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Specifications
FI R ESTO P CO. 4'6(42 aZ c70 c-f_G AUTOMATIC FIRE PROTECTION P.O. BOX 230545 TIGARD, OREGON 97281 -0545 (503) 620 -6140 RE: CONSUMER CELLULAR Warehouse Sprinkler Upgrade 16260 SW Upper Boones Ferry Rd. Storage in the warehouse area will be Class IV nonencapsulated commodity in racks with minimum 8' aisles, up to 14' maximum height of product, in order to allow minimum 18" deflector clearance of sprinkler heads above top of product. NFPA # 13 standards, 2007 edition, fig. 16.2.1.3.2 (d) curve E .495 gpm density /2000 square ft. (20' height). Adjust density by 60% for storage height up to 15' per • fig. 16.2.1.3.4.1 equals a design density of .30 gpm /2000 sq. ft. Hydraulic program and calculations prepared by Dee Lockwood, P.E. Section 16.2 • Protection Criteria for Rack Storage of Class I Through Class IV Commodities 583 Ceiling sprinkler density (mm /min) Curve Legend Curve Legend 8.2 10.2 12.2 14.3 16.3 18.3 20.4 22.4 24.5 A - Single- or double -row racks E - Single- or double -row racks I I with 8 ft (2.44 m) aisles with 8 ft (2.44 m) aisles A BC D E F G H with high temperature and high temperature ' -.J 11111111N11■1 mit111111N1111M1111111p1 ■.111■ ■■11,111■■MIMI■■1111 557 ceiling sprinklers and ■ ■ ■■lIMI ■MI ■■NI1IIINEW ■ •■ ■=•♦1111■ •••►t■■11M11•11 N 9 P ceiling sprinklers ■■■■■■■■, 1■ 1MIMIMI111MIMI .i■MI■MILII ■ ■ •■11NI ■■ ■ ■■ ■11 E ordinary temperature F- Single- or double -row racks ■■■■■ 1 ■■ 1111 ■■■ ■•■►1MIMINI■ \7A■MI •11•11MI■MIMI ■MI ■1 c in -rack sprinklers with 8 ft (2.44 m) aisles 1 - , - , ��MINNI '•�•�LO IIIMMI 'NIMI�IIE� 465 ° 8 - Single- or double -row racks and ordinary temperature ■■■■■■■■■ AM■MI1111 ■MI ■I.7■■ ■■OU7■MIMI■11MI ■■■ ■1111 m with 8 ft (2.44 m) aisles ceiling sprinklers ■ ■ ■■ ■ ■ \'■ \■ ■ ■A ■ ■MI ■\1� ■■■■MI►1■ 11■ ■MI11 1111■■■■ 1■ NIMI11 1\11 ■ ■11ANIMIMI \ \1111MI11VLIM ■■ ■ ■■■■■■ a with ordinary temperature G - Single- or double -row racks , ,- ■ ■ ■ ■■��'■■ 1111 ■A ■ •MI01 ■ ■11MI11�A1111■■■►�1111NI ■MI ° ceiling sprinklers and with 4 ft (1.22 m) aisles MIMIMINI■MINI11 ■MIIIIIII ■ ■1■ ■11�� ■1111■WILII■ ■ ■■■� ■ ■ ■S 372 a) ordinary temperature and high temperature ■■ ■NI ■■MI11MIMI ■A■\11MI■\111■MI11►\ ■1111■MIA► ■ ■ ■ ■11\1111 ■11 - •••■■■■ I.■ ■■\ ■U1111■ •\ •MI •61■11MI ■ ■\\■MIMI■■■11•11 S in -rack sprinklers ceiling sprinklers 11•••• 11.1 1 •11•�� j 10•j0�1•11WI 11.1110 \•••�1=11� N C- Single- or double -row racks H - Single- or double -row racks - 11■■■■ 11■ ■NI,1■11■►\11A ■MIMI1\■11■1 \11■■MIMI►�\`11 ■MINI■ ■11 279 o with 4 ft (1.22 m) aisles or with 4 ft (1.22 m) aisles MIMI■ •■ ••••■••MI\ \ ■\\■■■\\MINI■•■001111•■ ■11 MINI■ ■MIMI■■MIMIA■■ ■ \11\7IMINVI ■1► \ ■MI ■11■010■ ■MI ■11 multiple -row racks with and ordinary temperature 0 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ \ ■■11►MI►\ ■11•111CO 11■ \ \ ■ ■ ■■■ NAMMIE a high temperature ceiling ceiling sprinklers MINI ■ ■■MI ■MI ■MI■ \11•■11 ■►EMI \MI■ ■1101111 ■■ \EMI ■MI ■MII\SM1111 186 c sprinklers and ordinary - 11 111111111111 ■NI■ ■1111 ■■ ■■■ ■■MAIM ■ ■111111■■■ ■111111 ■11 ■ ■ ■ ■ ■■ ■ ■■■ ■■ 111111 ■ ■■ ■1111■ ■■ ■111111 ■MI■ ■■■111111 ■ ■11 O temperature in - rack ■ ■■ ■ 111111111111 ■ ■■ ■111111 ■1110■■ ■MI■11■MI■ ■■ ■ ■ ■11■■ ■1111 a sprinklers :: ■ �MIN�IIN�� •11��1•011••11�•••• ■•••••••••••�jjj 93 Single or double - row racks D - Sin . 20 0.25 0.30 0.35 0.40 0.45 0.50 0.55 0.60 with 4 ft (1.22 m) aisles or multiple - row racks with Ceiling sprinkler density (gpm /ft 2 ) ordinary temperature ceiling sprinklers and '.ote: Curves C and D also apply to ceiling sprinklers only for multiple -row ordinary temperature - ack storage up to and including 15 ft (4.57 m) high, and Figure 12.3.2.1.5.1 in - rack sprinklers Nall not be applied. L .E 16.2.1.3.2(d) Sprinkler System Design Curves - 20 ft (6.1 m) High Rack Storage • IV Nonencapsulated Commodities - Conventional Pallets. Ceiling sprinkler density (mm /min) Curve Legend Curve Legend 8.2 10.2 12.2 14.3 16.3 18.3 20.4 I A B C D A - 8 ft (2.44 m) aisles with E - 8 ft (2.44 m) aisles with high temperature ceiling high temperature ceiling sprinklers and ordinary sprinklers . II11 ■IIMIEN 11111111111111111111■1111omMiNMENIMM111111 557 temperature in -rack •U 1 ■ 1111 ■MI■ ■MI•UUU••NIIMIMINIMIMIMIMI■MIMIMI■1111 N F - 8 ft (2.44 m) aisles with ■ ■MIII ■ ■1111 ■ ■ ■MI ■ ■ ■■ ■1111 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ E sprinklers ■ Blau ■■1MI■MI11■■■MIMI■■MI■11MIMIMI■■MI11■ ordinary temperature 11111 1111 ■ ■ ■MI ■ ■ ■ ■ ■ ■ ■NI ■ ■11■ ■NININIMI■■MIMI■ ■NI11 o B - 8 ft (2.44 m) aisles with ordinary ceiling sprinklers ■111111■ \111111111111111111111111 ■■ ■ ■■■ ■■■ ■■■11111111111 465 temperature ceiling G -4 ft (1.22 m i ■lIMI■ ■■ll■MIMIMI ■MIMIMIMI■■ ■1111 ■ ■ ■■MI11NI■MIMI■ ■11 `° Y tem P ( m) aisles with In 111111■l111MII ■MIMI■NI■■■■1■■■■MI• iii m sprinklers and ordinary high temperature ceiling ■1111NI1'■1111■■�1MI11 •■11•1111•MI1111•■ Single NI H o temperature in - rack sprinklers ■ANI11lmoisol11111111111MIMI■1111•1•11 11MI point cm 372 sprinklers ••almniesink � U I .. . . 0 0mmjj\. design •w Y H - 4 d ft ( ary m) aisles with C- (1.22 m)aisleswith •■ •■ \11 ■ ■ ■ ■ ■ ■ •■ ■ ■ •MIMI ■ ■ \� only 1111 E ordinary temperature ■ ■1111■ ■ANI1 VIII ■ ■■ ■■■ ■111 ■MI■MI■■. y ■ I n high temperature ceilin ceiling sprinklers Iminuo miiia 11111 emimmoommoimixmosim 279 N sprinklers and ordinary 11 ■MIK1MIMI,11MI\ MIMIMIM■MINI■NINI■11MI■MI■■MIMI\M■■ \1111 `o temperature in -rack ■ ■■1W111110 ■■ ∎ ■■ ■\1111 ■NI■ ■1111■ ■q■ ■ ■ ■ \ \ ■ ■ \11 1111 ■ ■ •\ ■■11117 ■ ■C11■11MI■ ■MIMI •■ii■■■■■ \11■MIJ 2 sprinklers 11NI ■■ ■ ■UMI ■ \ ►V■ ■ ■NIMI■UU•U MI ■MIMIMI\ \ ■1 G D - 4 ft 1. ■ ■ ■■ \■ ■\MI1\■■■►�NI■■■NI1NI■■ ■MINI■ ■MIMI■OMI 186 c ( 22 m) aisles with ■ ■ ■ ■ ■ ■ ■■■■11111111 ••1111M■ ■1111 ■ ■11■■■■1111 co ordinary temperature ceiling MINI ■NI■■■ ■ ■NIMI111111■11MI11MIMI ■MIIIII MIMI■ ■11 s sprinklers and ordinary 1111 ■ ■MIMIMI■MIMI ■11011 ■ ■MI11MIMI■MI ■MIMI■■■■111111 d P Y ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■MI■ ■ ■ ■ ■ ■ ■ ■■ ■MINI■ ■MINI■■ ■MINI ■■0 0 temperature in - rack 1111 ■ ■ ■ ■11 ■MINI ■■ ■■■■■MINI■ ■1111■■ ■1111 ■ ■NIMI■ ■■1111 93 sprinklers • 5 0.20 0.25 0.30 0.35 0.40 0.45 0.50 1 Ceiling sprinkler density (gpm /ft l 1 _ 16.2.1.3.2(e) Single - or Double -Row Racks - 20 ft (6.1 m) High Rack Storage r System Design Curves - Class I and Class II Encapsulated Commodities - .tal Pallets. Sprinkler Systems Handbook 2007 Section 16.2 • Protection Criteria for Rack Storage of Class I Through Class IV Commodities 589 • - )priate by 16.2.1.3.4. The protection criteria shall apply to portable racks arranged 3me manner as single -, double -, or multiple -row racks. width indicated in Table 16.2.1.3.3.2 refers to the aisles between rack structures he aisles between individual ndr fdual racks. _ 3.4 Ceiling Sprinkler Density Adjustments. :ents to density or design area in 16.2.1.3.4 are sometimes based on in -rack criteria, none, minimum, more than one level but not in every tier, and every tier. When design tables, options of design may exist for many storage arrangements and �ities for "with" or "without" in -rack sprinklers. When the design is selected from shout in -rack sprinklers" column, no credits are given for having the "minimum" levels of in -rack sprinklers. The only time that credits are given for "minimum" e. than minimum" levels of in -rack sprinklers is where they actually are used. 4.1 For storage height over 12 ft (3.7 m) up to and including 25 ft (7.6 m) protected rig sprinklers only and for storage height over 12 ft (3.7 m) up to and including ' "' - m) protected with ceiling sprinklers and minimum required in -rack sprinklers, obtained from design curves shall be adjusted in accordance with Figure 16.2.1.3.4.1. 3 Height of storage (m) 3.05 4.57 6.10 7.62 9.14 10.67 M■■■■O■O■■■■■■■ ■L■E■■■■■■■■ ■I•I■■■■OMMOM■■■Mp■■■M■■■OM■ ■■■■■■■O■■■■■■■■'IM■■■■■■■■■ ■■■ ■ ■■■■■ ■ ■ ■ ■ ■ ■L ■■ ■ ■ ■■■■ ■ ■■ ■••■■■■■■■ ■■■ ■■►U■■■■ •■■■■■■ IIIIIIIIIIIIIVAIIIIIIII ■UI■•I•■UM ■ r ■■ ■ti■■■■■ ■ ■■■■ ■I ■ ■■ ■ ■ ■ ■■ ■ ■ ■■ ■■■M■■■■■ ■■■■ ■I,■■■■■■■■■■■■■ ■■■M■■■M■ ■■ ■/1■■■■■■■■ ■■■■■ O■■i1MMEMM■M■Er /ME■■EM■N■■■■■ ■■■■ ■ ■■ ■■ ■ ■ ■ ■Ii■■■■ ■ ■ ■U■■■ ■ ■■ ■■■O■■■■■■■■ ■N■■■■■■■■■■■■■■ ■■■U■■■ ■■■■■ ■I ■■■■■ ■■ ■ ■ ■■ ■ ■■ ■ ••••••••■ ■ •C■■■ ■■■■■ ■■■■ ■■■ ■■■■■■■M■■■ ■I■■OM■■M■O■■■■■ mm■■■■ ■■■■■■■nsim■■■■■ ■ ■■■■■■ MM■■■O■■ ■ ■■■WI■■ ■■■■■■■■■■■■■■ - w■/■o■■■■■■ru■■■■//■■■■■■■■■■ OMMEMOMMEMPAMOMMEMOMMMOMMEMMOM ■ ■ ■1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■. ■IHI ■■ ■ ■I ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■O■■■ ■I■■■■■■■■■■■■■■■■■■■ ■■■O■■■■■■■■■■■■■■■■■■■■■■■■ MOMMIUMMINIUMMEMOMMEMMOMMOMEM MMOMMEMEMIUMMOMMEMMOMMMOMMEM MINIMMOMMIMMEMOMMEMMMEMEMMINIMME ■•■■■M■ ■■■■■■■/ ■■■■■■ ■■■■■■• 0 10 12 15 20 25 30 35 Height of storage (ft) _- 16.2.1.3.4.1 Ceiling Sprinkler Density vs. Storage :_hts of 20 ft (6.1 m) are used as a base reference, since most full -scale testing clop the requirements in Section 16.2 were done at that level, which is why the are 16.2.1.3.4.1 crosses 100 percent of density at 20 ft (6.1 m). Taking advantage freights of storage Iess than 20 ft (6.1 m) is acceptable, due to a less severe fire _ zonally, a penalty is applied for storage over 20 ft to 25 ft (6.1 m to 7.6 m), due - : 'C in fire load. Note that the only exclusion from using Figure 16.2.1.3.4.1 is in 16.2.1.3.4.2. „ tee Sprinkler Systems Handbook 2007 FIRESTOP COMPANY Fire Sprinkler Reports for Consumer Cellular Inc. 16260 SW Upper Scones Ferry Rd. Portland, OR 97224 • aO PRsQc . Prepared By �'�" a , � Dee Lockwood a 11 • "Ad OREGON ,. � F9 19 � Q� � OO �CF LOC July 14, 2008 r: ^iWES: 12 - • - rlkE - F ire Sprinkier Hydraulics Calculation Program Elite Software Development, In c Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax FIRESTOP COMPANY Page 2 - General Project Data Report G enPrat nata Project Title: FIRESTOP COMPANY Designed By: Dee Lockwood Date: July 14, 2008 Code Reference: Approving Agency: Client Name: Consumer Cellular Inc. Phone: Address: 16260 SW Upper Boones Ferry Rd. City, State Zip Code. Portland, OR 97224 ' Company Name: Representative: Company Address: City And State: - Phone: Building Name: Building Owner: Contact at Building: Phone at Building: roject Data - - - Description Of Hazard: 14' Cl. IV Sprinkler System Type: WET Design Area Of Water Application: 2000 ft Maximum Area Per Sprinkler: 100 ft Default Sprinkler K- Factor: 8.00 K Default Pipe Material: SCHED 40 WET STEEL Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 500.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Model: Size: Temperature Rating. 286 F - Water .Supply Test Data - Source Of Information: Test Hydrant ID: Date Of Test. Hydrant Elevation: 0 ft Static Pressure: 100.00 psi Test Flow Rate: 2548.00 gpm Test Residual Pressure: 90.00 psi Calculated System Flow Rate: 1171.14 gpm Calculated Inflow Residual Pressure: 69.89 psi Available Inflow Residual Pressure: 97.63 psi Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.30 gpm /ft Number Of Active Nodes: 38 - Number Of Active Pipes: 37 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 23 Number Of Inactive Sprinklers: 0 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, inc. Lockwood Engineering LLC 503 -546 -0628 503 -445 -6388 Fax FIRESTOP COMPANY Pa.e 3 Fire Sprinkler Input Data Sprinkler Pressure Node Non - Sprinkler er Node No. Node Description Area Group KFactor er Estimate (psi) Elevation Discharge (feet) (gpm) 1 No Discharge N/A 69.89 0.00 0.00 2 Non- Sprinkler N/A 69.88 0.00 500.00 3 No Discharge N/A 68.09 0.00 0.00 • 4 No Discharge N/A 63.08 0.00 0.00 5 No Discharge N/A 50.22 14.70 0.00 11 No Discharge N/A 18.99 14.70 0.00 12 No Discharge N/A 18.36 14.70 0.00 13 No Discharge N/A 17.98 14.70 0.00 14 No Discharge N/A 17.78 14.70 0.00 15 No Discharge N/A 17.72 14.70 0.00 111 No Discharge N/A 17.71 15.50 0.00 112 No Discharge N/A 14.00 15.50 0.00 113 No Discharge N/A 13.68 15.50 0.00 114 No Discharge N/A 12.48 15.50 0.00 115 No Discharge N/A 13.48 15.50 0.00 201 Sprinkler 8.00 17.59 15.50 0.00 202 Sprinkler 8.00 17.68 15.50 0.00 203 Sprinkler 8.00 13.67 15.50 0.00 204 Sprinkler 8.00 13.55 15.50 0.00 205 Sprinkler 8.00 13.85 15.50 0.00 206 Sprinkler 8.00 13.45 15.50 0.00 207 Sprinkler 8.00 13.34 15.50 0.00 208 Sprinkler 8.00 13.28 15.50 0.00 209 Sprinkler 8.00 13.17 15.50 0.00 210 Sprinkler 8.00 13.53 15.50 0.00 211 Sprinkler 8.00 13.16 15.50 0.00 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Soitwale Development, Inc. I Lockwood Engineering LLC 503 - 546 -0628 503 -445 -6388 Fax • ! FIRESTOP COMPANY Page 4 • ;, Fire Sprinkler Input Data lode_l.n.put Data_(cont'd) -= Sprinkler Pressure Node Non - Sprinkler Node No. Node Description Area Group Elevation Discharge KFactor (K) Estimate (psi) (feet) (gpm) 212 Sprinkler 8.00 13.04 15.50 0.00 - 213 Sprinkler 8.00 12.27 15.50 0.00 214 Sprinkler 8.00 12.20 15.50 0.00 215 Sprinkler 8.00 12.32 15.50 0.00 216 Sprinkler 8.00 11.81 15.50 0.00 217 Sprinkler 8.00 11.55 15.50 0.00 218 Sprinkler 8.00 11.49 15.50 0.00 219 Sprinkler 8.00 13.25 15.50 0.00 ,. 220 Sprinkler 8.00 13.17 15.50 0.00 . 221 Sprinkler 8.00 13.37 15.50 0.00 222 Sprinkler 8.00 13.09 15.50 0.00 223 Sprinkler 8.00 13.01 15.50 0.00 Active Version 200 Pipe Capacity Monday, July 14, 2008 ,FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Soft ware Development, Inc. Lockwood Engineering LLC 503 -546 -0628 503- 445 -6388 Fax • sFIRESTOP COMPANY Pa•e 5 - - Fire Sprinkler Input Data 'a`� did � �a ; � ; �.? � " a � � ''"° = � � � e s .` { f Ei h 4 : ?': g � " v . ^ :.s��. - £ "i`T '3 rh W, k u 3:.x �.....� & Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter T ype Fitting Length Length Length (gpm /inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 PVC, CLASS 200 8.000 0 1.00 0.00 1.00 150 2 3 PVC, CLASS 200 6.000 0 2ETG 60.00 92.00 152.00 150 3 4 Backflo Prey 5.000 Loss • 4 5 SCHED 10 WET STEEL 4.000 0 ETB 14.00 55.00 69.00 120 5 11 SCHED 10 WET STEEL 4.000 0 8ET 202.00 130.00 332.00 120 11 12 SCHED 10 WET STEEL 4.000 0 8.20 0.00 8.20 120 12 13 SCHED 10 WET STEEL 4.000 0 8.20 0.00 8.20 120 13 14 SCHED 10 WET STEEL 4.000 0 9.00 0.00 9.00 120 14 15 SCHED 10 WET STEEL 4.000 0 10.00 0.00 10.00 120 • 11 111 SCHED 40 WET STEEL 2.000 0 2T 0.80 20.00 20.80 120 12 112 SCHED 40 WET STEEL 2.000 0 2T 0.80 20.00 20.80 120 13 113 SCHED 40 WET STEEL 2.000 0 2T 0.80 20.00 20.80 120 14 114 SCHED 40 WET STEEL 2.000 0 2T 0.80 20.00 20.80 120 15 115 SCHED 40 WET STEEL 2.000 0 2T 0.80 20.00 20.80 120 111 201 SCHED 40 WET STEEL 2.000 0 9.50 0.00 9.50 120 111 202 SCHED 40 WET STEEL 2.000 0 2.00 0.00 2.00 120 112 203 SCHED 40 WET STEEL 2.000 0 9.50 0.00 9.50 120 203 204 SCHED 40 WET STEEL 2.000 0 11.50 0.00 11.50 120 112 205 SCHED 40 WET STEEL 2.000 0 2.00 0.00 2.00 120 205 206 SCHED 40 WET STEEL 2.000 0 11.50 0.00 11.50 120 206 207 SCHED 40 WET STEEL 2.000 0 11.60 0.00 11.60 120 113 208 SCHED 40 WET STEEL 2.000 0 11.60 0.00 11.60 120 208 209 SCHED 40 WET STEEL 2.000 0 11.50 0.00 11.50 120 113 210 SCHED 40 WET STEEL 2.000 0 2.00 0.00 2.00 120 - 210 211 SCHED 40 WET STEEL 2.000 0 11.00 0.00 11.00 120 211 212 SCHED 40 WET STEEL 2.000 0 11.50 0.00 11.50 120 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program bite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax FIRESTOP COMPANY Page 6 - Fire Sprinkler Input Data Pine input Data ( c - ont'd) -- Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm /inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 114 213 SCHED 40 WET STEEL 2.000 0 6.50 0.00 6.50 120 213 214 SCHED 40 WET STEEL 2.000 0 8.50 0.00 8.50 120 114 215 SCHED 40 WET STEEL 2.000 0 1.50 0.00 1.50 120 215 216 SCHED 40 WET STEEL 2.000 0 8.00 0.00 8.00 120 216 217 SCHED 40 WET STEEL 2.000 0 8.50 0.00 8.50 120 217 218 SCHED 40 WET STEEL 2.000 0 8.00 0.00 8.00 120 115 219 SCHED 40 WET STEEL 2.000 0 6.50 0.00 6.50 120 219 220 SCHED 40 WET STEEL 2.000 0 8.50 0.00 8.50 120 . 115 221 SCHED 40 WET STEEL 2.000 0 1.50 0.00 1.50 120 221 222 SCHED 40 WET STEEL 2.000 0 8.00 0.00 8.00 120 222 223 SCHED 40 WET STEEL 2.000 0 8.50 0.00 8.50 120 Active Version 200 Pipe Capacity Monday, July 14, 2008 - ^711781111111•11111= FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax - FIRESTOP COMPANY Page 7 • - Fire Sprinkler Output Data _Overall_ Pipe Output_Data -___ Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Elevation Spk /Hose Residual Inside Dia. Q {gpm) (psi /ft) Fit -Len. PF-(psi) End. KFactor (feet) Discharge Pressure C -Value Velocity Fittings Tot Len. PE (psi) Node (K) (gpm) (psi) (f Type -Grp (ft) PV -(psi) 1 0.00 0.00 0.00 69.89 8.00 1171.14 0.00914 1.00 0.009 2 0.00 0.00 500.00 69.88 7.805 7.85 0.00 0.000 PVC, CLASS 200 150 0 1.00 0.000 2 0.00 0.00 500.00 69.88 6.00 671.14 0.01181 60.00 1.795 • 3 0.00 0.00 0.00 68.09 5.993 7.63 2ETG 92.00 0.000 PVC, CLASS 200 150 _ _ 0 152.00 0.001 Backflo 3 0.00 68.09 671.73 P rev 4 5.00 psi 0.00 63.08 64.23 4 0.00 0.00 0.00 63.08 4.00 671.14 0.09406 14.00 6.490 5 0.00 14.70 0.00 50.22 4.260 15.11 ETB 55.00 6.365 SCHED 10 WET STEEL 120 0 69.00 0.002 • 5 0.00 14.70 0.00 50.22 4.00 671.14 0.09406 202.00 31.229 11 0.00 14.70 0.00 18.99 4.260 15.11 8ET 130.00 0.000 SCHED 10 WET STEEL 120 0 332.00 0.002 11 0.00 14.70 0.00 18.99 4.00 603.95 0.07739 8.20 0.635 12 0.00 14.70 0.00 18.36 4.260 13.59 0.00 0.000 SCHED 10 WET STEEL 120 0 8.20 0.002 11 0.00 14.70 0.00 18.99 2.00 67.19 0.04506 0.80 0.937 111 0.00 15.50 0.00 17.71 2.067 6.42 2T 20.00 0.346 SCHED 40 WET STEEL 120 0 20.80 0.004 12 0.00 14.70 0.00 18.36 4.00 456.58 0.04612 8.20 0.378 13 0.00 14.70 0.00 17.98 4.260 10.28 0.00 0.000 SCHED 10 WET STEEL 120 0 8.20 0.002 - 12 0.00 14.70 0.00 18.36 2.00 147.37 0.19266 0.80 4.007 112 0.00 15.50 0.00 14.00 2.067 14.09 2T 20.00 0.346 SCHED 40 WET STEEL 120 _ 0 20.80 0.009 13 0.00 14.70 0.00 17.98 4.00 310.35 0.02258 9.00 0.203 14 0.00 14.70 0.00 17.78 4.260 6.99 0.00 0.000 SCHED 10 WET STEEL 120 _ - - 0 9.00 0.001 13 0.00 14.70 0.00 17.98 2.00 146.23 0.18992 0.80 3.950 113 0.00 15.50 0.00 13.68 2.067 13.98 2T 20.00 0.346 SCHED 40 WET STEEL 120 0 20.80 0.009 14 0.00 14.70 0.00 17.78 4.00 145.21 0.00554 10.00 0.055 15 0.00 14.70 0.00 17.72 4.260 3.27 0.00 0.000 SCHED 10 WET STEEL 120 0 10.00 0.000 14 0.00 14.70 0.00 17.78 2.00 165.14 0.23784 0.80 4.947 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax - FIRESTOP COMPANY Page 8 1 l - Fire Sprinkler Output Data verall Pipe Output Data (cont'd) Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Residual Q (gpm) PF -(psi) End. KFactor Elevation Discharge Pressure Inside Dia. Velocity (psi /ft) Fit -Len. PE -(psi) (feet) (gpm) C -Value Fittings Tot -Len. Node (K) (psi) (fps) Type Grp (ft) PV (psi) 114 0.00 15.50 0.00 12.48 2.067 15.79 2T 20.00 0.346 SCHED 40 WET STEEL 120 0 20.80 0.010 15 0.00 14.70 0.00 17.72 2.00 145.21 0.18747 0.80 3.899 115 0.00 15.50 0.00 13.48 2.067 13.88 2T 20.00 0.346 • SCHED 40 WET STEEL 120 0 20.80 0.009 111 0.00 15.50 0.00 17.71 2.00 33.55 0.01247 9.50 0.118 201 8.00 15.50 33.55 17.59 2.067 3.21 0.00 0.000 SCHED 40 WET STEEL 120 0 9.50 0.002 111 0.00 15.50 0.00 17.71 2.00 33.64 0.01253 2.00 0.025 202 8.00 15.50 33.64 17.68 2.067 3.22 0.00 0.000 SCHED 40 WET STEEL 120 0 2.00 0.002 112 0.00 15.50 0.00 14.00 2.00 59.03 0.03545 9.50 0.337 203 8.00 15.50 29.58 13.67 2.067 5.64 0.00 0.000 SCHED 40 WET STEEL 120 0 9.50 0.004 112 0.00 15.50 0.00 14.00 2.00 88.34 0,07475 2.00 0.149 205 8.00 15.50 29.78 13.85 2.067 8.45 0.00 0.000 SCHED 40 WET STEEL 120 0 2.00 0.005 113 0.00 15.50 0.00 13.68 2.00 58.19 0.03453 11.60 0.401 208 8.00 15.50 29.16 13.28 2.067 5.56 0.00 0.000 SCHED 40 WET STEEL 120 0 11.60 0.004 113 0.00 15.50 0.00 13.68 2.00 88.04 0.07428 2.00 0.149 210 8.00 15.50 29.43 13.53 2.067 8.42 0.00 0.000 SCHED 40 WET STEEL 120 0 2.00 0.005 114 0.00 15.50 0.00 12.48 2.00 55.97 0.03213 6.50 0.209 213 8.00 15.50 28.03 12.27 2.067 5.35 0.00 0.000 SCHED 40 WET STEEL 120 0 .6.50 0.003 114 0.00 15.50 0.00 12.48 2.00 109.17 0.11059 1.50 0.166 215 8.00 15.50 28.08 12.32 2.067 10.44 0.00 0.000 SCHED 40 WET STEEL 120 0 1.50 0.007 115 0.00 15.50 0.00 13.48 2.00 58.15 0.03449 6.50 0.224 219 8.00 15.50 29.12 13.25 2.067 5.56 0.00 0.000 SCHED 40 WET STEEL 120 0 6.50 0.004 115 0.00 15.50 0.00 13.48 2.00 87.05 0.07275 1.50 0.109 221 8.00 15.50 29.25 13.37 2.067 8.32 0.00 0.000 SCHED 40 WET STEEL 120 0 1.50 0.005 203 8.00 15.50 29.58 13.67 2.00 29.45 0.00980 11.50 0.113 - 204 8.00 15.50 29.45 13.55 2.067 2.82 0.00 0.000 SCHED 40 WET STEEL 120 0 11.50 0.002 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 -445 -6388 Fax - FIRESTOP COMPANY Page 9 • Fire Sprinkler Output Data verall Pipe_Out.put Data (cont'd) Nom. Dia. F. L. /ft Pipe -Len. Beg. Nodal Residual Q (gpm) PF (psi) End. KFactor Elevation Discharge Pressure Inside Dia. Velocity (psi /ft) Fit -Len. PE -(psi) Node (K) (feet) (gpm) (psi) C -Value (fps) Fittings Tot -Len. PV -(psi) Type -Grp (ft) 205 8.00 15.50 29.78 13.85 2.00 58.56 0.03494 11.50 0.402 206 8.00 15.50 29.34 13.45 2.067 5.60 0.00 0.000 SCHED 40 WET STEEL 120 0 11.50 0.004 206 8.00 15.50 29.34 13.45 2.00 29.22 0.00965 11.60 0.112 207 8.00 15.50 29.22 13.34 2.067 2.79 0.00 0.000 SCHED 40 WET STEEL 120 0 11.60 0,002 208 8.00 15.50 29.16 13.28 • 2.00 29.03 0.00954 11.50 0.110 209 8.00 15.50 29.03 13.17 2.067 2.78 0.00 0.000 SCHED 40 WET STEEL 120 - 0 11.50 0.002 210 8.00 15.50 29.43 13.53 2.00 58.61 0.03422 11.00 0.376 211 8.00 15.50 29.02 13.16 2.067 5.60 0.00 0.000 SCHED 40 WET STEEL 120 0 11.00 0.004 211 8.00 15.50 29.02 13.16 2.00 28.89 0.01019 11.50 0.117 212 8.00 15.50 28.89 13.04 2.067 2.76 0.00 0.000 SCHED 40 WET STEEL 120 0 11.50 0.002 • 213 8.00 15.50 28.03 12.27 2.00 27.94 0.00889 8.50 0.076 214 8.00 15.50 27.94 12.20 2.067 2.67 0.00 0.000 SCHED 40 WET STEEL 120 0 8.50 0.002 215 8.00 15.50 28.08 12.32 2.00 81.10 0.06381 8.00 0.510 216 8.00 15.50 27.49 11.81 2.067 7.75 0.00 0.000 SCHED 40 WET STEEL 120 0 8.00 0.005 216 8.00 15.50 27.49 11.81 2.00 53.61 0.02967 8.50 0.252 217 8.00 15.50 27.19 11,55 2.067 5.13 0.00 0.000 SCHED 40 WET STEEL 120 0 8.50 0.003 217 8.00 15.50 27.19 11.55 2.00 26.41 .0.00801 8.00 0.064 218 8.00 15.50 27.12 11.49 2.067 2.53 0.00 0.000 SCHED 40 WET STEEL 120 0 8.00 0.002 219 8.00 15.50 29.12 13.25 2.00 29.03 0.00954 8.50 0.081 220 8.00 15.50 29.03 13.17 2.067 2.78 0.00 0.000 SCHED 40 WET STEEL 120 0 8.50 0.002 221 8.00 15.50 29.25 13.37 2.00 57.81 0.03411 8.00 0.273 222 8.00 15.50 28.95 13.09 2.067 5.53 0.00 0.000 SCHED 40 WET STEEL 120 0 8.00 0.004 222 8.00 15.50 28.95 13.09 2.00 28.86 0.00943 8.50 0.080 223 8.00 15.50 28.86 13.01 2.067 2.76 0.00 0.000 SCHED 40 WET STEEL 120 0 8.50 0.002 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program _ Elite Software Development, In o' Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax FIRESTOP COMPANY Page 10 "Fire Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Z Density Discharge Node No. Code KFactor (K) (feet) (psi) (ft) (gpm /ft (gpm) 201 8.00 15.50 17.59 93.00 0.361 33.55 Sub Totals For Non -Group 93.00 0.361 33.55 202 8.00 15.50 17.68 93.00 0.362 33.64 Sub Totals For Non -Group 93.00 0.362 33.64 203 8.00 15.50 13.67 93.00 0.318 29.58 Sub Totals For Non -Group 93.00 0.318 29.58 204 8.00 15.50 13.55 93.00 0.317 29.45 Sub Totals For Non -Group 93.00 0.317 29.45 205 8.00 15.50 13.85 93.00 0.320 29.78 Sub Totals For Non -Group 93.00 0.320 29.78 206 8.00 15.50 13.45 93.00 0.316 29.34 Sub Totals For Non -Group 93.00 0.316 29.34 • 207 8.00 15.50 13.34 93.00 0.314 29.22 . Sub Totals For Non -Group 93.00 0.314 29.22 208 8.00 15.50 13.28 93.00 0.314 29.16 . Sub Totals For Non -Group 93.00 0.314 29.16 209 8.00 15.50 13.17 93.00 0.312 29.03 Sub Totals For Non -Group 93.00 0.312 29.03 210 8.00 15.50 13.53 93.00 0.316 29.43 Sub Totals For Non -Group 93.00 0.316 29.43 211 8.00 15.50 13.16 93.00 0.312 29.02 Sub Totals For Non -Group 93.00 0.312 29.02 • 212 8.00 15.50 13.04 93.00 0.311 28.89 Sub Totals For Non -Group 93.00 0.311 28.89 • 213 8.00 15.50 12.27 83.00 0.338 28.03 Sub Totals For Non -Group 83.00 0.338 28.03 214 8.00 15.50 12.20 83.00 0.337 27.94 Sub Totals For Non -Group 83.00 0.337 27.94 215 8.00 15.50 12.32 83.00 0.338 28.08 Sub Totals For Non -Group 83.00 0.338 28.08 216 8.00 15.50 11.81 83.00 0.331 27.49 Sub Totals For Non -Group 83.00 0.331 27.49 217 8.00 15.50 11.55 83.00 0.328 27.19 Sub Totals For Non -Group 83.00 0.328 27.19 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 -445 -6388 Fax . ;4FIRESTOP COMPANY Page 11 Fire Sprinkler Output Data .:Overall Spr Outpuu ._Data-:(.c-ont d) -.__ Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure z Density Discharge Node No. Code KFactor (K) (feet) (psi) (ft) (gpm /ft (gpm) 218 8.00 15.50 11.49 83.00 0.327 27.12 Sub Totals For Non -Group 83.00 0.327 27.12 • 219 8.00 15.50 13.25 83.00 0.351 29.12 Sub Totals For Non -Group 83.00 0.351 29.12 • 220 8.00 15.50 13.17 83.00 0.350 29.03 Sub Totals For Non -Group 83.00 0.350 29.03 221 8.00 15.50 13.37 83.00 0.352 29.25 Sub Totals For Non -Group 83.00 0.352 29.25 222 8.00 15.50 13.09 83.00 0.349 28.95 Sub Totals For Non -Group 83.00 0.349 28.95 223 8.00 15.50 13.01 83.00 0.348 28.86 Sub Totals For Non -Group 83.00 0.348 28.86 • Totals For All Groups 2029.00 0.348 671.14 Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax - FIRESTOP COMPANY Page 12 Fire Sprinkler Output Summary raulicall�r�111ost D.ema.ndin-g_S.pr_inkler_ Node HMD Sprinkler Node Number: 218 HMD Actual Residual Pressure: 11.49 psi HMD Actual GPM: 27.12 gpm Sprinkler Summary -- - - ' Sprinkler System Type: WET • Specified Area Of Application: 2000.00 ft Minimum Desired Density: 0.300 gpm /ft • Application Average Density: 0.336 gpm /ft Application Average Area Per Sprinkler: 86.96 ft Sprinkler Flow: 671.14 gpm Average Sprinkler Flow: 29.18 gpm LEIow VP.Lo -i y Anr1_lmbalanc-e_Summary -__ , Maximum Flow Velocity (In Pipe 14 - 114 ) 15.79 ft /sec Maximum Velocity Pressure ( I n Pipe 14 - 114) 0.01 psi . Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0081 psi Actual Average Nodal Pressure Imbalance: 0.0006 psi _ Actual Maximum Nodal Flow Imbalance: 0.7035 gpm Actual Average Nodal Flow Imbalance: 0.0498 gpm _Overa1LNetworkSum 1 Number Of Unique Pipe Sections: 37 Number Of Flowing Sprinklers: 23 Pipe System Water Volume: 98.19 gal Sprinkler Flow: 671.14 gpm Non - Sprinkler Flow: 500.00 gpm Total System Demand Flow: 1171.14 gpm Minimum Required Residual Pressure At System Inflow 69.89 psi Node: Demand Flow At System Inflow Node: 1171.14 gpm I I Active Version 200 Pipe Capacity Monday, July 14, 2008 FIRE - Fire Sprinkler Hydraulics Calculation Program Elite Software Development, Inc. Lockwood Engineering LLC 503 - 546 -0628 503 - 445 -6388 Fax FIRESTOP COMPANY Page 13 • Fire Sprinkler Output Data iElydraulic Supply/Demand Graph 100 100 90 • 90 - — �--- -- 80 U) 70 • 60 50 40 30 20 10 0• 3 6 9 12 15 18 21 24 27 30 Flowrate(x1 00) gpm Adjusted Hydrant Data Static Pressure: 100 psi Test Residual Pressure: 90 psi Test Flow Rate: 2548 gpm Demand Point Data Calculated Residual Pressure: 69.89 psi Calculated Flow Rate: 1171.14 gpm Excess Available Inflow Residual Pressure: 27.73 psi • Active Version 200 Pipe Capacity Monday, July 14, 2008 Approvals ASSE c C us et • C US Approved 1048 864.4 For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity UUFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. See literatue S -Colt- 200/300 for gate valve flow characteristics * = Rated Flow ** = UL Tested Horizontal Vertical N - Pattern 6" ( 250mm ) kPa psi 21/2" (65mm) * ** kPa psi ` j * ** 96 14 83 12 83 12 �' N 69 10 V 69 10 �� V 55 8 - • 55 8 ij 6 „... 28 4 ° 4 14 2 0 0 50 100 150 200 250 300 350 gpm 0 300 600 900 1200 1500 gpm - 0 190 380 570 760 950 1140 1330 Ipm 0 1140 2280 3420 4560 5700 Ipm 15 fps 15 fps 4.6 mps 4.6 mps 8" (200mm) 200mm • kPa psi 3" (80mm) * ** kPa psi * ** 83 12 83 12 - '... N 69 10 H 69 10 - v 55 8 ` �� N 55 8 j"�, 41 6 ` - � 41 6 >% 28 4�. . ---w° 28 4 �,.. *► �_ -- 14 2 14 2 0 0 0 0 0 100 200 300 400 500 gpm 0 500 1000 1500 2000 2500 gpm 0 380 760 1140 1520 1900 Ipm 0 1900 3800 5700 7600 9500 Ipm 15 fps 15 fps 4.6 mps 4.6 mps 4" (100mm) 10" (250mm4 kPa psi * ** kPa psi ** 165 24 83 12 138 20 H 55 1 8 ( v 110 16 6 i 83 12 �.�' 41 6 — 55 8 ,,.�. �.....'.. 28 4 I IILM 28 4 — 14 2+�'. - 0 0 r 0 0 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 Ipm 0 500 1000 1500 2000 2500 3000 3500 gpm 15 fps 0 1900 3800 5700 7600 9500 11400 13300 Ipm 4.6 mps fps mps IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS AUTOMATIC SPRINKLERS 40.1 i as FIRE PROTECTION PRODUCTS yr • • Nictaulia V34, K8.0 Models V3401, V3402, V3405 and V3406 Standard Spray Pendent, Upright and Recessed Pendent Standard and Quick Response PRODUCT DESCRIPTION These Model V34 standard assembly effort. This sprin- ture rises causing the liquid a!4> 4 spray sprinklers are kler is available in various in the bulb to expand. W `` designed to produce large temperature ratings (see When the ambient temper - i5' i discharge capacity in a chart on page 2) and fin- ature reaches the rated hemispherical pattern stan- ishes to meet many design temperature of the sprin- i ! 'r �' V3405 dard commercial applica- requirements. kler, the bulb shatters. As a . e4, V3406 tions. The design The recessed pendent result, the waterway is Recessed incorporates state -of -the- should be utilized with a cleared of all sealing parts Pendent art, heat responsive, frangi- and water is discharged 0 ® Model V34 recessed g V3ao5 '" ble glass bulb design (stan- escutcheon which pro- towards the deflector. The k.. -• V3406 s* dard or quick response) for °" ` . `" ° � "°"' ° dd q p ) vides up to 3 /4" (19 mm) of deflector is designed to dis F'l ,' ' ' prompt, precise operation. tribute the water in a at- adjustments. P The die cast frame is more tern that is most effective Sprinkler Operation in controllin ill f g and attractive g the fire. than traditional sand cast The operating mechanism Covers e is a frangible glass bulb 9 frames. It is cast wil lr a which contains a heat For coverage area and •'i hex- shaped wrench boss to responsive liquid. During a sprinkler placement, refer P•mbrot allow easy tightening from fire, the ambient tempera- to NFPA 13 standards. V3402 V3401 " many angles, reducing Upright . / TECHNICAL SPECIFICATIONS Models: V3401, V3402, V3405, MATERIAL Finishes: 0 1 V3406 SPECIFICATIONS ❑ Plain brass Style: Pendent, Upright or Upright Deflector: ❑ Chrome plated Recessed Pendent Bronze per UNS C22000 ❑ White painted ** Nominal Orifice Size: 17 /32" Pendent Deflector: LI Flat black painted ** (14 mm) Bronze per UNS C51000 0 Custom painted ** N- Factor: 8.0 Imp. (11,5 S.I.A) Bulb: Glass with glycerin solu Lead Nominal Thread Size: tion. ❑ Proprietary Nickel Teflon' 3" NPT (20 mm) Bulb Nominal Diameter: coating ** 0% ❑ Standard: 5,0 mm 155, 200, 286SR Only: �_ Max. Working Pressure: 0 Quick Response: 3,0 mm ❑ Wax 175 psi (1200 kPa) Factory Hydrostatic Test: Load Screw: Bronze per UNS 0 Wax over lead � , ^^ I ' 100% 0 500 psi (3450 kPa) C65100 For cabinets and other accesso Min. Operating Pressure: Pip Cap: Bronze per UNS ries refer to separate sheet. 7 psi (48 kPa) C65100 NOTE: Weather resistant recessed escutcheons available upon request. Temperature Rating: See Seal Teflon* tape �� e•>i chart on page 2. Spring: Beryllium nickel For K- Factor when pressure is mea- p g g Y cured in Bar, ,multiply S.I. units by I Frame: Die cast brass 65 - 30 10.0. I * Teflon is a registered trademark of �m1 Lodgement Spring: Dupont Co. Stainless steel per UNS S30200 •* Also, UL Listed for corrosion rests ACCESSORIES lance. (Exaggerated for clarify) Installation Wrench: ❑ Open End: V34 O Recessed: V34 VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Viptaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-800-PICK-VIC (1- 800 - 742 -5842) Ptiffne:905 -884 -7444 Phone: 32-9-381-1500 Phone: 610 -559 -3300 Phone 65-6235-3035 . Fax. 610 Fax: 905 - 884 - 9774 Fax: 32 - 9 - 380 - 4438 Fax: 610 Fax: 65 e - ntail:pickvic @victaulic.com e-mail: viccanatla @viclaulic.corn e-mail: viceuro@viclautic.he e-mail: vital @victautic.cont e -mail: vicap @viclaulic.corn 2547 Rev.E 6/04 ® Registered Trademark of Victaulic ® Copyright 2004 Victaulic SKU NWCAS- 66ULH0 Printed in U.S.A. . DISTRIBUTION PATTERNS • MODELS V3405, V3406 K8.0 STANDARD PENDENT AND RECESSED PENDENT DISTRIBUTION PATTERNS - TRAJECTORY 0 3,0 m 8 , \ �. 2,4 m 7 psi — — 48 kPa 1 \ \ 15 psi • \ \\ 103 kPa 4' 1,2 m • 30 psi 207 kPa 2' • 0,6 m 0 2' 4' 6' 8' 10' 12' 14' 16' 0,6 m 1,2 m 1,8 m 2,4 m 3,0 m 3,7 m 4,3 m 4,9 m MODELS V3401, V3402 K8.0 STANDARD UPRIGHT DISTRIBUTION PATTERNS - TRAJECTORY 2,4m \ 7 psi - - - - -- 48 kPa 6' \ 1,8 m • \ 15 psi 103 kPa 4' 1,2 m 30 psi • 207 kPa 2' 0,6 m • 0 2' 4' 6' 8' 10' 12' 14' 16' 0,6 m 1,2 m 1,8 m 2,4 m 3,0 m 3,7 m 4,3 m 4,9 m NOTES: 1. Data shown is approximate and can vary due to differences in installation. 2. These graphs illustrate approximate trajectories, floor - wetting, and wall- wetting patterns for these specific Victaulic FireLock Automatic Sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and Warranties. 3. All patterns are symmetrical to the centerline of the waterway. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. r This product shall be manufacturedy Victaulic Company. All products to be installed in accordance with current Victaulic installation /assembly instructions. Victaulic reserves the right to hange product specifications. designs and standard equipment without notice and without incurring obligations. 40.15 - 4 AUTOMATIC SPRINKLERS ' `v FIRE PROTECTION PRODUCTS uctaul c . V27, Ks.s Models V2703, V2704, V2707 and V2708 High Pressure Standard Spray Upright, Pendent and Recessed Pendent Standard and Quick Response PRODUCT DESCRIPTION These Model V27 high The die cast frame is more ture rises causing the liquid i a, : -,i V2707 pressure standard spray streamlined and attractive in the bulb to expand. - '7 = -_: ; V2708 sprinklers are designed to than traditional sand cast When the ambient temper - • > produce a hemispherical frames. It is cast with a ature reaches the rated �` spray pattern for standard hex - shaped wrench boss to temperature of the sprin- commercial applications up allow easy tightening from kler, the bulb shatters. As a ;-: to ordinary hazard, exclud- many angles, reducing result, the waterway is Recessed ing storage applications. assembly effort. This sprin- cleared of all sealing parts Pendent They have a rated working kler is available in various and water is discharged = 1 = pressure of up to 250 psi temperature ratings (see towards the deflector. The ''- ®® (1725 kPa) and are available chart on page 2) and fin- deflector is designed to dis- xr with either standard or ishes to meet many design tribute the water in a pat- V2708 quick response bulbs. The requirements. tern that is most effective ` design incorporates a state- Sprinkler Operation in controlling the fire. '• of- the -art, heat responsive, The operating mechanism Coverage `° frangible glass bulb design is a frangible glass bulb For coverage area and t (standard or quick w contains a heat s rinkler lacement, refer ' P P - -, .- • response) for prompt, pre- responsive liquid. During a to NFPA 13 standards. Pendent cise operation. fire, the ambient tempera- + V2703 V2704 Upright TECHNICAL SPECIFICATIONS Models: V2703, V2704, V2707, MATERIAL ACCESSORIES V2708 SPECIFICATIONS Installation Wrench: (� © Style: Pendent, Upright or Upright Deflector: y s� ty ❑ Open End: V27 Recessed Pendent Bronze per UNS C22000 ❑ Recessed: V38, V38 -3 Nominal Orifice Size: Pendent Deflector: O Socket: V27 7 1 /2" (13 mm) Bronze per UNS C51000 Finishes: K- Factor: 5.6 Imp. (8,1 S.1. ^) Bulb: Glass with glycerin solu- ❑plain brass Nominal Thread Size: CoR ❑ Chrome plated 1 /2" NPT (15 mm) Bulb Nominal Diameter: ❑ White painted" 1, ❑ Standard: 5,0 mm ❑ Flat black painted" Max Working Pressure: P i ❑ Quick Response: 3,0 mm ❑ Custom painted" 1-1 250 psi (;725 kPa) � .,,� Factory Hydrostatic Test: Load Screw: Bronze per UNS 0 Lead" 0.1.W 100% @ 600 psi (4190 kPa) C65100 ❑ 155fin/ , 200 , 286SR Only: Pip Cap: Bronze per UNS C65100 1 Min. Operating Pressure: 7 psi (48 kPa) O Wax over lead ** Temperature Rating: S ee Spring: Beryllium nickel For cabinets and other accesso- chart on page 2 Seal: Teflon* ta ries refer to separate sheet Frame: Die cast brass 65 -30 NOTE: Weather resistant escutcheons available upon request. Lodgement Spring: ^ For K- Factor when pressure is mca- Stainless steel per UNS S30200 Exaggerated for clarity stxetl in Bar, multiply S.I. units by 10.0. Teflon is a registered trademark of Dupont Co. " UL Listed for corrosion resistance in all configurations. • VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone:1 -800- PICK -VIC (1- 800 - 742 -5842) Phone 905 - 884 -7444 Phone: 32-9-381-1500 Phone 610-559-3300 Phone: 65 -6235 -3035 fax: 610-250-8817 Fax: 905 -884 -9774 Fax: 32-9-380-4438 Fax: 610-559-3608 Fax: 65-6235-0535 e- mail:pickvic5'victaulic.com e-mail: viCCanadaC'viclaulic.com e-mail: viceurotvictaulic.he email: vicalEvictaulic.com e-mail: vicap @viclauiic.com 2599 Rev. D 5/03 or Registered Trademark or Victauric a Copyright 2003 Victaulic Primed re 11.5. A DISTRIBUTION PATTERNS MODELS V2707, V2708 K5.6 STANDARD PENDENT AND RECESSED PENDENT DISTRIBUTION PATTERNS - TRAJECTORY 30 � _ , 8' \ 2,4 m \ 7 psi - - - - -- \ 48 kPa 18m \ I N's 15 psi \ 103 kPa 4 ' • 1,2 m 30 psi \ 207 kPa 2' `` r • 0.6m I 2' 4' 6' 8' 10' 12' 14' 0.6 m 1.2 m 1,8 to 2,4 m 3,0 m 3,7 m 4,3 m MODELS V2703, V2704 K5.6 STANDARD UPRIGHT DISTRIBUTION PATTERNS - TRAJECTORY 10' 3.0 m I 8' • \ . �` . 2.4 m 1. • 7 psi -- - --- I 48 kPa 6' ., \ I 1,8m 1 15 psi 1 03 kPa . 4 ` '" 1,2 m ` - 30 psi \ 207 kPa 0,6 m ' \\ '''''''',, , 2' 4' 6' 8' 10' 12' 14' 16' 0,8 m 1,2 m 1,8 m 2.4 m 3.0 m 3,7 m 4,3 m 4,9 m NOTES: 1. Data shown is approximate and can vary due to differences in Installation. 2. These graphs Illustrate approximate trajectories. floor- wetting, and wall- wetting patterns for these specific Victaulic F1reLock Automatic Sprinklers. They are provided as Information for guidance In avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the Authority Having Jurisdiction for specific Information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the performance of the sprinkler and will void all Listings, Approvals and War- ranties. 3. All patterns are symmetrical to the centerline of the waterway. EVNEGIVEMIEMINEMI WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. This product shall be manufactured by Victa ulic Company All products to he installed in accordance with current Victaulic Installation /assembly instructions. Victaulic reserves the right to change product specifications. designs and standard equipment without notice and without Incurring obligations 40.13 -4