN40) 2" (DN50) TINT) , 16 P2 q;►, 38 1/2" x Close 1/2" x 2" "�' P17 ',� 33 28 1 +�� " 39 1/2" x 5" 1/2" x 5 -1/2" 30 P18 P8 / 2 r P7 P1a % 27 El C '� r �� P14 4 ORDERED r r - - A-e L3OATIOIy I L, 4'? , � « Pb 13 — �.I 36 � 21 32 QD 2 ' FOR OPTIONAL y sAa'' e k e 40 A Te / o 33 ELECTRICALLY i) 40 it ' P8 -'". mmora< ....iii, kik i iei SUPERVISED 33 a 10 �j �� 27 N.O. ALARMS 39 CONTROL VALVE 24 A` 30 40 4\ r I 35 24 24 24 �� 1 t ar (BVS -3/4 ") ♦ , ii e . rAkw RISER !� ' 27 �� 38 , ;mo 25 e �y CHECK 33 ��- 11 42 fi n- VALVE Ne 2 3 3 3 , 4 28 . 7 ;r / (NOTE 2) - ,,� 4 ki f + 4 ,: J.. 37 Ll 35 1 ` 8 i 33 3 NOTES: ('t 21 `�� 1. Supervised Double 19 -.\ 2 a0 33 �t ' 5 _ p1 Interlock Preaction Trim s' kip 4 36 24 �� ` �Ri� 32 with Electric /Electric 9 'r6i 34 r c:n Release is comprised .. 5t 33 2" (DN50) 33 N 18 ��. of Items 1-42 plus Items 31) " 28 GROOVE x GROOVE 33 2 17 24 P1 -P19 and Items E1 -E4. MODEL DV -5 2. Use only the 2" Model CV -1 FR 23 31 DELUGE VALVE 21 Riser Check Valve for 1 -1/2" or SHOWN NOTES: 2" assemblies 5. See Figure 2 of TFP1305 for 3. All Fittings and Nipples are 7 Deluge Valve Port identification, galvanized (Standard Order). 6. Route all Tubing to Drip Funnel, 4. CH: Common Hardware. Item 14. FIGURE 2A — PART 1 OF 3 1 -1/2 and 2 INCH (DN40 and DN50) MODEL DV -5 DELUGE VALVES DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION TRIM (52- 478 -X -128) WITHOUT MODEL ORS ELECTRONIC ACCELERATOR — EXPLODED VIEW — -e TFP1465 Page S of 14 —(C (C gill - .�_I�Illl ANC 0 o o o .. . . . ..„ . 16 Vol 0 IT 1 _ a ____, Oh..„,„. -11 , . ......1.0), 3, aj,) ..i. 1!!(tc 1i(% �i zus-:.,*(;•,--siii--",.--ii....-;:(4 I , ; trot 1 1 111111116,I i % SKY ‘t". , • t - - 1 11. : 11I ,_�IIII 0 _ _ u •1� ) - :ice ('(Ii � 1.11f�(if � /( � � T liemn, ,e' 2 1 - Model DV -5 Deluge Valve 8 - Diaphragm Chamber Pressure 16 - Riser Check Valve 2 - Main Control Valve (N.O.) Gauge (Shown at Front of Valve) 17 - System Shut -Off Valve (N.O.) 3 - Diaphragm Chamber Supply 9 System Drain Valve (N.C.) 18 - Air Pressure Gauge Control Valve (N.O.) 10 - Main Drain Valve (N.C.) (Shown at Front of Valve) 4 - Local Manual Control Station 11 - Diaphragm Chamber Automatic 19 - Automatic Air /Nitrogen Supply (Shown at Front of Valve) Shut -Off Valve 20 - Low Pressure Alarm Switch 5 - Automatic Sprinklers 12 - Waterflow Pressure Alarm Switch A - Fire Detection Initiating Circuit 6 - Heat Detectors, Smoke Detectors, 13 - Water Motor Alarm (Optional) (Zone 1) etc. (Fire Detection) 14 - Solenoid Valve B - Low Pressure Alarm Initiating Circuit 7 - Water Supply Pressure Gauge 15 - Cross -Zone Deluge Valve (Zone 2) (Shown at Front of Valve) Releasing Panel FIGURE 1 — PART 2-OF 2 DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION WITHOUT MODEL QRS ELECTRONIC ACCELERATOR • — SYSTEM SCHEMATIC (Rear View) — Page 2 of 14 TFP1465 0 (, AP t I 11111 .. = C alloit.,. . o • • , . , . r0 O 0 hirliK__ ,,/ 1 116 O 1 1111110:04. 41111 cip 0 x'+117 y +`'4 � �il mx«I /, it 7 iii ' :� °.� ' iI 1 )11 ®I G 11 . ' ll `— Tfi' i 14 +- 1 0 lib lrig: , : — - ' . . i._ 146111110). © ` , T(�t r ` % � o: � ii il.h'' 4 1 - Model DV -5 Deluge Valve 9 - System Drain Valve (N.C.) 16 - Riser Check Valve 2 - Main Control Valve (N.O.) 10 - Main Drain Valve (N.C.) 17 - System Shut -Off Valve (N.O.) 3 - Diaphragm Chamber Supply (Shown at Rear of Valve) 18 - Air Pressure Gauge Control Valve (N.O.) 11 - Diaphragm Chamber Automatic 19 - Automatic Air /Nitrogen Supply 4 Local Manual Control Station Shut -Off Valve 20 - Low Pressure Alarm Switch 5 Automatic Sprinklers 12 - Waterflow Pressure Alarm Switch (Shown at Rear of Valve) A Fire Detection Initiating Circuit 6 - Heat Detectors, Smoke Detectors, (Zone 1) etc. (Fire Detection) , 13 - Water Motor Alarm (Optional) 14 Solenoid Valve B - Low Pressure Alarm Initiating Circuit 7 - Water Supply Pressure Gauge (Zone 2) 8 - Diaphragm Chamber Pressure 15 Cross -Zone Deluge Valve Gauge Releasing Panel FIGURE 1 — PART 1 OF 2 DOUBLE INTERLOCK PREACTION SYSTEM WITH ELECTRIC /ELECTRIC ACTUATION WITHOUT MODEL QRS ELECTRONIC ACCELERATOR — SYSTEM SCHEMATIC (Front View) — • t LICD Fire Suppression 7 & Building .Pr .,ducts Technical Services: Tel: (800) 381 -9312/ Fax: (800) 791 -5500 Preaction System with Model DV -5 Deluge Valve Double Interlock — Electric/Electric Actuation 1 -1/2 thru 8 Inch (DN4O thru DN200) General • Description li The Tyco! Model DV -5 Double Inter- ., p , ��.,,... � NC lock Preaction System with Elec- — 1PlIl � tric /Electric Actuation (Fig. 1) is de- - signed for use in applications, such as �� refrigerated areas, requiring the maxi- mum degree of protection against in- advertent flooding of the sprinkler sys- tem piping: The Model DV -5 Double Interlock Pre -)�� + action System with Electric /Electric Actuation utilizes a Model DV -5 Del- uge Valve and a Riser Check Valve. ' ' i n — f r- ' The Riser Check Valve (that does not ■►^ - J� .Af= require the use of priming water) iso- �'�' z a � fates the Deluge Valve from the sys - --s te--, air presE e. Me r ,Ins , - io _ _, - - tie Deluge , e .:.ii a a o : r _.=r ,, Valve that is operated by energizing Via . ' \1 ' j o the releasing circuit of a Cross Zone f +: u�irt�� ■ - Deluge Valve Releasing Panel (auto- 1, > C i ,, matic control unit). � W r11 " tom _. Zone 1 of the Releasing Panel is oper- .._ MOM by either a fire detection device or ba "' manual pull station. detection 2 of the Re -4�'� :: leasing Panel is operated by a Low Air ` •-'" . Pressure Alarm Switch in response to 1111 !On. a loss of system air pressure due to the �- ionont: �- opening of an automatic sprinkler. The , T Solenoid Valve remains closed until it is electrically energized by the Releas- ing Panel" In order for the Double Interlock Pre- Releasing Panel have operated, ener- supply pressure. When the DV -5 Valve action System to automatically actu- gizing the Solenoid Valve. Accidental is set for service, the Diaphragm ate, two independent events must oc- loss of system air pressure (for exam- Chamber is pressurized through the cur. Zone 1 of the Releasing Panel ple: a lift truck accidentally dislodges a trim connections from the inlet side of must operate upon automatic opera sprinkler), or operation of just the fire the system's main control valve, for tion of the electric fire detection initiat- detection circuit (for example: an acci- example an O.S. &Y. gate valve or but - ing circuit or operation of the electric- dental operation of an electric pull sta- terfly valve (Fig. 1). manual pull initiating circuit, and Zone tion), will only cause an alarm, and will Operation the Solenoid Valve releases 2 of the Releasing Panel must operate not actuate the r,.flood the p g p ,sprinkler s water from the Diaphragm Chamber via the Low Air Pressure Alarm Switch y stem, �i m m f p g faster than it can be replenished upon loss of air pressure from the The Model DV -5 Deluge Valve (de- through the 1/8 inch (3,2 mm) restric- sprinkler system piping, due to opera- scribed in Technical Data Sheet tion provided by the Model ASV -1 tion of one or more sprinklers. TFP1305) is a diaphragm style valve Automatic Shut -Off Valve in the dia- The Double Interlock Preaction Sys- that depends upon water pressure in phragm supply connections (Item 5 - tem will automatically actuate only the Diaphragm Chamber to hold the Fig. 2A, also described in Technical when both Zone 1 and Zone 2 of the Diaphragm closed against the water (TEXT CONTINUED ON PAGE 9) Page 1 of 14 MAY, 2009 TFP1465 4 . Page 12 of 12 TFP370 Care and Limited Ordering Maintenance Warranty Procedure The Tyco@ QUELL Preaction and Dry Products manufactured by Tyco Fire When placing an order, indicate the Systems must be maintained and Suppression & Building Products full product name. Refer to the Price serviced in accordance with the follow- (TFSBP) are warranted solely to the List for complete listing of Part Num- ing instructions: original Buyer for ten (10) years bers and system packages. against defects in material and work- Contact your local distributor for avail - NOTES manship when paid for and properly ability. Before closing a main control valve for installed and maintained under normal maintenance work on the fire protec- use and service. This warranty will ex- Lion system that it controls, permission pire ten (10) years from date of ship - to shut down the fire protection system ment byTF$BP. No warranty is given must be obtained from the proper for products or components manufac- authorities. In addition, all personnel tured by companies not affiliated by who may be impacted by the fire pro- ownership with TFSBP or for products tection system shut down must be no- and components which have been tified in advance. subject to misuse, improper installa- Modifications, repair, or adjustments tion, corrosion, or which have not been installed, maintained, modified or r to the QUELL System must not result te in a change from the design require- paired in accordance with applicable ments specified by the QUELL Licen- Standards of the National Fire standards Protec- see without approval by the QUELL tion Association, - and /o.r the sndard • of any other Authorities Having Juris- Licensee. In the event of modification, ` repair, or adjustment, the water deliv- diction. Materials found by TFSBP to be defective shall be either repaired or ery time of the QUELL System must be replaced, re- verified through, the use, of the a a sole option. SprinkFDT Q Water Delivery Calcula- TFSBP neither assumes, nor author- izes any person to assume for it, any tion Program by personnel who have been trained by TFBP (Ref. Training other obligation in parts with dh the section on Page 1). Re- verification of sale er of products or r arts arts the water delivery time is required to sprinkler TFSBP shall not s n responsible rrr r i for products. assure that the performance of the sp system desi gn errors or nac- QUELL System as originally designed curate or incomplete information su • ha not been affected. plied by Buyer or Buyer's repre - sentat;ves Ali c.r testes, and maiintaineo in accordance In no eve s sr,al' ?rSB�' o� iiac:e .n with their applicable data sheets (see contract, tort, strict liability or under System any other e ial or consequential for incidental, t l ystem Components section). dam - indirect, special or consequential dam - The owner is responsible for the in- ages, including but not limited to labor spection, testing, and maintenance of charges, regardless of whether their 'fire protection system and de- TFSBP was informed about the possi- vices in compliance with this docu- bility of such damages, and in no event ment, as well as with the applicable shall TFSBP's liability exceed an standards of the National Fire Protec- amount equal to the sales price. tion Association (e.g., NFPA 25), in The foregoing warranty is made in lieu addition to the standards of any other of any and all other warranties. ex- authorities having jurisdiction. The in- press or implied, including warranties, stalling contractor or sprinkler manu- of merchantability and fitness for a par- facturer should be contacted relative titular purpose. to any questions. Automatic sprinkler systems are rec This limited -warranty sets forth the ex- ommended to be inspected, tested, ailuure r rem o def c ot ` based on f and maintained by a qualified Inspec- fail in products, mct tion Service in accordance with local is made e components, i or n co on tra whether the claim m requirements and /or., national codes. is made n contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP370 Page 11 of 12 pressure that had been entered into evaluation should be performed based demanding four sprinklers within the the SprinkFDT Q Water Delivery Cal- upon the specific penthouse and stor- prescribed time. culation Program. After the proper air age arrangement to determine the pre- Inadvertent operation of only the linear pressure has been established, use ferred method of protection including detection or an automatic sprinkler, the calibrated gauge to determine the consideration of the, following: due for example to incidental damage standard air pressure gauge deviation Quantity and class of material stored or malicious activity, will not allow (if any) and note the calibration devia- • below penthouse. water flow into the system. Not allow - tion between the calibrated gauge and ing water to flow in these cases is the standard gauge for future refer- • Volume of penthouse. desirable for refrigerated spaces. ence. • Area of openings between storage Dry System. When the system is set Mechanical System Shut -Down: space and penthouse. for service, the system piping is ores- The fire detection system must be de- • Arrangement of air distribution duct- surized with a dry source of air, and the signed to shut fans down in powered work. releasing panel is in a normal standby systems or to close damp- condition. In the event of a fire, the ventilations y p To ensure the proper operation of the opening of one or more Ultra K17 ers in natural ventilation systems upon fire sprinkler system in this area, the sprinklers will begin to relieve air pres- actuation. The system is to be de- following design features should be in- sure from the system piping. The QRS signed to shut down fans to avert de- cluded whenever possible: electronic accelerator will respond to layed operation of the first sprinklers. an air decay rate of at least 0.1 • Minimize openings between the y psi/sec p A separately ordered Auxiliary R e l ay storage space and the penthouse to to initiate Zone 1 of the releasing Module for the Potter Electric Series the minimum area necessary to pro- panel. With Zone 1 initiated, the re- PFC- 4410 -RC Releasing Panel must vide makeup air for the chillers. leasing panel will energize the releas- be utilized to perform this function. ing circuit to the solenoid valve in the • Minimize total penthouse volume. DV -5 deluge valve trim. Opening of the NOTE .Install sub ceiling beneath open ar- solenoid valve actuates the DV -5 al- Auxiliary Relay Modules are available lowing water to enter the system piping for mounting either or outside of eas with Ultra K17 S in- r inside and flow from at least each of the most the Series PFC RC Releasing stalled below. Sub ceilin should be hydraulically demanding four sprin- Panel. For QUELL Systems, only use provided in accordance with FM klers within the prescribed time. the externally located Auxiliary Relay Loss Prevention Data Sheet 2 -2, Module to avoid electrical interference Paragraph 2.2.6.2(b) with the wiring connections to the • Install draft curtains around the pe- installat Model QRS Electronic Accelerator. rimeter of the penthouse openings. NOTICE Using an externally located' Auxiliary Relay Module will also maximize on • Eliminate storage beneath mechani- battery space within the PFC - 4410- cal penthouses. Except as noted below all components RC. Highly �� s must be instalie- in a dare wit �ien:ation, e "u�_ .e ie :u-e, .e' .. " anp % cabi e . .s sns o - , s_aua- • cooraination or lion manuals. Mechanical System Start -Up: performea tnrougn the To ensure that the full hydraulic capac- Architect /Engineer, Owner, it is available for system filling, ire Authority Having Jurisdiction, Me- y y g chanical Designer, and Fire Protection Valve Trim pump start -up is recommended to be TFP1465 references the use of nomi- initiated upon actuation of the fire de- Designer. nal air pressure of 15 psi (1,0 bar). The tection system, /� normal system air pressure for the A separately ordered Auxiliary Relay Operation, QUELL Preaction or Dry System can Module for the Potter Electric Series be at any pressure compatible to the PFC- 4410 -RC Releasing Panel must Double Interlock Preaction System. QRS Electronic Accelerator (Ref. Ta- be utilized to perform this function. When the system is set for service, the ble D). The pressure relief valve in the system piping is pressurized with a dry trim is to be set at 10 psi (0,7 bar) NOTE source of air, and the releasing panel higher than than the normal system air Auxiliary Relay Modules are available is in a normal standby condition. In the pressure being used. for mounting either inside or outside of event of a fire, the fire detection will Air Pressure Gauge the Series PFC - 4410 -RC Releasing respond (155 °F /68 °C) to initiate Zone During the system set -up acceptance Panel. For QUELL Systems, only use 1 of the releasing panel. As the fire tests, a calibrated pressure gauge the externally located Auxiliary Relay continues to grow, the opening of should be used to set the system air Module to avoid electrical interference one or more Ultra K17 sprinklers pressure that had been entered into with the wiring connections to the (286 °F /141 °C) will begin to relieve air the SprinkFDT Q Water Delivery Cal - Model QRS Electronic Accelerator, pressure from the system piping. The culation Program. After the proper air Using an externally located Auxiliary QRS electronic accelerator will re- pressure has been established, use Relay Module will also maximize on spond to an air decay rate of at least the calibrated gauge to determine the battery space within the PFC -4410- 0.1 psi /sec to initiate Zone 2 of the standard air pressure gauge deviation RC. releasing panel. With Zones 1 and 2 (if any) and note the calibration devia- initiated, the releasing panel will ever tion between the calibrated gauge and Penthouse: gize the releasing circuit to the sole- the standard gauge for future refer - noid valve in the DV -5 deluge valve Penthouse configurations vary consid- trim. Opening the solenoid valve actu- ence. erably, and as such there is no univer- ates the DV -5 allowing water to enter sal solution for providing protection be- the system piping and flow from at heath these areas. An engineering least each of the most hydraulically Page 10 of 12 TFP370 / 1,101,18 ; ---i- Oligi 5 WRENCH PLAT — 4 t , 1., • 2-3/8" ‘ : ' , .'t ,. (60,3 mm) . L , 1 - 3/4" — 1/2" (12,7 mm) NPT NOMINAL MAKE -IN L " f -....: _ 1. Frame 4 - Bulb *Temperature rating Is ** Pipe thread 2 - Button 5 - Compression Screw indicated on deflector. connections per ISO 3 - Sealing Assembly 6 - Deflector* 7/1 can be provided - on special request. FIGURE 4 ULTRA K17, 286 °F /141 °C, UPRIGHT (TY7103) SPRINKLERS Switch Setting Low Air Threshold Nominal Pressure High Air Threshold PSI (Bar) PSI (Bar) PSI (Bar) 0 7 (0,48) 10 (0,69) 15 (1,04) 1 7 (0,48) 15 (1,04) 20 (1,38) TABLED 2 15 (1,04) 20 (1,38) 25 (1,72) HIGH /NORMAL /LOW - — AIR PRESSURE SETTINGS FOR 3 15 (1,04) 25 (1,72) 30 (2,07) THE QUELL SYSTEM, I - - 3. — — THA ARE COMPATIBLE `- ` • WITH THE QRS I 5' QUICK RELEASE SWITCH 6 30 (2,07) 40 (2,76) 45 (3,10) . 7 35 (2,41) 45 (3,10) 50 (3,45) 8 45 (3,10) 55 (3,79) 60 (4,14) 9 55 (3,79) 65 (4,48) 70 (4,83) r TFP370 Page 9 of 12 N CAUTION. CONDUIT (RIGID ROE, L F EXIBLE). TEIDE RE OF SHIELD TO BERTH GROUND OFN HE PFC -44S. ^,-RC N E D D O T I CONNECT DRAIN WIRE TO ORS. SHIELDED CABLE: S CONDUCTOR, 22 AWG STRANDED, PVC JACKET, OVERA_L FOIL SHIELD WITH DRAIN. (ALPHA WIRE TYPE 5199C OR EQUIVALENT.) I . JIIMPFR 7 .SIMPER QRS TAMPER ALARM HIGH/ 24VOC 1 - ' .--- SWITCH LOW Gee 0000 ©00OO 5.1K 5.1K EOLR . !■LR . n z z EOLR 3 U o w m m 5.1 K EOLR ,, 5 SYSTEM WATER LOCATE ` SHUT -OFF AT QRS ♦�i K PRESSURE mi VALVE ALARM SWITCH CO MAIN ORANGE CONTROL 11 NOT VALVE YELLOW J USED L_ J DO NOT yt,� ;•••* +� ALPHA WIRE CONNECT 0:30r, " TYPE 5198C SHIELD p OR EQUIVALENT . d J SYSTEM y $ p SHIELD I w �- w z I I I NOT ■ USED I I - ......j. ri I I + - + - SUP• SUP- + - } + } _ } - I AUX. POWER ABORT SUPERVISORY ZONE 1 ZONE 2 ZONE ZONE I I .' — ` _ L- OUTPUT OUTPUT3 OUTPUT4 '- ,' ---1 GND. I . a - + .(. - + - I— J L 7 J PFC-4410 -RC PANEL U o U 0 o RELEASING g g SOLENOID m m u F2 OF LINE DIODE ASS I II • I PART ri300.5012 INSTALLA' REFERENCE 5.1 K 5.1 K SOLENOID EOLR EOLR L — LOCATION WIRING DIAGRAM GENERAL WATER SYSTEM PROGRAM #8 ALARM BELL FLOW BELL FIGURE 3 QUELL SYSTEM ELECTRICAL SCHEMATIC FOR DRY SYSTEMS • Page 8 of 12 ' TFP370 CAUTION: CONDUIT ( OR EXIB E)TCONNECCT WIR OF SMODDD TO EARTH GROUND OF THE PT-C- 4410 -RC ONLY. DO NOT DRAIN WIRE TO QRS. SHIELDED CABLE 8 CONDUCTOR. 22 AWG STRANDED, PVC JACKET, OVERALL FOIL SHIELD WITH DRAIN. r (ALPHA WIRE TYPE 5198C OR EQUIVALENT.) JIIMPFR 7 JIIMPFR QRS TAMPER ALARM HIGH/ 24VDC SWITCH EOLR AIR + 0 0© O O ® O 5.1K 5.1K 5.1K EDLR EOLR tEOLR� ; W > J O w m 3. EOLR 0 5.1 K � 1 " 5' o m SYSTEM WATERFLOW LOCATE SHUT -OFF AT QRS VALVE K PRESSURE 2 ALARM SWITCH 0 MAIN r= ORANGE CONTROL w NOT VALVE !— w YELLOW USED w L J re DO NOT w '4° ALPHA WIRE LL CONNECT tgakt r TYPE 5198C SHIELD: OR EQUIVALENT . i •4•4 SYSTEM S E w b I SHIELD I I I ' mr'; •, � � 1 ' m I , 1 NOT , I I 1 usEC I fl.„- I ( + - + - SUP. SUP. + - + - + - + - I AUX. POWER ABORT SUPERVISORY ZONE I ZONE 2 ZONE 3 ZONE4 I 24VDC I I J V — / ' OUTPUT I OUTPUT 2 OUTPUT 3 OUTPUT 4 P -1 GND. r' + - + - + - + - .. — I I • • •. • • L L J / PFC- 4410 -RC PANEL U 4 o © RELEASING g :.3, n SOLENOID m U p IN MI" — ll END OF LINE DIODE ASSY a I PANT #3005012 ALLAT REFERENCE 5.1 K 5.1 K L OC A TION SOLENOID EOLR EOLR L — LocanoN WIRING DIAGRAM GENERAL WATER , SYSTEM PROGRAM #13 ALARM BELL FLOW BELL , FIGURE 2 QUELL SYSTEM ELECTRICAL SCHEMATIC FOR D.I. PREACTION SYSTEMS 4 TFP370 Page 7 of 12 • QUELL SYSTEM • CARTONED, UNEXPANDED, GROUP A PLASTIC COMMODITIES GENERAL GUIDELINES: Ultra K17 (TY7103) Sprinklers with a 286 °F /141 °C temperature rating may be installed in double interlock preaction systems or dry systems for the protection of high piled storage occupancies including single -, double -, and multiple -row rack storage, as well as palletized and solid piled storage, of cartoned, unexpanded, Group A Plastic commodities. For ceiling only protection (no in -rack sprinklers), the installation criteria is as follows: • a minimum deflector to top of storage clearance of 36 inches (0,9 m); • a maximum coverage area of 100 ft (9,3 m per sprinkler; • a minimum coverage area of 80 ft (7,3 m2) per sprinkler;, • sprinkler spacing criteria: 12 feet (3,6 m) maximum for unobstructed construction (palletized and solid piled storage), 10 feet (3,0 m) maximum for unobstructed construction (rack storage), 10 feet (3,0 m) maximum for obstructed construction, and 8 feet (2,4 m) minimum; • storage height, building height, hydraulic design pressure, and water delivery times are as follows: Minimum Storage Ht./ Design Recommended Maximum Minimum Sequential Sprinkler Ceiling /Ht., Pressure, No. of Design Water Delivery Water Delivery Opening Times, Sec.(b & el Ft. /Ft. psi Sprinklers( Time, Sec. Time, Sec (`) 1st 2nd 3rd 4th (m /m) (bar) (Ref. Appendix, Test No.) 20/30 (6 ;1/9,1) 22 (1,5) 25 (App. D) 25 8 0 3 6 8 25/30 (7,6/9,1) 35 (2,4) 25 (App. E) 25 8 0 3 6 8 20' , 35 ‘2. 2E. E 25 - - 0 . 2 3 25:35 . ,. - , 2 4 2c 30135 10,7, 35 ,2. 25 ikr,;:. E 25 c (a) The minimum recommended number of design sprinklers is to be confirmed with the Authority Having Jurisdiction. Refer to the appropriate appendix material. When sprinkler coverage areas of 100 ft (9,3 m are used for all 25 Design Sprinklers, the resulting design area is 2500 ft (232 m If sprinkler coverage areas less than 100 ft (9,3 m are utilized, the design area is not to be less than 2250 ft (209 m therefore, the number of design sprinklers may need to be increased accordingly. (b) The maximum water delivery time shall be calculated'so as to assure the design pressure is available at each of the most hy- draulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). (c) The minimum water delivery time shall be calculated so as to assure the design pressure is NOT available at any of the least hydraulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). TABLE C HYDRAULIC DESIGN AND WATER DELIVERY CRITERIA TO PROVIDE CEILING ONLY PROTECTION OF UNEXPANDED GROUP A PLASTIC COMMODITIES Page 6 of 12 TFP370 QUELL SYSTEM CLASS III COMMODITIES GENERAL GUIDELINES: Ultra K17 (TY7103) Sprinklers with a °r/141 °C' temperature rating may be installed in double interlock preaction systems or dry systems for the protection of high piled storage occupancies including single -, double -, and multiple -row rack storage, as well as palletized and solid piled storage, of up to Class Ill commodities with no plastic containers or open top combustible containers. For ceiling only protection (no in -rack sprinklers), the installation criteria is as follows: • a minimum deflector to top of storage clearance of 36 inches (0,9 m); • a maximum coverage area of 100 ft (9,3 m per sprinkler; • a minimum coverage area of 80 ft (7,3 m per sprinkler; • sprinkler spacing criteria: 12 feet (3,6 m) maximum for unobstructed construction (palletized and solid piled storage), 10 feet (3,0 m) maximum for unobstructed construction (rack storage), 10 feet (3,0 m) maximum for obstructed construction, and 8 feet (2,4 m) minimum; • storage height, building height, hydraulic design pressure, and water delivery times are as follows: Minimum • Storage Ht./ Design Recommended Maximum Minimum Sequential Sprinkler Ceiling /Ht., Pressure, No. of Design Water Delivery Water Delivery Opening Times, Sec. & Cl Ft. /Ft. psi Sprinklers Time, Sec. Time, Sec (c) 1st 2nd 3rd 4th (m /m) (bar) (Ref. Appendix, Test No.) 20/30 (6,1/9,1) 30 (2,1) 25 (App. A, T4) 25 8 0 3 5 7 25/30 (7,6/9,1) 30 (2,1) 25 (App. A, T4) 25 °: - 8 0 3 5 7 20'35 (5. 1 1' (' 2F (App. H_ 1-, 5 _ - 25' 2E. ;:,,;:, L.. ?= " E 5 L. 33 55 . A, T4 3 r - 20/4.0 (6,1/12,2) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 25/40 (7,6/12,2) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 30/40 (9,1/12,2) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 35/40 (10,7/12,2) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 20/45 (6, 1/13,7) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 25/45 (7,6/13,7) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 30/45 (9,1/13,7) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 35/45 (10,7/13,7) 30 (2,1) 25 (App. A, T7) 25 8 0 3 5 7 40/45 (12,2/13,7) 30 (2,1) 25 (App. A, T6) 25 - 8 0 3 5 7 40/48 (12,2/14,6) 30 (2,1) 30 (App. C) 25 8 0 3 5 7 (a) The minimum recommended number of design sprinklers is to be confirmed with the Authority Having Jurisdiction. Refer to the appropriate appendix material. When sprinkler coverage areas of 100 ft (9,3 m are used for all 25 or 30 Design Sprin- klers, the resulting design area is 2500 ft (232 m or 3000 ft (279 m respectively. If sprinkler coverage areas less than 100 ft (9,3 m are utilized, the design area is not to be less than 2250 ft (209 m for ceiling heights 45 ft. (13,7 m) or less, or 2700 ft (251 m for ceiling heights greater than 45 ft. (13,7 m) and less than or equal to 48 ft. (14,6 m); therefore, the number of design sprinklers may need to be increased accordingly. (b) The maximum water delivery time shall be calculated so as to assure the design pressure is available at each of the most hy- draulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). (c) The minimum water delivery time shall be calculated so as to assure the design pressure is NOT available at any of the least hydraulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). TABLES HYDRAULIC DESIGN AND WATER DELIVERY CRITERIA TO PROVIDE CEILING ONLY PROTECTION OF CLASS III COMMODITIES TFP370 , . Page 5 of 12 • QUELL SYSTEM CLASS II COMMODITIES GENERAL GUIDELINES: Ultra K17 (TY7103) Sprinklers with a 286F/141°C temperature rating may be installed in double interlock preaction systems or dry systems for the protection of high piled storage occupancies including single -, double -, and multiple -row rack storage, as well as palletized and solid piled storage, of up to Class II commodities with no plastic containers or open top combustible containers. For ceiling only protection (no in -rack sprinklers), the installation criteria is as follows: • a minimum deflector to top of storage clearance of 36 inches (0,9 m); • a maximum coverage area of 100 ft (9,3 m per sprinkler; • a minimum coverage area of 80 ft (7,3 m per sprinkler; • sprinkler spacing criteria: . 12 feet (3,6 m) maximum for unobstructed construction (palletized and solid piled storage), 10 feet (3,0 m) maximum for unobstructed construction (rack storage) 10 feet (3,0 m) maximum for obstructed construction, and 8 feet (2,4 m) minimum; • storage height, building height, hydraulic design pressure, and water delivery times are as follows: Minimum Storage Ht./ Design Recommended Maximum .Minimum Sequential Sprinkler Ceiling /Ht., Pressure, No.•of Design Water Delivery' Water Delivery ' Opening Times, Sec.(b & c) Ft. /Ft. psi Sprinklers Time, Sec. Time, Sec. 1st 2nd 3rd 4th (m /m) (bar) (Ref. Appendix, Test No.) 20/30 (6,1/9,1) 22 (1,5) 25 (App. B, T1) 30 9 0 3 6 8 25/30 (7,6/9,1) 22 (1,5) 25 (App. B, T1) 30 9 0 3 6 8 23,25 .5! - 25 AD; E .3C 3 2 3 5 25 3; 3,1:3 22 25 (7 p:. 21 9 i e l I . 20/40 (6,1/12,2)) 22 (1,5) 25 (App. B, T1) 30 9. 0 3 6 8 25/40 (7,6/12,2) 22 (1,5) 25 (App. B, T1) 30 . 9 0 3 6 8 30/40 (9,1/12,2) 22 (1,5) 25 (App. B, T1) 30 9 0 3 6 8 35/40 (10,7/12,2) 22 (1,5.) 25 (App. B, T1) 30 9 0 3 6 8 20/45 (6,1/13,7) 30 (2,1) 25 (App. A, T7) 25 9 0 3 6 8 25/45 (7,6/13,7) 30 (2,1) 25 (App. A, T7) 25 9 0 3 6 8 30/45 (9,1/13,7) 30 (2,1) 25 (App. A, T7) 25 9 0 3 6 8 35/45 ( 10,7/13,7) 30 (2,1) 25 (App. A, T7) 25 9 0 3 6 8 40/45 (12,2/13,7) 30 (2,1) 25 (App. A, T6) 25 9 0 3 6 8 40/48 (12,2/14,6) 30 (2,1) 25 (App. C) 25 8 0 3 5 7 (a) The minimum recommended number of design sprinklers is to be confirmed with the Authority Having Jurisdiction. Refer to the appropriate appendix material. When sprinkler coverage areas of 100 ft (9,3 m are used for all 25 Design Sprinklers, the resulting design area is 2500 ft (232 m If sprinkler coverage areas less than 100 ft (9,3 m are utilized, the design area is not to be less than 2250 ft (209 m therefore, the number of design sprinklers may need to be increased accordingly. (b) The maximum water delivery time shall becalculatedso as.to assure the design pressure is available•at each of the most hy- draulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). (c) The minimum water delivery time shall be calculated so as to assure the design pressure is NOT available at any of the least hydraulically demanding four sprinklers within the noted time (when applying the water delivery calculation enter the sequential sprinkler opening times for each of the four sprinklers). TABLE A HYDRAULIC DESIGN AND WATER DELIVERY CRITERIA TO PROVIDE CEILING ONLY PROTECTION OF CLASS II COMMODITIES Page 4 of 12 TFP37O gap between the pipe ends, e.g., Grin- than or equal to nominal 2 -1/2 inch nell Tri -Seal Gaskets. Design Criteria (DN65) pipe size based on NFPA 13 Where Grinnell grooved type cou (2002) 8.1.1(5). When sprinklers are plings are being utilized, the Grinnell NOTICE specifically tested (as was the case during the fire tests reported in Appen- Figure 772 or 577 Rigid or Figure 705 QUELL Systems are an innovative ap- dix A and B) and test results demon - Flexible Type Couplings with Tri -Seal proach to addressing a high - challenge strafe that deviations from clearance "Grade E EPDM" Gaskets and a petro- fire hazard that departs from previous requirements to structural members leum -free silicone lubricant are to be control mode and suppression mode do not impair the ability of the s nn utilized. These components are de- approaches for addressing a high- kler, their positioning and locating in scribed in TFP1800, TFP1820, challenge fire, and instead employs a accordance with the test results shall TFP1840, and TFP1850. sprinkler operational area sufficient to be permitted. (10) Control Valves: surround and drown a high - challenge The Main Control Valve (preaction and fire. Branch lines of nominal 3 inch when riser dry) and System Shut -Off Valve (pre- pipe size are acceptable when riser Except as modified below, all installs- nipples are provided to elevate the de- action only) must be supervised in the Lion criteria provided in NFPA 13 ap- flector 15 inches (380 mm) above the normally open position. The use of the plies c enterline of the pipe. Branch lines of use of Model BFV -N Butterfly Valves p p are recommended. The BFV -N Valves The Ultra KIT Upright Sprinklers are nominal 4 inch (DN100) pipe size are are described in TFP1510, TFP1515, ° Specific .Application.Sprinkler`s Used a cceptable when riser nipples are pro - and TFP1520. For Storage Protection ". Except as vided 'to elevate the deflector 18 modified below, all installation require- inches (460 mm) above the centerline (11) Red -E Cabinet: ments provided in NFPA 13, Section of the pipe. The Model DV -5 Preaction Red -E 8.11 apply. Releasing Panel: Cabinet (without air compressor) that can house Items 2 thru 6 is recom- Hydraulic Design and The Potter Electric Series PFC -4410 mended. This component is described Water Delivery: RC Releasing Panel utilizes a NEMA in TFP1400. The hydraulic design, maximum water Type 1 enclosure (i.e., general pur delivery time, and minimum water de- pose enclosure). Therefore the panel * Components 1, 2, 3, 4, 5, and 6 have livery time must be in accordance with must be located where it will not be been selected based on their ability to Table A, B, or C, as applicable. subject to direct or indirect wetting meet the performance requirements of (e.g., condensation). the QUELL System and in some cases The SprinkFDT Q Water Delivery Cal - the compatibility of certain compo- culation Program must be used to as- Fire Detection: nents, e.g., the QRS Electronic Accel- sure water delivery within the pre- For linen reaction systems, 155 °F168 °C erator with the Series PFC- 4410 -RC scribed maximum and minimum times, rated linear heat detection wire must Releasina Panel. TFBP is not aware of as well as to take pump start up time be installed on each anufact e in ac ahernat��'e components that �meer the in', c ' consideration. cordance with the manufacturer's ne Q.JEL S 's:e erfo -nanice recu�h e s:r. on The fire detection zone e - a ',.• ...., " "", - wati , ir eiiverx- al- niena. A000ro nq a: t �'a time there a c the s e s r, area. is no assurance that QUELL Systems cuiat i a tri ratio tc the - a „ ac of t ae fire celiac :Liu zone system is determined by dividing the to adjacent sprinkler system areas is - will function as intended if the indi- available static water supply pressure not permitted. cated components are not used. It is by seven psi (e.g., if the static water possible that functional alternatives to supply is 140 psi, the trip ratio will be Fire Detection Circuit: these components will be developed 140 psif7 psi = 20, or if the static water The fire detection circuit illustrated in and tested in the future. supply is 70 psi, the trip ratio will be 70 Figure 2 is shown as Class B. A Class psi /7 psi = 10). A detection circuit may be utilized when installed per Potter Manual Also when applying the water delivery #5403545 describing the Potter Elec- calculation program, . the fixed trip time tric Series PFC- 4410 -RC Releasing to be entered for the electroini9'ORS Panel. acceleratoris4 seconds Battery Back -Up: In order to accurately predict water The duration of battery back -up is to delivery time, the use of an accurate be in accordance with the require- water supply curve is critical for the ments of the Authority Having Jurisdic- SprinkFDT Q Water Delivery Calcula- tion. A minimum of 90 hours of battery tion Program. The water supply infor- back -up is recommended. Battery mation must include pressure and flow back -up calculations are to be per - points at the system fill flow rate. formed in accordance with Potter Manual #5403545 describing the Pot - System Piping Layout: ter Electric Series PFC- 4410 -RC Re- The system piping layout must be a leasing Panel. "tree" configuration in order to use the Automatic Air Supply: SprinkFDT Q Water Delivery Calcula- The normal system air pressure can tion. Program and to help assure the be at any pressure compatible to the quickest water delivery times. Gridded QRS Electronic Accelerator (Ref. Ta- and looped systems are prohibited. ble D). Automatic Sprinklers: During the system set -up acceptance The „Ultra K17 Sprinklers may be at- tests, a calibrated pressure gauge tached directly to branch lines less should be used to set the system air (Continued on Page 11) TFP370 Page 3 of 12 T • without air dryer may be utilized and ec System there must be provision for low drains to be drained twice a year when the Data Components ambient temperature is in excess of Approvals (& Data Sheet 32 °F / 0°C. The Tyco® QUELL System Compo- (8) Fire Detection (Preaction Only): nents 1 through 6 described on Page Reference) The fire detection utilized must be se- 3 are UL Listed and FM Approved. lected so that it will operate before the (1)* Automatic Sprinklers: automatic sprinklers. (The fire detec- QUELL Systems are intended to be Ultra K17 (TY7103) Upright Sprinklers tion must be compatible with the Potter applied via "Equivalency" as defined in (Ref. Figure "4) with a 286 °F /141 °C Electric Series PFC- 4410 -RC Releas- NFPA 13; consequently, the hydraulic ing Panel. Where acceptable to the temperature rating must be utilized. design and water delivery criteria pro- This component is described in Authority Having Jurisdiction, the dry vided in Tables A, B, and C are subject TFP331. contacts of a separate fire detection to approval by the Authority Having releasing panel may be used to initiate Jurisdiction and may differ from NFPA (2)* Automatic Control Valve: Zone 1 of the PFC - 4410 -RC shown in 13 and FM Loss Prevention Data Model DV -5 Deluge Valve (automatic Figure 2.) Sheets. For FM insured projects, con- control valve) must be utilized. This 155 °F168 °C SAFE ThermoCable ** suit FM Loss Prevention Data Sheet component is described in TFP1305. 8 -9Linear Heat Detection is recom- (3)* Riser Check Valve: mended. This component is described Maximum Working Water Pressure Model CV -1 FR Riser Check Valve in SAFE Fire Detection Inc. Manual 175 psi (12,1 bar) must be utilized. This component is #32502- 05/06. Allowable System Air Pressure described in TFP950. SAFE ThermoCable linear heat detec- Range (4)* Valve Trim: tion has been verified during full scale 15 to 65 psi (1,0 to 4,5 bar) Model DV -5 Double Interlock Elec- fire testing to meet the fire detection Maximum System Volume tric /Electric Preaction Trim must be requirements for QUELL Preaction Maxi Maxi gallons (15900 liters) used. This component is described in Systems. Up to 10,000 linear feet TFP1465. (3000 m) of SAFE ThermoCable may NOTICE . (5)* Quick Opening Device: be installed on Zone 1 of the Potter Model QRS Electronic Accelerator Electric Series PFC- 4410 -RC Releas- SprinkFDT Q fluid delivery calculation must be utilized. This component is ing Panel. program must be applied to assure described in TFP1100. (9) Pipe and Fittings: desired water delivery time. (6)* Releasing Panel: Pipe must be internally galvanized or Potter Elect Series PFC 4410 R� equivalen! and of a type material ac- Patents - cec ab e Der N rep preaction or • PateC Perm pia :PFC to- a lea = - inc Pa u.l corn- or s ,...nis- ponen: Is desczieec, in Potter Manual E?, EP "iD!y- 1- ma < be black oml . #5403545. for a Quell Preaction System and only (7) Automatic,Air (N itrpgen)'Supply: when all three of (he following criteria For protection areas maintained be- are met low 32 °F /0 °C, the air (nitrogen) supply • The piping is in areas maintained must be provided in accordance with below 32 °F /0 °C. the 2007 Edition of NFPA 13, Section 7.9.2.4. • A listed air compressor / dryer pack- per 7.9.2.4(1), the age is provided per NFPA 13, • When installing P 7.9.2.4(2) or a compressed nitrogen piping arrangement must be in ac- supply is provided per NFPA 13, cordance with Figure A.7.9.2.4 (i.e., 7.9.2.4(3), refer to Component 7. inclusive of an air dryer and coa- The system is to be trip tested in a lescer filter to provide a higher de- Y P gree of preventing the formation of manner that does not introduce ice plugs). moisture into the system piping. (The 2002 Edition of NFPA 25, Sec- • When installing per 7.9.2.4(2), the tion 12.4.3.2.2.3 requires that preac- use of the General Air Products Dry tion valves protecting freezers, (i.e., Air Pac Model DAP500, DAP1000, below 32 °F /0 °C) shall be trip tested or DAP2000 is recommended. This in a manner that does not introduce component is described in General moisture into the system piping. Air Products DAP- Instruction With this in mind, the riser for the Manual- 011606. QUELL System (Figure 1) is pro- • When installing per 7.9.2.4(3), the vided with a System Shut -Off Valve use of the Model AMD -3 Nitrogen so that trip tests can be discharged Maintenance Device is recom- to the System Main Drain Valve in- mended. This component is de- stead of the system piping.) scribed in TFP1241. Where gasketed grooved type cou- For protection areas NOT maintained plings are being utilized, the gasket below 32 °F /0 °C, a standard air supply type must be capable of closing off the - . `" Registered Trademark of SAFE Fire Detection Inc. k Page 2 of 12 TFP370 SYSTEM PIPING WITH ULTRA K17 AUTOMATIC SPRINKLERS t t t t....It DIAPHRAGM LOW AIR NY DETECTION CHAMBER MODEL (PREACTION ONLY) PRESSURE QRS SYSTEM GAUGE SWITCH AUTOMATIC SHUT -OFF VALVE I \ DRY AIR (SUPERVISED I SUPPLY NORMALLY I I- . OPEN) I I SOLENOID O • VALVE MODEL RELEASING PANEL — CV -1FR (AUTOMATIC SYSTEM MAIN RISER CHECK DRAIN VALVE A/ III UNIT DRAIN (NORMALLY VALVE WITH BATTERY MODEL ASV -1 CLOSED ) BACK -UP) LOCAL AUTOMATIC DRAIN WATERFLOW HYDRAULIC SHUT -OFF VALVE PRESSURE CONTROL di m —_ ALARM SWITCH I STATION - MODEL DV -5 y - 4 DELUGE VALVE I MANUAL MAIN DRAIN VALVE 0 WATER SUPPLY PRIMARY ELECTRICAL DRAIN (NORMALLY CLOSED) DRAIN POWER PULL STATION PRESSURE SUPPLY (AS REQUIRED) V DIAPHRAGM CHAMBER GAUGE A SUPPLY CONNECTION MAIN DIAPHRAGM CHAMBER CONTROL VALVE SUPPLY CONTROL VALVE (SUPERVISED (NORMALLY OPEN) WATER NORMALLY SUPPLY OPEN) FIGURE 1 QUELL SYSTEM PIPING SCHEMATIC vantage-_,_ 1 f - of rated and cold ilc,:a d tna. ce;:cans from or_. i^ - i _ ctec, S','sterr and ce- storage. contro. mode and suppression mode vices in proper operating condition. One of the best alternatives for elimi- approaches. The installing contractor or- manufac- nating in -rack sprinklers has been the • Eliminates the need for care inten- turer nsuld be contacted with any installation of an Early Suppression sive anti - freeze system. questioons. Fast Response (ESFR) sprinkler sys- .Fully pre-engineered riser. tem; however, due to its limitation of being a wet pipe sprinkler system, the • Fully supervised riser with dedicated ESFR System is limited to installations control panel. at or above 40 °F /4 °C. Now with the QUELL System, SprinkFDTTM Q Water • Built -in electronic accelerator to op- Delivery Calculation Program, and timize water delivery time. QRS technology there is an alternative • Selection of system air pressure is for protecting refrigerated and cold independent of water supply to opti- storage without the need for in -rack mize water delivery time. sprinklers (Ref. Tables A, B, and C). Applications for the QUELL Preaction 'Trip testing without flooding system. and Dry Systems are expanding be- • Remote signal contacts. yond the currently approved hydraulic design and water delivery criteria. For NOTICE information regarding research fire tests which may be acceptable to an The QUELL Preaction and Dry Sys - Authority Having Jurisdiction, please term described herein must be in- contact the Technical Services De- stalled and maintained in compliance partment. with this docume-nt.and with the appli- Features: cable standards of the National Fire Protection Association, in addition to • Eliminates in -rack sprinklers for re- the standards of any authorities having frigerated and cold storage. jurisdiction. Failure to do so may im- • Provides an innovative approach to pair the performance of these devices. addressing a high - challenge fire The owner is responsible for maintain- tq co Fire Suppression & Buildin Products 9' QuII FIRE SPRINKLER SYSTEMS Technical Services: Tel: (800) 381 - 9312 / Fax: (800) 791 - 5500 A Greater Degree of Fire Protection QUELL Systems Preaction and Dry Alternatives For Eliminating In -Rack Sprinklers Table of ®'� } o,. i t Contents =� t .W / o SECTIONS � Q d F y z w Training I f I General Description 1 �� 4 { • Technical Data 2 �" r ?' System Components 3 ' Design Criteria 4_ .1 ' >F — Operation 11 Ire Installation 11 - ,;.,-,L:ill - , , - Care & Maintenance 12 r ; Limited Warranty 12��a x Ordering Procedure 12 r, ` .� p UL Fire Test ' Report App. A (4/07)\ a ! FM Fire Tesr + ��' � Summary App. B (3/09 � � � UL Fire Test -A°' ' 4 01- - -\ a . F S Je �1► . ... Report (48' Ceiling Class ll & III) ., . . . App. C (4/07) UL Group a Tra General Unexpanded Plastic Fire Test Report . . App. D (4/07) UL Group A Training provided by TFBP • manda- D escr iption Unexpanded Plastic tory prior to bidding, designing, pro - Fire Test Report App. E (4/07) cure ment of components, installation, The Tyco QUELL Systems are an and maintaining of the Tyco QUELL innovative approach to addressing a Preaction and Dry Systems. These high challenge fire hazard that departs TABLES systems are unique in their intent and from previous control mode and sup - Class II Storage 5 design. Anyone involved at any level pressiort mode approaches for ad 'bons :�otn!.ghly understarid the limita- dre,,sing high challenge fires, and in Class 1!1 Storage 6 Lions and capabilities of such systems. stead employs a sprinkler operational Group A Plastic Storage 7 area sufficient to surround and drown Air Pressure Setting 10 a high - challenge fire. The QUELL Pre action and Dry Systems provide an alternative method of protecting high FIGURES challenge storage without the need for Piping Schematic 2 in -rack sprinklers. The elimination of Electrical, Preaction System 8 in -rack sprinklers avoids the greatest Electrical, Dry System 9 potential of inadvertent operation Y caused by mechanical sprinkler and Ultra K17 Sprinkler 10 piping damage during loading and un- loading of racks. Due to the non -water filled piping of the QUELL Systems, the QUELL Systems are especially ad- • Page 1 of 12 MARCH, 2009 TFP370 r = Coca -Cola (Quell Cooler /Freezer, Cooler Dock, and corr.1 Manufacturer !Product Location to be used Tyco ,Quell system Cooler / Freezer Tyco DV -5 precation system (elec. / elec.) Quell risers Tyco QRS switch Quell risers Tyco Butterfly valve Quell risers / dry risers Tyco 'Check valve (Quell risers Tyco Dry pipe valve Cooler dock / Corridor Tyco Rigid Coupling Quell and dry systems Tyco Grooved fittings Quell and dry systems Tyco jTY B upright Std_ response sprinkler Cooler dock / Corridor Potter Releasing panel Quell systems Potter PS -10 pressure sw. Dry pipe systems o Ptter PS -40 pressure sw. Dry pipe systems _._ _._ - -- General Air products Dry air pac Quell and dry systems General Air products Air Maint device Quell and dry systems Safe Thermo LHD Cable - Quell systems Safe !Installation accessories Quell systems Safe Junction Boxes Quell systems Safe Test switch Quell systems Arcelor Mittel Galv. Sch. 10 pipe Quell and dry systems Wheatland Tube Galv. Sch. 10 pipe !Quell and dry systems s,. DPV (n102) — Pressure, psi — Flow, gpm 180= 175 =3,000 170= - 165: 1 -2,800 160= - 2,700 155° - :2,600 150_ _2,500 145- 1407 2,400 135 -2,300 1307- _ 72,200 125 -2,100 120: -2,000 115= 110= : 1,900 105: 1 71,800 100 - 1,700 95 = _ 1,600 a 90 71 500 11 0 (u 857: 71,400 in 80: Lc 2 75_ 71,300 : n 70 71,200 65 1,100 60= = - ,/,....,_____,---- 1,000 55= •-900 50= 45 e 7800 40= -700 35: =600 30. ! =500 _ 25= =400 20 -300 15_ _ 107 -200 5= -100 0: =0 -5= „ - -100 -10- -200 -15� _ 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Time, s File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 - 2008 Tyco Fire and Building Products Page 2 p srcl — Pressure, psi — Flow, gpm 185 180_ 3,000 - ' 175 2,900 170: =2,800 165 = 72,700 160= 155. 2,600 150- =2,500 145 =2,400 1407 :2,300 135= 7 2,200 130_ 125. _2,100 120- :2 000 115 .1,900 110 :1,800 1057- 71,700 100 a 957 :1,600 a 90_ `1,500 0 ai 85= '71,400 - 0 807' .. '71,300 ° 75 70 =1,200 65 =1,100 60 - , 1,000 55-? / 900 50: ✓/ - - 800 45 40 700 35 600 30 500 25 -400 20 300 15 10 200 5 - 100 0 0 -5 -100 -10 15 -200 -300 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Time, s File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 99 Node 39 - 352.64 Node 0 412.9 114 Node 37.5 -344.98 Node 0 354.49 116 Node 39 -344.98 Node 0 358.12 29 Node Node 0 37.5 3582621 31 Node 39 - 382.71 Node 0 358.12 98 Node 39 -352.64 Node 0 402.27 • 177 Node 37.5 -328.22 Node 0 354.49 194 Node 39 -325.6 Node 0 380.25 207 Node 39 -324.26 Node 0 369.87 97 Node 39 -352.64 Node 0 391.64 174 Node 37.5 - 328.22 Node 0 350.25 96 Node 39 -352.64 Node f 0 381.01 1 172 Ned= 1 -328.221 . Node 1G S 340.25 175 Node 39 -328.22 Node 0 - 350.25 - 206 Node 39 -324.26 Node 0 358.12 170 -328.22 Node Node 0 37.5 330.25 173 Node 39 - 328.22 Node 0 340.25 169 Node 37.5 - 328.22 Node 0 329:75' 171 Node 39 - 328.22 Node 0 330.25 193 Node 39 -325.6 Node 0 350.25 113 Node 39 -349.03 Node 0 369.87 192 Node 39 -325.6 Node 0 340.25 112 Node 39 -349.03 Node 0 358.12 191 Node 39 -325.6 Node 0 330.25 File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 9 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi ft ft psi sq.ft ft 40 Node 37.5 -382.71 Node 0 402.27 43 Node 39 - 382.71 Node 0 412.9 107 Node 39 - 350.43 Node 0 442.69 123 - 344.98 Node Node 0 37.5 390.25 126 Node 39 - 344.98 Node 0 400.25 • 41 Node 39 -382.71 Node 0 402.27 106 Node 39 -350.43 Node 0 431.38 124 Node 39 -344.98 Node 0 390.25 198 Node 39 -325.6 Node 0 420.25 37 -38 Node Node 0 37.5 391 ?641 120 -344.98 Node Node 0 37.5 380.25 197 Node 39 -325.6 Node 0 410.25 35 Node I i . 5 - 382.71 Node 1c . 1381.01 38 Node 39 - 382.71 Node 0 - 391.64 118 Node 37.5 - 344.98 Node 0 369.87 121 Node 39 -344.98 Node 0 380.25 36 Node 39 -382.71 Node 0 381.01 105 Node 39 -350.43 Node 0 420.75 119 Node 39 - 344.98 Node 0 369.87 196 Node 39 -325.6 Node 0 400.25 32 -38 Node Node 0 37,5 369 ?871 115 Node 37.5 -344.98 Node 0 358.12 195 Node 39 -325.6 Node 0 390.25 30 -382.7 Node Node 0 37.5 358121 33 Node 39 -382.71 Node 0 369.87 File: QUELL_3.tyc Date 2/25/2011 Copyright O 2002 -2008 Tyco Fire and Building Products Page 8 F Job : Coca - Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm/psi ft ft psi sq.ft ft 327 Node 39 -288.42 Node 0 380.25 328 Node 39 - 288.42 Node 0 390.25 329 Node 39 - 288.42 Node 0 400.25 330 Node 39 - 288.42 Node 0 410.25 331 Node 39 - 288.42 Node 0 420.25 332 Node 39 - 288,42 Node 0 429.78 333 Node 39 - 288.42 Node 0 438.82 334 Node 39 - 288.42 Node 0 447.86 335 Node 39 - 288.42 Node 0 456.9 336 Node 39 - 288.42 Node 0 465.94 9 Node Node 0 37.5 420.75 -383.63 130 Node 37.5 -344.98 Node 0 420.25 ! 0 Node i Node 0 37 5 i83�6� 10 Node 39 - 383.63 Node 0 420.75 109 Node 39 -350.43 Node 0 465.31 128 Node 37.5 -344,98 Node 0 410.25 131 Node 39 - 344.98 Node 0 420.25 201 Node 39 -325.6 Node 0 447.86 44 -38 Node Node 0 37.5 419 ?3 .71 108 Node 39 -350.43 Node 0 454 129 Node 39 - 344.98 Node 0 410.25 200 Node 39 -325.6 Node 0 438.82 42 Node Node 0 37.5 182 71 125 Node 37.5 -344.98 Node 0 400.25 199 Node 39 -325.6 Node 0 429.78 File: QUELL_3.tyc Date 2/25/2011 Copyright 0 2002-2008 Tyco Fire and Building Products Page 7 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 243 Node 39 - 317.93 Node 0 456.9 245 Node 39 -317.93 Node 0 465.94 322 Node 39 -288.42 Node 0 330.25 • 323 Node 39 - 288.42 Node 0 340.25 18 Node Node 0 37.5 454 •63 21 Node 39 -383.63 Node 0 465.31 140 Node 37.5 -344.98 Node 0 456.9 143 Node 39 -344.98 Node 0 465.94 19 Node 39 -383.63 Node 0 454 141 Node 39 -344.98 Node 0 456.9 15 Node Node 0 37.5 4483663 137 Node 37.5 -344.98 Node 0 447.86 13 Node Node l 0 . , 37.5 14313383' • 16 Node 39 - 383.63 • Node 0 442.69 - 135 Node 37.5 - 344.98 Node 0 438.82 138 Node 39 -344.98 Node 0 447.86 14 Node 39 -383.63 Node 0 431.38 133 Node 37.5 -344.98 Node 0 429.78 136 Node 39 -344.98 Node 0 438.82 203 Node 39 -325.6 Node 0 465.94' 134 Node 39 -344.98 Node 0 429.78 202 Node 39 -325.6 Node 0 456.9 324 Node 39 - 288'42 Node 0 350.25 325 Node 39 - 288.42 Node 0 360.25 326 Node 39 - 288.42 Node 0 370.25 File: QUELL_3.tyc Date 2/25/2011 Copyright 0 2002 -2008 Tyco Fire and Building Products Page 6 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 244 Node 37.5 -317.93 Node 0 465.94 246 Node 37.5 -317.93 Node 0 469.28 292 Head 16.8 39 - 298.09 Head 0 330.25 293 16.8 - 298.09 Head Head 0 39 340.25 307 Head 16.8 39 - 288.92 Head 0 330.25, 308 Head 16.8 39 - 288.92 Head 0 340.25 n100 NODE 4 - 402.89 Node 0 474.09 n101 NODE 5 -402.89 Node 0 474.09 n102 NODE 6 -402.89 Node 0 474,09 n103 NODE 7 - 402,89 Node 0 474.09 n104 NODE g - 402.89 Node 0 474.09 Node Node 0 37.5 4683313 142 - 344.98 Node Node 0 37.5 1465.94 209 93' Node 37.5 -317. Node 0 329.75 - 215 Node 39 -317.93 Node 0 350.25 218 Node 39 -317.93 Node 0 360.25 220 Node 39 -317.93- Node 0 370.25 223 Node 39 - 317.93 Node 0 380.25 225 Node 39 - 317.93 Node 0 390.25 228 Node 39 -317.93 Node 0 400.25 230 Node 39 - 317.93 Node 0 410.25 233 Node 99 -317.93 Node 0 420.25 235 Node 39 -317,93 Node 0 - 429.78 238 Node 39 - 317.93 Node 0 438.82" 240 Node 39 - 317.93 Node 0 447.86 File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 5 I Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat, Pres. Coverage Y gpm /psil/2 ft ft psi sq.ft ft 0 Node 5 - 406.89 Node 0 474.09 1 Node 3 -406.89 Node 0 474.09 srcl -406.89 -5 Supply 0 499.09 Node Node 0 37.5 4702254 5 Node 3 - 402.89 Node 0 474.09 7 -402.89 Node Node 0 37.5 474.09 22 -383.63 Node Node 0 37.5 469.28 23 -383.63 Node Node 0 37.5 472.54 144 Node 37 -344.98 Node 0 469.28 210 Node 37,E -317.93 Node 0 330.25 211 Node 39 -317.93 Node 0 330.25 212 Node 37,5 -317.93 Node } 213 Node I � - 317.93 Node 0 340.25 . i 214 Node 37.5 - 317.93 . Node 0 - 350.25 217 Node 37.5 -317.93 Node 0 360,25 219 Node 37.5 -317.93 Node 0 370.25 222 Node 37.5 -317.93 Node 0 380.25 224 Node 37.5 -317.93 Node 0 390.25 227 Node 37.5 -317.93 Node 0 400.25 229 Node 37.5 -317.93 Node 0 410.25 232 Node 37.5 -317.93 Node 0 420.25' 234 Node 37.5 -317.93 Node 0 429.78 237 Node 37.5 -317.93 Node 0 438.82 239 Node 37.5 - 317.93 Node 0 447.86 242 Node 37.5 -317.93 Node 0 456.9 , File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 4 Job : Coca -Cola Fluid Delivery Time Analysis System Summary Dry pipe system System Volume (gal): 0 Fluid: Water @ 40F (4.4C) Gas: Air @ 40 °F and 30psi Differential Trip Ratio: 21 Accelerator: Differential Presure: 0.1psi I Time Delay: 4s System Time Parameters Trip Time: 4.19s Fluid Delivery Time: 19.73s @ 307 Operating Time: 19.754s @ 292 Required Fluid Delivery Time: 30s Safety Factor: 34.2% Water Supply Parameters Flow Pressure 0 170 2500 97 3000 10 Parameters of the 4 Open Heads Head# K- Factor Orifice Minimum Transit Time Fluid Oper. Time Open Time Operating Delivery SHALL NOT Pressure Time exceed 30s (gpm /psi1/2) (in) (psi) (s) (s) (s) (s) 292 16.8 0.772 22 15.09 19.28 19.754 0 293 16.8 0.772 22 14.89 19.08 19.654 3 307 16.8 0.772 22 15.54 19.73 19.754 6 308 16.8 0.772 22 15.36 19.55 19.654 8 • Protocol: UL UL Statement 1.The UL Listing is for the calculation model used by SprinkFDT for non - looped tree type systems only. 2.It is the users responsibility to ensure accurate data input corresponding to the actual application. • 3.The sprinkler system must be instalied in accordance with NFPA13. 4.The calculations should be performed for oper sprinkiers that yield the longest water delivery time 5.In accordance with UL criteria, the safety factor for water delivery time calculation shall not be less than 10%. 6.The inspectors test should be conducted to determine the initial water delivery time for comparison to future testing as required by NFPA25. If the measured water delivery time is excessive, there may be a problem with the installation or calculation Inputs and the system should be reviewed. 7.UL requires that the Pipe Data printout table must Include the following fields: Pipe #, Type, Material, Absolute Roughness, Size, Internal Diameter, Fittings, Length, Equivalent Length, Total Length, Starting node #, Ending node #, Hazen Williams coefficient. 8.UL requires that the Node Data printout table must include the following fields: Node #, Type, X and Y coordinates, Elevation, K- factor, Orifice Diameter, Open /Close, Minimum Operating Pressure. 9.SprinkFDT shall not be used to hydraulically. calculate sprinkler systems in accordance with NFPA13. 10.Exhausters should not be used In calculation of water delivery time. Modelling Assumptions 1. Fluid Is Incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 3 Job : Coca - Cola Node Labels: Off Pipe Labels: Off Diagram for Headset : Headset_1 • • • • File: OU ELL_3.tyc Date 2/25/2011 Copyright ©2002 2008 Tyco Fire and Building Products Page 2 . s FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Coca -Cola Contract No. : City: Northhamton, MA Project Location: Date: 2/25/2011 Contractor Information Name of Contractor: EFP Address: 237 Cedar Hill St. City: Marlboro, MA 01752 Phone Number: 508 - 485 -8183 E -mail: rombardo @sprinklers -r- us.com Name of Designer: R. Lombardo Authority Having Jurisdiction: Northampton Fire Dept. Water Supply Information Date: 5 -27 -10 Location: @ conn. to yard loop Source: City water with new pump Notes tCHAE- \ 4 �f)�� p t 0 , c .., FipE s. 9974 No. 3r �. 1 :, .;9.r'. • X 4 ,0 .. , ,i 44 File: QUELL_3.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 DPV (n102) — Pressure, psi — Flow, gpm 180= 175= I "3,000 170! _ 2,900 165: " 2,800 Hi 160- _2,700 = 155= 1 '`" _ 2, 600 150= 145 = =2,500 1407 :2,400 1357 -2,300 130 =2,200 125: - :2,100 120= - 1157: -2,000 110 1,900 105 -1,800 1007' _ 1,700 95= = 1,600 a 90-: =1,500 0 of 85= a 80= -1,400 t a tn 75 -1,300 ID 707 _1,200 65. '... -- 1,100 60 1,000 . 55-.... 900 • 50 45 :800 40. -700 35 =600 30� -500 I 25: _400 20. 15 300 107' _ 200 5 _100 0- _ _ -5: -100 10. - - -200 -15= - „I,,,,,,,,,,,,,,,,,, 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Time, s File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 2 srcl — Pressure, psi — Flow, gpm 180:: = 3,000 175= :2,900 170: =2,800 165~ :2,700 160 2,600 155 150= :2,500 1457. =2400 140= _2,300 135 2,200 130_ 125= 2,100 120: 2,000 115_ =1,900 110 = _1,800 1051 1,700 100 95 .1,600 v, 90. -1,500 0 ai = '' 85. 3 1,400 - m - VI 80 =1,300 0 70. :1,200 65-= -1,100 • 60= =1,000 55= -900 -800 45= =700 40. 35� =600 30= . _500 25= 7400 20= _300 15= 10= =200 5_ =100 0: .0 x-100 10 _ _- 200 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 Time, S File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 Job Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data , Node# Hgroup K -Fact, Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' /2 ft ft psi sq.ft ft 130 Node 39 -91.78 Node 0 334.9 141 Node 39 -91.78 Node 0 442.51 260 Node 39 -53.12. Node 0 334.9: 271 Node 39 -53.12 Node 0 442.51 0 Node 39 -130.45 Node 0 324.9 129 Node 39 -91.78 Node 0 324.9 142 Node 39 -91.78 Node 0 451.55 259 Node 39 -53.12 Node 0 324.9 272 Node 39 -53.12 Node 0 451.55 • 143 Node 39 -91.78 Node 0 460.59. 273 Node 39 -53.12 Node 0 460.59 • File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 10 • 4ob :'Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psis /z ft ft psi sq.ft ft 255 Node 39 -61,28 Node 0 451,55 Node Node 0 37,5 460.59 351 Node Node 0 37.5 324.48 353 Node 39 -21.28 Node 0 324.9 268 Node 39 -53.12 Node 0 414.9 386 Node 39 -21.28 Node 0 451.55 Node Node 0 37.5 460.59. , 4 Node 39 -130.45 Node 0 364.9 133 Node 39 -91.78 Node 0 364.9 257 Node 39 -61.28 Node 0 460.59 258 -61.28 Node Node 0 37.5 46109 263 Node 39 -53.12 Node 0 .364.9 Ncoe 1 45� � g • 389 Node 1 13 -21.28 . Node 0 1461.09 3 Node 39 -130.45 Node 0 354.9 132 Node 39 -91.78 Node 0 354.9 139 Node 39 -91.78 Node 0 424.43 262 Node 39 -53.12 Node 0 354.9 269 Node 39 53.12 Node 0 424.43 140 Node 39 -91.78 Node 0 433.47 270 Node 39 -53.12 Node 0 433.47 2 Node 39 -130.45 Node 0 344.9 • 131 Node 39 -91.78 Node 0 344,9 261 Node 39 -53.12 Node 0 344.9 1 Node 39 -130.45 Node 0 334.9 File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 9 ' ,lob Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi ft ft psi sq.ft ft 252 -61.2 Node Node 0 37,5 442.51 8 354 Node Node 0 37.5 334.9 -21.28 357 Node 39 -21.28 Node 0 344.9 265 Node Node 0 ... 39 384,92 Node Node 0 37.5 442.51 8 91 -97.28 Node Node 0 37,5 324.9 94 Node 39 -97.28 .Node 0 334.9 5 Node 39 -130.45 Node 0 374.9 221 -61.28 Node Node 0 37.5 324.9 224 Node 39 • -61.28 Node 0 334.9 134 Node 39 -91.78 Node 0 374.9 137 Node 39 -91.78 Node 0 . 404.9 H • " i Node 1 39 • 254 _ -51.28 1 Node NOG 0' '''' 451.55 352 Node Node 0 37.5 3-21.28 355 Node 39 -21.28 Node 0 334.9 264 Node 39 -53.12 Node 0 374.9 267 Node 39 -53.12 Node 0 404,9 384 Node 39 -21.28 Node 0 442.51 Node Node 0 37.5 51.55 90 Node Node 0 37.5 324.48 92 Node 39 -97.28 Node 0 324.9 220 Node Node 0 37.5 324,48 222 Node 39 -61.28 Node 0 324.9 138 Node 39 -91.78 Node 0 414.9 File: QUELL_2.tyc Date 2/25/2011 Copyright 0 2002 -2008 Tyco Fire and Building Products Page 8 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' /2 ft ft , psi . sq.ft ft 7 Node 39 -130.45 Node 0 394.9 8 Node 39 -130.45 Node 0 404.9 9 Node 39 -130.45 Node 0 414.9 10 Node 39 -130.45 Node 0 424.43 11 Node 39 -130.45 Node 0 433.47 12 Node 39 -130.45 Node 0 442.51 229 Node 39 -61.28 Node 0 354.9 248 Node 39 -61.28 Node 0 424.43 249 -61.28 Node Node 0 37.5 433.47 360 Node 39 -21.28 Node 0 354.9 379 Node 39 -21.28 Node 0 424.43 Node Node 37.5 -21.28 Node Node 0 ' 344 96 ' ' 136 Node 39 -91.78 Node 0 394.9 250 Node 39 -61.28 Node 0 433.47 356 Node 37.5 -21.28 Node 0 344.9 266 Node 39 -53.12 Node 0 394.9 381 Node 39 -21.28 Node 0 433.47 Node Node 0 37.5 334.9 -97.28 96 Node 39 -97.28 Node 0 344.9 6 Node 39 - 130.45 Node 0 384.9 Node Node 0 37.5 334.9 226 Node 39 -61.28 - Node 0 344.9 135 Node 39 -91.78 Node 0 384,9 File: QUELL_2.tyc Date 2/25;2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 7 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psis /z ft ft psi sq.ft ft 242 Node Node 0 37.5 04 9 Node Node 0 37.5 374.9 367 Node 39 -21.28 Node 0 384.9 373 -21.28 Node Node 0 37.5 404.9 104 Node 39 -97.28 Node 0 374.9 234 Node 39 -61.28 Node 0 374.9 243 Node. 39 -61.28 Node 0 404.9 - 244 -61.28 Node Node 0 37.5 414.9 365 Node 39 -21,28 Node 0 374.9 374 Node 39 -21.28 Node 0 404.9 375 -21.28 Node Node 0 37.5 414.9 100 Node Node 37.5 -97.28 64 ■�3� i ,._ . _6 28 1245 i., f I -6 2E I t Node Node 0 39 414.9 Node Node 0 37.5 364.9 -21.28 376 Node 39 -21.28 Node 0 414.9 98 Node Node 0 37.5 354.9 -97.28 101 Node 39 -97.28 Node 0 364.9 228 -61.28 Node Node 0 37.5 354.9 231 Node 39 -61.28 Node 0 364.9 247 Node 37,5 -61.28 Node 0 424.43 Node Node 0 37.5 354.9 -21.28 362 Node 39 -21.28 Node 0 364.9 378 -21.2 Node 37.5 Node 0 24.43 99 Node 39 - 97.28 Node 0 354.9 File: QUELL_2.tyc Date 2/25/2011 Copyright 0 2002 -2008 Tyco Fire and Building Products Page 6 J,ob : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psir ft ft psi sq.ft ft n100 NODE 4 112.47 Node 0 386.13 n101 NODE 5 112.47 Node 0 386.13 n102 NODE 6 112.47 Node 0 386.13 n103 NODE 7 112.47 Node 0 386.13 n104 NODE 8 112.47 Node 0 386.13 • 13 Node 39 -130.45 Node 0 .. 451.55. 14 Node 39 -130.45 Node 0 460.59 110 Node 39 -97.28 Node 0 394.9 113 Node 39 -97.28 Node 0 404.9 115 Node 39 -97.28 Node 0 414.9 . 118 Node 39 -97.28 Node 0 424.43 120 Node 39 -97.28 Node 0 ,433.47 , 1 1 i 2 _ 1 Node 1 'Dq 8 o - Node Node ' 0 37.5 461.09 • 239 -61.28 Node Node 0 37.5 394.9 370 -21.28 Node Node 0 37.5 394.9 105 Node Node 0 37.5 384 9 Node Node 0 37,5 384.9 -61.28 240 Node 39 -61.28 Node 0 394.9 366 Node Node 0 37.5 384.9 -21.28 371 Node 39 -21.28 Node 0 394.9 103 Node Node 0 37.5 374.9 106 Node 39 -97.28 Node 0 384.9 233 Node Node 0 37.5 374.9 -61.28 236 Node 39 -61.28 Node 0 384.9 File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 5 ' Job': Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 28 Head 16.8 39 - 129.95 Head 0 451.55 29 Head 16.8 39 - 129.95 Head 0 460.59 43 Head 16.8 39 - 120.28 Head 0 451.55 44 Head 16.8 39 - 120.28 Head 0 460.59 108 Node Node 0 37.5 391.48 109 -97.28 Node Node 0 37.5 394.9 112 Node Node 0 37.5 -97.28 114 -97.28 Node Node 0 37.5 414.9 117 -97.28 Node Node 0 37.5 424.43 119 -97.2 Node Node 0 37.5 33.48 122 -97.28 Node Node 0 37.5 442,51 124 Node Node p 37.5 -97.28 i1 1126 Node Node I0 5 i 5 460.59 127 Node 39 -97.28 Node 0 460.59 Node Node 0 37.5 391.4 350 Node Node 0 37.5 391.48 Node Node 0 37.5 391(.4 396 Node 37.5 110.81 Node 0 386.13 397 Node 37.5 110.81 Node 0 391.4 398 Node 5 112.47 Node 0 382,13 399 Node 3 112.47 Node 0 382.13 400 N 3 112.47 Node 0 386.13 402 Node 37,5 112.47 Node 0 386.13 srcl SUPPLY -5 137.47 Supply 0 382.13 File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 4 Jpb : Coca -Cola Fluid Delivery Time Analysis System Summary Dry pipe system System Volume (gal): 0 Fluid: Water @ 40F (4.4C) Gas: Air @ 40 °F and 30psI Differential Trip Ratio: 21 Accelerator: Differential Presure: 0.1psi Time Delay: 4s System Time Parameters Trip Time: 4.25s Fluid Delivery Time: 24.535 @ 29 Operating Time: 25.018s @ 28 Required Fluid Delivery Time: 30s Safety Factor: 18.2% Water Supply Parameters Flow Pressure 0 170 2500 97 3000 10 Parameters of the 4 Open Heads Head# K- Factor Orifice Minimum Transit Time Fluid Oper. Time Open Time Operating Delivery SHALL NOT Pressure _ Time exceed 30s (gpm /psi /2) (in) (ps') (s) (s) (s) (s) 28 16.8 0.772 22 20.12 24.37 25.018 0 29 16.8 0.772 22 20.28 24.53 25.018 3 43 16.8 0.772 22 19,6 23.85 24.416 6 44 16.8 0.772 22 19,78 24.03 25.018 8 Protocol: UL UL Statement 1.Th�c UL t:no the calculation nooe Gsec o; SprinLEr- ion nor looped tree. t:yDE ny_t a 2.I ._ tc t n ,i c, r. De,ndi c ate, the. The spnntae .em rnus: b<, IFISIbiltC ; d c:,rance. w,tr 4.The calculations snould be performed for open sprinklers that yield the longest water delivery time. S.In accordance with UL criteria, the safety factor for water delivery time calculation shall not oe iess than 10 %. 6.The inspectors test should be conducted to determine the initial water delivery time for comparison to future testing as required by NFPA25. If the measured water delivery time is excessive, there may be a problem with the installation or_ calculation inputs and the system should be reviewed. 7.UL requires that the Pipe Data printout table must include the following fields: "i Pipe #, Type, Material, Absolute Roughness, Size, Internal Diameter, Fittings, Length, Equivalent Length, Total Length, Starting node #, Ending node #, Hazen Williams coefficient. 8.UL requires that the Node Data printout table must include the following fields: Node #, Type, X and Y coordinates, Elevation, K- factor, Orifice Diameter, Open /Close, Minimum Operating Pressure, 9.SprinkFDT shall not be used to hydraulically calculate sprinkler systems in accordance with NFPA13. 10.Exhausters should not be used in calculation of water delivery time. Modelling Assumptions 1. Fluid is Incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. File: QUELL_2.tyc Date 2/25/2011 Copyright •2002= 2006.T.ycoi Fire and Building Products Page 3 Job : Coca -Cola • Node Labels: Off Pipe Labels: Off Diagram for Headset : Headset_l • • • IELL_2.tyc Date 2/25/2011 Copyright n 200' - 2o!'" Tyco Fire and Building Products Page 2 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Coca -Cola Contract No. : City: Northampton, MA Project Location: Date: 2/25/2011 Contractor Information Name of Contractor: EFP Address: 237 Cedar Hill St. City: Marlboro, MA 01752 Phone Number: 508 - 485 -8183 E -mail: rombardo @sprinklers -r- us.com Name of Designer: R. Lombardo Authority Having Jurisdiction: Northampton Fire Dept. Water Supply information Date: 5-27-10 Location: at conn. to yard loop Source: City Water with new pump Notes • sks z ,,4y r(;f10N cn ca F!CE c3 110 38974 Qc. File: QUELL_2.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 DPV (n102) — Pressure, psi — Flow, gpm 180 175= -3,000 170 i2,900 165: :2,800 160= :2,700 155: =2,600 150- - : 2,500 1407. 135= -2,300 130= :2,200 1257- =2,100 120= :2,000 115= 110= :1,900 105 -1,800 100 :1,700 95- :1,600 a 907 71,500 0 L 85- -1,400 D 80. to - L' 75= :1,300 0 707. •71,200 65= •-1,100 60= _ 1,000 -900 50. 45 J 800 40: :700 35- :600 30:7 : 500 25= :400 20 -300 15- 10= °200 5= =100 0. 0 -5 =100 -10 - 2 00 -15- -300 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time, s File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 2 srcl — Pressure, psi — Flow, gpm 185 180= :3,000 175- :2,900 170. :2,800 1657 : 2,700 160= - :2,600 155_ 150-_ -2,500 145 :2,400 ; 140 :2,300 135 -2,200 130 :2,100 125- , _ _ 120= :2,000 115-: =1,900 110- 1,800 105= - :1,700 100 v, 95_ :1,600 a 90� :1,500: 85 :1,400 - N 80, :1,300 v - a 75 70-: :1,200 65- -1,100 60= - 1,000 55: - 900 50-_- -800 :700 40- ! :600 35 30= _500 25= 7400 20 :300 15_ 10= �. :200 5 =100 �0 -5= : -100 -10= -200 -15 „ i;,, I ,,,j,.,,,,,1,,,,,,. 1 ..., ..... ' „ .,,;,,„ .,,,,,,,.i,,,1, ,,,; ,,,,,,rrr1'11111. -300 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Time, s File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 c : Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' /z ft ft psi sq.ft ft 90 324.9 Node Node 0 37.5 303.73 92 Node 39 324.69 Node 0 304.23 9 Node 39 295.75 Node 0 394.23 125 Node 39 324.69 Node 0 430.87 126 Node 37.5 324.69 Node 0 439.91 140 Node 39 332.67 Node 0 412.79 4 Node 39 295.75 Node 0 . 344.23 127 Node 39 324.69 Node 0 439.91 128 Node 37.5 324.69 Node 0 440.41 •. 131 Node 39 332.67 Node 0 324.23 Node Node 0 39 334.23 10 Node 39 295.75 Node 0 403.75, Jl. L12. /. • - 'Node � �, L�14.231 141 i _, i 332 Node Node 0 3 421.83 11 Node 39 295.75 Node 0 412.79 129 Node 39 - 332.67 Node 0 304.23, 142 Node 39 332.67 Node 0 430.87 2 Node 39 295.75 Node 0 324.23 143 Node 39 332.67 Node 0 439.91 1 Node 39 295.75 Node 0 314.23 12 Node 39 295.75 Node 0 421.83 0 Node 39 295.75 Node 0 304.23 13 Node 39 295.75 Node 0 430.87 14 Node 39 295.75 Node 0 439.91 File: QUELL_1.tyc Date 2/25/2011 Copyright 0 2002 -2008 Tyco Fire and Building Products Page 9 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# I Hgroup K -Fact. Elev X Type Fitting Stat. Pres, Coverage Y gpm /psi ft ft psi sq.ft ft 137 Node 39 332.67 Node 0 384.23 272 Node 39 374,42: Node 0 430.87 273 Node 37,5 374.42 Node 0 439.91 95 324.69 Node Node 0 37.5 324.23 7 295.75 39 295.75 Node 0 374.23 120 Node 39 324.69 Node 0 412.79 138 Node 39 332.67 Node 0 394.23 274 Node 39 374.42 Node 0 439.91 275 Node 37.5 374.42 Node 0 440.41 284 Node 39 382.67 Node 0 421.83 93 324.69 Node Node 0 37.5 314.23 96 Node 39 324.69 Noce 0 ?24.7 122 Node 37.5 324.691 Node 0 421.83 • 133 Node 39 332.67 Node 0 344.23 285 Node 39 382.67 Node 0 430.87 91 324.69 Node Node 0 37.5 304.23 94 Node 39 324.69 Node 0 314.23 5 Node 39 295.75 Node 0 354.23 8 Node 39 295.75 Node 0 384.23 123 Node 39 324.69 Node 0 421.83 124 Node 37.5 324.69 Node 0 430.87 132 Node 39 332.67 Node 0 334.23 139 Node 39 ' 332.67 Node 0 403.75 286 Node 39 382.67 Node 0 439.91 File: QUELL_1.tyc Date 2/25/2011 Copyright 072002 -2008 Tyco Fire and Building Products Page 8 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis • Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 267 Node 39 374.42 Node 0 412.79 372 Node 39 417.58 Node 0 439.91 373 Node 37.5 417.58 Node 0 440.41 100 Node 37,5 324.69 Node 0 344.23 115 Node 39 324.69 Node 0 394.23 240 Node 37.5 374.42 Node 0 314.23 243 Node 39 374.42 Node 0 324.23 • 136 Node 39 332.67 Node 0 374.23 269 Node 37.5 374.42 Node 0 421.83 , 282 Node 39 382.67 Node 0 403.75 - 98 324.69 Node Node 0 37.5 334.23 101 Node 39 324.69 Node , n '•4 • 238 Noce 37.5 374..42 Node 0 304.23 - 241 Node 39 374.42 Node 0 314.23 135 Node 39 332.67 Node 0 364.23 270 Node 39 374.42 Node 0 421.83 271 Node 37.5 374.42 Node 0 430.87 283 Node 39 382.67 Node 0 412.79 99 Node 39 324.69 Node 0 334.23 118 Node 39 324.69 Node 0 403.75 119 Node 37.5 324.69 Node 0 412.79 237 Node 37.5 374.42 Node 0 303.73 239 Node 39 374.42 Node 0 304.23 134 Node 39 332.67 Node 0 354.23 File: QUELL_1.tyc Date 2/25/2011 Copyright CO 2002 -2008 Tyco Fire and Building Products Page 7 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis ' ' Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psiV ft ft psi sq.ft ft 247 Node 37.5 374.42 Node 0 344.23 262 Node 39 374.42' Node 0 394.23 367 Node 37.5 417.58 Node 0 421.83 276 Node 39 382.67 Node 0 344.23 105 Node 37.5 324.69 Node 0 364.23 110 Node 39 324.69 Node 0 374.23 245 Node 37.5 374.42_ Node 0 334.23 248 Node 39 374.42 Node 0 344.23 264 Node 37,5 374.42 Node 0 403.75 280 Node 39 382.67 Node 0 384.23 368 Node 39 417.58 Node 0 421.83 S 4 1369` Node 37._ ?7.58 1_. 1 i ti xJe �- Noac' ` 10 1 IJJ GJ - • 106 Node gg 324.69 •. Node 0 364.23 112 Node 37.5 324.69 Node 0 384.23 246 Node 39 374.42 Node 0 334.23 265 Node 39 374.42 Node 0 403.75 266 Node 37.5 374.42 Node 0 412.79 281 Node 39 382.67 Node 0 394.23 370 Node 39 417.58 Node 0 430.87 371 Node 37.5 417.58 Node 0 439.91 104 Node 39 324.69 Node 0 354.23 113 Node 39 324.69 Node 0 384.23 114 Node 37.5 324.69 Node 0 394.23 242 Node 37.5 374.42 Node 0 324.23 File: QUELL_1.tyc Date 2/25/201 1 Copyright © 2002 -2008 Tyco Fire and Building Products Page 6 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact, Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' /2 ft ft psi sq.ft ft 357 Node 37,5 417.58 Node 0 384.23 278 Node 39 382.67 Node 0 364.23 279 Node 39 382.67 Node 0 374.23 344 Node 37.5 417.58 Node 0 343.73 346 Node 39 417.58 Node 0 344.23 255 Node 37.5 374.42 Node 0 368.73 358 Node 39 417.58 . • Node 0 384.23 359 Node 37.5 417.58 Node 0 394.23 256 Node 37.5 374.42 Node 0 374.23 360 Node 39 417.58 Node 0 394.23 252 Node 37.5 374.42 Node 0 364.23 257 Node 3 374.42 t,1E7e r, 77.= Node 10 I 140'3.751 , _ 250 374.42 - Node Node 0 37.5 354.23 253 Node 39 374.42 Node 0 364.23 259 Node 37.5 374.42 Node 0 384.23 363 Node 39 417.58 Node 0 .403.75 364 Node 37.5 417.58 Node 0 412.79 108 Node 37.5 324.69 Node 0 368.73 251 Node 39 374.42 Node 0 354.23 260 Node 39 374.42 Node 0 384.23 261 Node 37.5 374.42 Node 0 394.23 365 Node 39 417.58 Node 0 412.79 277 Node 39 382.67 Node 0 354.23 109 Node 37.5 324.69 Node 0 374.23 File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 5 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psis /2 ft ft psi sq.ft ft 312 Head 16.8 39 403.17 Head • 0 364.23 ' 313 Head 16.8 39 403.17 Head 0 374.23 334 Head 16.8 39 413.17 Head 0 364.23 335 Head 16.8 39 413.17 Head 0 374.23 349 Node 37.5 417.58 Node 0 364.23 350 Node 39 417.58 Node 0 364.23 352 Node 37.5 417.58 Node 0 367.73 353 Node 37.5 417.58 Node 0 368.73 354 Node 37.5 417.58 Node 0 374.23 355 Node 39 417.58 Node 0 374.23 374 Node 37.5 419.69 Node 0 362.45 Node Node 37.5 419.69 Ivc l • 1 : ' Noce l ! 0 I= , 35E.451 377 I Node 3 423.17 Node 0 • 358.45 378 N 3 423.17 Node 0 362.45 380 Node 37.5 423.17 Node 0 362.45 srcl SUPPLY -5 448.17 Supply 0 358.45 n100 NODE 4 423.17 Node 0 362.45 n101 NODE 5 423.17 Node 0 362.45 n102 NODE 6 423.17 Node 0 362.45 n103 NODE 7 423.17 Node 0 362.45 n104 NODE g 423.17 Node 0 362,45 347 Node 37.5 417.58 • Node 0 354.23 345 Node 37.5' 417.58 Node 0 344.23 348 Node 34 417.58 Node 0 354.23 File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 4 Job : Coca -Cola Fluid Delivery Time Analysis System Summary Dry pipe system System Volume (gal): 0 Fluid: Water © 40F (4.4C) Gas: Air © 40 °F and 30psi Differential Trip Ratio: 21 Accelerator: Differential Presure: 0.1psi Time Delay: 4s System Time Parameters Trip Time: 4.23s Fluid Delivery Time: 8.444s © 313 Operating Time: 9.104s @ 335 Required Fluid Delivery Time: 30s Safety Factor: 71.9% Water Supply Parameters Flow Pressure 0 170 2500 97 3000 10 Parameters of the 4 Open Heads Head# K- Factor Orifice Minimum Transit Time Fluid Oper. Time Open Time Operating Delivery SHALL NOT Pressure Time exceed 30s - (gpm /psi' ) (in) (psi) (s) (s) (s) (s) 312 16.8 0.772 22 3.599 7.829 8.503 0 313 16.8 0.772 22 4.214 8.444 9.104 3 334 1.6.8 0.772 22 3.205 7.435 8.503 6 335 16.8 0.772 22 3.775 8.005 9.104 8 Protocol: UL UL Statement c U_ Listin s. fy tit: cai_uiaiior node r, ioodec tree ty; e systems only . :lit is tre use•s re_ ons b lity t . rs_ ,e accurate _o ng t:; the. actual application. c.The sprinkler systern.musc be installea in accordance with NFPA :3. . 4.The cetculat.ons should :,e performed for open sprink;ers that y;eld the longest water delivery time. 5.In accordance with UL criteria, the safety factor for water delivery time calculation shall not be less than 10 %. 6.The inspectors test should be conducted to determine the initial water delivery time for comparison to future testing as required by NFPA25. If the measured water delivery time is excessive, there may be a problem with the installation or calculation inputs and the system should be reviewed. 7.UL requires that the Pipe Data printout table must include the following fields: Pipe #, Type, Material, Absolute Roughness, Size, Internal Diameter, Fittings, Length, Equivalent Length, Total Length, Starting node #, . Ending node #, Hazen Williams coefficient. 8.UL requires that the Node Data printout table must include the following fields: Node #, Type, X and Y coordinates, Elevation, K- factor, Orifice Diameter, Open /Close, Minimum Operating Pressure. 9.SprinkFDT shall not be used to hydraulically calculate sprinkler systems In accordance with NFPA13, 10.Exhausters should not be used in calculation of water delivery time. Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. • File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 3 Job : Coca -Cola Node Labels: Off Pipe Labels: Off Diagram for Headset : Headset_2 • • • Fil OUELL_1.tyc Date 2/25/2011 Copyright n 20(x." ' Tyco Fire and Building Products Page 2 • FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Coca -Cola Contract No. : City: Northampton, MA Project Location: Date: 2/25/2011 Contractor Information Name of Contractor: EFP Address: 237 Cedar Hill St. City: Marlboro, MA 01752 Phone Number: 508 - 485 -8183 E -mail: rombardo @sprinklers -r- us.com Name of Designer: R. Lombardo Authority Having Jurisdiction: Northampton Fire Dept. Water Supply Information Date: 5 -27 -10 Location: © conn. to yard loop Source: City water with new pump Notes PC''! c7 .*: o ,i�c, ZCc"" • File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 DPV (n102) — Pressure, psi — Flow, gpm 180= -3,000 175 170= -2,900 1657 -2,800 - 2 700 155: 1 .2,600 150_ -2,500 145- -2,400 140= 135 :2 300 130= -2,200 125 -2,100 120 � -2,000 115 1,900 110= .71 800 1057. 1007 -1,700 95= 1 -1,600 a a. 90- =1,500 0 85= - vi 80= -1,400 1,300 •° T LI) . 75: 3 a _ 1,200 70. 65 1,100 60 " 1,000 55 - = - 900 50 45 -800 40: 7700 35= -600 30: i-500 25. :400 20- _300 15� 10 7200 5_ =100 0_ -5� 100 - 10= -200 1 „ T,', I..,;,, , , i; r -300 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Time, s File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 2 srcl — Pressure, psi — Flow, gpm 185 180'. -3,000 175 _ 2,900 170-] L 2,800 1657 = 2,700 160 = " �.' 2,600 1557 1 150 = : 2,500 145= -2,400 140: 1 =2,300 135= :2 , 200 130 2,100 125 - 120= r 000 115 = -1,900 1107 -1,800 105 1,700 100= 1 7,-) 957 1,600 n 907 : 71,500 a • 85 1,400 to tn 80_ -1,300 § a 75. -1,200 70_ 65 '1,100 60– :.-1, 55 =900 5 Q_ 800 45= 40- -700 35- -600 30: -500 25 ;7400 207; . _300 15 10:: -200 5 . -100 0= 1 -57. - -100 -10� - -200 -15= - Li' ,,,ifttil,.,;;,,..,,,,,,,,; ;,,,111114--�if,,,o - 300 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 Time, s File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' ft ft psi sq.ft ft 7 Node 39 295.75 • Node 0 374.23 8 Node 39 295.75 Node 0 384.23 9 Node 39 295.75 Node 0 394.23 10 Node 39 295.75 Node 0 403.75 11 Node 39 295.75 Node 0 412.79 12 Node 39 295.75 Node 0 421.83 246 Node 39 374.42 Node 0 334.23 - 265 Node 39 374.42 Node 0 403.75 266 Node 37.5 374.42 Node 0 412.79 363 Node 39 417.58 Node 0 403.75 364 Node 37.5 417.58 Node 0 412.79 95 324.69 Node Node 0 37.5 324.23 242 Node 1 137.5 374.42 - Node 0 j 324.23 267 374.42 Node Node 0 39 412.79 - 279 Node 39 382.67 Node 0 374.23 365 Node 39 417.58 Node 0 412.79 93 324.69 Node Node 0 37.5 314.23 96 Node 39 324.69 Node 0 324.23 6 Node 39 295.75 Node 0 364.23 240 Node 37.5 374.42 Node 0 314.23 243 Node 39 374.42 Node 0 324.23 136 Node 39 332.67 Node 0 374.23 269 Node 37.5 374.42 Node 0 421.83 278 Node 39 382.67 Node 0 364.23 367 Node 37.5 417.58 Node 0 421.83 File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 7 Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi' /a ft ft psi sq.ft ft 259 374.42 Node Node 0 37.5 384.23 347 Node 37.5 417.58 Node 0 354.23 350 Node 39 417.58 Node 0 364.23 357 Node 37.5 417.58 Node 0 384.23 104 Node 39 324.69 Node 0 354.23 251 Node 39 374.42 Node 0 354.23 260 Node 39 374.42 Node 0 384.23 261 Node 37.5 374.42 Node 0 394.23 345 Node 37.5 417.58 Node 0 344.23 348 Node 39 417.58 Node 0 354.23 358 Node 39 417.58 Node 0 384.23 359 Node 37.5 417.58 Node 0 394.23 100 ` Node 37.5 324.69 Node 0 344.23 247 Node 37.5 374.42 Node 0 . 344.23 . 262 374.42 Node Node 0 39 394.23 344 Node 37.5 417.58 Node 0 343.73 346 Node 39 417.58 Node 0 344.23 360 Node 39 417.58 Node 0 394.23 98 324.69 Node Node 0 37.5 334.23 101 Node 39 324.69 Node 0 344.23 245 Node 37.5 374.42 Node 0 334.23 248 Node 39 374.42 Node 0 344.23 264 Node 37.5 374.42 Node 0 403.75 362 Node 37.5 417.58 Node 0 403.75 99 Node 39 324.69 Node 0 334.23 File: QUELL_1.tyc Date 2/25/2011 Copyright 0 2002 -2008 Tyco Fire and Building Products Page 6 • Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft n100 NODE 4 423.17 Node 0 362.45 n101 NODE 5 423.17 Node 0 362.45 n102 NODE 6 423.17 Node 0 362.45 n103 NODE 7 423.17 Node 0 362.45 n104 NODE 8 423.17 Node 0 362.45 13 Node 39 295.75 Node 0 430.87 14 Node 39 295.75 Node 0 439.91 110 Node 39 324.69 Node 0 374.23 113 324.69 Node Node 0 39 384.23 115 Node 39 324.69 Node 0 394.23 118 Node 39 324.69 Node 0 403.75 120 Node 39 324.69 Node 0 412.79 123 • Node 39 '324.69 • Node 0 421.83 128 Node 37.5 324.69 • Node 0 440.41 - 256 Node 37.5 374.42 Node 0 374.23 354 Node 37.5 417.58 Node 0 374.23 105 Node 37.5 324.69 Node 0 364.23 252 Node 37.5 374.42 Node 0 364.23 257 Node 39 374.42 Node 0 374.23 349 Node 37.5 417.58 Node 0 364.23 355 Node 39 417.58 Node 0 374.23 103 Node 37.5 324.69 Node 0 354.23 106 Node 39 324.69 Node 0 364.23 250 Node 37.5 374.42 Node 0 354.23 253 Node 39 374.42 Node 0 364.23 File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 - 2008 Tyco Fire and Building Products Page 5 r . , Job : Coca -Cola Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Hgroup K -Fact. Elev X Type Fitting Stat. Pres. Coverage Y gpm /psi /2 ft ft psi sq.ft ft 28 Head 16.8 39 296.25 Head 0 430.87 29 Head 16.8 39 296.25 Head 0 439.91 43 Head 16.8 39 306.25 Head 0 430.87 44 Head 16.8 39 306.25 Head 0 439.91 108 Node 37.5 324.69 Node 0 368.73 109 Node 37.5 324.69 Node 0 374.23 112 Node 37.5 324.69 Node 0 - 384.23 114 Node 37.5 324.69 Node 0 394.23 117 Node 37,5 324.69 Node 0 403.75 119 Node 37.5 324.69 Node 0 412.79 122 324.69 Node Node 0 37.5 421.83 124 Node 37.5 324.69 Node 0 430.87 125 324.69 Node Node 39 0 430.87 126 Node 37.5 324:69 • Node 0 439.91 - 127 324.69 Node Node 0 39 439.91 255 Node 37.5 374.42 Node 0 368.73 352 Node 37.5 417.58 Node 0 367.73 353 Node 37.5 417.58 Node 0 368.73 374 Node 37.5 419.69 Node 0 362.45 375 Node 37.5 419.69 Node 0 367.73 376 Node -5 423.17 Node 0 358.45 377 423.17 Node Node 0 3 358.45 378 Node 3 423.17 Node 0 362.45 380 Node 37.5 423.17 Node 0 362.45 srcl SUPPLY -5 448.17 Supply 0 358.45 File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 4 Job : Coca-Cola Fluid Delivery Time Analysis System Summary Dry pipe system System Volume (gal): 0 Fluid: Water @ 40F (4.4C) Gas: Air @ 40 °F and 30psi Differential Trip Ratio: 21 Accelerator: Differential Presure: 0.1psi Time Delay: 4s System Time Parameters Trip Time: 4.23s Fluid Delivery Time: 18.76s @ 29 Operating Time: 20.159s @ 29 Required Fluid Delivery Time: 30s Safety Factor: 37.5% Water Supply Parameters Flow Pressure 0 170 2500 97 3000 10 Parameters of the 4 Open Heads Head# K- Factor Orifice Minimum Transit Time Fluid Oper. Time Open Time Operating Delivery SHALL NOT Pressure _ Time exceed 30s (gpm /psis /z) (in) (psi) (s) (s) (s) (s) 28 16.8 0.772 22 14.15 18.38 19.758 0 29 16.8 0.772 22 14.53 18.76 20.159 3 43 16.8 0.772 22 13.72 17.95 19.256 6 44 16.8 0.772 22 14.11 18.34 19.758 8 Protocol: UL UL Statement 1.The UL Listing is for the calculation mode' used be SprinkF^_T `o non - looped tree type systems on! 2.It is the users responsibility to ensure accurate data input corresponding to the actual application. 3.The sprinkier system must be installed in accordance witn NFPA13. • 4.The calculations should be performed for open sprinklers that yield the longest water delivery time. 5.In accordance with UL criteria, the safety factor for water delivery time calculation shall not be less than 10 %. 6.The inspectors test should be conducted to determine the initial water delivery time for comparison to future testing as required by NFPA25. If the measured water delivery time Is excessive, there may be a problem with the installation or calculation Inputs and the system should be reviewed. 7.UL requires that the Pipe Data printout table must Include the following fields: Pipe #, Type, Material, Absolute Roughness, Size, Internal Diameter, Fittings, Length, Equivalent Length, Total Length, Starting node #, Ending node #, Hazen Williams coefficient. 8.UL requires that the Node Data printout table must include the following fields: Node #, Type, X and Y coordinates, Elevation, K- factor, Orifice Diameter, Open /Close, Minimum Operating Pressure. 9.SprinkFDT shall not be used to hydraulically calculate sprinkler systems in accordance with NFPA13. 10.Exhausters should not be used In calculation of water delivery time, Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens Instantly. File: QUELL_1.tyc Date 2/25/2011 Copyright @ 2002 -2008 Tyco Fire and Building Products Page 3 Diagram for H eadset Headse 1 Nose • PiPe be, Off Off N N NN NN N NN 5/20// • C a il e: C�1 J�LL 1 .tyo Yo n 200 ?-�nn� T yco Fir and Build, Products FLUID DELIVERY TIME CALCULATIONS for Job Information - Project Name : Coca -Cola Contract No.: City: Northampton, MA Project Location: Date: 2/25/2011 Contractor Information Name of Contractor: EFP Address: 237 Cedar Hill St. City: Marlboro, MA 01752 Phone Number: 508 - 485 -8183 E -mail: rombardo @sprinklers -r- us.com Name of Designer: R. Lombardo Authority Having Jurisdiction: Northampton Fire Dept. Water Supply Information Date: 5 -27 -10 Location: @ conn. to yard loop Source: City water with new pump Notes pciANAs FP p`1 .1� ctr1101`a ` No. 399 a�.. ST �4Y� i - File: QUELL_1.tyc Date 2/25/2011 Copyright © 2002 -2008 Tyco Fire and Building Products Page 1 , . WATER FLOW T CHART A :' 5 230 _ :____ __ _ _.___ _..._ _____._.___ ___. __._ _ p _ � I� = =� = =� i = i i = =C = =� ®�CC�� 220 __ ` —�. — 1 —_ -- - - _ _ � `T _ i j _ - == = _ =__ = = = 21 0` _ _� J -1 = =_ 200 1 90 = _ j ; :_ C _ 180°' _ r -" �C = �� _ 170 = r"'_ , = 160 _ _ 150 = m S M _ •— 4 ;. - s . r =C= - TTY 140 = ___ . r — I_ • = Mh • in 1 30 = � _. ' �� .; "•': � - z CL 120 � T ' — _L ° —� - L. u�i 110 .. _ 1 ` ® ' ': � �� °' 100 =s _ ' - - _ =+ __ _ _ 80 Min......E0=•"'''''N''M....._ - il" t__. , _ .11A , C -M IMINIII■Mlir■ . ii-,up t 2 . Lc_�c �.:.� i ...... 70 =.............. . _ ,__ _ _ _ 1 _........, A =,... ...... ............__ _ „ t I al_ , 1•11111dINIIM INIMIMI 50 �___ � _� - _ - = = 40 - �__ - I `P. .� � �` �' .� IMMO =�m ' ° __ - � -- =� = = __= = 0 — � _ —�—�- — �_ _ Jl® C 2920 0 500 1000 1500 2000 2500 3000 3500 Flow, c1Pm Job Water Required Hose Allowance Drawn By Coca -Cola Static Pressure: 231.0 psi Pressure: 82.5 psi Inside: 0 gpm SprinkCAD - Northampton, MA Residual Pressure: 97.0 psi Total Flow: 2.535 gpm Outside: 500 gpm Tyco Fire Products Flow: 2500 gpm Safety Pressure: 11.0 psi (800)495 -5541 Remote Area: 9 Date /Loc: 5 -27 -2010 @ fire pum 280 - 240 • 200 — — - Su. pl 160 P 120 - - -_ 80 — ® — • 500 gpm hose 40 600 900 1200 1500 1800 2100 2400 2700 3000 Flow (gpm) Coca -Cola Drawing Date: 2/25/11 12:28 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 901 TO E7 CONTINUED 96.12 2.635 1E 3.00 32.7 32.7 K = 16.80 901 C =120 1T 24.71 0.6 0.0 96.12 0.027 27.71 0.7 32.7 Vel = 5.71 E7 96.12 34.1 K = 16.45 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:28 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 909 TO E5 CONTINUED 80.22 2.635 9.17 22.8 22.8 K = 16.80 908 C =120 0.00 0.0 0.0 160.14 0.069 9.17 0.6 22.8 Vel = 9.51 81.33 2.635 9.17 23.4 23.4 K = 16.80 907 C =120 0.00 0.0 0.0 241.46 0.147 9.17 1.3 23.4 Vel = 14.35 83.63 2.6 -35 1E 3.00 24.8 24.8 K = 16.80 906 C =120 1T 24.71 0.6 0.0 325.10 0.255 27.71 7.1 24.8 Vel = 19.31 E5 325.10 32.5 K = 57.02 PATH 6 FROM HYDRAULIC REFERENCE 905 TO E6 80.78 2.630 9.17 23.1 23.1 K = 82 . • 80.78 0.019 9.17 0.2 23.1 Vel = 4.80 81.09 2.635 9.17 23.3 23.3 K = 16.80 904 C =120 0.00 0.0 0.0 161.87 0.070 9.17 0.6 23.3 Vel = 9.62 82.20 2.635 9.17 23.9 23.9 K = 16.80 903 C =120 0.00 0.0 0.0 244.07 0.150 9.17 1.4 23.9 Vel = 14.50 84.53 2.635 1E 3.00 25.3 25.3 K = 16.80 902 C =120 1T 24.71 0.6 0.0 328.60 0.260 27.71 7.2 25.3 Vel = 19.52 E6 328.60 . 33 - .2» K = 57.05 PATH 7 FROM HYDRAULIC REFERENCE 901 TO E7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) _. Coca -Cola Drawing Date: 2/25/11 12:28 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pri PATH 3 FROM HYDRAULIC REFERENCE 917 TO E3 CONTINUED 80.40 2.635 9.17 22.9 22.9 K = 16.80 915 C =120 0.00 0.0 0.0 238.71 0.144 9.17 1.3 22.9 Vel = 14.18 82.69 2.635 1E 3.00 . .24.2... 24.2 K = 16.80 914 C =120 1T 24.71 0.6 0.0 321.40 0.250 27.71 6.9 24.2 Vel = 19.09 E3 321.40 31.8 K = 57.00 PATH 4 FROM HYDRAULIC REFERENCE 913 TO E4 79.34 2.635 9.17 22.3 22.3 K = 16.80 913 C =120 0.00 0.'0 0.0 79.34 0.019 9.17 0.2 22.3 Vel = 4.71 79.65 2.635 9.1 22.5 22.E K _. 158.99 0.068 9.17 :.6 '21.5 Vel = 9.45 80.74 2.635 9.17 23.1 23.1 K = 16.80 911 C =120 0.00 0.0 0.0 239.73 0.145 9.17 1.3 23.1 Vel = 14.24 83.04 2.635 1E ,3.,OO _24.4 24,4 K = 16.80 910 C =120 1T 24.71 0.6 0.0 322.77 0.252 27.71 7.0 24.4 Vel = 19.18 E4 322.77 32.1 K = 57.01 PATH 5 FROM HYDRAULIC REFERENCE 909 TO E5 79.91 2.635 9.17 22.6 22.6 K = 16.80 909 C= 120 0.00 0.0 0.0 79.91 0.019 9.17 0.2 22.6 Vel = 4.75 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:28 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft' TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 925 TO W (PRIMARY PATH) 8.249 1E 20.81 57.1 57.1 E8 C =120 20.02 0.0 0.0 2035.31 0.029 40.83 1.2 57.1 Vel = 12.34 W 2035.31 58.3 K = 266.47 PATH 2 FROM HYDRAULIC REFERENCE 921 TO E2 78.84 2.635 9.17 22.0 22.0 K = 16.80 921 C =120 0.00 0.0 0.0 78.84 0.019 9.17 0.2 22.0 Vel = 4.68 . 79.15 2.635 9.17 22.2 22.2 K = 16.80 920 0=120 0.00 0.0 0.0 157.99 0.067 9.17 0.6 22.2 Vel = 9.39 80.24 2.635 9.17 22.E K,= _,...._ . 91 __12C C.00 C.C. C.0 238.23 0.144 9.17 1.3 22.8 Vel = 1 82.52 2.635 1E 3.00 24.1 24.1 K = 16.80 918 0=120 1T 24.71 0.6 0.0 320.75 0.249 27.71 6.9 24.1 Vel = 19.06 E2 320.75 31.7 K = 56.99 PATH 3 FROM HYDRAULIC REFERENCE 917 TO E3 79.00 2.635 9.17 22.1 22.1 K = 16.80 917 0=120 0.00 0.0 0.0 79.00 0.019 9.17 0.2 22.1 Vel = 4.69 79.31 2.635 9.17 22.3 22.3 K = 16.80 916 0=120 0.00 0.0 0.0 158.31 0.067 9.17 0.6 22.3 Vel = 9.41 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) __ k Coca -Cola Drawing Date: 2/25/11 12:28 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 925 TO W (PRIMARY PATH) 78.80 2.635 9.17 22.0 22.0 K = 16.80 925 C =120 0.00 0.0 0.0 78.80 0.019 9.17 0.2 22.0 Vel = 4.68 79.10 2.635 9.17 22.2 22.2 K = 16.80 924 C =120 0.00 0.0 0.0 157.90 0.067 9.17 0.6 22.2 Vel = 9.38 80.19 2.635 9.17 22.8 22.8 K = 16.80 923 C =120 0.00 0.0 0.0 238.10 0.143 9.17 1.3 22.8 Vel = 14.15 82.47 2.635 1E 3.00 24.1 24.1 K = 16.80 922 C =120 1T 24.71 0.6 0.0 320.57 0.249 27.71 6.9 24.1 Vel = 19.05 6.357 10.00 31.6 31.6 El C =120 0.00 0.0 0.0 320.57 0.003 10.00 0.0 31.6 Vel = 3.27 E2 C =i20 0.00 0.0 .0 See PAT?? 641.32 0.012 10.00 0.1 31.7 Vel = 6.55 321.40 6.357 10.00 31.8 31.8 E3 C =120 0.00 0.0 0.0 See PATH 3 962.72 0.026 10.00 0.3 31.8 Vel = 9.83 322.77 6.357 10.00 32.1 32.1 E4 C =120 0.00 0.0 0.0 See PATH 4 1285.49 0.045 10.00 0.4 32.1 Vel = 13.12 325.10 6.357 10.00 32.5 32.5 E5 C =120 0.00 0.0 0.0 See PATH 5 1610.59 0.068 10.00 0.7 32.5 Vel = 16.44 328.60 6.357 10.00 33.2 33.2 E6 C =120 0.00 0.0 0.0 See PATH 6 1939.18 0.095 10.00 1.0 33.2 Vel = 19.79 96.12 6.357 2E 147.99 34.1 34.1 E7 C =120 1T 72.93 0.0 0.0 See PATH 7 2035.31 0.104 220.91 23.0 34.1 Vel = 20.78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:28 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL • NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI (PSI) (GPM) (GPM) (GPM /SQ.FT) 901 39.00 16.80 32.7 96.1 78.8 0.96 902 39.00 16.80 25.3 84.5 78.8 0.85 903 39.00 16.80 23'. -9 82.2 78.8 0.82 904 39.00 16.80 23.3 81.1 78.8 0.81 905 39.00 16.80 23.1 80.8 78.8 0.81 906 39.00 16.80 24.8 83.6 78.8 0.84 907 39.00 16.80 23.4 81.3 78.8 0.81 908 39.00 16.80 22.8 80.2 78.8 0.80 909 39.00 16.80 22.6 79.9 78.8 0.80 910 39.00 16.80 24.4 83.0 78.8 0.83 911 39.00 16.80 23.1 80.7 78.8 0.81 912 39.00 16.80 22.5 79.6 78.8 0.80 913 39.00 16.80 22.3 79.3 78.8 0.79 914 39.00 16.80 24.2 82.7 78.8 0.83 915 39.00 16.80 22.9 80.4 78.8 0.80 916 39.00 16.80 22.3 79.3 78.8 0.79 917 39.00 16.80 22.1 79.0 78.8 0.79 918 39.00 16.80 24.1 82.5 78.8 0.83 919 39.00 16.80 22.8 80.2 78.8 0.80 920 39.00 16.80 22.2 79.1 78.8 0.79 921 39.00 16.80 22.0 78.8 78.8 0.79 922 39.00 16.80 24.1 82.5 78.8 0.82 39.00 15 .EC 22.8 80.2 78.8 C.._ =6. 22.2 .1 _ 925 39.00 16.80 22.0 78.8 78.8 0.79 El 37.50 31.6 _ E2 37.50 31.7 E3 37.50 31.8 E4 37.50 32.1 E5 37.50 32.5 E6 37.50 33.2 E7 37.50 34.1 E8 37.50 57.1 W 37.50 58.3 Max velocity of 20.78 occurs in the pipe from E8 TO E7 Coca - Cola Drawing Date: 2/25/11 12:28 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation_ • • where r =. = 1 _ oancle iii a i _ . ?_ Friction loss psi) _yet« g • where Pf = 1 x 4.52 x(Q /C) "1.85 / ID "4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q "2 /ID"4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. " - Velocity Pressures are not considered in these Calculations • Coca -Cola Drawing Date: 2/25/11 12 :28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 9 2035 58.3 psi Elevation Change 37'6" 16.2 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2035 0.4 1 8" Grvd Deluge Valve Tyco "DV -5" CHART LOSS 2035 3.5 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2035 0.4 1 8" Groove -O -Let 35' 120 8.071 2035 1.2 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 2035 0.1 1 8" Grvd Tee FIRELOCK 35' 120 8.071 2035 1.2 1 8" Flngd 90 Ell 18' 120 8.071 2035 0.6 1 Pipe 8" DIx18 25' 140 8.390 2035 0.5 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref R1 Required at Source 2535 82.5 psi Water Source231.0 psi static, 97.0 psi residual @ 2500 gpm 2535 gpm 93.5 psi SAFETY PRESSURE 11.0 psi Available Pressure of 93.5 psi Exceeds Required Pressure of 82.5 psi This is a safety margin of 11.0 psi or 12 % of Supply Maximum Water Velocity is 20.8 fps • Coca -Cola Drawing Date: 2/25/11 12:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca - Cola Location: Northampton, MA Drawing Date: Remote Area Number: 9 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. Marlboro, MA Designer: R.L. to Calculated By:SprinkCAD o � www. sprinkcad.com c-1 1 r� 4 51 N . Cannon Ave . h, .�a:. 4 Lansdale, PA 19446 r .c� Construction: Steel Occupancy:Storage oTG� Reviewing Authorities:Northhampton Fire Dept. SYSTEM DESIGN Code:Quell Data Hazard:Class 2 stem Type:WET Area of Sprinkler Oper. 2250 sq ft1 Sprinkler or Nozzle Density (gpm /sq ft) 0.788 I Make: TYC Area per Sprinkler 100.0 sq ftl Model: K17 Hose Allowance Inside 0 gpm I K- Factor:16.80 Hose Allowance Outside 500 gpm 1 Temperature Rating: 286 CALCULTTON SUM.T`: RY of „' =n Dutiet.s gpm 25:5.2 82.5 @ Source WATER SUP`rLr • Water Flow Test I Pump Data Date of Test 5 -27 -2010 1 Rated Capacity 0 gpm Static Pressure 231.0 psi 1 Rated Pressure 0.0 psi Residual Pres 97.0 psi 1 Elevation 0 At a Flow of 2500 gpm 1 Make: Elevation 0” 1 Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: WATER FLOW TEST CHART Ass) 8. ,-.) ( 230 ---,.... _ ___._._ ______. 1= `� ..._ _ _....____ __ _.._.___.__ 220 _ I =� - M - - - -- � 210 + ..��m ; =�� =�T T -:-.=—NE, 19 �� i _��M� 170 � .....=€mae� -M:' —� :. .......=...........9 — MEE _ == -= 7 . I - - - - - �_� _ 160 :: ? W 1 50 ��..._..r�......�.� ; ..� INIIIIIMIMMINI • 140 pia ®✓��= r— # � � � � � L_ ONIM CD 130 �� a � � =�.�. 120 � ��— ��M®� ' �- M �'_ = MEN 1... mIMBI■olowil= v 110 = ..� = F - grimmo■ _ 7_7_ �' 100 —� —_ . I � � z d . ..... .. u _ _ -I: ;�. te a .�. 90 � . , _ �. _ _ -�� + Z .-- _ I •_ �_ -. -_ i IB C s .- ri�� -- . I NI= 80 �C� =� - �.� = =_lM =M _ 50 = = .� ..� •�M 1..r4 I.� 40 MEIN r... -. � � .= s� _ _ -tea -- ® ®�� ∎= _� 1 �� 0 ;�� =1 M '� .INIIINIMMINIIIMIIIIIMMIIINIM2 -= 2920 = 0 500 1000 150 n 2000 2500 3000 3500 Flow, gpm Job Water Required Hose Allowance Drawn By Coca -Cola Static Pressure: 231.0 psi Pressure: 79.8 psi Inside: 0 gpm SprinkCAD - Northampton, MA Residual Pressure: 97.0 psi Total Flow: 2536 gpm Outside: 500 gpm Tyco Fire Products Flow: 2500 gpm Safety Pressure: 13.6 psi (800)495 - 5541 Remote Area: 8 Date /Loc: 5 -27 -2010 @ fire pum 280 240 — - - — 200 -- - - Supply 160 — - - ) 120 80 - - O 500 gpm hose 40 600 900 1200 1500 1800 2100 2400 2700 3000 Flow (gpm) • Coca -Cola Drawing Date: 2/25/11 12:26 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE 'Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 801 TO D7 CONTINUED 96.83 2.635 1E 5.17 33.2 33.2 K = 16.80 801 C =120 1T 24.71 0.6 0.0 96.83 0.027 29.88 0.8 33.2 Vel = 5.75 D7 96.83 34.7 K = 16.44 • • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:26 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 809 TO D5 CONTINUED 80.11 2.635 9.67 -22.7 22.7 K = 16.80 808 0=120 0.00 0.0 0.0 159.90 0.069 9.67 0.7 22.7 Vel = 9.50 81:27 2.635 9.67 23.4 23.4 K = 16.80 807 C =120 0.00 0.0 0.0 241.18 0.147 9.67 1.4 23.4 Vel = 14.33 83.70 2.635 1E 5.17 24.8 24.8 K = 16.80 806 0=120 1T 24.71 0.6 0.0 324.88 0.255 29:88 7.6 24.8 Vel = 19.30 D5 324.88 33.1 K = 56.48 PATH 6 FROM HYDRAULIC REFERENCE 805 TO D6 8 C.60 _ 9.67 22.0 22.0 Y. = 16.6C . C= 12C C.2 80.60 0.019 9.67 0.2 ` 2 Vel = 4.79 80.92 2.635 9 23.2 23.2 K = 16.80 804 0=120 0.00 0.0 0.0 161.52 0.070 9.67 0.7 23.2 Vel = 9.60 82.09 2.635 9.67 23.9 23.9 K = 16.80 803 0=120 0.00 0.0 0.0 243.62 0.150 9.67 1.4 23.9 Vel = 14.47 84.54 2.635 1E 5.17 25.3 25.3 K = 16.80 802 0=120 1T 24.71 0.6 0.0 328.16 0.260 29'.88 7.8 25.3 Vel =19.50 D6 328.16 33.7 K = 56.50 PATH 7 FROM HYDRAULIC REFERENCE 801 TO D7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:26 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S : Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 817 TO D3 CONTINUED 80.45 2.635 9.67 22.9 22.9 K = 16.80 815 C =120 0.00 0.0 0.0 238.74 0.144 9.67 1.4 22.9 Vel = 14.18 82.86 2.635 lE 5.17 24.3 24.3 K = 16.80 814 C =120 1T 24.71 0.6 0.0 321.59 0.250 29.88 7.5 24.3 Vel = 19.11 D3 321.59 32.4 K = 56.46 PATH 4 FROM HYDRAULIC REFERENCE 813 TO D4 79.28 2.635 9.67 22.3 22.3 K = 16.80 813 C =120 0.00 0.0 0.0 79.28 0.019 9.' 7 0.2 22.'3' Vel _ .4.71 7. _. _ . _ _ 9.E7 - _. . _ 22.E. • El: _ _ Q _ ,_ . _ _ . 158.88 0.068 9.67 0.7 22.5 Vel = 9.44 80.76 2.635 9.67 23.1 23.1 K = 16.80 811 C =120 0.00 0.0 0.0 239.64 0.145 9.67 1.4 23.1 Vel = 14.24 83.17 2.635 1E 5.17 24.5 24.5 K = 16.80 810 C =120 1T 24.71 0.6 0.0 322.81 0.252 29.88 7.5 24.5 Vel = 19.18 D4 322.81 32.7 K = 56.47 PATH 5 FROM HYDRAULIC REFERENCE 809 TO D5 79.79 2.635 9.67 22.6 22.6 K = 16.80 809 C= 120 0.00 0.0 0.0 79.79 0.019 9.67 0.2 22.6 Vet = 4.74 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) ., Coca -Cola Drawing Date: 2/25/11 12:26 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT ' Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 825 TO W (PRIMARY PATH) 8.249 2E 140.02 47.8 47.8 D8 C =120 40.04 0.0 0.0 2036.15 0.029 180.06 5.3 47.8 Vel = 12.34 W 2036.15 53.1 K = 279.37 PATH 2 FROM HYDRAULIC REFERENCE 821 TO D2 78.84 2.635 9.67 22.0 22.0 K = 16.80 821 C =120 0.00 0.0 0.0 78.84 0.019 9.67 0.2 22.0 Vel = 4.68 79.16 2.635 9.67 22.2 22.2 K = 16.80 820 C =120 0.00 0.0 0.0 158.00 0.067 9.67 0.6 22.2 Vel = 9.39 23.3_ F ___ V = .6,Rr 238.31 0.144 9.67 1.4 22 :9 ��e _ = 14.16 82.71 2.635 1E 517 _ 24.2 24.2 K = 16.80 818 C =120 1T 24.71 0.6 0.0 321.02 0.249 29.88 7.4 24.2 Vel = 19.07 D2 321.02 32.3 K = 56.45 PATH 3 FROM HYDRAULIC REFERENCE 817 TO D3 78.98 2.635 9.67 22.1 22.1 K = 16.80 817 C =120 0.00 0.0 0.0 78.98 0.019 9.67 0.2 22.1 Vel = 4.69 79.30 2.635 9.67 22.3 22.3 K = 16.80 816 C =120 0.00 0.0 0.0 158.28 0.067 9.67 0.7 22.3 Vel = 9.40 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:26 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 825 TO W (PRIMARY PATH) 78.80 2.635 9.67 22.0 22.0 K = 16.80 825 C =120 0.00 0.0 0.0 78.80 0.019 9.`67 0.2 22.0 Vel = 4.68 79.12 2.635 9.67 22.2 22.2 K = 16.80 824 0=120 0.00 0.0 0.0 157.92 0.067 9.67 0.6 22.2 Vel = 9.38 80.27 2.635 9.67 22.8 22.8 K = 16.80 823 0=120 0.00 0.0 0.0 238.19 0.143 9.67 1.4 22.8 Vel = 14.15 82.67 2.635 1E 5.17 24.2 24.2 K = 16.80 822 0=120 1T 24.71 0.6 , 0.0 320.86 0.249 29.88 7.4 24.2 Vel = 19.06 6.357 9.04 32.3 32.3 D1 C =120 0.00 0.0 0.0 320.86 0.003 9.04 0.0 32.3 Vel = 3.28 32.1.0 57 9.04 32.3 32.3 D2 C =120 ." See PATH 2 641.88 0.022 9.04 0.1 32.3 Vel = 6.55 321.59 6.357 9.04 32.4 32.4 D3 C =120 0.00 - 0.0 0.0 See PATH 3 963.47 0.026 9.04 0.2 32.4 Vel = 9.83 322.81 6.357 9.04 32.7 32.7 D4 C =120 0.00 0.0 0.0 See PATH 4 1286.28 0.045 9.04 0.4 32.7 Vel = 13.13 324.88 6.357 9.53 33.1 33.1 D5 C =120 0.00 0.0 0.0 See PATH 5 1611.16 0.068 9.53 0.6 33.1 Vel = 16.45 328.16 6.357 10.00 33.7 33.7 D6 C =120 0.00 0.0 0.0 See PATH 6 1939.32 0.095 10.00 1.0 33.7 Vel = 19.80 96.83 6.357 1T 88.50 34.7 34.7 D7 C =120 37.72 0.0 0.0 See PATH 7 2036.15 0.104 126.22 13.2 34.7 Vel = 20.78 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:26 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI (PSI) (GPM) (GPM) (GPM /SQ.FT) 801 39.00 16.80 33.2 96.8 78.8 0.97 802 39.00 16.80 25`.3 84.5 78.8 0.85 803 39.00 16.80 , 23 - .9 82.1 78.8 0.82 804 39.00 16.80 23.2 80.9 78.8 0.81 805 39.00 16.80 23.0 80.6 78.8 0.81 806 39.00 16.80 24.8 83.7 78.8 0.84 807 39.00 16.80 23.4 81.3 78.8 0.81 808 39.00 16.80 22.7 80.1 78.8 0.80 809 39.00 16.80 22.6 79.8 78.8 0.80 810 39.00 16.80 24.5 83.2 78.8 0.83 811 39.00 16.80 23.1 80.8 78.8 0.81 812 39.00 16.80 22.5 79.6 78.8 0.80 813 - 39.00 16.80 22.3 79.3 78.8 0.79 814 39.00 16.80 24.3 '82.9 78.8 0.83 815 39.00 16.80 22.9 80.5 78.8 0.80 816 39.00 16.80 22.3 79.3 78.8 0.79 817 39.00 16.80 22.1 79.0 78.8 0.79 818 39.00 16.80 24.2 82.7 78.8 0.83 819 39.00 16.80 22.9 80.3 78.8 0.80 820 39.00 16.80 22.2 79.2 78.8 0.79 821 39.00 16.80 22.0 78.8 78.8 0.79 822 39.00 16.80 24.2 82.7 78.8 0.83 823 39.00 16.80 22.8 80.3 78.8 0.80 824 39.04 =5.8_ • -- � 9 . ma c._ 925 2_.00 16.80 :z1J , 78.8 78.9 0.79 DI . 5 D2 37.50 32.3 - D3 37.50 32.4 D4 37.50 32.7 D5 37.50 33.1 D6 37.50 33.7 D7 37.50 34.7 D8 37.50 47.8 W 37.50 53.1 Max velocity of 20.78 occurs in the pipe from D7 TO D8 1 Coca -Cola Drawing Date: 2/25/11 12:26 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (ypm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA • Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe where ?f = 1 x 4.52 __ , - . Pv Velocity pressure (psi) where Pv = 0.001123 x Q'2 /ID ^ 4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. • - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations • Coca -Cola Drawing Date: 2/25/11 12:26 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 8 2036 53.1 psi 1 Pipe 8" 10x21 CSC Grvd 38' 120 8.249 2036 1.1 Elevation Change 37'6 16.2 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2036 0.4 1 8" Grvd Check Valve VIC "717" 93301 45' 120 8.071 2036 1.5 1 8" Grvd Deluge Valve Tyco "DV -5" CHART LOSS 2036 3.5 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2036 0.4 1 8" Groove -O -Let 35' 120 8.071 2036 1.2 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 2036 0.1 1 8" Grvd Tee FIRELOCK 35' 120 8.071 2036 1.2 1 8" Flngd 90 Ell 18' 120 8.071 2036 0.6 1 Pipe 8" DIx18 25' 140 8.390 2036 0.5 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref R1 Required at Source 2536 79.8 psi Water Source231.0 psi static, 97.0 psi residual @ 2500 gpm 2536 gpm 93.4 psi SAFETY PRESSURE 13.6 psi Available Pressure of 93.4 psi Exceeds Required Pressure of 79.8 psi This is a safety margin of 13.6 psi or 15 % of Supply Maximum Water Velocity is 20.E frs • • Coca -Cola Drawing Date: 2/25/11 12:26 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca -Cola Location: Northampton, MA Drawing Date: Remote Area Number: 8 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. Marlboro, MA Designer: R.L. Mir Aa. 3. J ,. Calculated By:SprinkCAD ,OaNfts z;ori -+ www.sprinkcad.com � � rdr.. '?'ag74 451 N. Cannon Ave. U Lansdale, PA 19446 �9 /p tG . �� Construction: Steel Occupancy :Storage ��F' �, Reviewing Authorities:Northhampton Fire Dept. / �'- SYSTEM DESIGN •' Code:Quell data Hazard:Class 2 Sys em Type:WET Area of Sprinkler Oper. 2250 sq ft1 Sprinkler or Nozzle Density (gpm /sq ft) 0.788. ( Make: , TYC Area per Sprinkler 100.0 sq ftj Model: K17 Hose Allowance Inside 0 gpm 1 K- Factor:16.80 Hose Allowance Outside 500 gpm 1 Temperature Rating: 286 CALCULATION SUMMARY 25 Flowing Outlets gpm Required: 2536.2 ps_ Rec7ui e . 79.8 C WATER SUPP Water Flow Test Pump Data Date of Test 5 -27 -2010 1 Rated Capacity 0,gpm Static Pressure 231.0 psi 1 Rated Pressure 0:0 psi • Residual Pres 97.0 psi 1 Elevation 0 At a Flow of 2500 gpm I Make: Elevation 0" 1 Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: Job Water Required Hose Allowance Drawn By Coca -Cola Static Pressure: 231.0 psi Pressure: 81.6 psi Inside: 0 gpm SprinkCAD Northampton, MA Residual Pressure: 97.0 psi Total Flow: 788 gpm Outside: 250 gpm Tyco Fire Products Flow: 2500 gpm Safety Pressure: 133.5 psi (800)495 -5541 Remote Area: 7 Date /Loc: 5 -27 -2010 @ fire pum 280 i 240 __ SuPplly - --� - -- 200 s P 160 I 1 120 I 250 gpm hose 40 200 300 400 500 600 700 800 900 1000 Flow (gpm) Coca -Cola Drawing Date: 2/25/11 12:25 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt ; _Pf /ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 709 TO C3 CONTINUED 31.66 1.682 1E 2.50 15.7 15.7 K = 8.00 705 0=120 1T 14.85 0.6 0.0 138.34 0.467 17.35 8.1 15.7 Vel = 20.17 C3 138.34 24.4 K = 27.99 PATH 4 FROM HYDRAULIC REFERENCE 704 TO C4 30.79 1.682 10.00 14.8 14.8 K = 8.00 704 0=120 0.00 0.0 0.0 30.79 0.029 10.00 0.3 14.8 Vel = 4.49 31.09 1.682 10.00 15.1 15.1 K - 8.00 703 0=120 0.00 0.0 0.0 61.88 0.105 10.00 1.1 15.1 Vel = 9.02 32.16 1.682 10.00 16.2 16.2 K = 8.00 702 C =12., 3.03 0.0 0.0 . 94.04 0.229 • 10.00 2.3 16.2 Vel = 13.71 34.36 1.682 1E 2.50 18.4 18.4 . K = 8.00 701 0=120 1T 14.85 0.6 0.0 128.40 0.407 17.35 7.1 18.4 Vel = 18.72 C4 128.40 26.2 K = 25.10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) A Coca -Cola Drawing Date: 2/25/11 12:25 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 714 TO C2 CONTINUED 25.09 1.682 10.00 9.8 9.8 K = 8.00 714 C =120 0.00 0.0 0.0 25.09 0.020 10.00 0.2 9.8 Vel = 3.66 25.34 1.682 10:00 10:0 10.0 K = 8.00 713 C =120 0.00 0.0 0.0 50.44 0.072 10.00 0.7 10.0 Vel = 7.35 26.24 1.682 10.00 10.8 10.8 K = 8.00 712 C =120 0.00 0.0 0.0 76.68 0.157 10.00 1.6 10.8 Vel = 11.18 28.09 1.682 10.00 12.3 12.3 K = 8.00 711 C =120 0.00 0.0 0.0 104.77 0.279 10.00 2.8 12.3 Vel = 15.28 31.11 1.682 1E 2.50 15.1 15.1 K = 8.00 710 0=120 1T 14.85 0.6 0.0 135.88 0.452 17.35 7.8 15.1 Vel = 19.81 C2 135.88 23.6 K = 27.96 PATH 3 FROM HYDRAULIC REFERENCE 709 TO C3 25.55 1.682 10:00 10:2 10.2 K = 8.00 709 0=120 0.00 0.0 0.0 25.55 0.021 10.00 0.2 10.2 Vel = 3.73 25.81 1.682 10.00 10.4 10.4 K = 8.00 708 C =120 0.00 0.0 0.0 51.36 0.075 10.00 0.7 10.4 Vel = 7.49 26.72 1.682 10.00 11.2 11.2 K = 8.00 707 0=120 0.00 0.0 0.0 78.08 0.162 10.00 1.6 11.2 Vel = 11.38 28.60 1.682 10.00 12.8 12.8 K = 8.00 706 C =120 0:00 0.0 0.0 106.68 0.289 10.00 2.9 12.8 Vel = 15.55 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:25 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 719 TO W (PRIMARY PATH) 25.00 1.682 10.00 9.8 9.8 K = 8.00 719 0=120 0.00 0.0 0.0 25.00 0.020 10.00 0.2 9.8 Vel = 3.65 25.25 1.682 10.00 10.0 10.0 K = 8.00 718 C =120 0.00 0.0 0.0 50.25 0.072 10.00 0.7 10.0 Vel = 7.33 26.15 1.682 10.00 10.7 10.7 K = 8.00 717 C =120 0.00 0.0• 0.0 76.40 0.156 10.00 1.6 10.7 Vel = 11.14 27.99 1.682 10.00 12.2 12.2 K = 8.00 716 C =120 0.00 0.0 0.0 104.38 0.278 10.00 2.8 12.2 Vel = 15.22 31.00 1.682 lE 2.50 15.0 15.0 K = 8.00 715 C =120 1T 14.85 0.6 0.0 135.38 0.449 17.35 7.8 15.0 Vel = 19.74 3.260 9.00 23.5 .5 01 • 0= 120 0.00 0.0 0.0 135.38 0.018 9.00 0.2 23.5 Vel = 5.25• 135.88 3.260 12.50. 23.6 23.6 C2 C =120 0.00 0.0 0.0 See PATH 2 271.26 0.065 12.50 0.8 23.6 Vel = 10.53 138.34 3.260 12.50 24.4 24.4 C3 C =120 0.00 0.0 0.0 See PATH 3 409.60 0.139 12.50 1.7 24.4 Vel = 15.90 128.40 3.260 1E 91.96 26.2 26.2 C4 0=120 9.41 0.0 0.0 See PATH 4 538.00 0.230 101.37 23.3 26.2 Vel = 20.88 W 538.00 49.4 K = 76.51 PATH 2 FROM HYDRAULIC REFERENCE 714 TO C2 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:25 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI')) (P;I) (GPM) (GPM) (GPM /SQ.FT) 701 39.00 8.00 18.4 34.4 25.0 0.27 702 39.00 8.00 16.2 32.2 25.0 0.26 703 39.00 8.00 15.1 31.1 25.0 0.25 704 39.00 8.00 14.8 30.8 25.0 0.25 705 39.00 8.00 15.7 31.7 25.0 0.25 706 39.00 8.00 12.8 28.6 25.0 0.23 707 39.00 8.00 11.2 26.7 25.0 0.21 708 39.00 8.00 10.4 25.8 25.0 0.21 709 39.00 8.00 10.2 25.6 25.0 0.20 710 39.00 8.00 15.1 31.1 25.0 0.25 711 39.00 8.00 12.3 28.1 25.0 0.22 712 39.00 8.00 10.8 26.2 25.0 0.21 713 39.00 8:00 10.0 25.3 25.0 0.20 714 39.00 8.00 9.8 25.1 25.0 0.20 715 39.00 8.00 15.0 31.0 25.0 0.25 716 39.00 8.00 12.2 28.0 25.0 0.22 717 39.00 8.00 10.7 26.1 25.0 0.21 718 39.00 8.00 10.0 25.3 25.0 0.20 719 39.00 8.00 9.8 25.0 25.0 0.20 C1 37.50 23.5 C2 37.50 23.6 C3 37.50 }zy . 4 C4 37.50 26.2 W 37.50 49.4 . Max velocity of 20.88 occurs in the pipe from C4 TO W 0 Coca -Cola Drawing Late 2/25/11 12:25 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x'(Q /C) "1.85 / ID Pv Velocity pressure (psi) where Pv = 0.001123 x Q'2 /ID'4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Coca -Cola Drawing Date: 2/25/11 12:25 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 7 538 49.4 psi 1 Pipe 3" 10x21 CSC Grvd 38' 100 3.260 538 12.1 Elevation Change 37'6" 16.2 1 4" FG Dry Valve CSC "AG" CHART LOSS 538 1.0 1 4" Grvd Butterfly Valve VIC "708W" 12' 120 4.026 538 1.0 1 4" Groove -O -Let 20' 120 4.026 538 1.7 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 538 0.0 1 8" Grvd Tee FIRELOCK 35' 120 8.071 538 0.1 1 8" Flngd 90 Ell 18' 120 8.071 538 0.1 1 Pipe 8" DIx18 25' 140 8.390 538 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at Source 788 81.6 psi Water S"ource231.0 psi static, 97.0 psi residual Q 2500 gpm 788 gpm 215.2 psi SAFETY PRESSURE 133.5 psi Available Pressure of 215.2 psi Exceeds Required Pressure of 81.6 psi This is a safety margin of 133.5 psi or 62 % of Supply Maximum Water Velocity is 20.9 fps Coca -Cola Drawing Date: 2/25/11 12:25 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca -Cola Location: Northampton, MA Drawing Date: Remote Area Number: 7 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. Marlboro, MA t3F ✓r� , Designer: R.L. Calculated By:SprinkCAD (( FRE www.sprinkcad.com Hc'`:`T`r� 4 51 N . Cannon Ave. ��0' 3r Lansdale, PA 19446 '', ' ISTo` Construction: Steel Occupancy:Storage `.�=• , Reviewing Authorities:Northhampton Fire Dept. / SYSTEM DESIGN Code:NFPA 13 Hazard:Ord. Gr. 2 System Type:WET Area of Sprinkler Oper. 1950 sq ftl Sprinkler or Nozzle Density (gpm /sq ft) 0.200 Make: Area per Sprinkler 125.0 sq ft1 Model: V -34 Hose Allowance Inside 0 gpm 1 K- Factor: 8.00 Hose Allowance Outside 250 gpm 1 Temperature Rating: 155 CALCULATION SUMMARY 19 Flowing Outlets gpm Regl: 788.0 psi Required: 81.6 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 5 -27 -2010 1 Rated Capacity 0 gpm 1 Static Pressure 231.0 psi 1 Rated Pressure 0.0 psi Residual Pres 97.0 psi I Elevation 0 At a Flow of 2500 gpm 1 Make: Elevation 0" 1 Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: Job Water Required Hose Allowance Drawn By Coca -Cola Static Pressure: 231.0 psi Pressure: 86.1 psi Inside: 0 gpm SprinkCAD Northampton, MA Residual Pressure: 97.0 psi Total Flow: 419 gpm Outside: 250 gpm Tyco Fire Products - Flow: 2500 gpm Safety Pressure: 139.9 psi (800)495 -5541 Remote Area: 6 Date /Loc: 5 -27 -2010 @ fire pum 280 • 240 Supply 200 • 160 120 -- - • 80 250 gpm hose - - 40 100 150 200 250 300 350 400 450 500 Flow (gpm) Coca -Cola Drawing Date: 2/25/11 12:22 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 601 TO W (PRIMARY PATH) 22.00 2.157 15.00 7.6 7.6 K = 8.00 601 0=120 0.00 0.0 0.0 22.00 0.005 15.00 0.1 7.6 Vel = 1.95 22.10 2.157 15.00 7.6 7.6 K = 8.00 602 0=120 0.00 0.0 0.0 44.10 0.017 15.00 0.3 7.6 Vel = 3.91 22.46 2.157 15.00 7.9 7.9 K = 8.00 603 0=120 0.00 0.0 0.0' 66.56 0.036 15.00 0.5 7.9 Vel = 5.90 23.22 2.157 15.00 8.4 8.4 K = 8.00 604 0=120 0.00 0.0 0.0 89.78 0.063 15.00 0.9 8.4 Vel = 7.96 24.48 2.157 15.00 9.4 9.4 K = 8.00 605 0=120 0.00 0.0 0.0 114.26 0.098 15.00 1.5 9.4 Vel = 10.13 26.32 2.157 15.00 10.8 10.8 F = 8.00 • 606 0 =120 0.00 0.0 0.0 140.58 0.143 15.00 2.2 - 10.8 Vel = 12.46 28.82 2.157 1E 231.84 13.0 13.0 K = 8.00 607 0=120 1T 18.46 0.0 0.0 169.40 0.202 250.30 50.7 13.0 Vel = 15.02 W 169.40 63.6 K = 21.23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12 :22 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI (PSI) (GPM) (GPM) (GPM /SQ.FT) 601 39.00 8.00 7.6 22.0 22.0 0.20 602 39.00 8.00 7.6 22.1 22.0 0.20 603 39.00 8.00 7.9 22.5 22.0 0.20 604 39.00 8.00 8.4 23.2 22.0 0.21 605 39.00 8.00 9.4 24.5 22.0 0.22 606 39.00 8.00 10.8 26.3 22.0 0.24 607 39.00 8.00 13.0 28.8 22.0 0.26 W 39.00 63,6 Max velocity of 15.02 occurs in the pipe from 607 TO W A Coca -Cola Drawing Date: 2/25/11 12:22 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 8. 433 x change in elevation Pf Friction loss (psi; to fitting where Pf = 1 r 4.52 x (Q /C) ^ 1.$5 / Ii Pv Velocity pressure_ (psi) . where Pv = 0.001123 x Q'2 /ID Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Coca -Cola Drawing Date: 2/25/11 12:22 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 6 169 63.6 psi 1 Pipe 2 10x21 CSC Grvd 38' 100 2.635 169 4.0 Elevation Change 37'6" 16.2 1 214" Grvd Dry Valve CHART LOSS 169 0.3 1 234" Grvd Butterfly Valve VIC "708W" 7' 120 2.469 169 0.7 1 2 -1/2" Groove -O -Let 12' 120 2.469 169 1.2 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 169 0.0 1 8" Grvd Tee FIRELOCK 35' 120 8.071 169 0.0 1 8" Flngd 90 Ell 18' 120 8.071 169 0.0 1 Pipe 8" DIx18 25' 140 8.390 169 0.0 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref R1 Required at Source 419 86.1 psi Water Source231.0'psi static, 97.0 psi residual @ 2500 gpm 419 gpm 226.1 psi SAFETY PRESSURE 139.9 psi Available Pressure of 226.1 psi Exceeds Required Pressure of 86.1 psi This is a safety margin of 139.9 psi or 62 % of Supply Maximum Water Velocity is 15.0 fps • Coca -Cola Drawing Date: 2/25/11 12:22 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca -Cola Location: Northampton, MA Drawing Date: Remote Area Number: 6 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. Marlboro, MA Designer: R.L: < MiCHAE LJ. Calculated By:SprinkCAD www.sprinkcad.com r1�9 -4 4 51 N. Cannon Ave. �� ' �� r � � �r0�� No. 39974 Lansdale, PA 19446 > .. Construction: Steel Occupancy: Storage mar er Reviewing Authorities:Northhampton Fire Dept. ''. +'� SYSTEM DESIGN Code:NFPA 13 Hazard:Ord. Gr. 2 Sy_ em Type:WET Area of Sprinkler Oper. sq ftl Sprinkler or Nozzle Density (gpm /sq ft) 0.200 Make: Area per Sprinkler 110.0 sq ftl Model: V -34 Hose Allowance Inside 0 gpm I K- Factor: 8.00 Hose Allowance Outside 250 gpm I Temperature Rating: 155 CALCULATION SUMMARY 7 Flowing Outlets gp,r. Required: 419.4 psi Required: 86.1 12 Bourg WATER SUPPLE' • Water Flow Test Pump Data Date of Test 5 -27 -2010 I Rated Capacity 0 gpm Static Pressure 231.0 psi I Rated Pressure 0.0 psi Residual Pres 97.0 psi I Elevation 0 At a Flow of 2500 gpm I Make: Elevation 0" I Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: WATER FLOW T EST CHART ��, A 5 230 - ..v....... ._.._. _,.... 220 : # I _ _ ��===�� MININHEMINI x 2'10 .:x ., =� � �_ _ ........... CC _ '. S zoo �i fi = - _' ��s = —: ., _ �� l � _ _ - �'-." C 1 Emm 90 ' .... �� 180 � r 4•111MMMINIMI r - J•11.1•111 J _J• '5� AMMO _ : _ �� '� 170 : ..,, _ � = ..tom _ s4 — __ �` �. • 160 = M_ �S = N =� =CC ;� --a' Rim 150 I �� — .�. MIMME�. = =mom = MINMENIMI ti �� m = ■ ONNIIII _ 140 � .� _ - v - �. _ Z 130 �� C. { r` r ..■�� . m 120 •= = = =C� — 77 "t � ��' 110 �= � `_ + �. =��.a� �.�� °—' 100 :C�C == , . �' ..� 80 --iwznei m -: _. __ 1 _, 7 7= __ MillEM=1111MEMEN MINUM MMIL" 1 =•111■1111■KNIMP1■1"."11111=MIN 40 ,M=Mil -�= MIME 20 = == _ m: =m =-- _ =� _ = ___ sot = ��_ _ == _ sue _ _ ___ IMINNIMIIIME 0 �� C =■.� �.m.m. �..� �.=. �� 2920 • 0 500 1000 1500 2000 2500 3000 3500 Flow, gpm Job Water Required Hose Allowance Drawn By Coca -Cola Static Pressure: 231.0 psi Pressure: 69.3 psi Inside: 0 gpm SprinkCAD Northampton, MA Residual Pressure: 97.0 psi Total Flow: 2686 gpm Outside: 500 gpm Tyco Fire Products " Flow: 2500 gpm Safety Pressure: 8.6 psi (800)495 -5541 Remote Area: 5 Date /Loc: 5 -27 -2010 @ fire pum ::: iII _______ 2 00 I . K IM Li , I Supply k' 160 I-■■- ai. __ _._ i._ S I 11111111 .r_. 1 111.9111.116 120 I , is imm. . 80 I ■■ — I11 M ■ 500 gpm hose Arill 4 0 - im WEI li _______ I IIIII _______ . . Mil. 600 900 1200 1500 1800 2100 2400 2700 3000 Flow (gpm) Coca -Cola Drawing Date: 2/25/11 12:18 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 503 TO .A7 CONTINUED 85.66 2.635 9.83 26.0 26.0 K = 16.80 503 . 2 0=120 0.00 0.0 0.0 85.66 0.022 9.83 0.2 26.0 Vel = 5.09 86.01 2.635 8.00 26.2 26.2 K = 16.80 502 C =120 0.00 0.0 0.0 171.67 0.078 8.00 0.6 26.2 Vel = 10.20 87.03 2.635 1E 2.10 26.8 26.8 K = 16.80 - 501 0=120 1T 24.71 0.6 0.0 258.70 0.167 26.82 4.5 26.8 Vel = 15.37 A7 258.70 32.0 K = 45.75 • • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12 :18 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 511 TO A5 CONTINUED 79.42 2.635 9.83 22.3 22.3 K = 16.80 510 0=120 0.00 0.0 0.0 158.51 0.068 9.83 0.7 22.3 Vel = 9.42 80.59 2.635 8.00 23.0 23.0 K = 16.80 509 0=120 0.00 0.0 0.0 239.10 0.144 8.00 1.2 23.0 Vel = 14.20 82.59 2.635 1E 2.10 24.2 24.2 K = 16.80 508 0=120 1T 24.71 0.6 0.0 321.69 0.250 26.82 6.7 24.2 Vel = 19.11 A5 321.69 31.5 K = 57.29 PATH 6 FROM HYDRAULIC REFERENCE 507 TO A6 79.32 2.635 10.00 22.3 22.3 K = 16.80 50 C=120 0.00 0.0 0.0 79.32 '0.019 10.00 0.2 22 -.3 Vel = 4.71 79.66 2.635 9.83 22.5 22.5 K = 16.80 506 C =120 0.00 0.0 0.0 158.98 0.068 9.83 0.7 22.5 Vel = 9.44 80.83 2.635 8.00 23.1 23.1 K = 16.80 505 0=120 0.00 0.0 0.0 239.81 0.145 8.00 1.2 23.1 Vel = 14.25 82.83 2.635 1E 2.10 24.3 24.3 K = 16.80 504 0=120 1T 24.71 0.6 0.0 322.64 0.252 26.82 6.7 24.3 Vel = 19.17 A6 322.64 31.7 K = 57.30 PATH 7 FROM HYDRAULIC REFERENCE 503 TO A7 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) t Coca -Cola Drawing Date: 2/25/11 12 :18 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC. REFERENCE 519 TO A3 CONTINUED 80.35 2.635 8.00 22.9 22.9 K = 16.80 517 C =120 0.00 0.0 0.0 238.39 0.144 8.00 1.1 22.9 Vel = 14.16 82.35 2.635 1E 2.10 24.0 24.0 K = 16.80 516 C =120 1T 24.71 0.6 0.0 320.73 0.249 26.82 6.7 24.0 Vel = 19.05 A3 320.73 31.3 K = 57.29 PATH 4 FROM HYDRAULIC REFERENCE 515 TO A4 78.94 2.635 10.00 22.1 22.1 K = 16.80 515 C =120 0.00 0.0 0.0 78.94 0.019 10.00 0.2 22.1 Vel = 4.69 79.27 2.635 9.83 22.3 22.3 K = 16.80 . 514 1 =120 0.00 0.0 0.0 158.21 0.067 ._ 9 0.7 22.3 Vel = 9.40 8.0.44 2.635 8.00 22.9 22.9 K = 16.80 . 513 C =120 0.00 0.0 0.0 238.65 0.144 8.00 1.2 22.9 Vel = 14.18 82.44 2.635 1E 2.10 24.1 24.1 K = 16.80 512 C =120 1T 24.71 0.6 0.0 321.09 0.249 26.8., 5,7;. 24.1 Vel = ,19.08 A4 321.09 31.4 K = 57.29 PATH 5 FROM HYDRAULIC REFERENCE 511 TO A5 79.09 2.635 10.00 22.2 22.2 K = 16.80 511 C =120 0.00 0.0 0.0 79.09 0.019 10.00 0.2 22.2 Vel = 4.70 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:18 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 527 TO W (PRIMARY PATH) 8.249 2E 55.02 35:5 35.5 A8 C =120 2T 117.88 0.0 0.0 2185.94 0.033 172.91 5.8 35.5 Vel = 13.25 W 2185.94 41.2 K = 340.42 PATH 2 FROM HYDRAULIC REFERENCE 523 TO A2 78.81 2.635 10.00 22.0 22.0 K = 16.80 523 C =120 0.00 0.0 0.0 78.81 0.019 10.00 0.2' 22.0 Vel = 4.68 - 79.14 2.635 9.83 22.2 22.2 K = 16.80 522 C =120 0.00 0.0 0.0 157.95 0.067 9.83 0.7 22.2 Vel = 9.38 80.31 2.635 8.00 22.9 22.9 K = 16.80 521 2 =120 0.00 0.0 0.0 . 238.26 0.144 8.00 1.1 22.9 Vel = 14.16 82.30 2.635 1E 2 -:10 24:0 24:0 K = 16.80 520 C =120 1T 24.71 0.6 0.0 320.57 0.249 26.82 6.7 24.0 Vel = 19.05 A2 320.57 31.3 K = 57.28 PATH 3 FROM HYDRAULIC REFERENCE 519 TO A3 78.85 2.635 10.00 22.0 22.0 K = 16.80 519 2=120 0.00 0.0 0.0 78.85 0.019 10.00 0.2 22.0 Vel = 4.68 79.18 2.635 9.83 22.2 22.2 K = 16.80 518 C =120 0.00 0.0 0.0 158.04 0.067 9.83 0.7 22.2 Vel = 9.39 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW '('GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:18 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv " * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 527 TO W (PRIMARY PATH) 78.80 2.635 10.00 22.0 22.0 K = 16.80 527 C =120 0.00 0.0 0.0 78.80 0.019 10.00 0.2 22.0 Vel = 4.68 79.13 2.635 9.83 22.2 22.2 K = 16.80 526 C =120 0.00 0.0 0.0 157.93 0.067 9.83 0.7 22.2 Vel = 9.38 80.30 2.635 8.00 22.8 22.8 K = 16.80 525 C =120 0.00 0.0 - 0.0 238.23 0.144 8.00 1.1 22.8 Vel = 14.15 82.29 2.635 1E 2.10 24.0 24.0 K = 16.80 524 C =120 1T 24.71 0.6 0.0 320.52 0.248 26.82 6.7 24.0 Vel = 19.04 8.249 9.04 31,3 31.3 Al C =120 0 ":00 0.0 0 :0 320.52 0.001 9.04 0.0 31.3 Vel = 1.94 320.57 8.249 9.04 31.3 31.3 A2 C =120 0.00 0.0 3.0 See PATH 2 641.09 0.003 9.04 0.0 31.3 Vel = 3•.89 320.73 8.249 9 :04 31.3 31.3 A3 C =120 0.00 0.0 0.0 See PATH 3 961.83 0.007 9.04 0.1 31.3 Vel = 5.83 321.09 8.249 9.04 31.4 31.4 A4 C =120 0.00 0.0 0.0 See PATH 4 1282.91 0.012 9•.04 - 0.1 31.4 Vel = 7.78 321.69 8.249 9.53 31.5 31.5 A5 C =120 0.00 0.0 0.0 See PATH 5 1604.60 0.019 9.53 0.2 31.5 Vel = 9.73 322.64 8.249 10.00 31.7 31.7 A6 C =120 0.00 0.0 0.0 See PATH 6 1927.24 0.026 10.00 0.3 31.7 Vel = 11.68 258.70 8.249 1T ' 6 :23 32.0 32.0 A7 C =120 38.92 0.0 0.0 See PATH 7 2185.94 0.033 104.16 3.5 32.0 Vel = 13.25 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:18 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSIN)) (PSI) (GPM) (GPM) (GPM /SQ.FT) 501 39.00 16.80 26.8 87.0 78.8 0.87 502 39.00 16.80 26.2 86.0 78.8 0.86 503 39.00 16.80 26.0 85.7 78.8 0.86 504 39.00 16.80 24.3 82.8 78.8 0.83 505 39.00 16.80 23.1 80.8 78.8 0.81 506 39.00 16.80. 22.5 79.7 78.8 0.80 507 39.00 16.80 22.3 79.3 78.8 0.79 508 39.00 16.80 24.2 82.6 78.8 0.83 509 39.00 16.80 23.0 80.6 78.8 0.81 510 39.00 16.80 22.3 79.4 78.8 0.79 511 39.00 16.80 22.2 79.1 78.8 0.79 512 39.00 16.80 24.1 82.4 78.8 0.82 513 39.00 16.80 22.9 80.4 78.8 0.80 514 39.00 16.80 22.3 79.3 78.8 0.79 515 39.00 16.80 22.1 78.9 78.8 0.79 516 39.00 16.80 24.0 82.3 78.8 0.82 517 39.00 16.80 22.9 80.4 78.8 0.80 518 39.00 16.80 22.2 79.2 78.8 0.79 519 39.00 16.80 22.0 78.9 78.8 0.79 520 39.00 16.80 24.0 82.3 78.8 0.82 521 39.00 16.80 22.9 80.3 78.8 0.80 522 39.00 16.80 22.2 79.1 78.8 0.79 523 39.00 16.80 22.0 78.8 78.8 0.79 524 39.00 16.80 24.0 82.3 78.2 7.62 525 39.00 16.80 22.8 80.3 ' 78.8 ' 0.80 526 39.00 16.80 22.2 79.1 . 78.8 0.79 527 39.00 16.80 22.0 78.8 78.8 0.79 Al 37.50 31.3 A2 37,50 31.3 A3 37.50 31.3 A4 37.50 31.4 A5 37.50 31.5 A6 37.50 31.7 A7 37.50 32.0 A8 37.50 35.5 W 37.50 41.2 Max velocity of 19.17 occurs in the pipe from 504 TO A6 Coca -Cola Drawing Date: 2/25/11 12:18 Page 3 FITTING NAME TABLE ABBREV: NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.453 x , iai ae in alevac±on Pf Friction loss (psi) to fitting where Pf = _ x 4.52 x (Q /C) / 2D'4.E7 Pv Velocity pressure (psi) - where Pv = 0.001123 x Q /ID'4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Coca -Cola Drawing Date: 2/25/11 12:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 2186 41.2 psi 1 Pipe 8" 10x21 CSC Grvd 38' 120 8.249 2186 1.3 Elevation'; Change .37' 6!' 16.2 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2186 0.4 1 8" Grvd Check Valve VIC "717" 93301 45' 120 8.071 2186 1.7 1 8" Grvd Deluge Valve Tyco "DV -5" CHART LOSS 2186 4.0 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2186 0.4 1 8" Groove -O -Let 35' 120 8.071 2186 1.4 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 2186 0.1 1 8" Grvd Tee FIRELOCK 35' 120 8.071 2186 1.4 1 8" Flngd 90 Ell 18' 120 8.071 2186 0.7 1 Pipe 8" DIx18 25' 140 8.390 2186 0.6 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref R1 Required at Source 2686 69.3 psi Water Source231.0 psi static, 97.0 psi residual @ 2500 gpm 2686 gpm 78.0 psi SAFETY PRESSURE 8.6 psi Available Pressure of 78.0 psi Exceeds Required Pressure of 69.3 psi This is a safety margin of 8.6 psi or 11 % of Supply Maximum Water Velocity is 19.2 fps Coca -Cola Drawing Date: 2/25/11 12:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca -Cola Location: Northampton, MA Drawing Date: Remote Area Number: 5 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. Marlboro, MA • Designer: R.L. d ivliGr{ j , , , Calculated By:SprinkCAD ,;c� S \'T, iiir www . sprinkcad. com FIRE FROTEC ON :71 I 451 N. Cannon Ave. No. 399,7 .4 Lansdale, PA 19446 Construction: Steel Occupancy:Storage Reviewing Authorities:Northhampton Fire Dept. �.r' SYSTEM DESIGN Code:Quell Data Hazard:Class 2 System Type:WET Area of Sprinkler Oper. 2250 sq ft) Sprinkler or Nozzle Density (gpm /sq ft) 0.708 ( Mal-e,: ?7 TYC Area per Sprinkler 100.0 sq ft ( Model: ' K17 Hose Allowance Inside 0 gpm 1 K- Factor:16.80 Hose Allowance Outside 500 gpm 1 Temperature Rating: 286 CALCULATION SUMMARY 27 Flowing Outlets ;p.m Required: 2685.9 psi Required: 69.3 q Source WATER'SUPPLY Water Flow Test 1 Pump Data Date of Test 5 -27 -2010 1 Rated Capacity 0 gpm Static Pressure 231.0 psi 1 Rated Pressure 0.0 psi Residual Pres 97.0 psi 1 Elevation, 0 At a Flow of 2500 gpm 1 Make: Elevation 0" 1 Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: . _ . , WATER FLOW TEST CHART �� A -.. - 4 230 _ _ `__ 220 E - � � _ i . ! - ° � ` � ■ IIMINUMENNE =� ° � = 210 . � _ _ _ 200 _ � � � _.� ■ 190 � .1 - _ ��..�_ �ir .ter -t �� =��.�=�M � a� 1 $0 . fir �i..►��s � � w..- 1 i � —� ME �iiii =i= _ 1 50 . . � C� MIMI 140 i C �' ' - � C � - 71M 7 _ _ ... i '- , _ .- =......, _ 1 -...MMATIP■M I A. ,. 1212 7 2 t .....M. _..... _ , a 130 .�ia��== ..�. �_T��. r _ m 1 20 ..C + : ' ��C�t� -� ,- . „ 11 0 0111M1M11■11■111111 M.....E MEM MEM iii °-' 100 _ p . : �'°' - ?� _ _ 11111•1111 90 =IIIIII.'ME........---e.._. _ .„._ - [ - ...��° = 60 �C = ® T _ Cam= 11111111•1= 01111■11=11•1• 50 ..........021m...== _ � __ � .�.� ss �= nommanum MEMIMimm= 3 ti p _ _ 602 gg am.. MIMI MINN ommill■••••11i OE Tr EIMICIIMICI KNIIIMM11■1= 0 - 2920 0 500 1000 1500 2000 2500 3000 3500 Flow, gpm Job Water Required Hose Allowance Drawn By . Coca -Cola Static Pressure: 231.0 psi Pressure. 79.0 psi Inside: 0 gpm SprinkCAD Northampton, MA Residual Pressure: 97.0 psi Total Plow' 2552 gpm Outside: 500 gpm Tyco Fire Products Flow: 2500 gpm Safety Pressure: 12.9 psi (800)495 -5541 Remote Area: 4 Date/Loc: 5 -27 -2010 @ fire pum 2801 , -- i 240 - - — — - - 200 - - • Supply 160 i —1- P S _ ITT'''''''---... 120 — - I 80 500 gpm hose 40 - — — 600 900 1200 1500 1800 2100 2400 2700 3000 Flow (gpm) Coca -Cola Drawing Date: 2/25/11 12:18 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 5 FROM HYDRAULIC REFERENCE 405 TO B5 CONTINUED 80.12 2.635 10.00 22.7 22.7 K = 16.80 405 C =120 0.00 0.0 0.0 80.12 0.019 10.,00 0.2 22.7 Vel = 4.76 80.45 2.635 10.00 22.9 22.9 K = 16.80 404 C =120 0.00 0.0 0.0 160.57 0.069 10.00 0.7 22.9 Vel = 9.54 81.66 2.635 10.00 23.6 23.6 K = 16.80 403 C =120 0.00 0.0 0.0 242.22 0.148 10.00 1.5 23.6 Vel = 14.39 84.18 2.635 10.00 25.1 25.1 K = 16.80 402 C =120 0.00 0.0 0.0 326.40 0.257 10.00 2.6 25.1 Vel = 19.39 88.38 2.635 1E 2.75 27.7 27.7 K = 16.80 401 C =120 1T 24.71 0.6 0.0 414.78 0.400 27.46 11.0 27.7 Vel = 24.64 B5 414:78 39.3 K = 6.6.15 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Afor Coca -Cola Drawing Date: 2/25/11 12:18 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 415 TO B3 CONTINUED 83.05 2.635 10.00 24.4 24.4 K = 16.80 412 0=120 0.00 0.0 0.0 322.03 0.251 10.00 2.5 24.4 Vel = 19.13 87.21 2.635 1E 2.75 26.9 26.9 K = 16.80 411 C =120 1T 24.71 0.6 0.0 409.24 0.390 27.46, 10.7 26.9 Vel = 24.31 'B3 409.24 38.3 K = 66.11 PATH 4 FROM HYDRAULIC REFERENCE 410 TO B4 79.44 2.635 10.00 22.4 22.4 K = 16.80 410 C =120 0.00 0.0 0.0 79.44 0.019 10.00 0.2 22.4 Vel = 4.72 79.77 2.635 10.00 22.5 22.5 K = 16.80 409 0=120 . C.00 0.0 159.21 0.068 10.00 0.7 22.5 Vel = 9.46 80.97 2.635 10.00 - 23.2 23.2 K = 16.80 408 0=120 0.00 0.0 0.0 240.18 0.146 10.00 1.5 23.2 Vel = 14.27 83.47 2.635 10.00 24.7 24.7 K = 16.80 407 0=120 0.00 0.0 0.0 323.65 0.253 10.00 2.5 24.7 Vel = 19.23 87.64 2.635 1E 2.75 27.2 27.2 K = 16.80 406 0=120 1T 24.71 0.6 0.0 411.29 0.394 27.46 10.8 27.2 Vel = 24.44 B4 411.29 38.7 K = 66.12 PATH 5 FROM HYDRAULIC REFERENCE 405 TO B5 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date; 2/25/11 12:18 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn W 2051.58 52.1 K = 284.09 PATH 2 FROM HYDRAULIC REFERENCE 420 TO B2 78.85 2.635 10.00 22.0 22.0 K = 16.80 420 C =120 0.00 0.0 0.0 78.85 0.019 10.00 0.2 22.0 Vel = 4.68 79.18 2.635 10.00 22.2 22.2 K = 16.80 419 C =120 0.00 0.0 0.0 158.04 0.067 10.00 0.7 22.2 Vel = 9.39 80.37 2.635 10.00 22.9 22.9 K = 16.80 418 C =120 0 O0 0.0 0.0 238.41 0.144 10.00 1.4 22.9 Vel = 14.16 82.86 2.635 10.00 24.3 24.3 K = 16.80 417 C =120 0.00 0.0 0.0 321.26 0.250 10.00 2.5 24.3 Vel = 19.09 87.0 2.63E 15 2.75 26.8 26.8 K = 16.80 416 C =120 1T 24.71 0.6 0.0 408.27 0.389 27.46 10.7 26.8 Vel = 24.26 B2 408.27 38.1 K = 66.10 PATH 3 FROM HYDRAULIC REFERENCE 415 TO B3 79.04 2.635 10.00 22.1 22.1 K = 16.80 415 C =120 0.00 0.0 0.0 79.04 0.019 10.00 0.2 22.1 Vel = 4.70 79.37 2.635 10.00 22.3 22.3 K = 16.80 414 C =120 0'.00 •0.0' 0.0 158.41 0.067 10.00 0.7 22.3 Vel = 9.41 80.56 2.635 10.00 23.0 23.0 K = 16.80 413 C =120 0.00 0.0 0.0 238.98 0.144 10.00 1.4 23.0 Vel = 14.20 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12 :18 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv * * * * * ** NOTES * * * * * ** POINT Qt Pf /ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 425 TO W (PRIMARY PATH) 78.80 2.635 10.00 22.0 22.0 K = 16.80 425 0=120 0.00 0.0 0.0 78.80 0.019 10.00 0.2 22.0 Vel = 4.68 79.13 2.635 10.00 22.2 22.2 K = 16.80 424 0=120 0.00 0.0 0.0 157.93 0.067 1.0,00 0.7 22.2 Vel = 9.38 80.32 2.635 10.00 22.9 22.9 K = 16.80 423 0=120 0.00 0.0 0.0 238.25 0.144 10.00 1.4 22.9 Vel = 14.15 82.80 2.635 10.00 24.3 24.3 K = 16.80 422 0=120 0.00 0.0 0.0 321.05 0.249 10.00 2.5 24.3 Vel = 19.07 86.95 2.635 1E 2.75 26.8 26.8 K = 16.80 421 0=120 1T 24.71 0.6 0.0 408.00 0.388 27.46 10.7 26.8 Vel = 24.24 6.357 9.04 35.1 35.1 __ ' C =120 • 0.00 . 0.0 0.0 408.00 -0.005 9.04 0,0 38.1 Vel = 4.16 408.27 6.357 9.04 38.1 38.1 B2 C =120 0.00 0.0 0.0 See PATH 2 816.27 0.019 9.04 0.2 38.1 Vel = 8.33 409.24 6.357 9.04 38.3 38.3 B3 C =120 0.00 0..0 0,0 See PATH 3 1225.51 0.041 9.04 0.4 38.3 Vel = 12.51 411.29 6.357 9.04 38.7 38.7 B4 C =120 0.00 0.0 0.0 See PATH 4 1636.80 0.070 9.04 0.6 38.7 Vel = 16.71 414.78 6.357 1T 35.03 39.3 39.3 B5 C =120 37.72 0.0 0.0 See PATH 5 2051.58 0.106 72.75 7.7 39.3 Vel = 20.94 8.249 2E 55.02 47.0 47.0 A8 0=120 2T 117.88 0.0 0.0 2051.58 0.030 172.91 5.1 47.0 Vel = 12.44 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Coca -Cola Drawing Date: 2/25/11 12:18 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K- FACTOR FLOW FLOW DENSITY (FT) (GPM /(PSI (PSI) (GPM) (GPM) (GPM /SQ.FT) 401 39.00 16.80 27.7 88.4 78.8 0.88 402 39.00 16.80 25.1 84.2 78.8 0.84 403 39.00 16.80 23.6 81.7 78.8 0.82 404 39.00 16.80•, 22.9 80.5 78.8 0.80 405 39.00 16.80 22.7 80.1 78.8 0.80 406 39.00 16.80 27.2 87.6 78.8 0.88 407 39.00 16.80 24.7 83.5 78.8 0.83 408 39.00 16.80 23.2 81.0 78.8 0.81 409 39.00 16.80 22.5 79.8 78.8 0.80 410 39.00 16.80 22.4 79.4 78.8 0.79 411 39.00 16.80 26.9 87.2 78.8 0.87 412 39.00 16.80 24.4 83.1 78.8 0.83 413 39.00 16.80 23.0 80.6 78.8 0.81 414 39.00 16.80 22.3 79.4 78.8 0.79 415 39.00 16.80 22.1 79.0 78.8 0.79 416 39.00 16.80 26.8 87.0 78.8 0.87 417 39.00 16.80 24.3 82.9 78.8 0.83 418 39.00 16.80 22.9 80.4 78.8 0.80 419 39.00 16.80 22.2 79.2 78.8 0.79 420 39.00 16.80 22.0 78.9 78.8 0.79 421 39.00 16.80 26.8 86.9 78.8 0.87 422 39.00 16.80 24.3 82.8 78.8 0.83 423 39.00 16.80 22.9 80.3 78.8 0.80 424 39.00 26.80 22.2 78.2 78.6 0.79 - 425 39.00 16.80 22.0 78.8 78.8 0.79 A8 37.50 47.0 131 37.50 30.1 . 132 37.50 38.1 B3 37.50 38.3 B4 37.50 38.7 B5 37.50 39.3 W 37.50 52.1 Max velocity of 24.64 occurs in the pipe from 401 TO B5 Coca -Cola Drawing Date: 2/25/11 12:18 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K _FACTOR Flow factor for open head or path where Flow (gpm) = K x - \/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf /ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above.,_ TOTAL Total length (PIPE + F`ING'S) Pt Total. pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = C.432 x change in elevation Pf • Friction loss ( to fitting .where Pf = 1 x 4.52 x (Q /C) / ID'4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q /ID'4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Coca -Cola Drawing Date: 2/25/11 12:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 4 2052 52.1 psi 1 Pipe 8" 10x21 CSC Grvd 38' 120 8.249 2052 1.1 Elevation Change 37'6" 16.2 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2052 0.4 1 8" Grvd Check Valve VIC "717" 93301 45' 120 8.071 2052 1.5 1 8" Grvd Deluge Valve Tyco "DV -5" CHART LOSS 2052 3.6 1 8" Grvd Butterfly Valve VIC "708W" 12' 120 8.071 2052 0.4 1 8" Groove -O -Let 35' 120 8.071 2052 1.2 1 Pipe 8" 10x21 CSC Grvd 3' 120 8.249 2052 0.1 1 8" Grvd Tee FIRELOCK 35' 120 8.071 2052 1.2 1 8" Flngd 90 Ell 18' 120 8.071 2052 0.6 1 Pipe 8" DIx18 25' 140 8.390 2052 0.5 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref R1 Required at Source 2552 79.0 psi Water Source231.0 psi static, 97.0 psi residual @ 2500 gpm 2552 gpm 91.8 psi SAFETY PRESSURE 12.9 psi Available Pressure of 91.8 psi Exceeds Required Pressure of 79.0 psi This is a safety margin of 12.9 psi or 14 % of Supply Maximum Water Velocity is 24.6 fps • t Coca -Cola Drawing Date: 2/25/11 12:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Coca - Cola Location: Northampton, MA Drawing Date: Remote Area Number: 4 Contractor: EFP Telephone:508- 485 -8183 237 Cedar Hill St. -� Marlboro, MA �,Y- , .0 _ O F /4: Designer: R.L. :_ 4�� MICH ^, EI,,! ��. i+ca� l> Calculated By: SprinkCAD www.s c°_s r IRrcTION rinkcad.com h No. 3997• ijr 451 N. Cannon Ave. . ; -5S)3-9e Lansdale, PA 19446 Ox 7 -,,,,,,,-0 Construction: Steel Occupancy:Storage .,•'•' Reviewing Authorities:Northhampton Fire Dept. SYSTEM DESIGN Code:Quell Data Hazard:Class 2 System Type:WET Area of Sprinkler Oper. 2250 sq ftl Sprinkler or Nozzle Density (gpm /sq ft) 0.788 I Make: TYC Area per Sprinkler 100.0 sq ftl Model: K17 Hose Allowance Inside 0 gpm I K- Factor:16.80 Hose Allowance Outside 500 gpm I Temperature Rating: 286 CALCULATION SUMMARY 25 Flowing Outlets gpm Required: 2551.6 psi Required: 79.0 @.Source . WATER SUPPLY • Water Flow Test I Pump Data Date of Test 5 -27 -2010 I Rated Capacity 0 gpm Static Pressure 231.0 psi I Rated Pressure 0.0 psi Residual Pres 97.0 psi I Eldvatioa: IJ At a Flow of 2500 gpm I Make: Elevation 0" I Model: Location: @ fire pump discharge Source of Information: Calculated SYSTEM VOLUME 6290 Gallons Notes: • . . v WATER FLOWTEST CHART -5I 230 - __.. _._ _ _. . _ __ __._ _ ....__ ._.w _._...__w_ ,____ =.05 ---_--m=======........... ..,,,, _ , .=========■ - - - MI■M ' A' - . :ate - - t -- � - -�� 210 �r� �i-_ I J• .lf7 l �ii - � _ ii�� 200 ` +:e . �� =:sue • If 190 6.` i �� Ism 1 80 . . ; w:. _- __ ....M. � =ii.�ii =ii 160 �_ —- = .:= 'si =�o� 150 ��C i � � — �� iii.�. ■C�3.'� 1 40 riiiii - i 'w 130 �� - �,, ' =m= aii • '" NUMMI Q. 120 - ' t a . =Eiz==u== _ ! t �z..41 == ��.. �� w 110 __ _� _ . 0 ... .......... N ...ii �� _. _ �' _ . - �� _� ... Pte -_ . i 00 N .,- ______...... ,......,........... 80 Min IIIIIIIMIIIIIIIMII. -- - �� . ii��i�.■■�, "fir __. ===='�'� . •�� .2 70 - M =_�_ _� Mme"' ® ®CT _ ��_ = �__ 60 =---- ---- -- 1- � m =_ __ 60 limm r Milli E MINMNI=11===1111110=11. Main 40 = = = = iii 4 MII - ��===iii i iii 20 = _ — _ .�.._ 602 ='01•11 10 __ -==milme`Mmillilwiwiqemmoimulw _! m � = ��ii _ — ": -__"{_ ._ I�.i =. i ,- 2920 = • 0 500 1000 1 500 2000 2500 3000 3500 Flow, gpm Coca Cola - Northampton, MA (Site Supply) PAGE 2 FITTING Equivalent Length per NFPA 13 1994, 6 -4.3 ' -' Indicates Equivalent Length. 'T' Indicates Threaded Fitting 1 =45 Elbow, 2 =90 Elbow, 3 ='T' /Cross, 4= Butterfly Valve, 5 =Gate Valve, 6 =Swing Check Valve FROM TO FLOW PIPE FITS EQV. H -W PIPE DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) (ft) C TYPE (in) (psi) (psi) (psi) (psi) (psi) 1 2 2500.00. 8.00 652 86.19 120 2 10.374 0.014 0.000 116.35 115.02 1.33 2 3 2500.00 20.00 253 123.09 140 111 10.580 0.010 0.867 115.02 112.77 1.38 3 4 1357.22 200.00 0 0.00 140 111 8.550 0.009 0.000 112.77 111.02 1.76 4 5 1357.22 115.00 33 130.19 140 111 8.550 0.009 0.000 111.02 108.86 2.16 5 6 1357.22 175.00 112 57.65 140 111 8.550 0.009 0.000 108.86 106.81 2.04 6 7 1357.22 850.00 2 24.17 140 111 8.550 0.009 0.000 106.81 99.13 7.68 7 8 %- 1142.78 700.00 2 24.17 140 111 8.550 0.006 0.000 99.13 103.76 -4.63 8 9 %- 1142.78 590.00 11 33.47 140 111 8.550 0.006 0.000 103.76 107.74 -3.99 9 10 %- 1142.78 385.00 22 48.35 140 111 8.550 0.006 0.000 107.74 110.51 -2.77 10 11 %- 1142.78 130.00 1 16.74 140 111 8.550 0.006 0.000 110.51 111.45 -0.94 11 3 %- 1142.78 190.00 1 16.74 140 111 8.550 0.006 0.000 111.45 112.77 -1.32 7 13 2500.00 5.00 35 72.53 140 111 8.550 0.027 0.000 99.13 97.02 2.11 A MAX. VELOCITY OF 13.96 ft. /sec. OCCURS BETWEEN REF. PT. 7 AND 13 Sprinkler -CALC Release 7.2 Win By Walsh Engineering Inc. North Kingstown R.I. U.S.A. Coca Cola - Northampton, MA (Site Supply) PAGE 1 HYDRAULIC CALCULATIONS AT SPECIFIED FLOW THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ 3 REMOTE AREA Elevation of sprinklers = Elevation above water test. REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 13 253.80 2.00 2500.00 97.02 THE SPRINKLER SYSTEM FLOW IS 2500.00 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ 1 YARD HYDT. FLOW IS 0.00 gpm THE FOLLOWING PRESSURES & FLOWS OCCUR - - -> AT REF. PT. 1 < - -- STATIC PRESSURE 231.00 psi RESIDUAL PRESSURE 90.00 psi AT 2800.00 gpm TOTAL SYSTEM FLOW 2500.00 gpm AVAILABLE PRESSURE 116.69 psi AT 2500.00 gpm OPERATING PRESSURE 116.35 psi AT 2500.00 gpm PRESSURE REMAINING 0.34 psi • a i H Y D R A U L I C C A L C U L A T I O N S C O V E R S H E E T Coca Cola - Northampton, MA (Site Supply) W A T E R S U P P L Y STATIC PRESSURE (psi) 231 RESIDUAL PRESSURE (psi) 90 RESIDUAL FLOW (gpm) 2800 B O O S T E R P U M P S NUMBER OF BOOSTER PUMPS 0 S P R I N K L E R S MINIMUM FLOW PER SPRINKLER (gpm) 2500 MINIMUM PRESSURE PER SPRINKLER (psi) 97.02 THIS SYSTEM OPERATES AT A FLOW OF 0.00 cum AT A PpFC OF 0.00 psi AT THE BASE OF THE RISER (REF. PT. PIPES USED FOR THIS SYSTEM 002 SCHEDULE 10 111 DUCTILE IRON (350) r el Rai `' AL • • ID Pi ., �3 Y No. 39974 / • SECTION 3 The Northampton Fire Department shall witness the Fire Sprinkler System Acceptance Testing. Respect m fi{ uy —1014 3 f� M' • . Joanis, P.E. � w � / cti ire Protection Engineer © te,,, 01\In 1.4 J: \NEW JOBS \COCA COLA NORTHAMPTON\building permit narrative 3-1 1-1 1.doc Coca Cola 5 3/11/2011 45 Industrial Drive, Northampton, MA a) The Fire Sprinkler System design for this building and described by this Narrative are based on the prescriptive requirements identified in Section 3 above. b) There were no interpretations or clarification between the prescriptive design criteria and code requirements necessary for these systems. c) The intend is to use a "Alternative Fire Protection Design Methodology — Independent Engineering Review" as outlined in section 901.7.2.1 of the Massachusetts State Building Code (780 CMR, 7th edition) and as permitted by NFPA 13, 2007 edition, sections 1.5 for Equivalency and 1.6 for New Technology. It is our intention to provide equivalency to the prescriptive requirements of the building code for use of a Tyco Quell fire suppression system for protection of the freezer warehouse areas of the building. We will make application to the State Building Code Appeals Board as provided in 780 CMR section 122.0. lb) Sequence of Operation The wet pipe sprinkler system will respond to an abnormal high temperature at the rating for each type sprinkler. When the heat responsive element actuates, the sprinkler will allow water to flow to control the fire, start the fire pump, and continue to flow water until manually shut off. A flow from ONLY one (1) sprinkler will activate the water flow alarm on the Sprinkler Riser and close a contact in the Fire Alarm Control Panel (e.g. installed BY OTHERS) and cause a Fire Alarm in accordance with the Fire Alarm Control Panel design and notify the Northampton Fire Department. The Quell pre- action sprinkler systems will respond to an abnormal high temperature via linear heat detection and automatic sprinklers. When the linear heat detection and the sprinkler fusible element actuate, the sprinkler system will allow water to fill the fire protection system piping and flow from fused and open sprinklers to control the fire, start the fire pump, and continue to flow water until manually shut off. A flow from ONLY one (1) sprinkler will activate the water flow alarm on the Sprinkler Riser and close a contact in the Fire Alarm Control Panel (e.g. installed BY OTHERS) and cause a Fire Alarm in accordance with the Fire Alarm Control Panel design and notify the Northampton Fire Department. 1 c) Testing Criteria SECTION 1 a) Environmental Fire Protection will be responsible to all fire protection system testing. Hydrostatic testing of system components will be conducted at 200 psi for two hours as required by NFPA 13, 2007 edition. b) NFPA13, 2007 edition, test certificates and final 780 CMR affidavits will be provided. c) The general contractor shall coordinate acceptance testing between trades and code officials. SECTION 2 Environmental Fire Protection will provide all required equipment and tools for testing the fire protection system. Coca Cola 4 3/11/2011 45 Industrial Drive, Northampton, MA plastic bottles) stored in single, double, or multiple row racks, to a maximum storage height of 32 feet, with a 36 foot ceiling height, on pallets, with no in rack sprinklers. Design includes the use of Tyco Ultra K +17 (TY7103) sprinklers with 286 degree F temperature rating, 100 sf or 10 foot maximum spacing, 80 sf or 8 foot minimum spacing, and minimum 30 psi operating pressure on the hydraulically most remote 25 sprinklers operating. Minimum water delivery time to operating sprinklers is 8 seconds and maximum water delivery time to operating sprinklers is 25 seconds. Minimum 36 inches of clearance required from top of storage to sprinkler deflector. Fire protection system piping shall be 1" schedule 40 threaded and 1 ' /2" thru 4" schedule 10 welded and grooved and 6" and larger schedule 10 welded and grooved. All wet pipe fire protection system piping is black steel. All dry pipe and pre- action system fire protection piping is galvanized. c) Standpipe System: Not applicable. Existing occupant use hose valves in the cooler and freezer will be removed. d) Fire alarm system by others. Fire protection system tamper switches, flow switches and fire pump to be monitored by the base building fire alarm system. e) Automatic fire extinguishing systems are not applicable. f) Manual fire suppression systems include standpipe system as noted above and fire extinguishers by others. g) Smoke control /management system is not applicable. h) Kitchen cooking equipment and exhaust system is not applicable. i) Emergency power equipment by others. Emergency power is provided for the fire pump j) No hazardous materials monitoring equipment. k) All fire protection system equipment and piping will be provided with seismic protection in accordance with NFPA 13, 2007 edition. SECTION 5 a) Building Occupant notification and evacuation procedures are the responsibility of the owner. b) Emergency response personnel, site and systems features are not applicable. c) Safeguards, fire prevention and emergency procedures during construction and impairment plans associated are the responsibility of General Contractor. d) Method of FUTURE System Testing and Maintenance shall be in accordance with NFPA 25 and it is the responsibility of the owner. SECTION 6 Coca Cola 3 3/11/2011 45 Industrial Drive, Northampton, MA a) The Sprinkler Systems will be designed and installed in accordance with the Commonwealth's State Building Code, 780CMR, seventh edition, and NFPA 13, 2007 edition. b) The Fire Sprinkler System will meet the applicable requirements in NFPA 13 -2007 edition for equivelancy. c) MGL 148 section 26G is applicable. d) 527 CMR Fire Prevention Regulations is applicable. e) Northampton Fire Prevention local ordinances were considered. f) Non applicable. g) OSHA and ADA laws are applicable. SECTION 3 Option C — Design Build by Environmental Fire Protection. Engineer of Record is: Michael J. Joanis, PE (MA #39974) Environmental Fire Protection, 237 Cedar Hill Road, Marlborough, MA 01752 Office: (508) 485 -8183 mjoanis @sprinklers- r- us.com SECTION 4 a) Water supply is provided from the existing city water mains in Industrial Drive to the site via existing 10" water main. Water supply is provided by the Northampton Water Department. Fire mains on site are 8" loop with fire hydrants located on all four sides of the building and a fire hydrant located within 100 feet of the fire department connections. b) Complete automatic wet pipe sprinkler protection throughout all heated building areas; complete automatic dry pipe sprinkler protection for the unheated Loading Dock; Tyco Quell pre- action sprinkler protection for the unheated Cooler and Freezer Storage Areas. Single 10" connection to the city water mains. New 2,000 gpm @ 100 psi diesel fire pump located in the existing fire pump house on site. Fire pump will pre start upon an alarm condition from the Tyco Quell pre- action system control panels. Automatic wet pipe sprinkler protection is hydraulically designed to provide 0.10 gpm/sf over 1,500 sf with a 100 gpm outside hose allowance and a maximum sprinkler spacing of 225 sf per sprinkler for protection of light hazard office space. Automatic wet pipe sprinkler protection is provided above the ceilings in void spaces as required by the Northampton Fire Department. Automatic dry pipe sprinkler protection for the loading dock is hydraulically designed to provide 0.20 gpm/sf over 1,950 sf with a 250 gpm outside hose allowance and a maximum sprinkler spacing of 130 sf per sprinkler for protection of ordinary hazard group II (miscellaneous storage of Class III commodities to a maximum height of 12 feet per NFPA 13, 2007 edition, section 13.2.1) loading dock areas. Tyco Quell Systems are hydraulically designed in accordance with the manufacture's installation instructions. Systems are designed to protect Class II commodities (non combustible liquid filled Coca Cola 2 3/I1/2011 45 Industrial Drive, Northampton, MA • a MA Cont. Lic. # SC 000669 RI Cont. Lic. # 8235 CT F1 Lic. # 40528 ENVIRONMENTAL FIRE PROTECTION, IN . 1 A Leader in the Fire Protection Sprinkler Industry Since 1976 ,,, 6 ,, ('''' 2 5 \------ / March 11, 2011 ... Office of the Building Commissioner Puchalski Municipal Building 212 Main Street Northampton, MA 01060 Attn: Louis Hasbrouck, Building Commissioner Re: Permit #BP- 2011 -0017 Proposed Tyco Quell Fire Protection System Area B & C Proposed Cooler and Freezer Warehouse Coca Cola, 45 Industrial Drive, Northampton, MA BUILDING PERMIT NARRATIVE REPORT IN ACCORDANCE WITH THE GUIDE ISSUED BY THE STATE 1 a) Basis of Design Methodology SECTION 1 a) Building Use Group: Storage S -1 Warehouse (Cooler 35 F and Freezer 0 F Warehouse) b) Total Square Feet: Total Building 472,800 sf, Area of work 47,300 sf c) Building Height: Partial two story and mezzanine - 36 feet d) Number of Stories Above Grade: One plus partial second floor and mezzanines e) Number of Stories below Grade: None f) Square Footage per Floor: 472,800 first floor g) Types of occupancies (hazards) within the building: Storage of Class II commodities (non combustible liquid filled plastic bottles) on racks to a maximum storage height of 32 feet with a 36 foot ceiling height. h) Construction Type: Type 2B unprotected steel construction i) No dedicated Hazardous Materials Storage room j) Storage of Class II commodities on racks to a maximum storage height of 32 feet with a 36 foot ceiling height. k) Fire department emergency vehicle access is existing to remain to all four sides of the building via public streets and paved on site fire lanes. SECTION 2 Coca Cola 1 3/11/2011 45 In(liisirl ear i r1 - tree ' 'arlboro MA 01752 (508) 485 -8183 • Fax (508) 481 -2085 www.sprinklers -r- us.com 4 .441 4 1 w.• 4 4 4,L 4 4 A 3 , _D (7 9_5A ig 5 SEP -62011 August 30, 2011 HIXSON OEPC OF BUILDING INSPECTIONS Mr. Louis Hasbrouk, Bu City of Northampton 212 Main Street, Room 100 Northampton, MA 01061 Re: Coca -Cola Line Additions Project 45 Industrial Drive, Northampton, MA Hixson Job. No. 7588 Dear Mr. Hasbrouk: Being registered professional Architects and Engineers, we hereby certify that we have directly prepared all design plans, computations, and specifications concerning ARCHITECTURE and ENGINEERING for the above project and that, to the best of our knowledge, such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, aii acceptable engineering practices, and applicable laws and ordinances for the proposed use and occupancy. Based on our site observations and to the best of our knowledge, information and belief, the portion of the work indicated above has been completed in compliance with the applicable provisions of the Massachusetts State Building Code per section 116.2.1 and the contract documents prepared by our office. , 6 HIXSON ' NO 30616 CINCINNATI T omas J. Hellmann, A.I.A., NCARB, LEED AP omoO Sr. Vice President/Director of ' OF Architecture & Interior Design 70 � 1 cg' w:LLIAM H William H. Wiseman, P.E. r `w ell � Sr. Vice President, Director CIVIL Technical Operations V. 36983 & Civil Engineering ` ANAL. O Mark S. Frey, P.E. f � 1 ' 11 Senior Vice Preside t/ Director of Engineering MARKS. Mechanical and Electrical Systems FRS' ELECTRICAL cc: Jerry Goodsell i tteregg p o e Allyn Brice -. Stelios Vafiadis (59 V'an Alelei Sired Cincinnati, Ohio H:A 00758800 \Opcenter\Letters \7588_40_MA Licensing_Letter_083011.Doc 513 .41 I21() I \ \513_41I'_S' Planning - Decision City of Northampton Hearing No.: PLN -2010 -0026 Date: January 15, 2010 expansion. This was based on information indicating that there is a surplus on site. (6) The requested use bears a positive relationship to the public convenience or welfare. The use will not unduly impair the integrity of character of the district or adjoining zones, nor be detrimental to the health, morals, or general welfare. The use shall be in harmony with the general purpose and intent of the ordinance. (7) if applicable, the requested use will promote City planning objectives to the extent possible and will not adversely affect those objectives, as defined in City master or study plans adopted under MGL c. 41, § 81C and 81D. COULD NOT DEROGATE BECAUSE. FILING DEADLINE: MAILING DATE. HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 12/24/2009 1/7/2010 1/28/2010 REFERRALS IN DATE. - TEARING DEADLINE DATE HEARING CLOSE DATE: FINAL SIGNING BY APPEAL DEADLINE. 12/31/2009 2/26/2010 1/14/2010 1/28/2010 2/4/2010 FIRST ADVERTISINGDA1E HEARING DATE. VOTING DATE: DECISION DATE 12/31/2009 1/14/2010 1/14/2010 1/15/2010 SECOND ADVERTISING DATE: HEARING TIME VOTING DEADLINE DECISION DEADLINE. 1/7/2010 10/16/2009 4/14/2010 MEMBERS PRESENT: VOTE: Katharine G. Baker votes to Grant Stephen Gilson voles to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Grant Francis Johnson votes to Grant George Kohout votes to Grant Kenneth Jodrie votes to Grant • MOTION MADE BY SECONDED BY: VOTE COUNT: DECISION: Francis Johnson Katharine G. Baker 7 Approved with Conditions MINUTES OF MEETING. Available in the Office of Planning & Development. I, Carolyn Misch, as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify that a copy of thi. • -cision has been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt. 40A, Section 17 as amended within twenty (20) days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. GeoTMS® 2010 Des Lauriers Municipal Solutions, Inc. 7 DPVJ C11)' C\-E R Planning - Decision City of Northampton Hearing No.: PLN -2010 -0026 Date: January 15, 2010 APPLICATION TYPE. SUBMISSION DATE. PB Major Site Plan 12/23/2009 Applicant's Name: Owner's Name: NAME: NAME: COCA COLA COMPANY (JIM LANE) COCA COLA COMPANY (JIM LANE) ADDRESS: ADDRESS: , n 0 n 45 INDUSTRIAL DR 45 INDUSTRIAL DR `? n1 TOWN: STALL: ZIP CODE: TOWN: STATE: Zlr'CODE NORTHAMPTON MA 01060 NORTHAMPTON MA 01060 PHONE NO.' NO PHONE NO.: FAX NO.. (413) 582 -6508 0 (413) 582 -6508 0 EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: BEET NO . A te,. SITE ZONING: COMPANY NAME: its?`it2(AL DR GI(100)/ `TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK: LOT: MAP DATE. SECTION OF BYLAW: 25A 95 001 Chpt. 350- 11: Site Plan Approval TOWN: STATE: ZIP CODE: Book: Page: 4571 177 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: ADDITION includes request for special permit for parking reduction. HARDSHIP: CONDITION OF APPROVAL. 1) Wallpacks used shall not exceed 5 footcandles. 2. Prior to issuance of a final certificate of occupancy, the sidewalk shall be installed along the opposite side of Industrial Drive as shown on the plans. The sidewalk shall be constructed of concrete, consistent with subdivision street standards. 3. Guard building shall be equipped with maps to distribute to truck drivers indicating the appropriate routing to the facility. FINDINGS: The Planning Board voted to approve the site plan for the construction of the 13,700 + - square foot addition to the bottling facility based upon the following plans submitted with the application: 1. "Filling Line Addition Coca Cola North America" Site plans Sheet CO.1 dated 12 -14 -09 by Hixson Architecture Engineering Interiors. 2. Traffic Letter from Fuss & O'Neill. In granting approval the Board found the following criteria in Chapter 350- 11.1 had been met. 1) The requested use protects adjoining premises against seriously detrimental uses. The minor addition will be constructed to minimize noise and previous noise issues have been addressed. A berm extension and sight impervious fence will be installed to further reduce potential noise impacts. (2) The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, A sidewalk section will be installed on the opposite of Industrial Drive to enable greater pedestrian access to the site and other sites in the Park in lieu of sidewalk construction on the Coca Cola property itself. (3) The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape, existing buildings and other community assets in the area. The existing landscaping will remain. Additional site and sound buffers will be installed along the southern border of the property. (4) The requested use will not overload, and will mitigate adverse impacts on, the City's resources including the effect on the City's water supply and distribution system, sanitary and storm sewage collection and treatment systems. Stormwater permits have been amended to accommodate the reconfiguration of the site. (5) The requested use meets any special regulations set forth in this chapter including section lighting, stormwater management. The Board approved the project with a further reduction in parking by not requiring additional spaces to be provided for the 13,000 sf GeoTMS® 2010 Des Lauriers Municipal Solutions, Inc. 71 9/24/2010 13:55 (407 291 - 9237 R.C. Stevens Construction Cheri Mosby - ►Permitting 19/20 tcORtt CERTIFICATE OF LIABILITY INSURANCE OP ID CD I DATE(MM/DD/10 �...�� 08/23/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER 714E COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERS }, AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder 15 an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. if SUBROGATION 1S WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Robertson Ryan & Assoc., Inc. PHONE FAX Two Plaza East, Suite 650 {u N Ex$}: INC. No): 330 East Kilbourn Avenue ADDRESS: Milwaukee WI 53202 CUSTOMER ID.: RITES -1 Phone :414 -271 -3575 Fax:414- 271 -0196 INSURER(S)AFFORDINGCOVERAGE NAICR INSURED INSURER A : FIREINUES FUND ILSURANCS c0 Rite -Hite Company LLC INSURER Et : Sentry Ins. A Mutual Co. Arbon Equipment Corp. Ductsox Inc. /Ca1jan American INSURER C: steadfast Insurance Co B900 N. .Arbon Drive INSURERD: National Surety Corporation 21881 Milwaukee WI 53223 INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THISIS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, Wil TYPE OF INSURANCE INSR nunr� POLICY NW ' POLICY E IP WSR WV POLICY NUMBER (MMIDDIYYYY) (MMNOIYYYY} I UNITS GENERAL LIABILITY EACHOGCURRENGE s 2000000 _ B X COMMERCIAL GENERAL LIABILITY 90- 03074 -03 10/01/09 10/01/10 PR 000 r $ 1000000 CLAIMS -MADE I X I OCCUR MED EXP (Any one poison) 1 10000 C X Products X SC0797053213 10/01/09 10 /01 /10 PERSONAL a ADVINJURY 11000000 I GENERAL AGGREGATE i 2000000 GEM AGGREGATE LIMIT APPUES PER: PRODUCTS - COMPrOP 5 2000000 POLICY X A cT 1 LOC 3 AUTOMOBILE uAmLITY I BODILY SINGLE UNIT 42000000 B X ANY AUTO 9 0- 03074 -04 10/01/09 10/01 /l0 B Ldderd) BODILY INJURY (Per person) 3 ALL OWNED AUTOS 3 iotxv INJURY (Per occident) S SCHEDULED AUTOS X PROPERTY DAMAGE I _X HIRED aims (Per accident) 3 [ X NON-OWNED AUTOS $ X Camp $0 Ded i D x UMBRELLALIAB X OCCUR 33571359731- 171MIRSLIA 10/01/09 10 /O1 /10 EACH OCCURRENCE S 12000000 EXCESS LIAR CLAIMS -MADE X AGGREGATE a i 12000000 DEDUCTIBLE _ $ X RETENTION S 0 3 $ 1 WORKERS COMPENSATION 90 03074 - 07 NI, )9, NV,NY ,10/01/09 10 /01/10 X WL:STAT AND EMPLOYERS LIABILITY T ORY LIMIT S I E OTR H- y _ ANY PROPRIETOR/PARTNER/EXEC 90- 03074 -06 ALL OTHER 10/01/09 10 /01 /10 E.L- EACH ACCIDENT S 1000000 OFFICER/MEMBER EXCLUDED? IA (Mandatory In NH} E.L. DISEASE - EA EMPLOYE 31000000 K yes 6016. under DES OF OPERATIONS below - E.L. DISEASE- POLICY LIMIT S 1000000 A Blanket Real DXX80911331 10/01/09 10 /01 /10 $54,810,000 Personal Property Ista. RIsIVREPLACASRT tosT $25,000 Ded DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Ramaraa Schedule, a mete spac. % rsgl6nd} Project: Coca -Cola Northampton Additional Insured: R.C. Stevens Construction Co and Owner. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE RC STE 03 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. R.C. Stevens Construction Co. Attn: Allyn Brice AUTHORIZED REPRESENTATIVE 3333 Lawrence Street Orlando FL 32805 01988 -2 9 ACOR CORPORATION. All rights reserved. ACORD 26 (2009/09) The ACORD name and logo are registered marks of ACORD 7/ 9/24/2010 13:55 (407- 291 -9237 R.C. Stevens Construction Cheri Mosby - ►Permitting 18/20 Client#: 12617 ELMEL ACORD.., CERTIFICATE OF LIABILITY INSURANCE DATE DA I PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION T.P. Daley Insurance Agency, Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 1381 Westfield St. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 1150 West Springfield, MA 01090 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A. Travelers Indemnity Co. Elm Electrical, Inc. 68 Union Street INSURER B: INSURER C: Westfield, MA 01085 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR • r 1 • UCY EFFECTIVE POLICY EXPIRATION LTR IN . - . TYPE OF INSURANCE POLICY NUMBER DATE IMMIDDIVY1 DATE IMNIODIYYI LIMITS A GENERAL LIABILITY DTC0978K7696C0F1 05/30/10 05/30 /11 EACH OCCURRENCE 51,000,000 DAMAGE TO RENTED © COMMERCIAL GENERAL LIABILITY PREMISES (Fa rv7aanarvAl $500,000 . CLAIMS MADE © OCCUR MED EXP Any one person) 55, 000 ■ PERSONAL d ADV INJURY 31,000,000 . GENERAL AGGREGATE 32,000,000 GEM. AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG 32,000,000 ■ POLICY . PQT n LOC A AUTOMOBILE LABILITY BA2783L60A1 OSEL 05/30/10 05/30/11 COMBINED SINGLE LIMIT X ANY AUTO (Esecddent) 51,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) - HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) - $ PROPERTY DAMAGE $ (Par ,keidert) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ . ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG 5 A EXCESSITIMBRELLAUABILITY 01(05700378 05/30/10 05/30/11 EACH OCCURRENCE 55,000,000 X OCCUR I I CLAMS MADE t AGGREGATE 55,000,000 5 DEDUCTIBLE $ X RETENTION $ 10,000 $ WORKERS COMPENSATION AND I T� IE MITE I Pal EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE E.L. EACH ACCIDENT 5 OFFICER/NEMBEREXCLUDED? E.L. DISEASE - EA EMPLOYEE $ If yes. describe under SPECIAL PROVISIONS below _ E.L. DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Job Site: CCNA Northampton CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION R.C. Stevens DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL _30,_ DAYS WRITTEN Attn: Allyn Brice NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO CO SO SHALL 3333 Lawrence Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Orlando, FL 32805 REPRESENTATIVES_ AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) 1 of 2 #S78211/M77203 3XE o ACORD CORPORATION 1988 # 9/24/2010 13:55 (407- 291 -9237 R.C. Stevens Construction Cheri Mosby - Permitting 17/20 ACORQ CERTIFICATE OF LIABILITY INSURANCE DATE /2 6 08/2010 /2/2010 PRODUCER 413.586.0111 FAX 413. 586.6481 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Webber & Gri nnel 1 Ins. Agency, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. 8 North King Street ALTER THE COVE AFFORDED BY THE POLICIES EXTEND IES BE OW. Northampton. MA 01060 INSURERS AFFORDING COVERAGE NAIC # INSURED Huntley Associates, PC INSURER A. CNA/Victor 0 Schinnerer 30 Industrial Drive East INSURER a: NGM Insurance Company 14788 Northampton, MA 01060 INsvRERC: Hartford Insurance Group INSURER D I INSURER E' COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING MW REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TN? ig TYPE OF INSURANCE POLICYNUMBER DATE M D/�SMMID EXPIRATION LIM'S uAaILm 82077145602 03/09/2010 03/09/2011 EACH OCCURRENCE s 1,000,000 X COMMERCIAL GENERAL LIABILITY PR SES ( Ea N o ct urrence) $ 300,000 _I CLAIMS MADE I X I OCCUR MED E)P (Any one person) $ 10,000 A 1 ` L PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,006 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP/OP AGG $ 2,000 7 POLICY 7 PiRO� l "- LOC AUTOMOBILE LIABILITY N9574274 06/26/2010 06/26 /2011 CGMB fNEDSINGLE LIMIT — I (Ea accident) = ANY A 1,000,000 LrTO ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY (Per accident) $ X NON -OWNED AUTOS _ PROPERTY DAMAGE $ (Per eco cent) GARAGE LWBILRY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN __ ACC $ — AUTO ONLY AGG s EXCESS UMBRELLA UABILTY 82082966650 03/09/2010 03/09/2011 EACH OCCURRENCE $ 2,000,000 7 OCCUR Ii CLAIMs MADE AGGREGATE $ 2,000,000 A _ $ DEDUCTIBLE $ X RETENTION $ 10, 00d ! $ WORKERS COMPENSATION 08WECLD4842 03/11/2010 03/11/2011 1 rO YLI T S ER X a ER AND EMPLOYERS' LIABILITY VI N — C A F R IIET O R EXCLLOEU? F GUTIVE TORY LIMIT E L EACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ 1,000, 000 11 yes, describe caber E.L. D ISEASE - POLICY LIMIT $ 1,000,000 SPECIAL PROVISIONS Wax r .. _ OTHER DESCRIPTION OF OPERATIONS !LOCATIONS VEHICLES! EXCLUSIONS ADDED BY ENDORSEMENT, SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN R.C. Stevens Construction Company NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL IMPOSE NO OBI-IGATIO N OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR attn... Allyn S. Brice, PM 3333 Lawrence Street REPRESENTATIVES. Orlando, FL 32805 AUTHOR= REPRESENTATIVE C Cynthia Henderson/CINDY ACORD 25 (2009101) A 1988 -2009 ACORD CORPORATION. All rig hts reserved. The ACORD name and logo are registered marks of ACORD #. 9/24/2010 13:55 0407- 291 -9237 R. C. Stevens Construction Cheri Mosby - )Permitting 15/20 I ! • 1 r- p TE OF LIABILITY INSURANCE Ti 0 (413)527 -5970 THIS CERTIFICATE 13 ISSUED A3 A MATTER OF INFORMATION Fi Pe ��,� ~ , rance !F y, Inc. ONLY AND CONFERB NO RIGHTS UPON THE CERTIFICATE 6 ¢,mac Cc7Onsfr�c .ra , CO. HOLDER. THIS CERTIFICATE DOES MOT AMEND, EXTEND OR ALTER TH4 COV€RAGE.AFFORDED BY THE PQUCIES BELOW. Easthampton . MA nS INSURERS AFFORDING COVERAGE NAIC 8 'ammo )RE Masonry & Restoration, Inc uISURERA: NM Insurance Cowry 14755 161 Main Street moan e: Holyoke, MA 01040 wawa - INSURER L COVERAGES �J THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE PERIOD INDICATED. NOTWITHSTANDING ANY REDUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CO DMONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �� ;� -� y ,� .. . _ ;V -4`.` . .: uMRS GE ERAL LN1011TY MPK243SN - 06 16/2010 06/16 2011 EACH OacuRRENcE s 1,000,000 X OOMMERCUILOaIRSTAt UAeIUTY WAAGE s , s 100, 000 1 CURIE MADE © OCCUR MED PAP CAOY of* omen) $ 5,000 A — PEa80NM. w 00 soy 5 1,0000 0 GESSML AGOREGATE 5 2,000,000 GEM AGGREGATE LIt T APNdE= PER: PROOUCTS • CONINOP AGO s 2 ,000, 000 7 Pa.=M M n LOc AUTOSIONLE UNSLITY M9K2435N 06/16/2010' 06/16/2011 coisetwspegmuurr ANY AUTO fE+s°aldMal : 1,000,000 — RODILY . O Y s X SCHEORM•EDAUTOS A X HIRED Auros SODEN INJURY - - - t . Ids 5 X NON.owN®AUTos ' (: n .. • . . - , PROPERTY OAMAOE 8 SW Acddsod) GARAGE WARM •N L �- AUTO ONLY -EA ACCIDENT $ ANY AUTO R EA ACC S AUTO ONLY: .., AtiG s EXCIFASOUSISRELLA LIARIUfY CUK2435N 06/16 /2010 06/16/2011 EACHoccunRENcE s 5,000,000 E occuR 0 Cuss MADE AGGREGATE 1 5, 000, 000 A s ,J DETIUCTEILE 1 RETENTION 6 10,000 s woman* COWIINSNION AND waa435N 06/16/2010 06/16/2011 fia 8 11141 X 1 E.L. EACH ACCIDENT $ 1 0000 00� - - A OPP ICERA ENIUDEDT EL o1SEA3E . EA EMPLon s s 1,000,000 s srEeu n m s ogy , A '" w " w , q a ,,,,, E.L. Ol5EAe$- PouCY taIT . s 1.000,000 ... DESCR►RON OF OPERATIONS LOCATIONS I VENOUS I EXCLUSIONS ADDED DY BIOORSEAeIT I SPECIAL PROVISIONS IRE: Coca Cola Line - -- Northampton, MA 00 CERTIFICATE HOLDEN CANCELLATION $NOULD AMY swine AEOVE DEECIIRMED POEM* BE CANCELLED $$PORE THE $);!RATION DATE THEREOF. TIRE 18IUIN0 SWUM WILL I GOEAVOR TO MAIL R Stevens Construction GAYS WRITTEN NOTICE TO THECWWICLTEROL DER NAMED TOTHELEFT, Attn: Allyn Brice /UT FAILURE TO PAUL UCH nonce emu, IMPOSE NOOOUSATIONORuARILm 3333 Lawrence Street OF WON THE INSURER. RI OR IPRESERTATNIS. Orlando. FL 32$08 -2025 A1" 1/ .h o40 ' ACORD 25 (200110$) OACORD CORPORATION 1088 # 9/24/2010 13:55 (407- 291 -9237 R.C. Stevens Construction Cheri Mosby - Permitting 14/20 Client#: 20401 LI8GE ACORDi. CERTIFICATE OF LIABILITY INSURANCE 9 E o 'DNYTY' PRODUCER THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION White- Jubinvllle Ins. Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 39 Lamb Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY 141E POLICIES BELOW. P.Q. Box 789 South Hadley, MA 01075 INSURERS AFFORDING COVERAGE NAIC X INSURED INSURER A: Acadia Insurance Marty General Contracting Inc. INSURERS: A.I.M. Mutual insurance Company I P.O. Box 166 INSURIR Granby, MA 01033 INSURER a INSURER Et COVERAGES THE POLICES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSUD NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES_ AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MR AMYL POLICY EFFECT1vE POLICY EXPIRATION LTR NSW TYPE OF DNSUtANCE POLICY NUMBER DATE 1MI*IJOIYYI DATE IIeSDWVYL LIMIT* A GEArERAL uAIBLIn CPA018573414 04/15/10 04/15/11 OCCURRENCE EA OCCURRENCE 51.000,000 X ��.. ,,,.� COMMERCIAL GENERAL 1 LIABILITY pR S250.000 , CLAMS MADE © OCCUR FED EXP (My me Won) x0,000 PERSONAL& AD✓NJURY $1,000,000 GENER ALAGGREGATE *2.000.000 GENL AGGRE G LIMIT APPLIES PER PRODUCTS . COM MS PAOPO *2.000,000 1 pouc i l El LOC A AUroMO3U.a MAA020558513 04/15/10 04/15111 COMBINED MOLE LIMIT ANY AUTO (EA aeddrm) *1.000,000 ALL OWNED AUTOS _ BODILY INJURY X SCHEDULED Auras (pr, prison) s SCHEDULED X HIRED AUTOS BODILY INJURY $ X NON -OWNED AUTOS (Par accident) ( P P RO dRTYNDAMAGE f GARAGE LIABILITY AUTO ONLY- EA ACCIDENT S 1 ANY AUTO CITHER THAN EA ACC S AUTO ONLY' AGG 5 A EXCE/OA NINEUALIADIUTY CUA031278011 04/15/10 04/15111 EACH OCCURRENCE *1,000,000 X1 ocCUR n aaJMS AGGREGATE *1. 000.000 $ DEDUCTIBLE $ RETENTION * 0 $ B WORKERS CoMPBNBATION AND WMZ8005710012009 09/22/09 09122/10 X I TWVUJAITS I E ER EMPLOYERS' UAB$JTY ANY PROPRIETORIPARTNEEXECUTNE E.L. EACH AIICIOENT 3504,000 RI OFFICER/MD/DER EXCLUDED? NO E.L. DISEASE - EA EMPLOYEE ;500,000 R AL PRO idrl syr°E'cIALPROVISIONSb*w E.L. mew - POUCV *500,000 OTHER DESCRIPTION OF on:RATIONI I I.00ATIONB VEHICLE* 1 EXCLUSIONS ADDED BYENDORSEMENT I SPECIAL PROVISIONS RC Stevens Construction Co.and CCNA are Additional insureds on the General Liability Policy under the Acadia General Liability Expansion Endorsement RICO 65 (copy attached)tor the Northampton Coca -Cola project CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment - SHOULD ANYOP THE ABOVE DESCRIBED POUCH$ THE CANCELLED BEFORE THE EXPIRATION R.C. Stevens Construction Co. DATE THEI Or. TNe I$MIWG INSURER WLL anreavOR TO MAIL _,30_. DAYS wiErre4 and CCNA NOTICE TO THE CO1TIFICATE HOLDER NAACO TO THE LEFT, BUT FAILURE TO DD Se SHALL 3333 Lawrence Street IMPOSE NO OBLIOATWN OR LIABILITY OF MY MID UPON THE MILDER. ITS AGENTS OR Orlando, FL 32805 RBPR*3B+n'ATWES. . 171.42 A ACORD 25 (2001106) 1 of 2 MS8623087622 CEM 6 ACORD CORPORATION 1985 if 9/24/2010 13:55 C407-291-9237 R.C. Stevens Construction Cheri Mosby -► Fermi tting 12/20 • • eceive 1 1 .. ifARCJLI At $. ■'. M •' T OF umiury INSURANCE OA71swOODATY I • � ,1 E •M. /prop y .3.. . � - dt . P.0. Ikea PO IWO Roam . MA 01074 i moms ___ women CONAIWIE MC• 111Mtan Co.. Ina. u . Ca WNq P.O. mar 1f PM Raillmr,tM 01076 Mrmwab r. ,,,,Ma,� [CT° ,._ Tho R a� o of ra u�a n uaaa a et0a MVO arw w� u0 x� 0 r++a ROUND ORRO Mwa FORT POUCY PO MO ORNOArta. Nmw + n4 r Muowo We Ra01aRRIOn.=R1/0R oONal+oq Of we CONTRACT OR.ONO oCb'WwT row aaafaCT TO WHICH TM OERTIFHCATC. liRy se Manion IOW IOW" Vie aMMmYMICaAAMOROSO WV MO rams OSOOIVIRO Waal i ii*J6CY MALL THE UMW OrCLUwORMANO CONOITHOm11 Of OUCH IOU61N.ROORIOATf LRAM s w.MiW MYIYRMm 000mc o Yrr Poo woo. t ..: _ .' 11111,.._Et....... - ...:ad.<____-111.1 .l'/. _.. '.741i , 'A • . -1'c:wl IT A womuomour POPIRSIONIPRID18 4T10l11Il UMW ' • 1...____11:•a 1-111111 r=" — AIXIMA10 UMW VIVO PO 1 . • • •• .. ..... _ ': - -1 "r� _ MIL IPow. Mt 2i1 fl A wourt 47A11110 017•1111 X Nowt° w` 1.o"' MUMS ALCM= . a wrlmu►mm AMC ' 7I we �p� X MOIIRwIwOA RON 11rai tf 5 YiIMaaY AUTO CHIT .EA AOaOtNf 1 71:1AL/113 EA ppTTfI��Rm,,T„w ACC $ 1W1.Qa woo : A 07A1110 8151111 . 1 OamNCHw1m X mmlwmoi a 11100 IMAM X wow e�awrw aramm YCCmmm0if•1111010 0771110 PPA11111 X [T If"wfA110 i airurawumonv e1ru m gr 110 �� w . a A.r. 1 wawa • ram taw - 1alp a•mmrmaMOrwoonOIMI aommINlaallwauwlor oomtamo rwwwllairIaowlifaowwaw LC. Own COIMY4atlaw Comm la Unload a• a• •dd140aa1 irarwrd am Ilia pawl PIANO via wit/ COMM We copy allachoof for proemial CPA Noritomplon.1111* Work 7100014010. Tlw minus at Jason ea far Ilia power sr •rOarfiwiioa aiilwwn• 1he1s noodled to Om Mean aaadil or rpwmmant or la Ilda ormwage 1bna, *Phew N lots. PRIVICATSICILVIR AMINO= 1A Mom far 1f n-Pawaernt WOAD OM (SPIN! Aas1aoaaalaMSO r11Nm0aa OIVHON.L MaH1po111w wmwMTMIM R.C. SRO Can*u05am MTi71a1wa,iiw111www MSIMI *LialwUAY011?OW& OAtAwmalwl Comoros mmoso TO INK CM11l1CINi VOWS* ' nR YAT. IVTVM. TO 00 MO emu. We MVP 7Rbo fireboat Maimoor 0al10411 Agwl ORlMw1ft70i AaWmoo IwO11 TllailoORn0 111101111 OR 3fPLatnar=Urea l ►' • �..� - ..r.....y.r • ARI ATPMU 1 off t440M1 ” # 9/24/2010 13:55 0407- 291 -9237 R.C. Stevens Construction Cheri Mosby - ►Permitting 10/20 !t k " CE ATE OF LIABILITY INSURANCE 1 o /z3,'zozolo "'• • 4W9i 1Q11 413.586.7973 THIS CER11FICATE IS ISSUED AS A (NATTER OF INFORMATION 1 "> �rs ' mac- HOLD TE D AMEND, D OR I King t reat, tr a ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Northampton, MA 01060 -3257 INSURERS AFFORDING COVERAGE /LAIC 0 mums M3 Moran Inc NUMMI Charter 0Bk Orchard Val 1ay Technology Inc mummy: Trawlers Property Casualty -` PO Box 278 MOST O Mass Employers Ins . i Haydenville, MA 01039-0278 MAW at Trawlers ] 'f _ -} "� NNW. E: lei' " L COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD 14DICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR C0NDR10N OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WENCH THIS CERTIFICATE WY BE ISSUED OR MAY PERTAIN, THE NSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL THE TEAMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UNITS SHOWN MAY HAVE BEEN REDUCED BY PANG CLAIMS. ,m -'„'. TYPE OPINUNANCE POINT MAME , i . ''`'.' : .•1? . " Lime tl GOMM UAJrY 001261' 14 10 31/200 10 1/2010 mew OOdrnrEeAICE I 1.000, Opp © CO.ANROYILTTEMM. WAAGE ,:° __ $ 300 gm CURIE WADE © =cum LCD ON (Any ors oAr+N1 1 5,000 A II PERSONAL E AM INJURY E 1.000.000 ■ GTmRRAL AGOREOATI 1 2 , 000, 000 OEIn. AGORLAATE LEER IMMURE REM PROM= - =MP AGO 1 2.000.000 POIn =Drt LOC AYroweILE WORRY a 102201P491 10/31/2009 10/31/2010 ccINE.ED Emu © ANY AumO aetldS _ ' 1000000 ■ ALL OWNED AIRTOM I 5 00 L IIIij y $ A • sCIIE0us0 Auras © wen AUTOS MAY INANIY J © HON WNEOAUTOS IPNENV�W ■ POMMY O LAWN* 1 (Pm NANG swan LEMUR AUTO ONLY• !A AMMO 1 ■ ANY AUTO OTHER IRAN Ma AGO s AUTO ONLY: AGO 1 EIONINIIEIELIALIAEErtY CUP2201P510 10/31/2009 10/31/2010 mcnoccunw E 1 5,000. © oscum ❑ came µ4D AGGREGATE 1 5,000,000 8 _._ s El OE000TEIC $ _ X REMOVE $ 0 1 WOMEN corPasASaw Arlo MCC2000126012009 10/31/2009 10/31/2010 X 'mu. J pat INP OINIE INIMILIFT EA. EACH ACCIG[NT 1 1.000 ,000 C OI �UOEO Li- met• FA mum s 1,000.000 "IPECNL boa. E.L.DIE61s1 PCUCY M • 1.000. grail rtion 6601629P239 10/31/2009 10/31/2010 )ob sits 1300,000; Temporary 0 Florter/sp fora/ location $300.000; Transit RC 5300,000 Dad. 91000 tart i er +o and ea Co a Mortth are as Additional Insureds as retprired by contract. �R TIFFCATE HOLDER CANCELLATION !HOUND ANY OPTHO ADM BIIERNIO ROOM se CANCNLtID UPORI ME prPOAT10NLATE TROP, es win MAIM VEIL RWIAYOR TO NAL 10 , oars slumps Norr1l To now ceTGTIaATe HOLOIR mow TO TICE Lan, R.C. Stevens Construction Company MIT MUNETO OWN 110IMI MALL I 1 0IaNOOBJSATIOHOR Lawry Allyn 5 Brice 3333 Lawrence Street OP NET I J,O UPON TTEEIIII Ot MI Amnion NENN�RATNY. Orlando, FL 32105 A RvauNIrATlva , Vall4softe ' Robert Iorewski/BONIBI ACORD Z6 (?001,06) ®ACORD CORPORATION ISM 9/24/2010 13:55 (407 291 - 9237 R. C. Stevens Construction Cheri Mosby - +Permitting 08/20 Fv e c i e . 343e2 MONEY OR CCE I CATE OF LIABILITY INSURANCE ;,,�,1 o """ ' 'wr = COrS1it1 1 11415 CERTIRCATE 15ISuUED AS AMATTER OP INFOIWArION $ter ox 34 ur & Shepley ROWER. W IS CERTIFICATE NO RIGHTS UPON THE RTI ICATE DOEO NOT MENQ EXTEND OR PO Box 549 ALTER THE COVERAGE AFFORDED SY 171E POUCHES OELOW. Providence, RI 02901.0349 401 435 -3100 INSURERS AFFOROMG COVERAGE NAIL MUMS ' MUSES A; Travelers Insurance Company 25874 Ph:anew Veihri Concrete Services, Ina S17vAERa Hanford Ciswlly 86 North Chicopee Street ,WAERC Chicopee, MA 01020 aatREnD: O . ;. MURES E: p COVERAGES _ The PDUCIEa OP 01g1RANCE U3TED BELOW HAVE BEEN IBDUED TO THE INSURED NAMED ABOVE FOR THE PODGY PIRIDD Dro4GATI D. NDTWRHBTAIDIN0 ANT Rf.OUIREUENT, TERRA OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WIH REBnECTTO WHICH TMs CE MAY Be ISSUED OR MAY PERTAIN.TIE nCURANC3 AFFORDED BY THE PDXES MEGRIM IMENEM IS S LECT TO AU. THE TERMS. EXCLUSIONS AND OoNOm10NS CF *xis POU LIES . AGGREGATE UNITE MOWN MAY HAVE WSW REDUCED SY PAID CLAMS. i� TYPE aYOIaRNICE MOMn -. '' ; ' , ` :;TVA r:�: lingiaMill A X OoEDALLWItm C01032P124 01/01110 09/01/11 ri COMeAGAI GENE UABUTY 9. }?- rril '-'-'lA ■■ CUIM/MAOE ® OCCUR MEDENP � so ■ rEwDNaAAw «"..'T ■ GETRETRAL A,OlY19ATE OWL AGOAEGATE tout OWES PER Snow/rs Aso 42 „'•.''. mourn MR ri A r X AGroeaen,LMarrr el 05819P179 '01/01110 01101n1 CON,IRED OWLS LOST Ell NYAUrn tb. u„M.rJ 1 1,000.000 ■ AU.CAT4EDAUTOS 1 III SOSEOIA.ED AUTOS I moo AUTOS BODIL RY 1 © ( InNonNED AUTOS II ■ wg DAMAGE 1 SARAO IIAIMTY AUTO ONLY - EA ACCIDENT S _ ■ ANY 1100 EA • 1 �CNNYL PAO • A ' X occeasugenassuassmr CUP3e19P20AT1L 01/01/10 01011111 1 • III OCCUR El CLAWS WOE AOGREMrE $ a ll g IIIE III CEAUL'TyLE © MN ear* 10 000 II Ea lure aNAI� D2WBNrl9eaa 01101/10 61/01/11 NW PICIRIETINWARTNERGALDLHRE ODOM 3SSCee,IO11 OF OPtlLA1101a1 LOCATIONS t VEHICLE ,4$CLUAIDOW AWED WI EIIDOIISaMWTIEPECML PROMOS{ RE: CCM Chilled .Wide of Northampton, MA R.C. Stevens Construction Company and CCNA am Included as additional Insured except with r•ap•ct to Madams Compensation CERTIFICATE HOLDER yANCEU.AT1ON 10 Oast tor Non•PevlRemt MOULD AMY arca WYE OBSCROSO rowan GECNGELIGED S00MTlEOVMMnOM R C. Stamm Construction n arrnao1.TIE elmuer ,rUMER SILL VMEAVOU 1O UAL _22._ OST. ,IAIrm N OUN TOTIO COMPICATS HOLDER 111011010 Ile LEFT, our rAtW11Ero novo SNELL Company MI Lawrence Street WON NO WILIOATION ON UAMRY L OF ANT Oa1D IRON RR INEWER.I” PERM on mind% FL 22906 eenaannsisrES, AUGGINGED I, IPABa ATN� A 6 CORD TS Gi 108) 1 co 2 4527084701249998 r r � MBB • ACORD CORPORATION ME ' 9/24/2010 13:55 C407- 291 -9237 R.C. Stevens Construction Cheri Mosby -+Permitting 06/20 1"-1 -./ in e ce r ° t ; Ir2 ViRT TE OF LIABILITY INSURANCE Rs$U> MITE g 011;11.7 C•'Cf19Trt,E J A Oe THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT8 UPON THE CERTIFICATE PHILLIPS INSURANCE AO]INCY INC HOLDER. THIS CERTIFICATE 00E8 NOT AMEND. EXTEND OR 97 CENTER STSIET ALTER THE COVERAGE AFFORDED iv THE POLICIES ULM. CHICOPEE Mk 01013 Phones413 -594 -5984 taxs413 -592 -8499 INSURERS AFFORDINGCONEAAGE NNCI MORES INBURIERA: United National Ins Co INSIRI{RB: Selective Insurance 12572 Republic Iron Works, IOC. INSURER C: /Num. Ibl.latw A LLAbil:cp 40 Cbaammppian Dr INSUHERD A. 1. M. Mutual Ins. Co. Chicopee MA 01020 INSURERe Hanover Insurance Company 22292 COVERAGES THE POLICES OF INSURANCE ANCE METED BELOW HAVE SEEN ISSUED TO Ti! INSURED NAMED ABOVE FOR THE POLICY PERIOD *DILATED. NOTW RHSTANONO ANY REGuiaseta. TERM OR CONDITION OF ANY CONTRACT OII OTHER DOCUMENT YAM RPBPECT TO WHICH THIS CERTIFICATE MAY RE ISSUED OA MAY Kamm THE RBURNNCEAFFCRDED aY THE POLICES OE3Cfa1. ED HEREIN Ili SUBJECT TO ALL THE TERIII9. EXCU SIONS AND CONDITIONS OF SUCH • POLICIES. BA . AOOREOATE LWITS CON LAY HIRE BEEN REDUCED BY PAW CURIAE PIeIp LTR TYPE OF INSURANCE POLICY MAW DATLi11PRY1 tMRIS WENEM . UMW" EACH OCCURRENCE 51,000,000 A 1 X MM ERCIP aENE+ALLIABILmr L7217197 -A 02/16/10 02 /16 /1I =41114=40 s 50, 000 was MADE u OCCUR woos* Wry ono mace) 5 XXOluded - PERSONAL AADVNNW S 1,000,000 IIRNMAL uOBREOATE 52,000,000 EMIL AGGREGATE la Fl APPLIES PER PRODUCTS- COMF10PAOG 52,000,000 -- I saucy I� 1 .ITT n LOC - - AUTO UMW! COMBINED SINGLE UNIT S 1, 000, 000 D _ AtN AUTO A90991352 04/15/10 04/15/11 1 - I ALL OWNED AUTOS EQgLY INJURY X SCIEDULE:4%4MS rag pram) 5 7C HIRED AUTOS BODILY INJURY X NON sums WNED sums per aodMnQ 5 PROPERTY DA"'A0E (Pa s Included GAM 3% LJASIUTY AUTO ONLY . EA ACCIDENT 3 ANY AUTO OTHER THAN EA ACC 3 - AUTO ONLY: 5 BXCEILUIMIBL ALASMJTY EACH OCCURRENCE $5,000,000 C Ijom-tm n ciusumm AUC5327456 -06 02/16/10 02/16/11 AGGREGATE _ 55,000,000 5 R Deoucnate s RETENTWN 5 1 WORISIRS COMSW1104 AND iT runs t XI°i IIIVLOYERIV D LIABR/lY arm{ AWC7022298012010 04/03/10 04/03/11 {LEACH ccLec 5500.000 I OFFICEPNIe7ABERERCLUDED" EL DISEASE• EA EMPLOYEE $ 500,000 Wl?c1EELPRON,4IOfH bow LL. DISEASE - POLICY LENT 5 500, 000 0TNE11 i Building i< Cats R=5019692 02/16/10 02/16/11 Bldg /Cnts 408,180 s Equipment Floater RID15019692 02/16/10 02/16/11, Leased/Rs 25,000 ONMYION OP OPERATIONS) LOCATIONS PPEIND111 /EXCLUSION{ ADDORY ENOOM[MENT mom PILDYLSmN5 RC Stevens Construction Ccmgpany is listed as additional insured on the general liability policy as required by written contract for the following jobs CCRA Northampton, structural steel work RCS*10 -016 CERTIFICATE HOLDER CANCELLATION RCSTEbm SHOULD ANT OP RR: ABOVE DESCMENe5 MUMS BI CANCBLLEO BEPOMS THE EXPIRATION OATITNaIEOF, TIIMtlp3NO NNRIBR WILL IND*AVON TO MAL 20 BAYa WRRTMN NOTICE TO THE CJUTPICATE HOLDER NAMED 10 11a: LEFT. BUT FAILURE TO 0010 SHALL RC Stevens Coatetructlon CO. OPPOSE NO ORUOAn0N OR IJASIUTY OP ANY PO U TH PON E NSUN N, NSANENT$ OR 3333 Lawrence street RPrISSBNTATIWIL Orlando TL 32805 AU1 ma I AIM ret �^ f'� �J /- • ACORD 21 (2001105) 0ACURD � CORPORATION i98S if 9/24/2010 13:55 C407 R.C. Stevens Construction Cheri Mosby - +Permitting 05/20 SEP 13 -2010 12 :28 CASSADY NEESER BRASSEUR 574 289 9504 P.01 1 r 1 COf € 4xR aaso�rwwa I' I I CERTIFICATE OF LIABILITY INSURANCE ; : ; . • 1 . 1, ' .1 I 1 This CE _ CATE - S '1.' .- _,/,.1....,.. . n :t q �' ONLY A�iD CONFERS TE :, . Cebeedy Meeaer & Brasseur HCl.D .THisCER71 i " & "w; " . OR . ,. • •- W. 344 Columbia Place ALTERTt1ECOVER/iRIE d . E11J0W,' .' Smith Bend IN 46601 1 ' Pbpnse574 -233 -9443 Pax :574 -209 -9504 INS URERSIIFFORDING . r • Ns tE�aD N JVC 1M IN5JReR A: MC Insturen .0 iiir:'E., -- —� - Twinlode Corporation ! mot Hartford ` �Tr . co.. s . 22351 _-, Denny Hartman INauesee.. 51024 Portage Road mammy D , ^' '�• ; South Rend, IN 46628 . j ` 1 1\19LI E: .r RAGES -.—.� ` me POLICIES OF INSURANCE LISTED BELOW HAVE SEEN IBS ED TO THE INSURED TIAMO ABOVE FOR THE POUCY PERIOD INDICATTEo, NO WITH AMAIvp _" ArW E)RSM REDavr. TERN OR COMMON OFANY CONTRACT DR OTHER OOQIMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY SE ISSU�`OR i • MAC PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCIDSEO HEREIN 1$ SUBJECT TO ALL THE TERM Peccaries Awe CONDITIONS OF SUCH � AGGREGATE LIMITS SHAWN MAY HAVE BAN REDUCED BY PANT CLAIMS. '! I �,ii .... L tires OFINIU - . . ANDY NUNBBR P ,f 'i ' , 711x. . I 4 FH CEMAr4 UMAJTY . _ _ . . 41,000.000 A ;X x coumaaclALosestALtuouTY 31657E0 04/01/10 04/01/11 L "'T:'' s 100,000 ' ' cLAING MADE L ocCU Ii1RiD ®a ` i 5 , 000 � n lY �esONNr 11.000 eOo , .4 nIMIs2 00 O ENLA00! C3ArE LIMP M►uESPEP = `:?r7 t 2, 000 .00 1 POLICY NI I Loc AuTDS<RO� tus[ u0 v: s 1 000 000 1 x pmntno 3E85780 04/01/10 04/01/1 , , I s AU OWNS I AUTOS u S III SCHEDULED AUTOS , . – MIRED AUTOS / OILY A Nuuxres AUTOR . , . 1 Peex • S h i EXCESSIUYSRELLA LuS+UTT EJ1CFt • •• - • ' 15,000,0'00 3'`, A • ©DCCVR I e�.AIM9MAOF 3e765760 04/01/10 04/01/11 A"mrsutn " • ' ' . 15,000,0, - I zeoucnsts s 1 i M REtSNO N 110 000 i • .... 7 � T.• �.: i 7 74 �� 1 /,��I ' A . TUPLOTERY WIWI' Y N AN+ E xFturwT - 361PECPN5044 04/01/10 04/01/11 - ' s500, . - I i t EL1 55th. ��. i 0 000 � - I l� y � +. ¢'EGWLP�HJONSbelow EI..baEMSE • Mki 1500,000 a ' tfEeoPriomor f�REIiA71 u7CAl10NS I VEHRXBS I mexusi NS _. grBII • . , I.. - PR • .., . • ' Project, Rack Removal for RCE 010 -016 CCNA Northampton Thermal Plant'. 45 ' Industrial Dr.- Northampton, NA 01060. R.C. Stevens Construction Crisp� 4 and ;Coca Cola North America are included as Additional Insureds on adaeY'al' Liability with respect to work performed by the Named Insured. , 3. FAXs 321 -281 -4311 Cheri . . .. . •y CERTIE7CATE HOLDER CANCELLATION . I : +„ I :3 . ANA OFMIAaSRfiaLgG1 ' IS#teQ,e,S batreat TTIEEIPIIATIGN ' I ; icsTrvi OATSTHDRIOF, THE WRONG INKINESS 1_ - 70 11 ?I0 , AArsYS11R , SN I COMIC NOTICE TO THECEATS HOLD I II )I ,LIFT. L. 141 I, R.C. Stevens Construction IMPOSE NOOeu6ATTONORLUINIAT04 TEMS RENTS Company REPRESENTAIWES. 'Y • ,1 • ' 3333 Lawrence Street � t - + Orlando, FL 32905 � T , ''r" • *co RD 23 {2000141) E 19884009 ACOR0 - • • ; -4 T • . ' mimed, ' • t11s ACORD name and lope are royisbred marks of ACORD / . I *. 9/24/2010 13:55 (407- 291 -9237 R.C. Stevens Construction Cheri Mosby - *Permitting 03/20 • Le,' ..--' ie i v '. I TIFICATE OF LIABILITY INSURANCE TE D IMPIt may, CESt1l7(��Illii ... MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON E' FI N THE CERTIFICATOL)ER. ME ,, ATE • • . �q� �. ►r , +VELY OR NEGATIVELY AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLJCIEI I �? t • =„1! . NCI DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER WPORTANT: If gm esrtilcate holder is an ADDITIONAL INSURED. tin pollcy(iss) must be *Monied. H SUBROGATION IS WANED. subset to t Perms and condlNoits of the policy. certain policies may nowise an endorsement A sttismert on this certificate doss not confer ttUhts to the uMNlests Midis in INu of such sndoese msnt(s). l mom" • CONTACT NAaEL ICAO LLf: q a,e: 5A7. 335 - 1640 � �i�. mgr a47�30.41 5715 Cary Algonquin Road Certifies*. I: E �it csttsd'llc8aroupcaptlw.com 1 Cafy, Illinois 80013 111 -1- 12257.0 i marrows" in - - Neuaro MimI a A : Arch insurance • T . • - • Ill 11150 Witch Enterpris Inc. e, c. n A a ; Arch lr[surenos Company I .11150 % i J • e , Arab Inanee Company 11150 i _ L L i i Vi 1:° 4A! w INl7"SlIvar $tiiiVPO Sou 873 . I ;' .. . , wsuNEaB oa. : St Pali Firs & Marble btsomnConcemi t .... _..... 24257_ i awani MA 01001 • u L Ai I fi 2OiC - INSUIEmll: COVERAGES .. - - CERTIFICA1 NY Eik-, :) .�- REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF 4NS11I(ANtE L'ISTE) Sd.G HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD i INDICATED" NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH DR&& CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS. —EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAM.18- . . . _. .. KIR ARRUSUER LTR OT r1E �, , �1 f tYPE W WCs MCr tl NamiE71 oonsisL wows SACI OCCURINrrCS S tBm txn X COMMERCIAL. GENERAL WIa4111. X , X ZAGLBB099900 112812010 1125/2011 minium Na i plural S WA agri A 1 CLAM3MADE E OCCUR MEb EDF(My gm Wow) 110.0 X X CU EXCL DELETED PERSONA. sADV INJURY 1 tDnikon L imited P oButlon L imit% i f.00,00C X CONTRACTUAL LUIt1[Lf1Y smarm soonecuiE _nag em BM Gyp Liability (for Monocolryt c Slides) OWL AOORHEATa WIT &MU I PER: PRODUCTS - COFAp10P ROG svinnj100 num I ^ 1 t t 1 LOC 0 Gap Limits 1,000 000 Occur 1,000.000 Gen AN s • AWTC1loms mummy COMMIE° MOLE uurr s J4CAT4o59000 112812010 11281201 i swum a.Nq 1.000'000 © Aln'A�O I ) aQDILY MAi Fly (M prw. I CR • . ALLOWNED AUTOS CompnColl Del. - SSOO eCOLYAWRY paramdwIN s - COL B IA SCMEDUIEDAUTOe Glop Dad. - $600 • PROPERTY O144A DAMAGE . CSI. © NEED am>s I►...JAan) © mom omato AUTOS ' 1 X PHYSICAL DNAADE ] • ZA0.89099000 ' 1a WAS X J OC=cm 1 I ctAMSFAAfle CW0120229E1 1/28/2010 111512011 AcaREGA 110 0®UCTeIE : _ X atiSmiou :.' 10,000 s `'womb* CdrrtWR0.Te • � w X I T nair / MNrrs I ( i Tr C NY .... L04E Y IN Nl• X Z*WC19189900 112812010 1/2812011 EL.FACHACCao1r 11,000,000 A PROPPIETORTARTNERREIcEcin e ❑ H +reErEnCiuOED? EL DISEASE -EAFI !.OVEE 51,000,000 - i ttrs i r w l r o f aPERATwaE S im I r 1 E.L. o1SEASE -Awns uses l S 10D0,ODO A PiapntydEgi era- DM sl.00a 7AoLasnio10G inenoio 12 011 $ 100.00!) Ls$se ReRro Plapu y anti iigrdpms 5 for no toured N rsees sBM• to Insure- se SiNimd Per )tam 1 000000 sessmrlpNOr o noes o is r LOCA110IMI Vasu.rs AIWEMI MONO M. Aiamrol ISmonto i.MdwW, WElls INN I.r IIIIFO sl - RE: CC1bf, NerOtampan Producam Um RCS 010 4316. RC. Mawr Caffstmc ot .t olnp.ny ono Caw Cain Norte Antenca on named a.Addito of bnusdi. Wbdka► Cooperstown dl waive the HS)do el .uOr obobon in fOoO of on edONonel il.uruds. Consro w wilt not to eased. airrF+.a Of Mowed to twin Without thirty 130) dals anlsen n.0o@ by a.rtifi.d met to R.C. tinovo w ConswCaon CoMp* y. . ArCTROR1E and Enoi+•s1 erirro induced Nr Pl.NeeimaLMbtdy CERTIFICATE HOLDER -- .CANCELLATION • a Re. Stevens Construction Company 3333.Lawrence St. t • Orlhdo FL " 32805 AU1l mussoRElIEUBRATNa L. • #21953 ACORD CORPORATi015. All *Ws rsssrrsd. • ACORD 25 (2209109) The ACORD name and logo are registered marks of ACORD ' 9/24/2010 13:55 C407- 291 -9237 R.C. Stevens Construction Cheri Mosby - I. Permit tt ing 02/20 The Commonwealth of Massachusetts ...,� —..... Department of Industrial Accidents Office of Investigations o Washeitgeon Stave =::i j Boston, 16A 02111 1 www.mass.govldth Workers' Compensation Insurance Affidavit: Builders / Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name ( Business /Organization /Individual): R. C. Stevens Construction Company Address: 3333 Lawrence Street City /State /Zip: Orlando , F 1 32805 Phon e #:407-299-3800 Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. IX I am a general contractor and I employees (full and /or part-time).* have hired the sub - contractors 6. U New construction 2. l am a sole proprietor or partner- listed on the attached sheet. 7. Li Remodeling ship and have no employees These sub - contractors have g. - 1 Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.* required.] 5. C We are a corporation and its 10.❑ Electrical repairs or additions 3. U I am a homeowner doing all work officers have exercised their i 1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12 [— Roof repairs insurance required.] r C. 152, 41 {A}, and We have no e (Nn wnrk rs ' 13.J I Other comp. insurance required.] 'Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tConmactors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. if the sub-contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below Is.the policp.andjub site information. Insurance Company Name: Ameri sure Mutual Insurance Company Pol icy # or Self - ins. Lie. #: WC 13 3 0 7 6 7 Expiration Date: 7 / 1 / 2 011 Job Site Address: 45 Industrial Drive C ity /State /Zi pNort hampt on , MA 0106 0 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1.500.00 and /or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains an' penalties of perjury that the information provided above is true and correct. Si ature: ' Date: 9 /22/10 Phone #: 407 299 -3800 Official use only. Do not write in this area, to he completed by city or town official. City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: if 9/24/2010 13:55 C407- 291 -9237 R.C. Stevens Construction Cheri Mosby -> Permitting 01/20 Serving Florida Since 1926 ,f 0./..V r x 4 i ? t / Na i u La St .,77riL4 ✓:v r. .4 T y .,�., x2 x .�; t. PO T, , ��.a IrT i� t`.1 - rf'�;�r<AirT'x14 ., { ii .i, ..t y.. { I : r < .r "w : T U r rsr r'ri.crt Tit:r•r cu,�rrr�r�r�r General Contractors - Constroctron Mcrrayers - De*Sigri at • fder€ 407- 299 -3800 Fax 407 - 291 -9237 FAX TRANSMISSION Date: 9/24/2010 To: Permitting Company: City of Northampton From: Cheri Mosby Pages: 20 RC Stevens Here are the we certificates for subs. Thanks! City of Northampton • Massachusetts tv, on DEPARTMENT OF BUILDING INSPECTIONS :z 212 212 Main Street • Municipal Building .a , Northampton, MA 01060 Lane Coca — Cola North America 45 Industrial Drive Northampton, MA 01060 September , 2010 re: 45 Industrial Drive addition 25A -185 Dear Jim, Here are the fee calculations for the proposed addition to the plant at 45 Industrial Drive in Northampton. Please submit the balance due amount with the application for the full permit. Feel free to contact me if you have any questions. Area Size Fee factor Estimated cost Fee Addition 16600 $0.50 per sq. ft. $8,355,000.00 $8,046.00 $6.00 per $1000 of Existing n/a estimated cost of Building renovations or accommodations $3,645,000.00 $21,870.00 TOTAL FEES $29,916.00 LESS FEES PAID (Foundation) - $8,046.00 BALANCE DUE $21,870.00 Louis Hasbrouck Building Commissioner City of Northampton lhasbrouck@city.northampton.ma.us If 7/27/2010 11:29 <407 -291 -9237 R.C. Stevens Construction Cheri Mosby - ►Building & Permitting 5/5 INt _ Buitdfng Excellence Since 1926 • w+ww+.reste vens_corn a .Cra> ve COr75TFiJCT;CM COI V ir7N A, glE end.vm Letter July 26. 2010 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Re: R.C, Stevens Construction Company WC #1 330767 To Whom It May Concern: Please note that we will be hiring subcontractors and at that time we will forward their workers compensation certificates to the City of Northampton. Sincerely, R. C STEVENS CONSTRUCTION CQ ti Timothy M. Keating President 3333 LAWRENCE STREET • ORLANDO, FLORIDA 32805 • PHONE 001)299-3600 • FAX (407) 291.9237 640 BREVARD AVENUE. SUITE 106 • COCOA, FLOFi1DA 32922 • PHONE C321)639-3730 • FAX (321) 839 -3590 CGCQ170:>R CC.CC:i1.4i71 if 7/27/2010 11:29 (407- 291 -9237 R.C. Stevens Construction Cheri Mosby - rBuilding & Permitting a•i5 C I .Y T t3MT ktsur:wrice Services, trtt. I , ,, 1 .. qr -�, • :•t • m -..• t tw:.r. •., tt! .,• • ! I g II it • +_ '.11."I ' 1I `'7v:1 tul. b. 'n l tl I he (.'ttttirnttn.v alth ti I' 1r1.1 +;:u hu'++.• tts [)t;p.trtnient of It usrial .1t ei.:lrtus Itl•ticv,.tf Im•estit.whouN t►1Jli W'.awhinvtlm tit_ fit +�Icttt. A[.A t12 i I 1 idc' t tw itt:stut tl. R t,' Nt`vc;rt.► ontri nt.r...t.rker ti t;ryt -!t [ nt l.'tt11.'n trot rttt•tt[ WU. St.:‘ ens t uristruttioti 'o it:i nt luisrecentl. tttntr:!.ts:►[.bich I t►w't es41:a of Nord Rillrra a to Add :i priAtiction link! tc► :i plant loc.tteJ at 4; industrial 1/ Nitlittdntpitai. MA. We have pro: Weil iu:•tlr:tnix Ct► \'erag (including vti'ttrkur's ccnill.'titi.ttitt,nt to k.t•. Stet :n trtr Inure than thtrtt yeasts. I he cinnpiuueti WI' tti41. is untietwattt:n ht :\rneritiure Mutual Insurance t'ttrn[►.tn, under rttiie• 3 11'1'1 +111767. The 1x11tiey renewer! on 7 -1 -11) athl has not yet been rtx'ri• trt! Iitn i the .; ttutpan} In ctr.t:r to pat p rl cvv. - the: jith. %re h.t‘c: requested that the contrail!, endorse Ntas-,.ucliusetts ttt1ti tlie W4. ti 1t't)1111tt:11..iti+ctt1 :btlltla.it Call*: tilt t ctaritrietttr rtt prt:tvitic a lt)I1S t►, till• pu1i y ikdatation page sIit►ttiitlg CU crage in tlassthil iscits I Eat +wale tlti• lt:ttet tit eel tit, that ..e halt. regiw'Ied the pttlli'!. he enthtru;ti to elver i4l,tstiaclitusett. t_'tilxt,ure .'1: `:t ''n a the cudnrtic•.1 l+tttit t t :t+ t il a hl . tt< %4111 MP. lac , t;n t. i111 :e c:* rjri I rt.title ...1 turf[ ! ttU +1i eeltt tlllti Icttc r proof of t:t1N er:t}:t: UIitil that time 't i Irult - t ltl�l� (linter `'iet Presiddent 4( 7/27/2010 11:29 (407 291 - 9237 R.C. Stevens Construction Cheri Mosby - +Building & Permitting 2f5 I rit E The Commonwealth of Massachusetts _ Deportment of'Industrial Accidents ` .g-- Office X avz ee o� rib ►atirue►s t == . 17 .---.. 11 , ?R� 06 Wusl Wigton Street Boston, MA 02111 4 1 - 1 . 4 0 5 ' www mass govidia Workers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians/Plumbers Aoaticant Information Please Print Legibly Name (i sines,/organrzationitndividual): R • C . Stevens Construction Company Address: 3333 Lawrence Street City /State /Zip: , 1 32805 Phone #:407- 299 -3800 Are you an employer? Check the appropriate hox: Type of project (required): 1. © I am a employer w 3h MA/ 2 4 L 4. El 1 oat a general contractor and I employees (full andro part-time).* have hired the sub - contractors 'h• ❑ New construction 2. ❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have R. 0 Demolition working for me in. an capacity_ employees and have workers' Y 9. E. Building addition (No workers' comp. insurance comp. insurance.= required.] 5. ❑ We are a corporation and its i ' 10.0 Electrical repairs or additions. 3. ❑] I am a homeowner doing all work offtctrs have exercised their 11.0 Plumbing repairs or additions myself. (No workers' comp. right of exemption per MO 120 Roof repairs insurance required.]'' c. 152, 31(4), and we have no employees. [No workers' 13.0 Other __ ___ _ -- comp. insurance required] "Any applicant Mal cheeks box ;'l must also fill out the section Gelmv showing (heir workers' compensation policy intsstm+tion. * Homeowners w ho submit this affidavit indicating they are doing all work and then hire outside contractors most submit a new affidavit indicating such. :Contractors that check this bogie must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees_ If the sub - contractors have employees, they must provide their workers' oonrp. policy number. l am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Ameri. sure Mutual Insurance Company Policy # or Self -ins. Lic. #: WC13 3 0 7 6 7 Expiration Date: 7 /1 / 2 011 Job Site Address: 45 Industrial Drive _ Cityr'State/Zip:Northamptof,MA 01060 Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MCif. c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and'or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to S250.0O a day against the violator. Bc advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA insurance coverage verification. i do hereby certify un jff e p , enalries of that the ht formation provided above is true and on-rect. Signature: a. Date: 7/26/10 Phone #: 407 -299 -3800 Official use only. Do not write in this urea, to be completed by city or anon official City or Town: Permitli.icense #t Issuing Authority (circle one): ( 1. Board of Health 2. Building Department 3. Cittifl'own Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: I. City of Northampton • '' Massachusetts fts. DEPARTMENT OF BUILDING INSPECTIONS ✓ f S, 212 Main Street • Municipal Building - e vete" Northampton, MA 01060 �� Jim Lane Coca — Cola North America 45 Industrial Drive Northampton, MA 01060 August 4, 2010 re: 45 Industrial Drive addition 25A -185 Dear Jim, Here are the fee calculations for the proposed addition to the plant at 45 Industrial Drive in Northampton. Please submit the balance due amount with the application for the full permit. Feel free to contact me if you have any questions. Area Size Fee factor Estimated cost Fee 19,500 sq. Addition ft. $0.50 per sq. ft. $8,355,000.00 $9,750.00 Existing Building n/a $6.00 per $1000 of estimated cost of renovations or accommodations $3,645,000.00 $21,870.00 TOTAL FEES $31,620.00 LESS FEES PAID (Foundation) - $8,046.00 BALANCE DUE $23,574.00 Louis Hasbrouck Building Commissioner City of Northampton lhasbrouck@city.northampton.ma.us Building Code Review No. 1: 1. Submit signed and sealed structural calculations by a Massachusetts registered professional engineer that indicate the design consideration for all dead, live, snow, wind, and seismic loads as well as all load combinations. Sections 110.8, 1603 -1614 2. Submit steel shop drawings for all rebar placement. li Section 106.1.1 3. Submit construction control affidavits that are signed and sealed by the responsible Massachusetts registered architects and engineers. Section 116 4. Depict open perimeter on site plan for the unlimited area building to ensure firefighting access is continuous around building. Section 507.2 5. Submit a list of special inspections on structural fill and concrete. Sections 1703 *NOTE: This permit is being issued with the understanding that it is at the holder's risk with the building operation and without assurance that a permit for the entire building will be granted. Section 111.13 Based upon this review these plans are CONDITIONALLY APPROVED. Plans and specifications must be revised to correct deficiencies and resubmitted (three sets) for our final review and approval. A written description of the corrective action must be provided and identified by the corresponding comment number in the review. Following this procedure will expedite the re- review process and avoid delays in receiving final approval. Failure to identify a code violation during this process of the plan review DOES NOT give the permit applicant the right nor authority to violate the code. The fmal installation and construction must be in accordance with the code. COCA -COLA Chilled Juice Addition 45 Industrial Drive Northampton, MA BUILDING PLAN REVIEW NO. 1 FOUNDATION ONLY Plan review comments based upon the following codes: Massachusetts State Building Code 780 CMR 7th Edition. PROJECT: COCA -COLA Chilled Juice Addition 45 Industrial Drive Northampton, MA • USE GROUP: Non - separated Mixed Use (S -1, F -2) UNLIMITED AREA BUILDING • CONSTRUCTION TYPE: II -B (noncombustible; unprotected) Submitted for review were the following: City of Northampton building permit application dated 7/6/10; letter from Troy L. Sandlin, RA Project Architect for Hixon dated 7/2/10; Project manual signed and sealed by registered Massachusetts professional engineer Mark S. Frey, William H. Wiseman, and architect Thomas J. Hellmann dated 7/2/10; sheets C1.1, C1.2, C21., C2.2, C3.1, C3.2, C4.1, C4.2, C5.1 signed and sealed by registered Massachusetts professional engineer William H. Wisemann dated 7/2/10; sheets AD 1.1 e, AD 1.1 F, AD 1.1 g alt, A00.1, A00.2, A00.3, A0.le, A0.2, A1.lg, A1.lg alt, A3.0, A3.5, A4.1, A6.1, A6.3, A7.2 signed and sealed by registered Massachusetts architect Thomas J. Hellmann dated 7/2/10; sheets S0.1, S 1.1 e, S 1.1 g, S1.2, S2.1, S2.2e, S2.3, S3.1, S3.2, S3.3 signed and sealed by registered Massachusetts professional engineer William H. Wisemann dated 7/2/10; sheets MD1.1, M00.1, M00.2, M00.3, M00.4, M1.le, M1.lg, m1.2e, M2.1, M5.5, ED1.1, E00.1, E00.2, E1.0, E4.1 signed and sealed by registered Massachusetts professional engineer Mark S. Frey dated 7/2/10. - r ..f July 2, 2010 HIXSON Louis Hasbrouck Puchalski Municipal Building Northampton Office of the Building Commissioner 212 Main Street Northampton, MA 01060 Re: Compliance Alternative for exit access travel distances in an Existing Facility Coca -Cola North America 45 Industrial Drive Northampton, MA 01060 To the Office of the Building Commissioner: The existing Coca -Cola North America (CCNA) Facility is a non - separated, mixed use building (F -2, S -1). The entire building is equipped with an approved automatic fire suppression system. The scope of the proposed work includes the addition of (2) filling /packaging lines in the F -2 portion of the facility. Upon Hixson's initial code review, the existing 500' -0" x 750' -0" S -1 Warehouse Exit Access Travel Distance exceed the 250' allowed by the 780 CMR Table 1015.1. Hixson is proposing the addition of (4) new Exit doors from the existing Warehouse to the exterior. The placement of these doors will resolve approximately 80% of the non - compliant travel distance for the S -1 Warehouse use group. The enclosed floor plan "A00.1 Overall Life Safety Plan" indicates the separation of the existing use groups in the facility and the travel distances required for each of these non - separated use groups. The drawing also indicates the 4 new proposed door locations, as well as the area(s) that still exceed the 250' travel distance. In summary, Hixson and CCNA are proposing a Compliance Alternative for Exit Access Travel Distance for the remaining area that exceeds 250' in travel distance. The area in question is located directly adjacent to the F -2 / S -1 change of use, as indicated on the plan, and can be accessed with a 400' travel distance. In the event of an emergency, an individual will not experience any additional hazards when crossing from one use group to the other. Per 780 CMR Table 3403, F -2 and S -1 use groups both have an equal Hazard Index number of 3. 4":,` * fki HIXSON 4 �, e Troy L. Sandlin, R.A. „�� _�,� M��, s«�� T ot.,Ltrotet;vjAvid, � � Q1 �� ('incinnati, Ohio � 4 � +, Project Architect .• al' !� >132 !23) /'i ♦71/ Y 1 -),X X13 241 I287 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub - contractor(s) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self - insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. # 617- 727 -4900 ext 406 or 1- 877 - MASSAFE Revised 4 -24 -07 Fax # 617- 727 -7749 www.mass.gov /dia The Commonwealth of Massachusetts --.— Department of Industrial Accidents t # . -�, Office of Investigations = of 600 Washington Street W ' Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/ Contractors /Electricians /Plumbers Applicant Information Please Print Legibly Name (Business /Organization/Individual): Address: City /State /Zip: Phone #: Are you an employer? Check the appropriate box: Type of project (required): 1. ❑ I am a employer with 4. fl I am a general contractor and I employees (full and/or part- time).* have hired the sub - contractors 6. ❑New construction 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub - contractors have 8. fl Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers' comp. insurance comp. insurance.: required.] 5. El We are a corporation and its 10. ❑ Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, § 1(4), and we have no employees. [No workers' 13. ❑ Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub - contractors and state whether or not those entities have employees. If the sub - contractors have employees, they must provide their workers' comp. policy number. I am an employer that is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy # or Self -ins. Lic. #: Expiration Date: Job Site Address: City /State /Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone #: Official use only. Do not write in this area, to be completed by city or town officiaL City or Town: Permit/License # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/ own Clerk 4. r:lectrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone #: Version1.7 Commercial Building Permit May 15, 2000 SECTION 10- STRUCTURAL PEER REVIEW (780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Jim Lane, Coca -Cola North America _., as Owner of the subject property Hixson Architects Engineers Interiors act on my behalf n al matters rela ' e to work authorized by this building permit application. / 1„- Signature of Owner Date Chris Harmon I, ..... , as Owner /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury . w _ ,, ._, ... .. _ M___... Print Na m . w 07/02/2010 Signature o Own gent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : . �� .... License Number Address Expiration Date Signature Telephone SECTION 13 - WORKERS' COMPENSATION INSURANCE AFFIDAVIT (M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 0 No Sections 12 & 13 and Signature in 9.3 will be provided by RC Stevens construction prior to receipt of permit. Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9- PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES - FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116 (CONTAINING MORE THAN 35,000 C.F. OF ENCLOSED SPACE) 9.1 Registered Architect: .Thomas J. Hellmann Not Applicable ._, . ..... Name (Registrant): Hixson Inc. 659 Van Meter Street, Cincinnati, OH 45202 Registration Number u 08/31/2010 Address (513) 241 -1230 E iration Date S Telephone 9.2 Registered Professional Engineer(s): . Mark S. Frey Electrical 0 Name Area of Responsibility ;Hixson Inc. 659 Van Meter Street, Cincinnati, OH 45202 ;EN- 46568 -E 1 Address Registration Number 4 / (513) 241 1230 06/30/2012 Signature Telephone Expiration Date William (i Wiseman Civil Name Area of Responsibility Hixson Inc. 659 Van Meter Street, Cincinnati, OH 45202 EN- 36983 -C .14_, Addre ,� Registration Number (513) 241 -1230 06/30/2012 Expiration Date m... ure v Telephone Name Area of Responsibility ; Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor RC Stevens Construction Co. Inc Not Applicable ❑ Company Name: Allyn Brice , Responsible In Charge of Construction :333 Lawrence Street, Orlando, Florida 32805 p Address r Signature Telephone Versionl.7 Commercial Building Permit May 15, 2000 • 8. NORTUA MPTON ZONTNG Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 21.77 AC � 21.77 AC ... _ Frontage 460 (Industrial Drivo 460 (Industrial Drive Setbacks Front 176 176 Side L: .., R :160... L: 3 ' R: 60 ' Rear 60 .... 60 _ _ . Building Height 38 ' '38' ' ir_ Bldg. Square Footage 456 G48,. % 50% Open Space Footage % _w (Lot area minus bldg & paved 246,558 (26 227,592 i 24_ m parking) . ... # of Parking Spaces 155 155 Fill: (volume & Location) , N/A 2000cy at berm A. Has a Special Permit /Variance /Finding ever been issued for /on the site? NO 0 DON'T KNOW 0 YES IF YES, date issued: i 02/20/2004 IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES IF YES: enter Book Page i and /or Document #1 B. Does the site contain a brook, body of water or wetlands? NO 0 DON'T KNOW 0 YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: F 01/14/2010 ' C. Do any signs exist on the property? YES CD NO IF YES, describe size, type and location: :.Entry signs are located at the truck & empl. entrances D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 IF YES, describe size, type and location: E. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. E . Versionl.7 Commercial Building Permit May 15, 2000 SECTION 4- CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition ❑ Repairs ❑ Additions ❑ Accessory Building ❑ Exterior Alteration El Existing Ground Sign ❑ New Signs ❑ Roofing ❑ Change of Use ❑ Other ❑ Brief Description Of Proposed Work: ` Addition/ Renovation to the existing facility to add two new bottling lines. SECTION 5 - USE GROUP AND CONSTRUCTION TYPE USE GROUP (Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A -1 ❑ A -2 ❑ A -3 El 1A I ❑ A -4 ❑ A -5 ❑ 1 B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F -1 ❑ F -2 p 2C 0 H High Hazard El 3A ❑ I Institutional ❑ 1 -1 ❑ 1 -2 ❑ 1 -3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R -1 ❑ R -2 ❑ R -3 ❑ 5A ❑ S Storage ❑ S -i 151 S -2 ❑ 5B I ❑ U Utility ❑ Specify: M Mixed Use p Specify: ENon separated �.._- , _, �„ . ,�..�. r . S Special Use ❑ Specify: I COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND /OR CHANGE IN USE Existing Use Group: F 2, S -1 ? Proposed Use Group: F 2, S 1 Existing Hazard Index 780 CMR 34): F -3 _ „S-J= I Proposed Hazard Index 780 CMR 34): 'IQ _ .......... _,., _.... r..-. ...._,? SECTION 6 BUILDING HEIGHT AND AREA FiCE USE siLLy Iv , r BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION `∎ jk i � O p � , o " ` t l is E p ', 1 ' " ` Floor Area per Floor (sf) - u 1st '4 456 655; 1st ,.r .�. u.ro_....n ,„..... :44 , �„ � ' � , '; ',. i ... . .. .., ., .... 2 2nd . ,. p C ,ji+4 11, .� 2nd 6,500, 1, rd 4 � s 3 .. _. .... _ s a s �� z p 7 ,, 4m i Total Area (sf) 463, 155' Total Proposed New Construction (sf) :4:-:,,,,:44,1 ; 4 i 4 4 s� !, 16 , 600 { �' - � ' (414,4- 1k�� ° to Total Height (ft) 38 _ Total Height ft ',, � l ry - QQ � , 2O ,� I , S � P TE 4. 7. Water Supply (M.G.L. c. 40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public is Private ❑ Zone ?.,.. t Outside Flood Zone p Municipal 151 On site disposal system❑ - , Versionl.7 Commercial Buildin• Permit Ma 15, 2000 s City of Northampton Building Department t„,1,.:', ' a - 212 Main Street - m ::� . A ' ; . Room 100' Northampton, MA 01060 ,,;. , 4 k - ��; � � phone 413- 587 -1240 Fax 413- 587 -1272 � � , k APPLICATION TO CONSTRUCT, REPAIR, RENOVATE, CHANGE THE USE OR OCCUPANCY • , : R D 'M • ' H ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 - SITE INFORMATION -- 1.1 Property Address: This section 'to be`cs�nt Ieted office 45 Industrial Drive Map Let - U nit f, Northampton, MA 01060 :.: a . �.: ,t . ` , • ' .`,. . , Zdne : Overli t r1 t; P - k Elm AS•. bistrict CB ?rStrlc SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ;Jim Lane, Coca-Cola Nort America r45 Industrial Drive, Northampton, MA 01060 g Name (Print) Current Mailing Address: (413) 250 -6178 Signature A ir �`� r Telephone 2.2 Authorized •1nt: __ _ __ i Christopher Harmon, Hixson Inc. 659 Van Meter Street, Cincinnati, OH 45202 Name (Print) Current Mailing Address: :(513) 241 -1230 Signature Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building $ (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of $43,900.00, Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) , . _ .. . 5 $3,600.00 _. . _ „ 5. Fire Protection ..:. 6. Total = (1 + 2 + 3 + 4 + 5) $1 ,340,800.0 0` Che Numb � ) t This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner /Inspector of Buildings Date Fo(ANDAttoP °I'' File # BP- 2011 -0017 APPLICANT /CONTACT PERSON HIXSON INC ADDRESS/PHONE 659 VAN METER ST CINCINNATI (513) 241 -1230 PROPERTY LOCATION 45 INDUSTRIAL DR MAP 25A PARCEL 185 001 ZONE GI(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid cg 3 1 q/ d Typeof Construction: CONSTRUCT 16,600 SQ FT ADDITION & RENOVATE EXISTING (FOUNDATION ONLY) New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan /14 0 .)° THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability 1 2 , tik Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay 2 /3ifio Signa a of Building O 1 ial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. • 45 INDUSTRIAL DR. ` BP-2011-0017 GIS #: COMMONWEALTH OF MASSACHUSETTS 1 Map:Block 25A -185 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit # BP- 2011 -0017 Project # JS- 2010- 000878 Est. Cost: $1340800.00 Fee: $8046.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 948344.76 Owner: COCA COLA COMPANY (JIM LANE) Zoning: GI(100)/ Applicant: HIXSON INC AT: 45 INDUSTRIAL DR Applicant Address: Phone: Insurance: 659 VAN METER ST (513) 241 -1230 CINCINNATIOH45202 ISSUED ON:9/1/2010 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 16,600 SQ FT ADDITION & RENOVATE EXISTING (FOUNDATION ONLY) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/1/2010 0:00:00 $8046.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner File # BP- 2011 -0017 APPLICANT /CONTACT PERSON HIXSON INC ADDRESS/PHONE 659 VAN METER ST CINCINNATI (513) 241 -1230 PROPERTY LOCATION 45 INDUSTRIAL DR MAP 25A PARCEL 185 001 ZONE GI(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin P g ermit Filled out ` / ? f � V '7O -- Fee Paid (p J 1 d d Typeof Construction: CONSTRUCT 16,600 SQ FT ADDITION & RENOVATE EXISTING New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN FQRMATION PRESENTED: Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay Sig re of Building fficial Date ?// 5/(C Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. 45 IN i L DR BP- 2011 -0017 GIS #: COMMONWEALTH OF MASSACHUSETTS Map:Block: 25A -185 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP- 2011 -0017 Project # JS- 2010- 000878 Est. Cost: $1340800.00 Fee: $29916.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: R C STEVENS CO INC Lot Size(sq. ft.): 948344.76 Owner: COCA COLA COMPANY (JIM LANE) Zoning: GI(100)/ Applicant: HIXSON INC AT: 45 INDUSTRIAL DR Applicant Address: Phone: Insurance: 659 VAN METER ST (513) 241 -1230 WC CINCINNATIOH45202 ISSUED ON:9/17/2010 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT 16,600 SQ FT ADDITION & RENOVATE EXISTING POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace /Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/17/2010 0:00:00 $29916.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Louis Hasbrouck — Building Commissioner