Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3145 TIGER RUN CT; BLDG F; AS160067; Permit (2)
11/10/2020 AS160067 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS160067 Job Address: 3145 TIGER RUN CT Status: ISSUED Permit Type: SPRINK Applied 3/8/2016 Parcel No: 2210140200 Approved: 4/15/2016 Lot #:' 0 Reference No.: Issued: 4/15/2016 PC #: Inspector: Project Title: PALOMAR FORUM PHASE 2:BLDG F BLDG F: NEW OVERHEAD WET PIPE FIRE SPRINKLER SYSTEM Applicant: Owner: INDUSTRIAL FIRE SPRINKLER CO INC PALOMAR MELROSE Lt C C/O ARNEL DEVELOPMENT 3845 IMPERIAL AV 949 S COAST DR #600 SAN DIEGO CA COSTA MESA CA 619-266-6030 619-266-6035 Fees ($) Add'l Fees ($) Total ($) Balance ($) 573 0 • 573 0 1/1 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Palomar Forum II SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3133, 3137, 3141, & 3145 Tiger Run CITY: Carlsbad PHONE: ( 619) 266-6060 ext103 FAX NUMBER: (619) 266-6035 Largest Building (ft.2): 36.057 sf Sprinkled? YES Construction Type: V-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Tiger Run Court loop TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 110 PSI Hydrant Number (if applicable):H61758/H61762 Elevation of test: 447 •Feet Date/Time of Test': Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 4,000 GPM Residual Pressure 84 PSI At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi of no less more than 7,400 GPM, but exceeds maximum velocities of 15 fps. The maximum flow available at 15 fps is 4,000 gpm. 1Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:__________________________________________ TitIe/OrgaP-ect Manager Date: 11/10/2015. AS160066_3137 TIGER RUN CT-BLDG D AS1600673145 TIGER RUN CT_BLDG F ------------ --.--------. NrI iTI . Maximum Allowable ••Fire Flow - 4,000 I• on gip.. - iII.lk JIRiI — -- t,,1i -- M —. !I _ !JI!P 1 ---- I • — - - II.ui .-. 'JI dl- -' 111- . II I:a Wi.1 .wri• --N p I 5 .WIU I__ -- . ------------- -- ------------- - • IIU PW' tLU,iIiM. 1i IIIl I kmJLI _I1U I_IKI Zz ---,"-------- -- ----- --------------- __ .:i..iu ii.i..i. ..P iiu..u..a • Iu.I -------- ---------_-- ---- —--------- 1N*II I ------a- -- . U1iJi • N!I FI!kW rir u ii r &w — — -------------- • ----- ____ Rom ______S_,__ --------- — -- u.p.u.i i I IJ pIri ._ i Vre rrn ,•.. lN- I_ -. -- - --—-- --L. —ENIIt 1!1EII ••••1r.1 -- --- — — ---------- ----_ ______Si_••- — -- -- — — — — — — ---------- ------------- --- -- -- ,__—___ I -- --- --_------- ----- --- -- ----------- -- ___ --------------- -------------- -- --- -------------- — --- --------- — — --- — — -------------- — -------------- -- — — — ---------- ---- — --------------- --------------- --------------- III III Ill III III .111 III CMWD calibrated model JUNCTION (MOTYPE) Active Domain Inactive TANK (MOTYPE) Active Tank Domain Tank Inactive Tank a Active Reservoir 12- Inactive Reservoir Domain Reservoir 12. PIPE (MOTYPE) 7 " Active Pipe LU 0) i° Domain Pipe °' Inactive Pipe /ell N ' Active Check Valve 0 Domain Check Valve a a i Inactive Check Valve \ a / ,, PUMP (MOTYPE) Active 1r / •FH1 Domain " Inactive VALVE (MOTYPE) #' Active 404 "RAORr a " Domain °' Inactive 17 \ hydrants RrnC O \ Iran Road ANNO2 ANNO3 Prepared By: Date: 1111012015 10:27:17 AM .L Hydraulic Calculations for Project Name: PALOMAR BLDG F Location: LOTS 1,2 AND 8 TIGER RUN COURT, CARLSBAD , CA., Drawing Name: bldg F Mezz calc Calculation Date: 4/4/2016 Design Remote Area Number: REMOTE AREA # I Remote Area Location: BLDG F LOWER MEZZANINE Occupancy Classification: Light Hazard Commodity Classification: LH Density: 0.100gpm/ft2 Area of Application: 1500. 00ft2 (Actual 903.02ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 7 Type of System: WET Volume of Dry àr PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 500.00 at Node: I Type: Allowance at Source 100.00 at Node: 15 Type: Hydrant Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 845.95@60.107 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: KIRA SANDAGE Authority Having JurisdictionCARLSBAD FIRE Notes: Automatic peaking results Left: N/A Right: N/A AS 160067 3145 TIGER RUN CT 160 M.E.P.CAD. Inc. AutoSPRlNK® 12 02.0A7.0 REMOTE ARE 4/4/2016 2:19:14PM Paae 1 Cl- Hydraulic Graph Job Name: PALOMAR BLDG F N 1.85 Remote Area Number: REMOTE AREA # I Date: 4/4/2016 ou - - Water Supply 35 I Summary Sheet Node:1 20 Static Pressure 110.000 05 845.95 @jP.532 90 -. 00.00 @ 84.000 75 345$5 60.107 60 845.95 with Hose Allowance at Source System demand curve 15 0...iLIiiJJhlIIIIlIIIIIIIIIII lIIIIIII IgIllilit 111111111 11111 ciii 111111111 I I I I I I I U800 1001) 2400 Jzuu 4000 4600 5600 6400 7200 8000 - Flow - gpm ,© M.E.P.CAD. Inc. Ell AutoSPRINK® 12 02.0.47.0 4/4/2016 2:19:16PM Page 2 T-7 776 Job Number: 15-818 Rpnort flesirintinn I inht Hrd (RFMflTIAPJAI1 Device Actual Flow (Qom) Minimum Flow (gpm) I K-Factor (K) Pressure (psi) Hydrant 15 100.00 100.00 0 61.681 c Sprinkler 310 33.00 33.00 8 17.016 Sprinkler 311 33.19 33.00 8 17.213 Sprinkler 312 34.44 26.00 8 18.530 Sprinkler 347 35.34 28.80 8 19.513 Sprinkler 348 38.13 31.20 8 22.723 Sprinkler 349 34.86 31.20 8 18.983 Sprinkler 355 37.00 36.00 8 21.389 Most Demanding Sprinkler Data fl. 44 AR C fl ('An I.... ranA..&_C'flflIflhI#fR 4t ..4'% fl fl fl S IS I#fl5 fl.A1S.S7fl* . - Job Name: PALOMAR BLDG F emoe Area 'Number: REMOTE AREA #1 Date: 4/4/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E ui Length (Foot) Length (Foot) C Factor Total Pt Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Friction(Pf) Node 2 Etev2 00) Total Flow Actual ID Total (Foot) 310 8'-9 8 33.00 1 (See Notes) 3'10Y2 120 17.016 ' Route l'•'• Sprinkler,. 2E(2'-3%) 0.285187 -1.246 65 11'-71A A .33.00 1.0800 8'-5% 2.420 65 11'-7% 1 17-0 120 18;189 0.328645 138 11 '-7Y2 33.00 1.0490 1'-0 3.944 138 11'-7% 35.34 1% (See Notes) 10'8V2 120 22.133 Flow (q) from Route 5 T(6l7h/2), PO6'-7%) 13-2% 0.301368 0.704 181 101-0 1:7 IN Z 68.34 1.4080 23'-11Y4 7.213 181 10'-0 57.07 2 (See Notes 150'-11',4 120 30.050 Flow (q) from Route 2 3E(5 0) P0(10' 0) 25'-O 0.104739 -5.419 42 22 6 12541 2 2030 175'-ll 18430 42 22-6 4 (See Notes) 75'5% 120 43.061 E(10'-O), PO(20'-O) 300 .003987 0.003987 -5% 17 22-6 IE- - . 125.41 4.3100 10515% 0.421 17 22'-6 . 6 . (See Notes) 148'9% 120 43.482 4E(17-7%) T(37'-83/4) 108'-1Y2 0000601 30 22-6 12541 63570 256-111/4 0.154 30 22'-6 120.54 6 (See Notes) 22'0 120 43.636 Flow (q) from Route 4 CV(40'-2%), BV(12'-7), E(17'-7%) 70'5 . 0.002089 9.971 13 . -0'-6 245.95 6.3570 92-4h 0.193 13 4-6 8 (See Notes) I - 242'1 140 53.801 2E(32'-8%), 2EE(16'-41h), BFP(-12.000), T(63'-71/2) 161-9A 0.000379 12 -0'-6 YNINK01-13? 245.95 8.5100 2 403' IOY 12.153 12 4-6 . 8 (See Notes) 1596'9% 140 65.954 T(63'7'/2 EE(16 -4), 2E(32'-8%) 0.000095 .1 13'-4Y2 .. .116.64 .. 8.5100 500.00 .- 60.107 Hose Allowance At Source Total(Pt) Route I I 845.95 311 8-9 8 33.19 1 __ (See Notes) 3'-101/2 120 17.213 ••••'Route2••••• Sprinkler, 2E(2-3%) , 4-7h 0288239 -1.246 66 11-7% 3319 0800 Ti 8-5% 2.446 A. ..... ri,, • .-.. . ...-..--- .. Job Name: PALOMAR BLDG F Rembte Area'Number: REMOTE AREA # 1 Date: 4/4/2016 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fiftings & Devices Equiv. (Foot) Length (Foot) C Factor Total(pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when are added directly to (P0 and shown as a negative value. Fitting (Foot)Loss Friction Per Unit Elev(Pe) applicable, Node 2 Total Flow Actual ID (Foot) Friction(PO 66 11'-7% 1 20'-0 120 18.412 332162 0.332162 -0 151 11-7V2 3319 10490 20'O 6.643 151 1l'-71/2 37.00 1% _______ (See Notes) 2'81/2 120 25.055 Flow (q) from Route 3 E(3'-3%), PO(6'-7Y2) 91-11 0.316630 0.704 184 10'-O Al 70.19 1.4080 i'-v 3.998 184 101-0 2 12'-O . 120 29.758 0.024411 181 10'-0 57.07 2.2030 12'-0 0.293 30.050 Total(Pt) Route 2 355. 8-9 8 37.00 1 (See Notes) .51-10Y2 120 21.389 '••• Route 3 '• . Sprinkler. E(2 3%) T(5-9%) 81-0% 0352382 -1.246 151 11 7l, 3700 10800 13'-11 4.913 25.055 Total(Pt) Route 3 349 8'-9 8 34.86 1 (See Notes) 5'-4Y2 120 18.983 " Route 4• Sprinkler, E(2'-3%), T(5-9Y4) 8'-0% 0315561 -1;246 144 11 -7Y2 3486 1 0800 13 4242 144 11'-7Y2 34.44 w (See Notes) 19.8Y 120 21.978 Flow (q) from Route 7 T(6-71/2), PO(6'-7Y2) 13-2% 0.309190 0.704 190 10'-0 $. 69.29 1.4080 23'-11Y4 . 7.401 190 101-0 51.25 2 (See Notes) 164'81,4 120 30.083 Flow (q) from Route 6 T(10 0) LtE(3-0) E(5-0) PO(10'-O) 28-0 0.097336 - 5.419 45 22 6 120 54 2 2030 - 192' 81. 18.758 45 22'-6 4 (See Notes) 27'9 120 43.422 E(10 0) 10,-0 0003706 36 226 NO 12054 43100 0.140 36 22'-6 6 (See 95'91h 120 43.562 T(37'-8%) Notes) I37'-8% 0000558 30 22'-6 12054 63570 133 6 0.075 43.636 Total(Pt) Route 4 347 8'-9 8 35.34 1 (See Notes) 3'-101A 120 19.513 ' Route 5 • Sprinkler E(2'3%), T(6-9%) 8'-0% 0.323709 -1.246 138 11'-7Y2 35.34 1.0800 11,-I 3.866 Job Name: PALOMAR BLDG F Rem6te Area 'Number: REMOTE AREA #1 Date: 4/4/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) (Foot) Length (Foot) C Factor Total Pt Notes Fitting!bevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P shown as a negative value. E u(Foot)P1 Fitting Friction Loss Per Unit Elev(Pe) Node 2 Elev2 00) Total Flow Actual ID Total (Foot) Friction(Pf) 22.133 Total(Pt) Route 5 348 8'-9 8 38.13 1 (See Notes) 5'-8% 120 22.723 ••••• Route 6••••• Sprinkler. E(2-3%) T(5-9%) 81-0% 0372665 -1.246 142 11 7Y2 38.13 1.0800 13-9% 5.138 142 11'-7% 1% (See Notes) 10'8Y2 120 26.614 T(6 7½) P0(6-7%) 13'-2% 0.102423 0.704 187 101-0 38.13 1 4080 23-11% 2452 187 101-0 13.11 2 15'-7% 120 29.770 Flow (q) from Route 10 0020003 190 10 0 5125 22030 15-7% 0.313 30.083 Total(Pt) Route 6 312 8'-9 8 34.44 1 (See Notes) 4'4h/2 120 18.530 •••••Route 7••"• Sprinkler, 2E(2 3%) 4'-7'h 0.308582 -1.246 68 11 -71/2 3444 1 0800 8 11% 2 772 68 11 '-71/2 1 3-4 120 20.056 0.355605 97 11' 7% 3444 1.0490 1.188 97. 11'-7% 1v4 8'8 120 21.244 0084810 144 11-7% 3444 14080 8-8 0.734 21.978 Total(Pt) Route 7 15 9'-4% 100.00 8 (See Notes) 19'-4 140 61.681 Route8 Hydrant, E(32'-8%), T(63'-7%) 96'-4Y4 0.000072 2.859 18 2'-9% 100.00 8.5100 115'-8Y4 0.008 18 2'-9'/2 129.32 8 (See Notes) 427'9 140 64.549 Flow (q) from Route 9 Water Supply 0000333 -4.584 1 13'-4% 229.32 9.5100 427-9 0.143 60.107 Total(Pt) Route 8 12 -0'-6 8 (See Notes) 172'-5 140 65.954 **see Route 9 see so E(32'-8%) 32'-8% 0000116 -1.429 18 2-9% 12932 85100 205 1% 0024 64.549 Total(Pt) Route 9 Job Name: PALOMAR BLDG F Remote Area Number: REMOTE AREA # I Date: 4/4/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 'Foot' K-Factor this step Nominal ID Devices (Foot) FittingfDevice (Equivalent (q) Equiv. Fixed Pressure Losses, when (Foot) Pf Friction Fitting Length) Elev(Pe) - - Node 2 Elev 2 .;:i Total Flow Actual ID Length Loss Per Unit applicable, are added directly Total (Foot) (Q) (psi) Fr,ction(Pf) to (PQ and shown as a (Foot) negative value. 184 101-0 2 7-10% 120 29.758 '•••RoutelO.''.' 0001607 187 10 0 1311 22030 7101/ 0.013 29.770 Total(Pt) Route 10 ,0 M.E.P.CAD, Inc. All AutoSPRlNK® 12 02.0.47.0 REMOTE AREA # 1 414/2016 2:19:19PM Pace 7 Job Name: PALOMAR BLDG F Remôte Area' Number: REMOTE AREA # I Pate: 4/4/2016 ko Actual Inside Diameter ' 4.87 F Schedule 40 Steel Pipe Inside Diameter) - Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn goe cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device . fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap Hydraulic Calculations for Project Name: Drawing 11 Location:,, Drawing Name: bldg F UG REV. 4-4-16 Design Remote Area Number: REMOTE AREA #2 Remote Area Location: BLDG F Occupancy Classification: Extra Hazard Group I Commodity Classification: EXTRA HAZARD Density: 0.450gpm/ft2 Area of Application: 3000.00ft2 (Actual 3049.56ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 38 Calculation Date: 4/4/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: I Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1796.78@94.132 Water Supply Information: Name of Contractor: Address: Phone Number: Authority Having Jurisdiction: Notes: Automatic peaking results Name of designer: KIRA SANDAGE Left: 94.132 Right: 94.132 © M.E.P.CAD, Inc. 13JAutoSPRINK@ 12 02.0.47.0 REMOTE ARE 4/4/2016 2:17:27PM Page 1 0- Hydraulic Graph Job Name: Drawingil N 1.85 Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Qu - - Water Supply Summary Sheet Node:1 20- Static Pressure 110.000 05 - 798@ 104.085. 1696.78 1@ 94.132 so 1796.78 with Hose Allowance at Soume____________ 000.00 @ 84.000 75 64 0 tem demand curve 30 15 o- IfjjLjLLjJ1IIIII!IIIIIJIII lIIlIIiI tilillill 1111111 It 111111 III 1111111 II II I I I I I I I U800 1 bUU 2400 .i2UU 4000 4800 5600 6400 7200 8000 Flow - gpm &© M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 4/4/2016 2:17:28PM Page 2 Su esmmary Of Outfiowing Devic I Job Number: 1 Reoort Descriotion: Extra Hazard Grouo I (REMOTE AREA 9 2 Device . Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 201 45.00 45.00 14 10.332 Sprinkler 202 45.87 45.00 14 10.737 Sprinkler 203 49.53 45.00 14 12.517 Sprinkler 204 51.71 45.00 14 . 13.642 Sprinkler 205 41.11 39.60 14 8.621 Sprinkler 206 42.23 39.60 14 9.099 Sprinkler 207 21.94 15.00 5.6 15.357 Sprinkler 208 22.14 15.00 5.6 15.636 Sprinkler 209 53.93 45.00 14 14.837 Sprinkler 210 54.06 45.00 14 14.910 Sprinkler 211 55.30 45.00 14 15.602 Sprinkler 212 56.40 45.00 14 16.230 Sprinkler 213 20.24 15.00 5.6 13.060 Sprinkler 214 54.97 31.50 14 15.419 Sprinkler 215 55.26 31.50 14 15.582 Sprinkler 216 20.35 15.00 5.6 13.200 Sprinkler 217 22.05 15.00 5.6 15.502 Sprinkler 218 22.16 15.00 5.6 15.665 Sprinkler 219 55.78 45.00 14 15.873 Sprinkler 220 55.91 45.00 14 15.951 Sprinkler 221 57.15 45.00 14 16.661 Sprinkler 222 58.28 45.00 14 17.330 Sprinkler 223 57.56 45.00 14 16.905 Sprinkler 224 57.91 45.00 14 17.108 Sprinkler 225 21.20 15.00 5.6 14.332 Sprinkler 226 21.31 15.00 5.6 14.484 Sprinkler 227 59.48 45.00 14 18.049 Sprinkler 228 59.83 45.00 14 18.264 Sprinkler 229 21.91 15.00 5.6 15.306 Sprinkler 230 22.02 15.00 5.6 15.467 Sprinkler 231 59.29 45.00 14 17.935 Sprinkler 232 59.42 45.00 14 18.012 Sprinkler 233 60.60 45.00 14 18.737 Sprinkler 234 61:80 45.00 14 19.483 Sprinkler 235 23.23 15.00 5.6 17.215 Sprinkler 236 63.06 45.00 14 20.289 Sprinkler 237 63.43 45.00 14 20.530 Sprinkler 238 23.36 . 15.00 5.6 17.395 Most Demanding Sprinkler Data a, f,% RR C fl #%Afl I.. IWU A..&_CflflIkIIa'lR 4 f ..4fl ft A7 ft AIAS#tl%40 fl.r7.tflfllS fl___ Job Name: • Drawing ll Rembte Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) 'K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when to negativevaluea5 a shown Fitting Z? Loss Per Unit (psi) Elev(Pe) Node 2 Total Flow E (Foot) Actual ID Friction(Pf) 201 26-6 14 45.00 2% (See Notes) 101-I 120 10.332 •••'• Route l••••' Sprinkler 101 -10040220 202 25'-6 PER 12834 27050 0405 202 ______ 25'-6 __________ 14 45.87 __________ 2% ________ (See Notes) 13'2 120 10.737 Sprinkler, 2E(6'-0) 12'-0 0.070792 203 25'-6 174.21 2.7050 25'-2 1.780 203 25'-6 14 49.53 21/2 (See Notes) 10'O 120 12.517 Sprinkler 0.112468 204 25'-6 P 223.74 2.7050 1.125 204 26-6 14 51.71 2Y2 (See Notes) 4'6 120 13.642 Sprinkler, P0(12 0) 0165226 11 25-6 27545 27050 2726 11 26-6 150.82 21/2 (See Notes) 3'0 120 16.368 Flow (q) from Route 6 P0(1 2'-0) 12'-0 . 0.370610 1.301 12 22'-6 426.27 2.7050 151-0 5.559 12 22-6 88.30 4 9'-11 120 23.228 Flow (q) from Route 14 0.054316 13 22'-6 514.57 4.3100 9-11 0.540 13 22'-6 377.66 4 9'-11 120 23.768 Flow (q) from Route 4 0.150362 14 22-6 16 892.24 4.3100 9-11 1.494 14 22'-6 390.36 . 4 . 9'-I1 120 25.262 Flow (q) from Route 5 0294248 15 22-6 128259 43100 2924 15 22-6 . 414.19 4 (See Notes) ... 3'2 ' 120 28.186 Flow (q) from Route 11 6.508 101-0 0.49380 ..169.78 4.3100. •••I3'2 16 16. ...22-6 22'-6 . 6 (See Notes) 36'l 120 34.694 T(37'8%) 37'-8% 0.074409 17 22'-6 • 1696.78 63570 5.492 17 22'-6 . 6 (See Notes) 1491 0 120 40.186 3E(17'-7), fE(I2'-7), T(37'-81/2) 103,-1 0.068270 8 22'-6 1619.62 6.3570 252'-1 17.211 As tF'. RA C 0 fAr I.,... 'iD A..4 DIIIVI ..4 f .47 f r,RlrvrI Arfl* .0 'l AI'fl Job Name: Drawing I I Remote Area' Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices :h (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when are added directly to (P1) and shown as a negative value. Fitting : Pf Friction Loss Per Unit Elev(Pe) applicable, Node 2 Total Flow Actual ID (Foot) Friction(Pf) 8 22'-6 77.16 6 (See Notes) 2'4 120 . 57.397 Flow (q) from Route 22 - E(17 7) 17-7 ,. 0074409 7 226 169678 63570 19'-11 1.483 7 22'-6 6 (See Notes) 269 120 58.880 . E(17'-7) 17'-7 0.074409 11.159 10 -3'-3 1696.78 .6.3570 3.225 10 4-3 8 5'-O 140 73.264 0.013990 6 4-3 '. 1696.78 8.4500 5-0 0.070 6 4-3 8 (See Notes) 183'.5 150 73.334 2E(27'-2), LtE(19'-71/2) 73'-11 Y2 0.016271 0.402 5 4-2 1696.78 7.9800 257'-4Y2 4.188 5 -4'-2 8 (See Notes) 16'1 140 77.924 2E(31'-7%), BFP(-12.000), LtE(22'-10) 86-1 0.013990 4 4-2 1 M. 1696.78 8.4500 107-2 13.429 3. 29 4 . -4'-2 8 (See Notes) .25'0 150 91.353 T(52--1 0) 52'-10 0.016271 0.015 3 -4'-2%. 1696.78 7.9800 1.266 3 -4'-2Y2 8 (See Notes) 763'1 150 92.634 E(27'-2), S 27'-2 0.005922 -3.182 I . 3'-l% 982.56 7.9800 790' 2Y - 2 4.680. 100.00 94.132 Hose Allowance At Source Total(Pt) Route 1 I 1796.78 205 26-6 14 41.11 11/4 (See Notes) • 6-3 120 8.621 ••'••Route2..... Sprinkler, P0(6-71/2) 67A 0117673 18 25-6 4111 14080 12 1c% 1 513 18 26-6 42.23 2% • 10'-11 120 10.134 Flow (q) from Route 3 • 0018094 • 201 256 - W. ________ 8334 27050 1011 0197 10.332 Total(Pt) Route 2 206 26-6 14 42.23 1% (See Notes) 11-9 120 9.099 . ••••' Route 3••••• Sprinkler, P0(6 7%) , 6-7A 0.123695 18 25'-6 42.23 1.4080 8-4% 1 036 ti, rrN RA C 0 fAfl I.,.- • U A.,QODIKIV% 4 ..1) A .47 A • OCsIfYrc ADA.# 'I AlAl')fl1 47.lflA fl. C Job Name: Drawing'! 1 Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly r) and shown as a to (P negative value. Fitting (Foot) - Loss Per Unit ' Elev(Pe) Node 2 Elev 2 (Foot) I to, Total FlOw fQ)• Actual ID Total (Foot) Friction(Pf) 10.134 Total(Pt) Route 3 209 26-6 14 53.93 2% (See Notes) 9'-1 120 14.837 ''Route4'' Sprinkler . 0008088 210 26-6 5393 27050 9 0.073 210 26-6 14 54.06 2% (See Notes) 11'8 120 14.910 Sprinkler, 2E(6-0) 12-0 0.029223 211 25'-6 107.98 2.7050 23'-8 0.692 211 26-6 14 55.30 _____________ 2% ________ (See Notes) 101 0 120 15.602 Sprinkler 0.062797 212 25'-6 ggg' gt- 163.28 2.7050 • 10-0 0.628 212 26-6 14 56.40 2½ (See Notes) 4'6 120 16.230 Sprinkler, P0(120) 12'-0 0108723 37 256 - Will 21968 27050 166 1.794 37 26-6 157.98. 2% (See Notes) 3'0 120 18.023 Flow (q) from Route 8 PO(12'-O) 12'-0 0.296240 1.301 13 22'-6 377.66 2.7050 4.444 23.768 Total(Pt) Route .4 219 26-6 14 55.78 2'/2 (See Notes) 91-I 120 15.873 •••••Route5•'"• Sprinkler 0.008609 220 25'-6 55.78 2.7050 9'-1 0.078 220 26-6 14 55.91 2% (See Notes) 101 10 120 15.951 Sprinkler, 2E(6-0) 12'-0 0.031105 221 26-6 111.69 2.7050 22'-10 0.711 221 26-6 14 57:15 2% (See . Notes) 101 0 120 16.661 Sprinkler 066805 0.066805 1-0 222 266 16884 27050 10-0 0.668 222 25'6 14 528 2 (See Notes) 4'-6 120 17.330 Sprinkler, PO(12'-O) 12'-0 0.115627 48 26-6 114 22712 2.7050 16'-6 1.908 48 26-6 163.24, 2½ (See Notes) 3'0 120 19.237 Flow (q) from Route 12 130(12-0) 120 0314923 1301 14 22'-6 39036 27050 15'0 4.724 25.262 Total(Pt) Route 5 ,© M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 REMOTE AREA #2 4/4/2016 2:17:31 PM Page 6 Job Name: Drawing 11 Remote Area' Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 213 26-2 5.6 20.24 1 (See Notes) 0'-8 120 13.060 se e ** Route 6.' Sprinkler, T(5 -0) 50 0.133010 0.289 43 24'-6 ZP- 20.24 1.0490 68 0.754 43 24'-6 20.35 1% . (See Notes) 8'6 120 14.103 Flow (q) from Route 7 2E(3 3%) 6-71/2 0114923 -0.434 44 256 4058 14080 15'-l% 1.737 44 26-6 21/2 2'-6 120 . 15.407 0004780 214 25'-6 4058 27050 - 2 6 0.012 214 26-6 14 54.97 2% (See Notes) 7'0 120 15.419 Sprinkler 0023307 . 215 25-6 9556 27050 7 0.163 215 25'-6 14 55.26 21/2 (See Notes) 2'6 120 15.582 Sprinkler. 130(12'-0) 0.054219 11 25'-6 150.82 2.7050 14'-6 0.786 16.368 Total(Pt) Route 6 216 25'-2 5.6 20.35 1 (See Notes) 01-8 120 13.200 •'•• Route 7' Sprinkler, E(2'-O) 2'-O 0.134322 0.289 45 24'-6 20.35 1.0490 2'-8 0.358 45 24'-6 81-0 120 . 13.847 0.032035 43 24'-6 UP 20.35 1.4080 8 0 0256 14.103 Total(Pt) Route 7 223 25-6 14 57.56 21/2 (See Notes) 8'-0 120 16.905 ••'"Route8''''' Sprinkler 0025386 224 25 6 10007 27050 8'-O 0203 224 25-6 57.91 2% (See Notes) 3'6 - 120 17.108 . Sprinkler, P0(120) 120 0059076 37 256 .4 15798 27050 15-6 0.916 18.023 Total(Pt) Route 8 225 25'-2 5.6 21.20 1 (See Notes) 0'-8 120 14.332 ""Route 9••'•' Sprinkler, T(5'-O) .5-0 0.144948 0.289 49 24-6 21.20 1.0490 5'-8 0.821 el. rA t,l C 0 r'Ar I.., WIi A.. Ofl0I.IId 4n .An fl A7 fl flCRRIC AOCA Ji . SS'fl. rb.... Job Name: Drawingli Rem6te Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Notes (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Filing (Foot) Pf Friction Loss Per Unt I (psi) Elev(Pe) Node 2 Elev 2 (Foot) SON Total Flow Actual ID Total (Foot) Friction(Pf) 49 2476 21.31 1% (See Notes) 8'-6 120 15.443 Flow (q) from Route 10 2E(3'-3) 6-7,A . 0.125233 -0.434 50 26-6 42.51 1.4080 15-1% 1.893 50 25'-6 0'-6 120 16.902 0005209 223 26-6 4251 27050 0-6 0.003 16.905 Total(Pt) Route 9 226 26-2 5.6 21.31 1 (See Notes) 0'-8 120 14.484 • • 'Route 10'.'.. Sprinkler, E(2'-0) Z-0 . 0.146367 . 0.289 51 24-6 21.31 1.0490 28 0.390 51 24'-6 1% 8'-0 120 15.163 0.034908 49 24-6 21.31 1.4080 8'-0 0.279 15.443 Total(Pt) Route 10 231 25-6 14 59.29 2'/2 (See Notes) 8'0 120 17.935 ••'•'Route 11.'.'. Sprinkler 0009638 232 25-6 V_ 01W 69 5929 27050 8-0 0.077 232 26-6 14 59.42 21/2 (See Notes) 8'10 120 18.012 Sprinkler, 2E(6 0) 12-0 0034815 233 256 11871 27050 20'10 0.725 233 26-6 14 60.60 21/2 (See Notes) 101-0 120 18.737 Sprinkler 0.074670 234 25'-6 179.31 2.7050 • 100 0.747 234 26-6 14 61.80 2%. (See Notes) • . 46 120 19.483 Sprinkler. P0(12-0) u2-0 0.129142 55 26-6 241 10 27050 16 6 2.131 55 26-6 173.09 2% _______ Notes) I 12-0 3'0 120 21.614 Flow (q) from Route 19 PO(12'-O) 0.351408 . . 1.301 15 22'-6 met 414.19 2.7050 16-0 5.271 28.186 Total(Pt) Route 11 227 26-6 14 . 59.48 21/2 (See Notes) 8'0 120 18.049 . 'Route 12 Sprinkler 0.026974 - 228 25-6 !k$ 228 10341 27050 0.216 (A.MFP('.An inn TWOA..tnSPPi Job Name: Drawingil Remdte Area' Number: REMOTE AREA #2 Date: 4/4/2016 . Pipe Information Elev i Flow added jjfl & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) FittinglDevice (Equivalent Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Elev(Pe) IRS Node 2 Total Flow Actual ID Length Loss Per Unit applicable, e added directly T: (Foot) (Foot) (15i) Friction(P to (Pt and shown as a negativevalue. 228 25'-6 14 59.83 2% (See 3'-6 120 18.264 Notes) Sprinkler, 12'-0 48 25'-6 163.24 2.7050 0.062768 VU( 2'-0) 15•6 0.973 19.237 Total(Pt) Route 12 229 26-2 5.6 21.91 1 . (See 0-8 120 15.306 " Route 13 _________ _______ Notes) Sprinkler, 5-0 0.154034 0.289 5'-8 0.873 52 24-6 tit 21.91 1.0490 T(5'-O) 52 24-6 . 22.02 11/4 (See 8'6 120 16.468 Notes) Flow (q) from Route 15 6-71/2 . -0.434 53 25-6 43.93 .1.4080 0.133080 2E(3-3%) 15-1% 2.012 • 53 25-6 . 21/2 0-6 • 120 18.046 0.005535 0'-6 0003 227 25 6 43 93 2 7050 18.049 Total(Pt) Route 13 207 25-2 5.6 21.94 1 (See 01-8 120 15.357 •••. Route 14•'••• Notes) Sprinkler, 5'-O 0.289 33 24-6 21.94 1.0490 0.154506 . T(5'-O) 5'-8 0.876 33 24-6 1% 8-0 120 16.521 .036849 8-0 0.295 34 24-6 21.94 1.4080 0.036849 1-0 34 24-6 22.14 1% (See 36 120 16.816 Notes) Flow (q) from Route 17 6-7% 35 24-6 44.09 1.4080 0.133958 T(6-7%) 10-1% 1.355 . 35 24-6 44.21 1% (See 20 120 ' 18.171 Notes) Flow (q) from Route 16 6-7% 0.867 25 226 8830 14080 0484174 P0(6-71/2) 8-7% 4.172 25 22-6 . . . 4 . 120 23.210 0002083 12 226 .. 8830 43100 8-7% 0.018 23.228 Total(Pt) Route 14 230 25-2 5.6 22.02 1 (See 0-8 120 15.467 ' ••• Route 15 ______ __________ _______ Notes) Sprinkler, E(2-0) 2-0 0.155535 0289 54 24-6 22.02 1.0490 2-8 . 0.415 6i rn in,. - VUA,,InQDDiMVt 1.) ..i n .17 n onrvrc AOA 4! ) 4l4I)fl1 .17.4Dp..j D... A Job Name: Drawing I I Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor • Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 54 24-6 1% 8-0 120 16.171 0.037095 52 24 6 IMP. 22 02 1 4080 8 0 0.297 16.468 Total(Pt) Route 15 217 26-2 5.6 22.05 - 1 (See Notes) 0-8 120 15.502 ••"• Route 16..... Sprinkler, T(5-O) 5-0 0.155857 0.289 46 .24'-6 4J 22.05 1.0490 °58 0.883 46 24-6 22.16 _____ 1% (See Notes) 46 120 16.674 Flow (q) from Route 18 T(6-71/.) 67A 0.134655 35 24-6 44.21 1.4080 111-1% 1:497 18.171 Total(Pt) Route 16 208 25-2 5.6 22.14 1 (See Notes) 0'-8 120 15.636 Route 17..... Sprinkler T(5-O) 5-0 0.157109 0.289 34 24-6 22.14 1.0490 5-8 0.890 16.816 Total(Pt) Route 17 218 25-2 5.6 ____ 22.16 __________ 1 ________ (See Notes) 01-8 120 15.665 ... Route 18----.- Sprinkler, E(2'-O) 2'-0 0.157375 0.289 47 24'-6 22.16 1.0490 2-8 0.420 47 24-6 1v4 8'-0 120 16.374 0037533 46 24-6 .13 22.16 1 4080 8-0 0.300 16.674 Total(Pt) Route 18 236 25-6 14 63.06 2% (See Notes) 8-0 120. 20.289 •• Route 199 Sprinkler 0030063 237 25-6 10965 27050 8-0 0.241 237 25-6 14 63.43 . 21/2 ... (See 36 120 20.530 Sprinkler, P0(12 0) .. Notes) ... 0069949 55 26-6M 17309 27050 1084 21 .614 Total(Pt) Route 19 235 25-2 5.6 23.23 1 (See Notes) 0-8 . 120 17.215 Route 20 Sprinkler, T(5'-O) 5-0 0.171726 . 0.289 56 24-6 23.23 1.0490 5-8 0.973 f, 0 M.E.P.CAD. Inc. AutoSPRINK® 12 v1 2.0.47.0 REMOTE AREA #2 4/4/2016 2:17:31 PM Page 10 Job Name: Drawing 11 Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) _____ K-Factor ______ Flow added this step __________ Nominal ID Fittings & Devices Equiv. (Foot) Length (Foot). C Factor Total(Pt) Notes Notes (Equivalent Length) Fixed Pressure Losses, When are added directly. to(Pf) and shown as a negative value. Fitting (Foot) FrictionPf Loss Per Unit (psi) Elev(Pe) applicable, Node 2 ::: Total Flow Actual ID (Foot) Friction(Pf) 56 24-6 23.36 1'/4 (See Notes) 8'-6 120 . 18.477 Flow (q) from Route 21 2E(3'-3%) I 6-7% 0.148359 -0.434 57 25-6 46.59 1.4080 15i1/2 2.243 57 25-6 2% 0-6 120 20.286 0006171 236 256 4659 27050 0-6 . 0.003 20.289 Total(Pt) Route 20 238 25-2 5.6 23.36 i (See Notes) 0-8 120 . 17.395 ' Route 21 •• Sprinkler, E(2'-O) 2-0 . 0.173386 0.289 58 24-6 23.36 1.0490 2-8 0.462 58 24'-6 iv4 8'0 . 120 18.146 0041352 56 24'-6 23 36 1.4080 8-0 0.331 • 18.477 Total(Pt) Route 21 66 22-6 1 77.16 6 (See Notes) 2o-0% 120 57.383 •'•' Route 22•• Flow (q) from Route 24 T(37-8%) 3 • ; 0000245 8 226 7716 63570 0014 57.397 Total(Pt) Route 22 3 -4'-2% 1 1 8 (See Notes) 1357-9% 150 . 92.634 9 9 *99 Route 23 .. EE(134-7), 2E(27-2) 67'-11 0.003283 -3.182 I 3-1% !!J• 714.22 7.9800 1425-8% 4.680 94.132 Total(Pt) Route 23 65 22-6 77.16 4 (See Notes) 104-9% 120 57.196 •••. Route 249-99* Flow (q) from Route 25 EC1O 0) 101-0 0001623 66 226 7716 43100 114-9% 0.186 ................ .... .•. .: •.. •••. . • • •• .Total(Pt) Route 24 82 22-6 77.16 2 (See Notes) 351-1,4 120 40.390 •••••Route 25••••• Flow (q) from Route 26 4E(50), T(104-0),LtE(34-0), 43-0 0.042642 -0.000 65 22-6 77.16 2.2030 394'-1 Y2 16.806 57.196 Total(Pt) Route 25 17 22-6 4 (See Notes) 76-1 120 40.186 •• '•• Route 26 •••• T(200) E(100), PO(200) • 50-0 0.001623 • 82 22-6 77.16 4.3100 126-1 0.205 A. rn I. i- n A 1% •_ - MH a... - r.nr... .© Ia . .a a .-, a ..-. .-r A A I I-I a.4a a..4-.. I . .4 Job Name: Dawing11 Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 'Foot' K-Factor this step Nominal ID Devices (Foot) FittingfDevice (Equivalent (q) Equiv. Length) Fixed Pressure Losses, when Fitting (Foot) Pf Friction Elev(Pe) - - Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit applicable are added directly Total (Foot) (Q) (psi) Friction(Pf) to (P0 and shown as a (Foot) negativevalue. 40.390 Total(Pt) Route 26 . . . (I, n, RA C 0 f'A I. A.. DuIIV, 4n..415 A AT A 0C.AVT9= AOCA an AAI1A4l n.4-7.)rlIa ..... Job Name: Drawingi I Remote Area Number: REMOTE AREA #2 Date: 4/4/2016 Actual Inside Diameter 4.87 =F Schedule 40 Steel Pipe Inside Diameter) Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22Y2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve I Z Cap (A .( M F P ('.Afl Inr. 311 AiiriSPPItJ((( 1 ,1') fl A7 fl P.MATF APFA A AI4lr%1 171PM 00— 11 Hydraulic CalculatiOns for Project Name: Drawing 11 Location:,, Drawing Name: bldg F UG REV. 4-4-16 Design Remote Area Number: REMOTE AREA #3 Remote Area Location: . BLDG F Occupancy Classification: Light Hazard Commodity Classification: LH Density: 0.100gpm/ft2 Area of Application: 1500.00ft2 (Actual 1771 .79ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 8 Calculation Date: 4/4/2016 Type of System: WET Volume of Dry or PreAction System:. N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: I Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 403.31 @49.874 Water Supply Information: Name of Contractor: Address; Phone Number: Authority Having Jurisdiction: Notes: Name of designer: KIRA SANDAGE Automatic peaking results Left: N/A Right: 101.020 © M.E.P CAD, Inc. TRYAutoSPRINK0 12 02.0.47.0 REMOTE ARE 4/4/2016 2:18:43PM Page 1 a- Hydraulic Graph Job Name: Drawingli N 185 Remote Area Number: REMOTE AREA #3 Date: 4/4/2016 Water Supply I Summary Sheet L_ Node:1 20ff Available Supply Static Pressure 110.000 403.31 109.627 901.- 1000.00 @ 84.000 75 60ff -- 1303.31 49.874 403.31 with Hose Allowance at Source ytemthmand cu've_____ 15 _____ _______ _________ 111111111 IlIlulull uuu iuuuu I IlIuululu 11111 I I I I 800 '6 OO 2400 3200 4000 4800 5600 6400 7200 8000 Flow - gpm © M.E.P.CAD. Inc. s, AutoSPRINK® 12 02.0.47.0 4/4/2016 2:18:45PM Page 2 Job Number: 1 Reoort Descriotion: Liaht Hazard (REMOTE AREA #3 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 301 32.30 32.30 _11.5 7.889 Sprinkler 302 34.64 32.30 _11.5 9.073 Sprinkler 303 34.92 1870 11.5 9.220 Sprinkler 304 36.39 23.80 11.5 10.013 Sprinkler 305 38.06 32.30 11.5 10.955 -Sprinkler 306 40.47 32.30 11.5 12.385 Sprinkler 307 42.39 18.70 11.5 13.590 Sprinkler . 308 44.14 23.80 11.5 14.732 c Most Demanding Sprinkler Data . (A 0M F P ('.Afl Inr 39 Au.I,iSPPIPJWt5 17 ,17 fl 47 A 4I4Ifl1 1R4PM Pqna. Job Name: Dr,awingl 1 Remote Area Number: REMOTE AREA #3 Date: 4/4/2016 Pipe Information Elev I Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E Fixed Pressure Losses, when applicable, are added F (Foot) Pf Friction Loss Per Unit Fitting Length) Elev(Pe) Elev 2 Total Flow Node 2 o e Actual ID Lenth directly Total (Foot) (Q) (Foot) (psi) Friction(Pf) to shown as a negative value. 301 25'-2 11.5 32.30 1 (See '.'-v e••.s••s. Route Notes) Sprinkler, 5-0 0315865 0.289 58 1790 59 246 3230 10490 T(5 0) 59 24'-6 191-0 120 9.968 0.075333 60 24'-6 32.30 1.4080 191-0 1.431 60 24'-6 34.64 1% (See 9'21/2 120 11.399 Notes) Flow (q) from Route 2 T(6'-7%) 6-7A 0.290048 61 24'-6 66.94 1.4080 .15'-lO 4.596 61 24'-6 71.31 11/4 (See 2'.O 120 15.995 Notes) 22'- 0.867 Flow (q) from Route 3 , 1109627 . 8-7% 9.561 62 6 138.25 1.4080 P0(6-71/2) 62 22'-6 4 17'-0 120 26.423 0.004775 -0 004775 63 22-6 13825 43100 17'O 0.081 63 22'-6 8653 4 2'-3 120 26.505 Flow (q) from Route 7 0011736 2-3 0.026 64 22'-6 22478 43100 64 22'-6 78.53 - 4 5'- 101/2 120 . 26.531 Flow. (q) from Route.5 - 0.020429 65 226 30331 43100 5-10% 0.120 65 22'-6 . • . 4 (See 104'-9Y2 120 26.651 Notes) E(10 0) 100 0017437 • 114-9Y2 2.002 66 22'-6 27843 43100 66 22-6 • 6 (See 20'-0% 120 28.652. __________ _______ Notes) T(37'-81/2) 37'-8% 0002627 8 22-6 27843 6.3570 . . 57..9 .. 8 22'-6 24.8'9 6 (See 2'.4 120 28.804 Notes) Flow (q) from Route 10 E(17'-7) 17'-7 0.003078 7 22'-6 303.31 . 6.3570 19'-ll 0.061 . 0.152..... 7 22'-6 6 • (See 25'9 120 . 28.865 Notes) E(17 7) , 177 0003078 11.159 • 10 3-3 . 30331 63570 43-4 0133 M F P rAfl in U A.,hSPPiNK 17 vi 7 fl A7 fl RFMflTF ARFA fil 4I4I2fl1R 2IR4RPM Panp 4 Job Name: Drawingil Remote Area lumber: REMOTE AREA #3 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) I Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Unit Elev(Pe) Node 2 L41 Total Flow Actual ID Total (Foot) Friction(Pf) 10 -3-3 8 51-0 140 40.158 0000579 6 -3-3 303.31 84500 5 0 0.003 6 4-3 8 (See Notes) 183'5 150 40.161 2E(27'-2), LtE(19'-7V2) 73'-11V2 0.000673 0.402 5 -4'-2 303.31 7.9800 257-4 V2 0.173 5 4-2 8 (See Notes) RNIN 12.059 161 140 40.736 2E(31'-7Y2), BFP(-12.000), LtE 22'-lO 86-11 0.000579 4 -4'-2 1 .10 303:31 8.4500 1 -2 8 (See Notes) 26-0 150 52.795 T(52-10) 52'-10 0000673 0.015 3 -4'-2V A § 30331 79800 77 0052 3 4-21/2 _____ 8 ___ (See Notes) -3.182 3'-1Y2 IPL 763'1 150 52.863 E(27'-2), S 27'-2 . 0.000245 S.175.64 01:01001 2 L--- --80 0 790'-2Vq, 0.194 100.00 49.874 Hose Allowance At Source Total(Pt) Route I I 403.31 302 25-2 11.5 34.64 1 (See Notes) 0'-8 120 9.073 Route 2 • Sprinkler, T(6-0) , 5-0 0.359487 . 0.289 60 24'-6 34.64 1.0490 5-8 2.037 11.399 Total(Pt) Route 2 303 25-2 11.5 34.92 1 (See Notes) 0'8 120 9.220 s000s Route 3 -es Sprinkler, T(5'-O) 5-0 0.364867 0.289 ________________ 84 24'-6 ;J 34.92 1.0490 , I., L.U68 84 24'-6 1 V4 111-0 120 11.576 0.087019 85 24'-6 34:92 1:4080 85 24-6 . 36.39 ___________ 1% _______ (See Notes) 4'0 120 12.534 Flow (q) from Route 4 T(6-7%) 6'-7½ 0326039 61 24 6 71 31 1 4080 10-7% 3461 15.995 Total(Pt) Route 3 ,© M.E.P.CAD, Inc. iAutoSPRlNK® 12 vi 2.0.47.0 . REMOTE AREA #3 4/4/2016 2:18:48PM Page 5 Job Name: Drawing 1 1 Remote Area,Number: REMOTE AREA #3 Date: 4/4/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses when applicable, are added directly toP shown as a negative value. Frict,on(Pf)(PQand Fitting (Foot) . Friction Pf Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) SPIN - Total Flow Actual ID Total (Foot) 304 26-2 11.5 36.39 1 (See Notes) 01-8 120 10.013 •••••Route4•••'. Sprinkler, T(5'-0) 5-0 0.393812 0.289 85 24 -6 NEW 36.39 - ---------- 1.0490 6-8 2.232 12.534 Total(Pt) Route 4 305 26-2 11.5 38.06 1 (See Notes) 2'-11 120 10.955 •••• Route 5. Sprinkler, E(2'0), T(5'O) 70 0.427948 0.289 86 24'-6 38.06 1.0490 91-11 4.236 86 24'-6 11/4 .191-0 120 15.479 0.102064 87 24'-6 38.06 1 4080 19 0 1.939 87 24-6 40.47 1% (See Notes) 9'2'A 120 17.419 Flow (q) from Route 6 E(3'-3'A) 3,-3/2 . 0.389765 88 24-6 78.53 1.4080 12'-6Y2 4.887 88 24'-6 1% (See Notes) 2'0 120 22.305 PO(6'-7'A) 641/2 0.389765 0.867 64 22-6 78.53 1.4080 8'-7Y2 3.358 26.531 Total(Pt) Route 5 306 26-2 11.5 40.47 1 (See Notes) 2'-11 120 12.385 Sprinkler, E(2'-O), T(5'-O) 7-0 0.479384 0.269 87 24'-6 40.47 1.0490 - 4.745 17.419 Total(Pt) Route 6 307 26-2 11.5 42.39 ___________ .1 ________ (See Notes) 0'-8 120 13.590 ••''• Route 7 Sprinkler, T(5-0) 5-0 0.522403 0.289 89 24'-6 42.39 1.0490 5'-8 2.960 89 24'-6 .% 111-0 120 16.840 0124591 90 24'6 WL 4239 14080 11-0 1.371 90 24'-6 44.14 .1% (See Notes) 4'-0 120 18.210 Flow (q) from Route 8 E(3 3½) 331/2 0466394 91 246 8653 14080 731/ 3.409 91 24'-6 1% _____ (See Notes) 2'0 120 21.619 PO(6'-TA) 64½ 0.466394 0.867 63 22'-6 86.53 1.4080 8'-7½ 4.019 (A M 1 P (Afl in, tU A.,#nQ13Q1K11eM 11 iol2 fl A7 A PPRWITP AP6 41 AlA l)Al )-l-ADfta Dn Job Name: Drawing 11 Remote Area Number: REMOTE AREA #3 Date: 4/4/2016 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Fixed Pressure Losses when applicable are added directly to (Pt) and shown as a negative value. F (oo) Pf Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev2 00) Total Flow Actual ID Total (Foot) Friction(Pf) 26.505 Total(Pt) Route 7 308 26-2 11.5 44.14 1 (See Notes) 0'-8 120 14.732 "Route8..'. Sprinkler, T(51-0) 5-0 0.562858 0.289 90 24'-6 44.14 1.0490 V-8 3.190 18.210 Total(Pt) Route 8 3 4-21/2 8 (See Notes) 1357'-9Y2 150 52.863 -*.see Route 9 • ' EE(13-7) 2E(27-2) 67'-11 0000136 -3.182 1 3-11% 12767 79800 1425-81/2 0.194 49.874 Total(Pt) Route 9 82 22'-6 24.89 4 (See Notes) 76-1 120 28.775 .... Route 10 -see Flow (q) from Route 11 E(10-0) T(20 0) 30'O 0000200 17 22'-6 2489 43100 106-1 0.021 17 22'-6 6 (See Notes) 1491 0 120 28.796 3E(17-7) fE(12'-7) T(37-814) 103'-1 0000030 8 22 6 24.89 63570 252-1 0.008 28.804 Total(Pt) Route 10 65 22'-6 2 (See Notes' / 351'11/2 120 26.651 'Route 11. PO(10-O) 4E(5'-O), LtE(3'-O), T(10'-O), PO(10'-O) 53'-O 0.005257 -0.000 82 22'-6 24.89 2.2030 404 1Y - 2 2 125 . 28.775 Total(Pt) Route 11 f,© M.E.P.CAD, Inc. @111 AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #3 41412016 2:18:48PM Page 7 Job Name: brawingi 1 Remdte Area Number: REMOTE AREA #3 Date: 4/4/2016 IilMitE ( Actual Inside Diameter 4.87_ Schedule 40 Steel Pipe Inside Diameter) - Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 4. 4 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Ti Tee Run U Union WirF Wirsbo WMV Water Meter Valve I Z Cap (M,© M.E.P.CAD. Inc. 7419 AutoSPRlNK® 12 v1 2.0.47.0 REMOTE AREA #3 4/4/2016 2:18:48PM Pam 8 Hydraulic Calculations for Project Name: Drawing 11 Location:,, Drawing Name: bldg F UG REV. 4-4-16 Design Remote Area Number: REMOTE AREA #4 Remote Area Location: BLDG F Occupancy Classification: Light Hazard Commodity Classification: LH Density: 0.100gpm/ft2 Area of Application: 1500.00ft2 (Actual I 536.46ft2) Coverage per Sprinkler: 2 16.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 8 Calculation Date: 4/4/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: I Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 340.44 @36.826 Water Supply Information: Name of Contractor: Address: Phone Number: Name of designer: KlRA SAN DAGE Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A 1&I M.E.P.CAD, Inc. AutoSPRINK® 12 02.0.47.0 REMOTE ARE 4/4/2016 2:17:53PM Page 1 Hydraulic Graph Job Name: Drawing 11 N 1.85 Remote Area Number: REMOTE AREA #4 Date: 4/4/2016 OU - - Water Supply - ____ ______ _______ _________ __________ ___________ Summary Sheet __________ Node: I 20— Available Supply Static Pressure 110.000 340.44 109.727 90H -- 000.00 @ 84.000 45 - 240.44 36.826 340.44 with Hose Allowance at Source 30 System demand curve 0- TIj.I.IJ.I.LtiIIIlIiIIiIIiIiIii 111111111 111111111 111111111 I 11111 I I I 1111111 I I I I I I I I 0800 1600 2400 3200 4000 4800 5600 6400 - 7200 8000 Flow- gpm f&© M.E.P.CAD. Inc. ill AutoSPRINK® 12 02.0.47.0 4/4/2016 2:17:55PM Paqe 2 lSt1mtar, O1utflowinIevih Job Number 1 Report Description: Light Hazard (REMOTE AREA #4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c Sprinkler 401 29.63 26.48 11.2 7.000 Sprinkler 402 29.67 26.48 11.2 7.017 Sprinkler 403 29.77 26.48 11.2 7.067 Sprinkler 404 30.08 . 26.48 11.2 7.213 Sprinkler 405 30.24 26.48 11.2 7.290 Sprinkler 406 30.28 26.48 11.2 7.308 Sprinkler 407 30.38 1 26.48 11.2 7.360 Sprinkler 408 30.38 [ 26.48 11.2 7.358 Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. M,. AutoSPRINK® 12 v12.0.47.0 4/4/2016 2:17:56PM Page 3 Job Name: Drawing 11 Remote Area Number: REMOTE AREA #4 Date: 4/4/2016 Pipe -information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E (Foot) Length (Foot) C Factor - Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting Length Elev(Pe) Pf Friction Loss Per Unit (psi) Node 2 Total Flow Actual ID _____Total___ (Foot) Friction(PO 401 25-2 11.2 29.63 1 (See Notes) 01 8 120 7:000 •.•' Route I "'•' Sprinkler, E(2'-O) 2-0 0.269306 0.289 67 24-6 29.63 1.0490 2-8 0.718 67 24-6 iv4 180 120 8.007 0064228 68 24'-6 2963 1.4080 18'-0 1.156 68 24-6 30.24 1% (See Notes) 7'-3 120 9.163 Flow (q) from Route 5 E(3'-3Y2) 3,-3/2 0.235952 69 24-6 'd 59.87 1.4080 10-7 2.496 69 24-6 1% (See Notes) 2-0 120 11.659 PO(6-7Y2) 6-7Y2 0.235952 0.867 70 22'-6 NEWS 59.87 1.4080 8'-7Y2 2.033 70 22-6 40.47 4 12'-0 120 14.560 Flow (q) from Route 10 0002639 71 226 10034 43100 12 0 0.032 71 22-6 5995 4 14-8'/2 120 14.591 Flow (q) from Route 2 0006278 72 22-6 16028 43100 14'-8Y2 . 0.092 72 22-6 60.16 4 (See Notes) 477 120 14.684 Flow (q) from Route 3 E(10-0), T(20 -0) 300 0.011320 17 22'6 220.44 4.300 0.878 ______ 22-6 __________ • 77W 17 _________ 6 _______ (See Notes) 1490 120 15.562 3E(17 7) fE(12'-7) T(37'-8/2) 103-1 0.001706 8 22 6 22044 6 3570 252-1 0430 8 22-6 19.99 6 (See Notes) 2-4 120 15.992 Flow (q) from Route 4 E(17'7) 17-7 0002003 7 22 6 24044 63570 19-11 0040 7 22-6 6 (See Notes) 269 120 16.032 E(17 7) 17-7 0002003 4T-4 0087 11.159 10 3-3 24044 63570 10 4-3 8 5-0 140 27.278 0 000377 6 4-3 $W 24044 8.4500 5-0 0.002 , 0 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.47.0 REMOTE AREA #4 4/4/2016 2:17:58PM • Page 4 Job Name: Drawingli Rembte Area Number: REMOTE AREA #4 Date: 4/4/2016 Pipe Information Node 1 Elev . (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Axed Pressure Losses when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss P Unit (psi) Elev(Pe) Friction(Pf) Node 2 Total Flow Actual ID Equiv. 'Foot' 6 -3'-3 WHO 8 (See Notes) 183'.5 150 27.280 2E(27'-2), LtE(19'-7V2) 73'-11Y2 0.000438 0.402 5 -4-2 240.44 7.9800 257'-4% 0.113 5 -4'-2 8 (See Notes) 161 140 27.794 2E(31-7',4), BFP(-12.000), LtE(22'-10) 86-1 0.000377 4 -4'-2 14210 240.44 8.4500 1 2.038 102'-2 1 4 -4'-2 8 (See Notes) 25'O 150 39.833 T(52'-10) 52'-10 0.000438 0.015 3 4-21/2 24044 7 9800 91/ 0 034 3 -4'-2Y2 8 (See Notes) 763'-1 150 39.882 E(27-2), S 27'2 . 0.000159 -3.182 1 3'-l% 139.23 7.9800 790'-2Y2 0.126 100.00 36.826 Hose Allowance At Source Total(Pt) Route 1 I WE - 11 34044 402 26-2 11.2 29.67 1 (See Notes) 0'8 120 7.017 •••• Route 2' Sprinkler, E(2'-0) 2-0 0269916 0.289 73 24-6 2967 1.0490 2-8 0.720 73 24'-6 1y4 18'0 120 8.026 064374 0.064374 '-0 74 24 *-6 29.67 1.4080 18-0 1.159 74 24'-6 30.28 11/4 . (See Notes) 7'3 120 9.185 Flow (q) from Route 6 E(3-31/2) 0236486 75 24'-6 5995 1.4080 10 2.502 75 24'-6 i' (See 2'0 120 11.687 P0(6 71/2) 6'-7% 0236486 0.867 F17-T 22-6 tvft_ EMU _________________Notes) 59.95. 1.4080 8'-7% 2.038 14.591 Total(Pt) - Route 2 403 26-2 11.2 29.77 1 (See Notes ' . 0'-8 120 7.067 '"Route 3 '•••• Sprinkler, E(2 0) 2'-O 0271699 0.289 76 246 2977 10490 28 0725 76 24-6 . 11,4 . 18'0 120 8.081 0.064799 77 24 6 29 77 1 4080 18 0 1.166 (N.© M.E.P.CAD. Inc. T(! AutnSPRINK60 12 v12.fl.47.fl RFMflTF ARFA 4 41412fl1R 717RPM PnA Job Name: D,rawingll Remote Area Number: REMOTE AREA #4 Date: 4/4/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittin & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (PQ and shown as a negative value. Filling (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) . Friction(P Node 2 E iev2 Total Flow Actual ID Total (Foot) 77 24'-6 30.38 11/4 ____________ (See Notes) 71 3 120 9.247 Flow (q) from Route 8 E(3'-3Y2 . - 2 0.238046 78 24-6 . 60.16. 1.4080 2.518 78 24'-6 . 1% (See Notes) 2'0 120 11.766 P0(6-7%) 6'-7Y2 0238046 0.867 72 22 6 gnzl 60 16 1 4080 8-7% 2.051 14.684 Total(Pt) Route 3 404 26-2 11.2 30.08 _____________________________ 1 (See Notes) 0'-8 120 7.213 Route4•'• Sprinkler, T(5'-O) 5-0 . 0.276885 0.289 79 24'-6 30.08 1.0490 5'8 1.569 79 24'-6 30.38 1% (See Notes) 71 3 120 9.071 Flow (q) from Route 7 E(3-3%) 0240258 80 24'-6 MR6046 14080 10'-7 2.542 80 24'-6 1% (See Notes) 2'0 120 11.613 P0(6-7%) 6'-7Y2 0240258 0.867 81 22-6 4s ong 6046 1 4080 8-7'/2 2 070 81 22'-6 . 4 8'-2% 120 14.550 0001034 82 22'-6 6046 43100 8'-2% 0.009 82 22-6 2 (See Notes) 351'-11/2 120 14.559 130(10'-0) 4E(5 0) T(100) LtE(3 0) PO(10'O) 53-0 0003506 -0.000 65 22'-6 ;'Q. 1999 2.2030 404 1 Y - 2 1.417 65 22'-6 4 (See Notes) 104'-91A 120 15.976 E(1 0'-O) 101-0 0000133 66 22'-6 1999 43100 114 0015 66 22'-6 . 6 (See Notes) 20'0Ya 120 15.991 T(37 8%) 37'-8Y2 . . 0000020 8 22'-6 1999 6.3570 0.001 15.992 Total(Pt) Route 4 405 25-2 11.2 30.24 1 (See Notes) . 0'-8 120 7.290 I ••... Route 5 Sprinkler. T(5'-0) 5'-O 0.279604 0.289 68 24'-6 I _V We .' 30.24 1.0490 5'-8 1.584 9.163 Total(Pt) Route 5 (NM M.E.P.CAD. Inc. NY AidnSPRINK00 12 v12 0 47 C) RFMOTF ARFA 9VA 4I4Ifl1S 17RPM Pn S Job Name: Drawing 11 Remdte Area Number: REMOTE AREA #4 Date: 4/4/2016 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices V Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Frict,on(Pf) 406 26-2 11.2 30.28 1 (See Notes) 0'8 120 7.308 ••••' Route 6 • •• • Sprinkler T(5 -0) 5'-O 0280237 0.289 74 24'-6 V 30.28 1.0490 V-8 1.588 9.185 Total(Pt) Route 6 408 26-2 11.2 . 30.38 1 (See Notes) 0'-8 V 120 7.358 .... Route 7 Sprinkler, E(2 0) 2-0 0282008 0.289 83 24-6 30.38 1.0490 2-8 0.752 83 24'-6 1% 101-0 120 8.399 0067258 79 24'-6 30.38 1,40801 10-0 0.673 9.071 Total(Pt) Route 7 407 25'-2 11.2 30.38 1 (See Notes) 0-8 120 7.360 •• " Route 8. Sprinkler, T(5-0) 5'-O 0.282083 0.289 77 24'-6 30.38 .1.0490 5'-8 1.598 9.247 Total(Pt) Route 8 3 -4'-21/2 8 (See Notes) 1357'-9Y2 150 39.882 '... Route 9 • •• EE(13-7) 2E(27-2) 67'11 0000088 -3.182 1 3 1'.6 101.21 79800 1425'-81/2 0.126 36.826 Total(Pt) Route 9 82 22-6 4 1'-91/2 120 14.559 'RoutelO'••'•. 0000492 70 226 4047 43100 V-91/2 0.001 14.560 Total(Pt) Route 10 (M© M.E.P.CAD. Inc. AutoSPRINK® 12 02.0.47.0 REMOTE ARFA #4 4/4I7fl1A 21751913M Pnp 7 Job Name: Drawing 11 Remote Area, Number: REMOTE AREA #4 Date: 4/4/2016 __ _____K760044 215 uM1'kiiiiirLI Actual Inside Diameter 4.87 - Factor F Schedule 40 Steel Pipe Inside Diameter) - Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.5 J1iLtings Lged, ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 907 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11 %° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV . Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (M.© M.E.P.CAD. Inc. 1,111AutoSPRINK® 12 02.0.47.0 REMOTE ARFA #4 4141201A 717 7PM Pane R Hydraulic Calculations. for Project Name: Drawing 11 Location:,, Drawing Name: bldg F UG REV. 4-4-16 Design Remote Area Number: REMOTE AREA #5 Remote Area Location: BLDG F Occupancy Classification: Light Hazard Commodity Classification: LH Density: 0.1oOgpmlft2 Area of Application: 1500. 00ft2 (Actual 1301 .25ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 18 Calculation Date: 4/4/2016 Type of System: WET Volume of Dry or PreAction System: N/A In-rack Demand: N/A gpm at Node: N/A Hose Streams: 100.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 394.02@41.052 Water Supply Information: Name of Contractor: Address: Phone Number: Authority Having Jurisdiction: Notes: Automatic peaking results Name of designer: KIRA SANDAGE Left: 43.595 Right: N/A © M.E.P.CAD, Inc. 1AutoSPRINK® 12 v12.0.47.0 REMOTE ARE 4/4/2016 2:15:48PM Page 1 a- Hydraulic Graph Job Name: Drawingli N 1.85 Remote Area Number: REMOTE AREA #5 Date: 4/4/2016 30 Water Supply I Summary Sheet 35 • _________ . Node:1 20— Available Supply Static Pressure 110.000 394.02 109.643 °5 T 90H --__ 4000.00 @ 84.000 60H -- 194.02 (crD 41.052 3 94.02 with Hose Allowance at Source E Sym demand u 0_]l.Wj.I'I'''IIII''IlIII IItIIII 111111111 111111111 II_111111 II_11111 I_11111 0800 2400 '600 3200 4800 6400 4000 . 5600 Flow .gpm 7200 8000 1&,© M.E.P.CAD, Inc. 311 AutoSPRINK® 12 02.0.47.0 . 4/4/2016 2:15:49PM Page 2 Job Number: 1 Report Description: Liciht Hazard (REMOTE AREA # 5 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 207 15.55 15.00 5.6 7.714 Sprinkler 208 16.61 15.00 5.6 8.799 Sprinkler 217 - 17.94 15.00 5.6 10.267 Sprinkler 218 18.04 15.00 .5.6 10.378 c Sprinkler 501 15.00 15.00 5.6 7.175 Sprinkler 502 15.01 15.00 5.6 7.185 Sprinkler 503 15.08 15.00 5.6 7.255 Sprinkler 504 15.09 15.00 5.6 7.265 Sprinkler 505 15.04 10.00 5.6 7.210 Sprinkler 506 15.12 10.00 5.6 7.291 Sprinkler 507 15.51 15.00 5.6 7.676 Sprinkler 508 15.53 15.00 5.6 7.686 Sprinkler 509 16.57 15.00 5.6 8.756 Sprinkler 510 16.58 15.00 5.6 8.768 Sprinkler 511 17.74 15.00 5.6 10.040 Sprinkler 512 17.76 15.00 5.6 10.054 Sprinkler 513 17.91 15.00 5.6 10.229 Sprinkler 514 17.92 15.00 5.6 10.243 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v1 2.0.47.0 4/4/2016 2:15:50PM Page 3 Job Name: Drawingll Remote Area Number: REMOTE AREA #5 Date: 4/412016 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings &• Devices Equiv. eng Length (Foot) C Factor Total(pt) . Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting, (Foot) Pf Friction Loss Per Unit (psi) . Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Frict,on(Pf) 501 26-2 5.6 15.00 1 (See Notes) 0'-8 120 7.175 ' Route I • Sprinkler, T(5 0) 51-0 0.289. 19 24'-6. - 1500 10490 0076427 5' 8 0433 19 24-6 15.08 1/4 8'-0 120 7.897 Flow (q) from Route 3 0.066048 20 24'-6 30.08. 1.4080 8'-0 . 0.529 20 24'-6 1551 11/ . 8'-0 120 8.426 Flow (q) from Route 7 0.142563 21 24'-6 45.60 1.4080 8'-0 1.140 21 24-6 16.57 1/4 3-6 120 9.55 Flow (q) from Route 10 T(6 71,4) 0252965 22 24-6 62.17 1.4080 2.559, 22 24-6 35.65 1/4 Notes) 120 Flow (q) from Route 13 P0(6-71/2) V-7/2 0585156 0.867 23 22'-6 9782 1.4080 8-7Y2 5.042 23 22'-6 4 8'-11 120 18.034 0.002518 24 22'-6 97.82 4.3100 8'-ll 0.022 24 22'-6 97.89 4 8'-11 120 . 18.056 Flow (q) from Route 2 . 8'-11.0 .009083 25 22'-6 195.71 4.3100 0.081 25 22-6 98.31 (See Notes) 41'7 % 120 18.137 Flow (q) from Route 5 E(10--0) 101-0 0019286 16 22-6 29402 43100 5171/ 0.996 16 22'-6 6 (See Notes) 36'1 120 . 19.133 , 0.002906 17 294.02 6.357Ô . .0.214 .. 17 .22-6 22'-6 6 (See Notes) 149'0 120 19.347 3E(17'-7). fE(12'-7), T(37'-8V2) 103'-1 0.002666 8 22'-6 280.65 6.3570 252'-1 0.672 8 • 22-6 13.37 6 (See Notes) 2'4 120 20.019 Flow (q) from Route 19 E(17 -7) 17'-7 0002906 7 22'-6 294.02 6.3570 19-11 0.058 (A.@ M.E.P.CAD. Inc. 1! AutoSPRINK® 12 v12.0.47.0 REMOTE AREA # 5 4/4/2016 2:15:52PM Page 4 Job Name: Drawing I I Remote Area Number: REMOTE AREA #5 Date: 4/4/2016 Pipe Information Node 1 Elev (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to shown veas a . Fulling (_00) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Friction(Pf 7 22'-6 6 negati (See Notes) 26-9 120 . 20.077 E(17-7) 17-7 0002906 11159 10 -T-3 29402 63570 43-4 0.126 10 . 4-3 8 -. 5'-0 140 31.362 0.000546 6 -3'-3 294.02 8.4500 0.003 6 . 4-3 8 (See Notes) 1835 150 31.365 2E(27'-2), LtE(19'-7Y2) .73'-111/2 0.000635 0.402 5 -4'-2 . 294.02 7.9800 257'-4Y2 0.164 5 4-2 8 (See Notes) 16'1 140 31.930 2E(31'-7Y2), BFP(-12.000), . LtE(22'-10) 86-1 0.000546 4 4-2 294.02 8.4500 .102-2 . 12.056 4 4-2 8 (See Notes) 25'0 150 43.986 T(52'-l0) 52'-10 0000635 0.015 3 - 4 21,4 294 02 . 7 9800 77'-91/2 0.049 3 4-2½ 8 (See Notes) 763'1 150 44.051 E(27-2) S 0000231 1 3 11/2 NONE 17026 7.9800 790 2% 0.183 100.00 41.052 Hose Allowance At Source Total (Pt) Route I I 394.02 502 25'-2 5.6 15.01 1 (See Notes) 0'-8 120 7.185 ''' Route 2 •• •• Sprinkler, T(5 0) 6-0 0076525 0.289 26 24-6 1501 1 0490 5-8 0434 2 6 24'-6 15.09 1 " 8'-0 120 7.907 . Flow (q) from Route 4 0066133 27 24 6 IT 30.10 1.4080 8-0 0.529 27 24-6 1553 1Y 4 . 81-0 120 8.437 Flow (q) from Route 8 0142747 28 246 4563 14080 8'-0 1.141 28 24'6 16.58 1% (S 3'-6 120 9.578 Flow(q) from Route 11 T(6 -7½) 6-7,4 0 253290 29 24 6 62 21 1 4080 10.1% 2 562 (M,© M.E.P.CAD. Inc. T11AutoSPRINK@ 12 02.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Page 5 Job Name: Drawing 11 Remote Area Number: REMOTE AREA #5 Date: 4/4/2016 Pipe Information Node I K-Factor Flthis step ow :d d Nominal ID Futtings& Devices Equiv. Length (Foot) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) ? 24-6 35.68 1% (See Notes) 2'0 120 12.140 Flow (q) from Route 14 PO(6'-7114) , 6-7/4 0.585902 0.867 24 22'-6. 97.89 1.4080 8'-7Y2 5.048 18.056 Total(Pt) Route 2 503 26-2 56 15.08 1 (See Notes) 01-8 120 7.255 -**--Route 3'o•••' Sprinkler E(2'-O) 2-0 0.077213 0.289 30 24'-6 15.08 1.0490 2'-8 0.206 30 24'-6 11/4 81-0 120 7.750 0.018415 19 24'-6 15.08 1.4080 8-0. 0.147 7.897 Total(Pt) Route 3 04 25'-2 5.6 15.09 i (See Notes) 0'-8 120 7.265 ••'•• Route '•••• Sprinkler, E(2-0) 2-0 0077313 0.289 r3l 24-6 1509 1.0490 2-8 6.206 31 24'-6 1% 81-0 120, 7.760 0.018439 26 24-6 g 4Z 15.09 1.4080 8-0 0.148 7.907 Total(Pt) Route 4 505 26-2 .6 15.04 1 (See Notes) 01-8 120 7.210 ••••• Route 5 S eeo Sprinkler, T(5 0) 5-0 - 0 076779 . 0.289 32 24'-6 N'Fok 15 @ INSIDE 04 1 0490 5-8 0435 32 24'-6 15.12 11/4 8'-0 120 7.935 Flow (q) from Route 6 066352 0.066352 1-0 33 246 3016 14080 80 0.531 33 24'-6 15.55 _____ 81-0 120 8.466 Flow (q) from Route 9 0143219 34 246 rVi 4571 14080 • 8-0 1.145 34 . 24'-6 16.61 11/4 (See Notes) 3'6 120 9.611 Flow (q) from Route 12 T(671,4) 6 7% 0254124 35 246 6232 14080 io-iv 2571 35 24'-6, 35.98 1% (See Notes) 70 120 12.182 Flow (q) from Route 17 6-7,/4 0.590512 0.867 25 22'-6 98.31, 1.4080 8'-7% 5.088 ,,0 M.E.P.CAD, Inc. AutoSPRlNK® 12 02.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Page 6 Job Name: Drwing1 1 Remote Ara Number: REMOTE AREA #5 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factär Flow added this step Nominal ID Fittin $ & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting!Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Total Flow Actual ID Total (Foot) Friction(Pf) 18.137 Total(Pt) Route 5' 506 26-2 5.6 15.12 1 (See Notes) 0'-8 120 7.291 'Route6 Sprinkler, E(2'-O) 2-0 0.077568 0.289 36 24'-6 15.12 1.0490 2'-8 0.207 36 24'-6 1v4 8'-0 120 7.787 0018500 32 24-6 1512 14080 8-0 0.148 7.935 Total(Pt) Route 6 507 26-2 5.6 15.51 1 (See Notes) 0'8 120 7.676 "•• Route 7 ..... Sprinkler T(5'-O) 5'O 0.081350 0.289 20 24'-6 01 15.51 1.0490 68 0.461 8.426 Total(Pt) Route 7 508 26-2 5.6 15.53 1 (See Notes) 0'8 120 7.686 Route 8 Sprinkler, T(5'-O) 5-0 0.081454 0.289 27 24-6 LA 15.53 1.0490 5'8 0.462 8.437 Total(Pt) Route 8 207 26-2 5.6 15.55 1 (See Notes) 0'-8 120 7.714 Route 9• 9-9 Sprinkler, T(5 0) 5-0 0081722 0.289 33 24'-6 1555 10490 6-8 0.463 8.466 Total(Pt) Route 9 509 26-2 5.6 16.57 1 (See Notes) 0'-8 120 . 8.756 see-Route 10 oeoe- Sprinkler, T(5'-O) 50 0.091884 0.289 21 24-6 16.57 1.0490 0.521 9.565 Total(Pt) Route 10 510 26-2 5.6 16.58 1 (See Notes) 0'-8 120 8.768 ' Route 11 Sprinkler, T(5 0) 6-0 0092000 0.289 28 24'-6' 1658 10490 5-8 ___________ 0.521 9.578 Total(Pt) Route 11 208 25'-2 5.6 16.61 1 (See T Notes) 0'-8 . 120 8.799 o " Route 12 • Sprinkler. T(5 0) I 0092301 r 5-0 0.289 34 246 1661 10490 j5 8 0.523 9.611 Total(Pt) Route 12 , © M.E.P.CAD. Inc. AutoSPRINK® 12 vi 2.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Page 7 Job Name: Dawing1 I Remote Area Number: REMOTE AREA #5 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittingfDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Mand shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 511 25'-2 5.6 17.74 1 (See Notes) 0'-8 120 10.040 Route 13 Sprinkler, T(5 '-O) 5-0 0 104287 0.289 39 24 6 17 74 1 0490 5-8 0.591 39 24-6 11/4 81-0 120 10.920 0024872 40 24'-6 v mor V, 17.74 1.4080 8-0 0.199 40 24'-6 17.91 1% (See) Notes) 4'6 120 11.119 Flow (q) from Route 15 T(6 71/2) 6'-7Y2 0090441 22 24'-6 3565 1 4080 11 1 005 12.124 Total(Pt) Route 13 512 25'-2 .5.6 17.76 1 (See Notes) 0'-8 120 10.054 Route14' Sprinkler, T(5' 0) 5'-O 0.104419 0.289 41 24-6 17.76 1.0490 5'-8 0.592 41 24'-6 . . 8'0 120 10.935 0.024904 42 24'-6 17.76 1.4080 8-0 0.199 42 24'-6 17.92 1% (See Notes) 4'6 120 11.134 Flow (q) from Route 16 T(6-71/2) 6,-7/2 0.090556 29 24'-6 10 35.68 1.4080 1.007 12.140 Total(Pt) Route 14 513 26-2 5.6 17.91 1 (See Notes) 0'8 120 10.229 ••••' Route 15••''• Sprinkler, T(5'0) 5-0 0:106099 . 0.289 40 24'-6 Wk 17.91 1.0490 5'-8 0.601 11.119 Total(Pt) Route 15 514 25'-2 5.6 17.92 __________ 1 _______ (See Notes) .5'-8 0'-8 120 10.243 ••••' Route 16 Sprinkler, ..T(5'-0) 5-0 0.106233 0.289 42 24'-6 _;rW_ 17.92 : 10490 0.602 11.134 Total(Pt) Route 16 217 26-2 5.6 17.94 1 (See Notes) 01-8 120 10.267 ••• *Route 17••'• Sprinkler, T(5 -0) 5'-O 0 106462 0.289 46 24-6 17 94 1 0490 5' 8 0603 iM 0 M.E.P.CAD, Inc. M AutoSPRINK® 12 02.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Page 8 Job Name: Drawingli Remote Area Number: REMOTE AREA #5 Date: 4/4/2016 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) : Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 46 24'-6 18.04 1Y4 (See Notes) 4'6 120 11.159 Flow (q) from Route 18 T(6-71/2) 6'-7Y2 0.091992 35 24'-6 35.98 1.4080 111 11/2 1.023 12.182 Total(Pt) Route 17 218 26-2 5.6 1804 1 (See Notes) 0'8 120 10.378 '' Route 18 oe •• Sprinkler, E(2-0) 2-0 0.107530 0.289 47 24'-6 - 1804 1.0490 2'-8 0.287 47 24'-6 8'-0 120 10.954 0025645 46 24-6 1804 :1:40:8:0 8 0 0.205 11.159 Total(Pt) Route 18 66 22'-6 13.37 6 (See Notes) 2O'0% 120 20.019 • •' Route 19 •• • Flow (q) from Route 21 T(37-8%) 0000010 5 '-9 20.019 8 22 6 1337 63570 377'-81/2 0001 Total(Pt) Route 19 3 4-21/2 8 (See Notes) 1357'-91/2 150 44.051 •••• Route 20 • EE(13-7) 2E(27-2) 67'-11 0000128 -3.182 1 3 1% 12376 79800 1425'-81/2 0.183 41.052 Total(Pt) Route 20 65 22'-6 13.37 4 (See Notes) 104'91/2 120 20.012 Flow (q) from Route 22 E(10 0) 10, 0000063 66 22'-6 1337 43100 114'-91/2 0.007 20.019 Total(Pt) Route 21 82 22'-6 13.37 2 (See Notes) 351'-11/2 120 19.355 999 90 Route 22.•••' Flow (q) from Route 23 4E(5'O), T(19-0), LtE(3'O), PO(10'-o) 43'-0 0.001665 -0.000 22'-6 - - 13.37 2.2030 394'-l% 0:656 20.012 Total(Pt) Route 22 17 22'-6 4 (See 76'-1 120 19.347 9•'•'Route23••••• E(10 0) P0(20 0) 0000063 Notes)50'-O T(20'O) 82 22-6 E13.37 4 3100 126 1 0008 19.355 Total(Pt) Route 23 ,0 M.E.P.CAD. Inc. AutoSPRlNK® 12 v12.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Page 9 Job Name: Drawingli Rerote Area Number: REMOTE AREA #5 Date: 4/4/2016 • NO ________________ Actual Inside Diameter 4.87 Factor Schedule 40 Steel Pipe InsideDiameter) - ac Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Fittfts . 3;. ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'h° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FOC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV. Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (M,© M.E.P.CAO, Inc. '419 12 v12.0.47.0 REMOTE AREA #5 4/4/2016 2:15:52PM Paae 10 CD CD Model VELO Pendent ML Very Extra Large Orifice Sprinkler Low Pressures for High Hazards 0.70" Orifice, 14.0 K, 7psi (0,5 bar) Minimum End - Head Pressure (SIN R4613) Features The Reliable Model G VELO pendent sprinklel offers opportunity for: Pipe size reduction. Fewer sprinklers. Elimination of booster pumps. The best choice for densities of 0.38 gpm/ft2 (15 L/min Im2 ) or larger. Simplifies future ESFR conversions. US Patents: 5.890.657 and 5.915.479 Listings & Approvals Listed by Underwriters Laboratories, Inc. and Certified by UL for Canada (cULus). Approved by Factory Mutual (FM) as a storage sprinkler. NYC MEA 258-93-E UL Guide Number VNIV UL Listing Category Sprinklers, Automatic and Open; Sprinklers for Storage Protection (Control Mode Density Area) Technical Data Sprinkler Type Nominal K Factor Sprinkler Height Sprinkler Identification Number (SIN) us I Metric Pendent 0.70 I 3.10' orifice with 3/4" 14.0 I 200.0 I (79mm) R4613 NPT (R3/4 Note: This product has been tested and Iisted'for storage applications to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers for the protection of high-piled storage Product Description The Reliable Model C VELO sprinkler is a Very Extra Large Orifice pendent sprinkler that has been designed to control high challenge fires in both palletized and rack storage occupancies utilizing lower water pressures. The Model C VELO pendent utilizes a center strut solder in compression fusible element. Bulletin 146 Rev. H It has been proven in UL and FM full-scale fire testing and complies with all applicable mechanical and hydrau- lic requirements of the latest sprinkler standards. This product is intended for use as a standard response standard spray sprinkler in hydraulically designed systems with a minimum pressure of 7 psi (0,5 bar) in accordance with the area/density curves of NFPA 13*, Design Criteria The following criteria apply when designing an automatic sprinkler system utilizing the Model G VELO sprinkler for NFPA 13* applications. Sprinkler spacing shall be 7psi um of 6 ft. (1.8m). Minimum design pressu 5 bar). Factory Mutual (FM) Ap Model G VELO sprin- kler allows installation into drops or branch line fittings. Factory Mutual (FM) Loss Prevention Data Sheets con- tain requirements which differ from NFPA. The Model G VELO is Approved by Factory Mutual installations gov- erned by Data Sheets 8-9 and 2-0. Note: The Model G VELO sprinkler is not a "Large Drop" or "ESFR sprinkler". Temperature Ratings Classification Sprinkler Rating Maximum Ceiling Temperature Frame Color OF IOC OF 1°C Ordinary 165 1 74 100 I 38 Uncolored Intermediate .212 I 100 150 I 66 White High 286 I 141 225 I 107 Blue T.?rsPr1nkler standards prior to 1999 edition of NFPA 13 use NFPA LOUO J TI1ftUU&L- AS160067_3145 TIGER RUN CT BLDG F '1• The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, NewYork 10523 Finishes Standard Finishes(') Approvals Natural Bronze(2) Bright Chrome Satin Chrome Approved for all Special Application Finishes Temperature Ratings Lead Wax Wax/Lead 11) cULus listed. (2) FM approved for Natural Bronze only. Installation Reliable's Model G VELO Pendent sprinkler must be in- stalled according to the NFPA Standards or the appropri-. ate Factory Mutual Loss Prevention Data Sheet and the Authority Having Jurisdiction. Installation Approvals Distance from Deflector to Top of Commodity Underwriters Laboratories, Inc. (cULus) 36" Factory Mutual Research (FM) Maintenance Model G VELO Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Prior to installation, sprinklers should be maintained in the original cartons and pack- aging until used to minimize the potential for damage to sprinklers that would cause improper operation or non- operation. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers.. Model H Sprinkler Wrench Use only the Model H sprinkler wrench for sprinkler removal and in- stallation. Any other type of wrench may damage the sprinkler. MODEL G VELO PENDENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. . Recycled li bile (800) 431-1588 Sales Offices Paper He a (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 07/14 PIN 9999970138 *q ca Worldwide Are Protection Contacts www.tyco-fire.com Products *jie -11 ancv -i prInKIers, a,l.2 K'jind 14O K Upright and Pendent en6ed Coverage Light and Ordinary Hazard General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occu- pancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installa- tion rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. Series EC-11 and EC-14 Extended Coverage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corro- sion-resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, this testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity shtiuld be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. NOVEMBER 2014 Sprinkler Identification Numbers (SINs) TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.01K TY6237 - Pendent, 14.0K TY5137 is a re-designation for C5137, G1894, and S2510. TY5237 is a re-designation for C5237, G1893, and S2511. TY6137 is a re-designation for C6137, G1896, and S2610. TY6237 is a re-designation for C6237. G1895, and S2611. TFP22O 2-7/16" (61,9 mm) UPRIGHT & PENDENT 1/2"(12,7mm) j NOMINAL MAKE-IN 6" Im TFP22O . Page i0f B WRENCH FLAT 3/4" ESCUTCHEON PLATE NPT** SEATING SURFACE Components: 1 1-Frame 2 - Button 3 - Sealing Assembly 2 4-Bulb 5 - Compression Screw 6 - Deflector 3 * Temperature rating is 4 indicated on Deflector. ** Pipe thread connections per 5 ISO 7-1 can be provided on special request. 6* CROSS UPRIGHT PENDENT SECTION FIGURE 1 SERIES EC-11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (TY5237) 14.0 K-FACTOR UPRIGHT (TY6137) AND PENDENT (TY6237) ASSEMBLY Technical Data Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval infor- mation including corrosion-resistant status. The approvals apply to the service conditions indicated in the Design Criteria section. Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corrosion-resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. The Style 60 Two-Piece Flush Escutcheon (Figure 4) is UL Listed and FM Approved for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 gpm/psi112 (161,3 1pm/bar"2) K = 14.0 gpm/psi"2 (201,6 1pm/barl'2) Temperature Ratings Refer to Table A. Finish Sprinkler: Refer to Table A. Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame.......................Bronze Button.......................Bronze Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb ...................Glass (3 mm) Compression Screw............Bronze Deflector......................Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C. TFP22O Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) _____________________________________________ Natural Brass Chrome Plated I polyester* Lead Coated Light Upright K=11.2 (TV5137) Pendent 135°F (57°C) Orange 1,2,3",4 155°F (68°C) Red 175°F (79°C) Yellow Table B describes UL and C-UL K11.2 (TY5237) K=14. 0 (TY6237) ________________ 1, 2, 4 ____________ 1, 2, 4 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 Escutcheon 135°F (57°C) Orange 1,2,3,4 1, 2, 4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Ordinary Table B describes UL and CUL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (TY6237) 135°F (57°C) Orange 1, 2, 3, 4 1,2,3,4 155°F (68°C) Red 175°F (79°C) Yellow i, 2, 4 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K11.2 (1Y5237) K14.0 (1V6237) With Style 30 or 40 135°F (57°C) Orange 1, 2, 4 N/A 155°F (68°C) Red 175°F (79°C) Yellow Escutcheon 200-F(93-C) —1 Green Notes (5). Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Cor- Listed by Underwriters Laboratories, Inc. (UL) rosion Resistant Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Frame and Deflector only. Approved by Factory Mutual Research Corporation (FM) Pendent Only Approved by the City of New York under MEA 17703E N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) (57°C) (68°C) (79°C) (93°C) (141°C) Upright or Pendent - - - - - OR OR OR OR OR 14 x 14 Style 30 Recessed - - - - - OR OR OR OR OR Style 40 Recessed - - - - - OR OR OR OR. OR Upright or Pendent OR' OR' OR' OR' OR' SR SR SR SR SR 16 x 16 Style 30 Recessed OR' OR' OR' OR' OR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent OR' OR' OR' OR' OR' SR SR SR SR SR 18 x 18 Style 30 Recessed OR' OR' OR' OR' OR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR . Upright or Pendent OR' QR* OR' SRI SR' SR SR SR SR SR 20 x 20 Style 30 Recessed OR' OR' QR SRI SR' SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR OR: Quick Response SA: Standard Response N/A: Not Applicable 'Does not apply to Upright K=14.0 TABLE SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-1 I OR EC- 14 SPRINKLERS (Refer to Table D for Permitted K-Factor/Area Combinations) TFP22O '.Pageltof8 HC-1 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11.2 EC Pendentor Combustible Unobstructed 14.0 EC Upright 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11.2 EC Pendent Recessed Combustible Unobstructed 14.0 EC Style 30 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC Quick14.0 Pendent or EC Upright 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC Pendent Recessed 14.0 EC Style 30 10 20 100 400 Over 30and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min I Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright 10 20 100 400 Up to 30 14.0 EC Pendent or Combustible Unobstructed Quick 10 16 100 256 Over 30 up to 45 11.2EC 14.0 EC Upright HC-3 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-Factor Style Response Min Max Min Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright 10 20 100 400 Up to 30 14.0 EC Pendent or Combustible Unobstructed Quick 10 16 100 256 Over 30 and up to 45 11.2 EC, 14.0 EC Upright NOTE The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have adesign pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1.2 bar). For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. TABLE SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-11 OR EC-14 SPRINKLERS (Note: Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-factor/area combinations) UL and C-UL Listing Requirements 1. Series EC-11 and EC-14 Sprinklers may be used for the coverage areas shown in Table D, based on main- taining the minimum specified flow rate as a function of coverage area and hazard group for all sprinklers in the design area. Series EC-11 and EC-14 Sprinklers are permitted to be used with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13; for example: Unobstructed, combustible or noncombustible, ceiling construc- tion with a deflector to ceiling/roof deck distance of 1 to 12 inches (25 to 300 mm). Obstructed, non-combustible, ceiling construction with a deflector location below struc- tural members of 1 to 6 inches (25 to 150 mm) and a maximum deflector to ceiling/roof deck distance of 22 inches (550 mm). 3. Series EC-11 and EC-14 Sprinklers, specifically tested and listed for non-combustible obstructed construction, are permitted to be used within trusses or bar joists having non-combustible web members greater than 1 inch (25.4 mm) when applying the 4 times obstruction criteria rule defined under "Obstructions to Sprinkler Discharge Pattern Development". To prevent cold soldering, the minimum allowable spacing between Series EC-11 and EC-14 Sprinklers, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. TFP22O Page 5 of 8 Description Area Light Hazard 0.10 gpm/ft2 \ GroUp I Ordinary Hazard 0.15 gpm/ft2 Group II Ordinary Hazard 0.20 gpm/ft2 gpm psi gpm psi gpm psi 14x14 30 .7.2 30 7.2 39 12.1 16x16 30 7.2 39 12.1 51 20.7 1V5137 (K=11.2) Upright 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 14 x 14 30 7.2 30 7.2 39 12.1 16 x 16 30 7.2 39 12.1 51 20.7 TY5237 (K=11.2) Pendent 18 x 18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14x14 - N/A - 39 7.8 51 13.3 TY6137 16x16 N/A N/A 39 7.8 51 13.3 (K=14.0) Upright 18x18 N/A N/A 49 12.3 65 21.6 20x20 N/A N/A 60 18.4 80 32.7 14x14 37 7.0 39 7.8 51 13.3 16 x 16 37 7.0 39 7.8 51 13.3 1V6237 (K=14.0) Pendent 1 37 7.0 49 12.3 65 21.6 F8x18 20 x 20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 psi = 0.06895 bar 1 ft.2 =0.093 m2 1 gpm = 3.785 1pm 1 gpm/ft2 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS 5. Series EC-11 and EC-14 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For example, obstructions to sprinkler discharge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing, Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers (TY5137, 1Y5237, TY6137 and TY6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee construc- tion must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m). However, where the concrete tee length exceeds 32 feet (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers are to be installed in accordance with the applicable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non-storage and/or non-flam- mable or combustible liquid) occu- pancies. Information provided in the FM Loss Prevention Data Sheets relates to, but not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to-ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with Factory Mutual requirements before proceeding with design. TFP22O '.Page 60f8 2-7/8° DIA. 1/2±1/8' (73,0 mm) - 1/2° (12,7 mm) - (12.7±3,2 mm) - 2-1/4" DIA. _ 1/4" (6.4 mm) FACE OF (57,2 mm) SPRINKLER L- ..J 1/8' FITTING )... -4 (3.2 mm) MOUNTING SURFACE MOUNTING PLATE Jt CLOSURE 1-3/811 (34,9 mm) 1-1/8° (28,6 mm) FIGURE 2 SERIES EC- 11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 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) FACE OF (57,2 mm) SPRINKLER 1/8" FITTING (3,2 mm) ILI iiL MOUNTING / Il \I MOUNTING SURFACE / \ PLATE CLOSURE 1-3/8" (34,9 mm) 7/8'(22,2 mm) FIGURE 3 SERIES EC-1 I AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 2-7/8 DIA. (73,0 mm) 2-1/4" DIA. INTERNALJ DIMENSIONS OF (57,2 mm) I STYLE 60 ESCUTCHEON I ACCOMMODATE I CLASS 150 MALLEABLE FACE OF IRON REDUCING SPRINKLER FITTING: SPRINKLER FITTING 3/8° (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING MOUNTING SURFACE 1/8" SURFACE (3.2 mm) I ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE CLOSURE TO 1/2" (12.7 mm) BELOW 3/4" NPT 2-5/16 (58.7 mm) ________________ MOUNTING SURFACE MOUNTING 11-13/16" (46,0 mm) 3/4° (19.1 mm) TOTAL' PLATE •• ADJUSTMENT FIGURE 4 SERIES EC-1 I AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 3/4 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON a minimum-to-maximum torque of 10 to 20 ft.-Ibs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under or over- tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other Installation Series EC-11 and EC-14 Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying "FITTING SIDE" TOWARDS SPRINKLER FITTING ZWRENCH RECESS (END "A") FIGURE 5 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS UL WRENCH HEX FIGURE 6 W-TYPE 22 RECESSED SPRINKLER WRENCH applicable escutcheon) over the sprinkler pipe threads and with pipe- thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers wrench-tighten using only the TFP22O Page 7 of 8 P/N 51 - XXX - X - XXX F SIN SPRINKLER TEMPERATURE FINISH RATING 893 11.2K PENDENT TY5237 1 NATURAL BRASS 135 135°F (57°C) 894 11.2K UPRIGHT TY5137 4 SIGNAL WHITE (RAL9003) POLYESTER 155 155W (68°C) 895 14.0K PENDENT TY6237 5 JET BLACK (RAL9005) POLYESTER 175 175°F (79°C) 896 14.0K UPRIGHT TY6137 7 LEAD COATED 200 200°F (93°C) * Escutcheon ordered separately 9 CHROME-PLATED 286 286°F (141°C) 000 OPEN OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE E SERIES EC-1 1 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and Maintenance TYCO Series EC-11 and EC-14 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Frequent visual inspections are recom- mended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards recognized by the Approval agency (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-11 or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temper- ature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify') Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 TFP22O - Page 81of 8 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON Is trademark of The DuPont Corporation. Fire Protection Products EXTENDED COVERAGE HORIZONTAL SIDEWALL EXTENDED COVERAGE RECESSED HORIZONTAL SIDEWALL - * 7 EXTENDED COVERAGE LIGHT HA ZARD A U TOMA TI C SPRINKLERS GL SERIES HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Models GL8128, GL8129 and GL8174 Extended Coverage Horizontal Sidewall Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it serves to protect various area coverages and should be installed in accordance with NFPA 13. This sprinkler series is available in various temperature ratings and several finishes to meet many varying design requirements. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangi- ble glass ampule that contains a precisely measured amount of fluid: When heat is absorbed, the liquid with- in the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. TECHNICAL DATA -See reverse side for Approvals and Specifications. oTemperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 2000 (93°C) -Water Working Pressure Rating - 175 psi (12 Bars) -Factory tested hydrostatically to 500 psi (34 Bars) -Maximum low temperature glass bulb rating is -67°F (-55°C) 'Frame - bronze Deflector - brass 'Screw - brass -Bulb seat -,copper Spring - nickel alloy Seal - teflon 'Bulb - glass with alcohol based solution, 3mm size Escutcheon Assembly - steel -SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILVABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURES TEMPERATURE ORDINARY 5 qO iss, ORANGE/RED INTERMEDIATE f74 YELLOW/GREEN NOVEMBER 2015 A46 BULLETIN GL8128, REV. #6 CROSS SECTIONS EXTENDED COVERAGE LIGHT HAZARD AUTOMATIC SPRINKLERS GL SERIES HORIZONTAL SIDEWALL SPECIFICATIONS AND APPROVALS SIN MODEL STYLE NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES cULus NYC-DOB MEA 101-92-E GL8128 Factory Bronze GL8129 HORIZONTAL 8.1 3/4"NPT 3" Chrome SIDEWALL (116 metric) (20mm) (7.6cm) White Polyester2 X X GL8 174 Black Polyester' .2 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILABLE AS cULus LISTED AS CORROSION RESISTANT WHEN SPECIFIED ON ORDER. cULus LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY SIN MODEL STYLE TEMPERATURES MAX. AREA OF COVERAGE LENGTH x WIDTH Feet (Meters) MIN. PRESSURE P.S.!. (bars) MIN. FLOW G.P.M. (Llmin.) DEFLECTOR TO CEILING DISTANCE Inches (mm) MIN. DISTANCE BETWEEN SPRINKLERS Feet (Meters) 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) HORIZONTAL OR OR OR OR 16 (4.9) x 16 (4.9) 10.3 (.71) 26 (98) 16(4.9) x 18(5.5) 12.8 (.88) 29(110) GL8128 SIDEWALL & RECESSED HORIZONTAL SIDEWALL 4(101.6) to 6(152.4) OR SR -- SR 16(4.9) x 20(6.1) 16.6(1.14) 33(125) _______ QR SR - -- 16 (4.9)x22 (6.7) 20.8(l.43) 37 (140) QR SR** -- - 16 (4.9) x 24 (7.3) 26.8 (1.85) 42 (159) HORIZONTAL OR OR OR OR 16 (4.9) x 16 (4.9) 10.3(.71) 26(98) OR OR OR SR 16(4.9) x 18(5.5) 12.8 (.88) 29(110) GL8129 SIDEWALL & RECESSED HORIZONTAL SIDEWALL 6(152.4) to 12(304.8) 6(1.8) OR SR SR 16 (4.9) x 20 (6.1) 16.6(1.14) 33(125) OR* SR -- 16 (4.9) x 22 (6.7) 20.8(1.43) 37(140) oR' SR- -- -- 16(4.9) x 24(7.3) 26.8(1.85) 42(159) HORIZONTAL SIDEWALL 16 (4.9) x 16 (4.9) 12.0 (.83) 28 (106) 16 (4.9) x 18(5.5) 14.6(l.00) 31(117) GL8174 & RECESSED HORIZONTAL SR - - - 12 (304.8) to 18(457.2) 16(4.9) x 20(6.1) ______________ 18.7(1.29) 35(132) 16(4.9) x 22(6.7) 20.8(1.43) SIDEWALL 37(140) NOTE: METRIC CONVERSIONS ARE APPROXIMATE SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED, USE THE MINIMUM FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIAARE STATED. LISTED FOR USE WITH 1/2° ADJUSTABLE RECESSED CUP. "NOT LISTED FOR RECESSED INSTALLATIONS. dnr2r, IAIr!#°iirllln 3/4" ADJUSTMENT CLBE FIRE SPRINKLER CORPORATION NOVEMBER 2015 1/2" ADJUSTMENT zruiyt iivrijruviii I lillY SPECIFY -Quantity 'Model Number 'Style 'Orifice 'Thread Size -Temperature ' Finishes desired 'Quantity - Wrenches - PIN 312366 4,IiaSl2,) Quantity - Recessed Wrenches - PIN 325401 MTAM J 'Quantity - Protective Caps - PIN 327109-CAP (Friction Fit Recessed) GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured 4 products found to be defective in material or workmanship for a r period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com PRINTED U.S.A. BULLETIN GL8128 REV. #6 QUICK RESPONSE EXTENDED COVERAGE PENDENT QUICK RESPONSE RECESSED EXTENDED COVERAGE PENDENT Quick RESPONSE EXTENDED COVERAGE LIGHT HAZARD A UTOMA TIC SPRINKLERS MODEL GL8109 PENDENT DESCRIPTION AND OPERATION The Globe Quick Response Model GL8109 Extended Coverage Pendent Sprinkler for Light Hazard occupan- cies is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times fasterthan ordinary sprinklers. While this Quick Response Sprinkler provides an aesthetically pleasing appearance, it can. be installed wherever standard light hazard ex- tended coverage pendent sprinklers are specified; but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction, in accordance with their listings and in accor- dance with NFPA 13. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the pre- scribed temperature the internal pressure within the am- pule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern. • TECHNICAL DATA See reverse side for Approvals and Specifications. oTemperature Rating- 135°F (57°C), 155°F (680C), 175°F (79°C) and 200°F (930C). eWater Working Pressure Rating - 175 psi (12 Bars). Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-550C). Frame - bronze o Deflector - brass o Screw - brass Bulb seat - copper o Spring - nickel alloy o Seal - teflon Bulb - glass with alcohol based solution, 3mm size. Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION-and COLOR CODING CLASSIFICATION I AVAILABLE BULB SPRINKLER TEMPERATURES . COLOR ORDINARY. ORANGE/RED INTERMEDIATE r JJo YELLOW/GREEN 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 N.F.P.A. MAXIMUM CEILING TEMPERATURE 989-846.4583 FAX 989-846-9231 JULY2005 A-41 BULLETIN GL81O9,REV.#5 QUICK RESPONSE EXTENDED COVERAGE LIGHT HAZARD A UTOMA TIC SPRINKLERS MODEL GL8109 PENDENT SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze tin Chrome' 8.1 (116 metric) 3/41 NP 311(7.6 ) Bright Chrome White FbIyeater2 Black FbIyester2 Leal Coated' PU I t: M I I'CIU LUP1VtI(bIUNS 1K APKOAIMATE. 'FINISHES AVAILABLE ON SPECIAL ORDER. 2AVAILABLE AS cULus LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. STYLE SIN K 135°F 155°F 175°F 200°F C US MODEL FACTOR 57°C 68°C 79°C 93°C PENDENT GL8109 8.1 X X - X X X U.L. LISTING DESIGN - USE REQUIREMENTS FOR LIGHT HAZARDS ONLY STYLE TEMP. ARE REAOF MIN. PRESSURE FLOW IN G.P.M. MODEL COVERAGE P.S.I. 1350F/570C 16'x 16' 10.3 26 Standard 1550F/68°C GL8109 & 175:F/79:C 8jfljL8JRt1 115 11 -Il 1110., 8 M1 1111h Recessed 200 F/93 0C 135°F/570C 20' x 20' 24.4 40 NOTE: DUE TO THE HIGH SPRAY PATTERN CREATED BY THIS SPRINKLER, THERE MUST BE A MINIMUM SPACING OF 8'-0° BETWEEN SPRINKLERS TO ELIMINATE THE RISK OF COLD SOLDERING. ORDERING INFORMATION - I•• . 3 .r-AII . . ,. ;::•.:E ..... II I ___________ I •.i ___________ CROSS SECTION CI BE FIRE SPRINKLER CORPORATION 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com JULY2005 PRINTED U.S.A. BULLETIN GL8 109, REV. #5 SPECIFY Quantity ' Model Number . Style Orifice • Temperature . Finishes desired Quantity - Wrenches - PIN 312366 Quantity - Recessed Wrenches - PIN 325401, Rev. D Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty, please refer to Price List Terms and Conditions of Sale (Our Price List). MOUNTING FASTENERS USTO Wood Steel - 1/4 or #14 Tek Fastener - Qty. Steel Mm. Qty. Steel No Pre Drill Pipe Thickness Pipe 1/4x I 'A LB 2 3 14 GA. 2 4 4 4 16 GA.. 2 2 #14x1'ASMS 2 3 Wood = Thru # cv. Steel - #10 SMS or #905 1/4x2LB 2 2 18 GA. 4 2V2 4 4 20 GA. 4 2V2 #14x2SMS 2 2 22 GA. 4 2 SMS Sheet Multi Scresv DS D,ivc Screw LB - Lu5 Boll Gyp Gypsum Board WI 10/15 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 610 CEILING PLATE SIZE - ROD: 3/8" SIZE - SYSTEM PIPE: 4" max. MATERIAL - Carbon Steel or S.S. (Type 304). FINISH - E.G. LISTING/APPROVAL - 203 - EX 2551. FUNCTION - Attachment component of an AFCON hanger. To support horizontal piping. INSTALLATION -Per NFPA 13 and these instructions. Install on horizontal mounting surface. ASSEMBLY/ATTACHMENT - See drawing. *FASTENER LOCATION OPTIONS - See chart. SPECIAL e®us FASTENERS PER NFPA 13 , USTID FOR STEEL PIPE - SEE TABLE. FEATURES . *Fastener Locations * Fastener array for enhanced mounting ability.. 2@A- Cur B-D Wood I-Joist - alternative to joist clamp. spaces fasteners remote from web element. Steel web joist - self centers in chord space. * Offset tapped rod bore allows 3/16" thread through. ORDERING - Part # and finish. I I El-----J A ZUflN. WILKINS Model 350ADA Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified B64.5 UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA 221-04M-2 (2 1/2" 8") NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4' Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/2*, 3", 411, 611, 811, 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) MKIM (with OS&Y gates) I (with BG valves) Options (Suffixes can be combined) O - with flanged end OS & V gate valves (standard) 0 L - less shut-off valves (grooved body connections) O LM - less water meter - with remote reading meter O - with gallon meter (standard) O CFM - with cu ft meter L3 CMM - with cu meter meter G - with grooved end connections O FIG - withflangedinletconnectionandgrooved outlet connection O P1 - with Post Indicator Gate Valves O BG - with grooved end butterfly valves with integral supervisory switches O BF - with flanged end butterfly valves with integral supervisory switches Accessories Repair kit (rubber only) O Thermal expansion tank (Model XT) O OS & V Gate valve tamper switch (OSY-40) j j MODEL 350ADA with OS&Y option MODEL 350ADA SIZE in. mm WEIGHT LESS SHUTOFF VALVES lbs. kg OSY GATE VALVES FLANGED lbs. I kg OSY GATE VALVES GROOVED lbs. I kg BUTTERFLY VALVES FLANGED lbs. kg BUTTERFLY VALVES GROOVED lbs. kg 2112 65 105 48 192 87 184 83 157 71 147 67 3 80 104 47 210 95 200 91 162 73 148 67 4 100 91 41 230 104 204 93 147 66 139 63 6 150 141 64 362 164 332 151 246 111 215 98 8 200 302 137 762 346 738 335 491 223 445 202 10 250 355 161 1024 464 902 409 628 285 570 259 MODEL DIMENSION (approximate) 350ADA SIZE in mm A in I mm A WITH BUTTERFLY VALVES in I mm B LESS GATE VALVES in I mm C in I mm D in mm OS&Y OPEN in I mm E OS&Y CLOSED in mm E WITH BUTTERFLY VALVES in mm F in I mm G in mm 21/2 65 351/8 892 321/8 816 201/8 511 41/21114 9 229 173/41 451 153/8 391 81/4 210 6 152 71/4 184 3 80 361/8 918 33 838 201/8 511 41/2 114 9 229 201/41 514 17 432 81/2 216 6 152 71/4 184 4 100 38114 972 331/4 845 197/8 505 41/2 114 9 229 221/2 572 181/4 464 9 229 6 152 8 203 6 150 47 1/4 1200 401/4 1022 257/8 657 51/2 140 101/2 267 301/2 775 241/4 616 10114 260 7 178 10 254 8 200 62 1575 55 1397 381/2 978 10 254 12 305 37 940 1 281/2 724 12 305 81/2 216 11 279 10 250 64 5/8 1641 581/2 1486 381/2 978 10 254 12 305 455/8 1159 343/4 8831 13 1 330181/2 2161 12 1305 Attention: Mode1350ADA (grooved body) and Model 350DA (flange body) have different lay lengths. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 wwwzurn.com Rev. E Date: 10/15 Document No. BF-350A0A Patent No. 5, 913, 331 Product No. Model 350ADA Page 1 of 2 104j (n 69 Flow Characteristics 0 RatedFlow csuablishcd by approval agencies) MODEL 350ADA2 112", 3" & 4 (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 50.5 - ---- ---- _r- 0 200 400 600 FLOW RATES (GPM) MODEL 350A0A 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (IFS) 0.0 63.1 126.2 189.3 0 U) a. 0 1000 2000 3000 FLOW RATES (GPM) 800 252.4 1041 U, 69 'U 35 CO) 'U oE 4000 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 j 5288 PROTECTIVE MODEL 350ADABG (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 SECTION CONTENTS Page No. General Information....................1 Installation Specifications............2 Material Specifications ...............2 Performance Data ........................3 Ordering information .................. 7 Steel Vertigo Wood Vertigo Concrete Vertigo (Wedge-Bolt OT) ANCHOR MATERIALS Zinc Plated Carbon Steel ANCHOR SIZE RANGE (TYP.) 1/4" to 1/2" for Steel 1/4" to 1/2" for Wood 1/4" to 1/2" for Concrete SUITABLE BASE MATERIALS Steel Purlins and Beams Wood and Timber Normal-Weight concrete Structural Lightweight concrete Hollow Core Concrete Plank 2owers 'FASTENERS PRODUCT. INFORMATION VertigoTM Vertigo TM Rod Hangers Vertigo is an all steel threaded fastening system for suspending steel threaded rod vertically overhead in pipe hanging, fire protection, electrical conduit and cable-tray applications. Vertigo are available in three versions which can be installed in a variety of base materials including steel purlins, bar joists and beams, wood frame columns and beams, as well as concrete ceilings, beams and columns. Steel threaded rods in 1/4", 3/8" and 1/2" diameters can be vertically suspended with Vertigo. In wood and steel base materials, Vertigo is also offered in a side mount style for lateral installation of 1/4" and 3/8" diameter steel threaded rods onto joists, columns and overhead members. For all steel and wood Vertigo fasteners, a universal Vertigo Socket Driver is recommended to provide proper installation with a screw gun or hammer drill. Concrete Vertigo fasteners should be installed with the appropriate size standard drive sockets and adjustable torque, battery powered screw gun or hammer drill. rGEN ERAL APPLICATIONSiit'i 'liii i. Hanging Pipe and Sprinkler Systems • Suspending Conduit and Cable Trays Lighting Systems and Overhead Utilities • HVAC Ductwork and Strut Channels Suspended Ceilings • Mounting Security Equipment TURFS rrjr + One system for all rod hanging applications in steel, wood and concrete + Ease and speed of overhead installation + Lower in-place cost, when compared to beam clamps, lag bolts and dropins + Steel and wood Vertigo can be installed with a screw gun or hammer drill + Concrete Vertigo can be installed with an adjustable torque, battery powered screw gun or hammer drill + Side mount versions available for steel and wood Vertigo + The universal socket can be used for the steel and wood Vertigo APPROVALS AND LISTINGS FM Approvals (FM) - (see listing for applicable sizes and types). Pipe Hangers components for automatic sprinkler systems - File No. ii 3015153 Underwriters Laboratory (UL) - (see listing for applicable sizes and types). Pipe Hangers - File No. EX 1289 Luminaire - File No. E362339 GUIDE S l IW lI']k'F.. CSI Divisions: 03 16 00 - Concrete Anchors, 05 05 19 - Post-Installed Concrete Anchors, 05 05 23 - Metal Fastenings and 06 05 23 - Wood, Plastic, and Composite Fastenings. Rod Hangers shall be Vertigo anchors as supplied by Powers Fasteners, Inc., Brewster, NY. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com VertigoTM PRODUCT INFORMATION owers FASTENERS INSTALLATION SPECIFICATIONS Steel Vertigo Point Style #3 #5 Self Drilling Range 0.036 (20 gau9e) - 0.188"(3/16 ) 0.188" (3/16") - 0.500"(1/2") Screw Size (UNC) 1/4-20 thread 1/4-20 thread Root Diameter (in.) 13/64 13/64 Thread Length (in.) 1-3/16" (1-1/2"screw) 31/32" (1-1/2"screw) Flange Thickness (in.) 1/16 1/16 Drill Speed (RPM) 500-1,500 500-1,500 Install with universal steel and wood socket. Wood Vertigo Screw Size 1/4" Thread Forming 5/16" Thread Forming Pre-drill Diameter (in.) (if required) 1/8 1/8 Point Style Type 17 Type 17 Root Diameter (in.) 3/16 7/32 Thread Length (in.) Screw length less 5/16 Screw length less 5/16 Flange Thickness (in.) 1/16 1/16 Install with universal steel and wood socket. Vertigo Couplings (Steel & Wood) Screw Size 1/4" 3/8" 1/2" 1/4" 3/8" Coupling Size and Type Vertical Vertical Vertical Side Side Thread Size (UNC) 1/4-20 3/8-16 1/2-13 1/4-20 3/8-16 Thread Depth (in.) 3/8 3/8 3/8 (through) (through) Width (flat to flat) (in.) 5/8 5/8 5/8 5/8 5/8 Height (in.) 13/16 13/16 13/16 13/16 13/16 Concrete Vertigo (Wedge-Bolt 01) Rod Diameter/Anchor Size 1/4" 3/8" 1/2" ANSI Drill Bit (in.) 1/4 1/4 3/8 Overall Screw Shank Length 1-1/4 1-1/2 2-3/4 Anchor Thread Length (in.) 1-1/8 1-3/8 2-1/2 Root Diameter (in.) 15/64 15/64 23/64 Coupling /Washer Height (in.) 27/64 9/16 53/64 Integral Washer O.D. (in.) 31/64 39/64 31/32 Coupling Thread Size (UNC) 1/4-20 3/8-16 1/2-13 Coupling Thread Depth (in.) 3/8 1/2 3/4 Socket Driver Size (in.) 3/8 1/2 11/16 Install with universal steel and wood socket. Installation Guidelines When installing Vertigo 4 fasteners, eye protection • . should be worn as a . . safety precaution. If pre-drilling is required •. •.•. (certain types of wood truss/wood joist and all concrete base materials), select the recommended drill bit type and diameter. For Concrete Vertigo only, drill to the appropriate embedment depth, adding at least one diameter (1/4" to 1/2") to the drilling depth to prevent the tip of the fastener from running into a dead end at the rear of the anchor hole. Concrete Select the appropriate ...... socket driver for the .. .. ". " ." .. anchor size and type to be .. installed and mount into chuck of installation tool. Insert the Vertigo fastener into the socket driver, and install perpendicular to the base material surface. Drive the fastener with a smooth steady motion until the coupling is firmly seated against the surface of the base material. Thread the appropriate Steel diameter steel threaded rod or threaded bolt into the coupling. The threaded rod or bolt should fully engage the thread length t of the coupling on a vertical mount fastener. The threaded rod or threaded portion of the bolt can pass through coupling of a side Wood mount fastener. For UL and FM listings for Pipe Hangers, Steel Vertigo should be installed with a retaining nut Steel and Wood Vertigo Component Component Material Screw Body AlSI 1018-1022 (Case Hardened) Coupling AISI 1018-1022 (Case Hardened) Zinc Plating ASTM B633, SC1,Type Ill (Fe/Zn5) Concrete Vertigo (Wedge-Bolt OT) Component Component Material Anchor Body Case Hardened 10821 Carbon Steel Zinc Plating ASTM B633, SC 1, Type Ill (Fe/Zn 5) 2 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 ?owers 'FAS TENERS PRODUCT INFORMATION VertigoTM PERFORMANCE DATA Steel Vertigo - Ultimate Tension Load Capacities when Installed in Minimum ASTM A 36 Steel (Beams) and ASTM A 572 Steel (Purlins)12 Anchor Size I ____________ ___________ Minimum Steel Gauge (Thickness) 20 0.036" 18 0.048" 16 0.060" 14 0.075" 12 0.105" 3/16" 0.187" 114" 0.250" Rod Diameter in. Mount Direction Screw Shank Size and Length (mm) lbs. lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) (kN) Vertical 114-20x 1" (w/nut) 1.550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) Vertical 1!4-20x 1" 405 620 985 1,160 1,560 3,205 5,040 1/4 (6.4) (1.8) (2.8) (4.4) (5.2) (7.0) (14.4) (22.7) Side 1/4-20x 1" (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 - (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) Vertical 1/4-20x 1" (w/nut) 11550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Side 1/4-20x 11- 1,550 (7.0) 1,550 (7.0) 1,775 (8.0) 1,775 (8.0) 2,050 (9.2) 3,850 (17.3) - Vertical 1/4-20x 1-1/2" 405 (1.8) 620 (2.8) 985 (4.4) 1,160 (5.2) 1,560 (7.0) 3,205 (14.4) - 3/8 (9.5) Side 114-20x 1-1/2" 405 620 985 1,160 1,560 1,965 (1.8) (2.8) (4.4) (5.2) (7.0) (8.8) - Vertical 1/4-20 x 2" (w/nut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) - Vertical 12-20x 1-1/2" 495 710 920 1,560 2,050 3,280 5,040 1/2 (2.20 (3.2) (4.1) (7.0) (9.2) (14.8) (22.7) (12.7) Vertical 12-2Ox1-1/2"(1ut) 1,550 1,550 1,775 1,775 2,050 3,850 (7.0) (7.0) (8.0) (8.0) (9.2) (17.3) 1. For Steel Vertigo loaded perpendicular to threaded rod (shear) the ultimate load capacity for the anchor is 1,965 lbs in nominal 20 gage steel (0.036") Wood Vertigo - Ultimate Tension Load Capacities when Installed in Wood Base Materials (Structural Wood and Timber)12 Anchor Size! Rod Diameter Mount Screw Shank Size Embedment Depth . _______ Wood Member (Type) Fir Pine Spruce in. Direction and Length in. (mm) lbs. lbs. lbs. (mm) (kN) (kN) (kN) 1/4 Vertical 1/4 x 1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (2.9) (6.4) Side 1/4x2" 2 1,510 1,510 1,510 (50.8) (6.8) (6.8) (6.8) Vertical 1/4x 1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (2.9) Side 1/4 x 1" 1 (25.4) 685 (3.1) 650 (2.9) 650 (2.9) Vertical 1/4 x 2" 2 (50.8) 1,510 (6.8) 1,510 (6.8) 1,510 (6.8) Side 114x2" 2 1,800 1,800 1,800 3/8 (50.8) (8.1) (8.1) (8.1) (9.5) Vertical 1/4x3" 3 2,075 1,510 1,510 (76.2) (9.3) (6.8) (6.8) Vertical 1/4 x 4 4 (101.6) 2,075 (9.3) 1,510 (6.8) 1,510 (6.8) Vertical 5/16" x2-1/2" 2-1/2 (63.5) 2,670 (12.0) 3,110 (14.0) 3,110 (14.0) Side 3/8" x 2-1/2" 2-1/2 (63.5) 1,450 (6.5) 1,530 (6.9) 1,380 (6.2) 1/2 (12.7) Vertical 5/16" x2-1/2" 2-1/2 2,670 (12.0) 3,110 (14.0) 3,110 (63.5) (14.0) Truss!joist manufacturers may require pre-drilled holes with wood depending on the location of the anchor installation. Consult with the truss/joist manufacturer for details. Wood Vertigo are recommended to be installed with the Universal Steel & Wood Nut Driver. Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com VertigoTM PRODUCT INFORMATION ?oWers. FASTENERS PERFORMANCE DATA Concrete Vertigo - Ultimate Load Capacities when Installed in Normal-Weight Concrete-' Anchor Size ! ANSI Drill Bit Minimum Concrete Compressive Strength (If c) Embed. Depth psi (13.8 MPa) 4,000 psi (20.7 MPa) 6,000 psi (41.4 MPa) Rod Diameter Mount Screw Shank Size Diameter 11v 2,000 Tension Shear Tension Shear Tension Shear in. Direction and Length dbit in. (mm) . in. (mm) lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 Vertical 1/4"x 1-1/4" 1/4" 1-1/4 1,390 1,810 1,950 2,440 2,070 2,570 (6.4) (31.8) (6.3) (8.1) (8.8) (11.0) (9.3) (11.6) 3/8 Vertical 1/4"x 1-1/2" 1/4" 1-1/2 1,760 2,580 2,595 2,640 2,770 2,700 (9.5) (38.1) (7.9) (11.6) (11.7) (11.9) (12.5) (12.2) 1/2 (12.7) Vertical 3/8"x2-3/4" 3/8" 23/4 (69.9) 5,320 (23.9) 5,250 (23.6) 6,050 (27.2) 6,330 (28.5) 8,620 (38.8) 7,410 (33.0) The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. Linear interpolation may be used to determine ultimate loads for intermediate compressive strengths. Concrete Vertigo - Ultimate Load Capacities when Installed Through Metal Deck into Structural Lightweight Concrete'-71.4 Lightweight Concrete Over Minimum 20 Ga. Metal Deck Anchor Size I Rod Diameter Embedment Depth ft 2- 3,000 psi (20.7 MPa) Minimum 4 1/2" Wide Deck d h, Tension Load at 45" in. in. (mm) (mm) lbs. lbs. (kN) (kN) (6.4) (31.8) (5M () (38) (0) (.8) (123) 9) (17.5) (13.1) The values listed above are ultimate and allowable load capacities for Vertigo rod hangers installed in sand-lightweight concrete. The metal deck shall be minimum No. 20 gauge thick steel 10.035-inch base metal thickness (0.89 mm)I conforming to ASTM A 653/ A 653M. The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. The tabulated load values are for anchors installed with a minimum flute edge distance of 1-1/2-inch. Concrete Vertigo - Ultimate Tension Load Capacities when Installed in Hollow Core Concrete Plank',' Anchor Size! Rod Diameter Mount Screw Shank Size ANSI Drill Bit Diameter Embedment Depth Center of Web Center of Core in. Direction and Length dhit in. lbs. lbs. (mm) in. (mm) (kN) (kN) 1/4 (6.4) Vertical 1/4"x 1-1/4" 1/4" 1-1/4 (31.8) 2,775 (12.3) 1,920 (8.5) 3/8 Vertical (9.5) 1/4"x 1-1/2" 1/4" 11/2 3,700 (16.5) 2,570 (38.1) (11.4) 1/2 (12.7) Vertical 318"x2-314' 3/8" 2-3/4 8,240 (36.7) 3,480 (69.9) (15.5) Tabulated load values are for anchors installed in 8-inch-thick hollow core plank with minimum compressive strength of 5,000 psi at the time of installation. The 4's 6' normal-weight concrete members features include 1-1/2' cover above and below cores and a minimum web thickness of 1-1/2". The values listed above are ultimate load capacities which should be reduced by a minimum safety factor of 4.0 or greater to determine the allowable working load. 4 www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 -Powers 'FASTENERS PRODUCT INFORMATION VertigoTM IPERFORMANCE DATA Steel Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings for Pipe Hangers' Anchor Size! Maximum UL Minimum FM Minimum Rod Diameter Mount Screw Shank Pipe Size Steel UL Test Load Steel FM Test Load Cat. No. in. Direction Size and Point Style Thickness lbs. Thickness lbs. (mm) Length in. (mm) in. (kN) i. (kN) (mm) (mm) 7158 Vertical 114-20x 1" #3 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7184 Side l/4-20x 1" #3 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7160 Vertical 114-20x #3 4 0.060 1,500 0.096 1,475 3/8 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7186 Side 114-20x #3 4 0.060 1,500 0.096 1,475 (9.5) 1-1/2" (101.6) (1.5) (6.8) (2.4) (6.6) 7154 Vertical 12-20x 1-1/2" #5 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7188 Side 1/4-20 x 2" #3 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7201 Side 12-20x 1-1/2" #5 0.060 1,500 0.096 1,475 (101.6) (1.5) (6.8) (2.4) (6.6) 7161 1/2 (12.7) Vertical 12-20x1-1/2" #5 8 0.250 4,050 0.250 3,800 (203.2) (6.4) (18.2) (6.4) (17.1) 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For UL and FM listings, Steel Vertigo must be installed with a retaining nut. Wood Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) and Underwriter's Laboratories (UL) Listings for Pipe Hangers' Anchor Size! Rod Diameter Mount Screw Shank Embedment Depth UI Maximum UL Test Load FM Maximum Cat. No. i n. Direction Size and . Pipe Size . lbs. Pipe Size FM Test load lbs. (mm) length in. (mm) in. (mm) (kN) (mm) (kN) 7165 Vertical 1/4 x 2" 2 3 1,050 (50.8) - - (76.2) (4.7) 7170 Side 1/4x2" 2 3 1,050 (50.8) - - (76.2) (4.7) 7167 Vertical 1/4x3" 3 3 1,050 - - 3/8 (9.5) (76.2) (76.2) (4.7) 7169 Vertical 1/4x4" 4 3 1,050 - - (101.6) (76.2) (4.7) 7162 Vertical 5/16" x 2-1/2" 2-1/2 4 1,500 1,475 (63.5) 4 (101.6) (6.8) (101.6) (6.6) 7156 Side 5/16" x2-1/2" 2-1/2 4 1,500 (63.5) - - (101.6) (6.8) 1. Wood Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. No pre-drilling was done in the wood base materials. Concrete Vertigo - Ultimate Load Capacities for Factory Mutual (FM Global) Listings for Pipe Hangers' Anchor Size! Rod Diameter Screw Shank Size ANSI Drill Bit Diameter Embedment Depth FM Maximum FM Test load Cat. No. i n. Mount Direction and dw in. Pipe Size lbs. (mm) length i n. (mm) i in. (mm) (kN) 7173 3/8 Vertical 1/4" x 1-1/2" 1/4" 1-1/2 (38.1) 4 (101.6) 1,475 (6.6) 7175 1/2 (12.7) Vertical 3/8" x 2-3/4" 3/8" 2-3/4 (69.9) 4 (203.2) 3,800 (17.1) 1. Tabulated load values are for anchors installed in 8 inch thick hollow core plank with minimum compressive strength of 4,000 psi at the time of installation. The 4' x 6' normal-weight concrete Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com VertigoTM PRODUCT INFORMATION powers. FASTENERS PERFORMANCE DATA Steel Vertigo - Ultimate Load Capacities for Underwriter's Laboratories (UL) Listings - Luminaire' Catalog Number Anchor Size/Rod Dia.. In. (mm) Mount Direction Screw Shank Size and Length Point Style Mounting Surface UL Test Load (lb.) 7155 1/4 Vertical 1/4-20x 1 #3 16 Gauge Steel 45 7157 3/8 Vertical 1/4-20x2 #3 16 Gauge Steel 45 7158 3/8 Vertical 1/4-20 x 1 #3 16 Gauge Steel 45 7159 3/8 Vertical 114-20x 1-1/2 #3 16 Gauge Steel 45 7160 1/4 Vertical . 1/4-20 x 1-1/2 #3 16 Gauge Steel 45 7183 1/4 Side 1/4-20x 1 #3 16 Gauge Steel 75 7184 3/8 Side 1/4-20x 1 #3 16 Gauge Steel 75 7186 1 3/8 Side 1/4-20 x 1-1/2 #3 16 Gauge Steel 75 7188 3/8 Side 1/4-20x2 #3 16 Gauge Steel 75 7155 1/4 Vertical 1/4-20x 1 #3 22 Gauge Steel 25 7157 1/4 Vertical 1/4-20 x 2 #3 22 Gauge Steel 25 7158 3/8 Vertical 1/4-20 x 1 #3 22 Gauge Steel 25 7159 3/8 Vertical 1/4-20 x 1-1/2 #3 22 Gauge Steel 25 7160 3/8 Vertical 1/4-20 x 1-1/2 #3 22 Gauge Steel 25 7183 1/4 Side 1/4-20 x 1 #3 22 Gauge Steel 45 7184 3/8 Side 1/4-20 x 1 #3 22 Gauge Steel 45 7186 3/8 Side L 1/4-20 x 1-1/2 #3 22 Gauge Steel 45 7188 3/8 Side 1/4-20 x 2 #3 22 Gauge Steel 45 1. Steel Vertigo anchors are recommended to be installed with the Universal Steel & Wood Nut Driver. For UL luminaire listing, Steel Vertigo does not require a retaining nut. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 Cat. No. Description RPM Std. Box Ctn. 7166 6'-1 2' Pole Tool (includes three Jaw Chuck) N/A 1 1 7187 Universal Steel & Wood Socket (Red) 500 to 1500 RPM _5 25 7195 1/4" Concrete Socket (Blue) - _5_ 25 7197 3/8" Concrete Socket (Blue) - _5_ 25 7198 1/2" Concrete Socket (Blue) Concrete Vertigo Installation Accessories Cat. No. Description Maximum Length Std. Box Std.Bit On. 5864 Vertigo Installation Kit: 1/4" and 3/8" Concrete Drive Sockets (Blue) Universal Steel & Wood Socket (Red) (Sleeve Assembly _(same _as_Cat#_5874) 6" 1 3/4 5874 Sleeve Assembly (5-3/4") 6" 1 - Cat. No. Description Usable Length std. Tube t/2 1/4" x 6" Hex Shank SOS Drill Bit 4" 1 ?owers -FASTENERS PRODUCT INFORMATION VertigoTM tORDERING IIIINFORMATION Steel Vertical Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box std. Ctn. 7155 1/4" 1/4"-20x1" #3 0.036" (20 gauge) to 0.188" (3116") 100 500 7157 3/8" 1/4"-20x2" #3 100 500 7158 3/8" 1/4"-20x1"(wlnut) 100 500 7159 3/8" 1/4"-20x1-1/2"(w/nut) #3 100 500 7160 318" 1/4"-20x1-112"(w/nut) #3 100 500 7152 1/4" 12"-20x1-1/2" #5 188"(3I16") to O.0.500"(112") 100 1 500 7154 3/8" 12"-20x1-1/2"(w/nut) #5 100 500 7161 1/2" 12"-20x1-1/2"(wlnut) #5 100 500 Steel Side Hanger (#3 for Purlins, #5 for Beams) Cat. No. Rod Dia. Screw Shank Size and Length Point Style Self Drilling Range Std. Box Std. Ctn. 7183 1/4" 1/4'-20x1" #3 0.036" (20 gauge) to 0.188" (3/16") 100 500 7184 3/8" 1/4"-20 x 1" (w/nut) #3 100 500 7186 3/8" 1/4"-20x 1-1/2" (w/nut) #3 100 500 7188 3/8" 1/4"-20x2" (w/nut) #3 100 500 7200 1/4" 12"-20x1-112" #5 0.188" (3/16") to 0.500" (1/2") —5O-j 300 7201 3/8" 12"-20 x 1-1/2" (w/nut) #5 1 100 1 600 Wood Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std Box Std. Ctn. 7163 1/4" 1/4"x2" Type 17 1/8" 1 100 500 7203 3/8" 1/4" x 1" Type 17 100 500 7165 3/8" 1/4"x2" Type 17 100 500 7167 3/8" 1/4"x3" Type 17 100 500 7169 3/8" 1/4"x4" 1 Type 17 00 500 7162 3/8" 5/16"x2-1/2" Type 17 100 500 7164 1/2" 5/16"x2-1/2" Type 17 100 1 500 Wood Side Hanger Cat. No. Rod Dia. Screw Shank Size and Length Point Style Pre-Drill Diameter (If Required) Std. Box Std. Ctn. 7185 1/4" 1/4" x 1" Type 17 1/8" 100 500 7205 3/8" 1/4" xl" Type 17 100 500 7170 3/8" 1/4" x 2" Type 17 100 500 7156 318" 5/16"x2-1/2" Type 17 100 500 Concrete Vertical Hanger Cat. No. Rod Dia. Screw Shank Size and Length Thread I Style Pre-Drill Diameter (If Required) Std. Box Std. Ctn. 7171 1/4" 1/4" xl-1/4" I Wedge-Bolt OT 1/4" ANSI 100 500 7173 3/8" 1/4" x 1-1/2" I Wedge-Bolt UT 1/4" ANSI 100 500 7175 1/2" 1/4" x 2-3/4" I Wedge-Bolt UT 3/8" ANSI 50 250 Drive Sockets and Pole Tool © 2014 Powers Fasteners, Inc. All Rights Reserved. Vertigo is a registered trademark of Powers Fasteners, Inc. For the most current product information please visit www.powers.com Powers USA: (800) 524-3244 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2owers Snake+TM PRODUCT INFORMATION FASTENERS Snake+ Internally Threaded Screw Anchor SECTION CONTENTS Page No. PRODUCT1IIDESCRIPTION!lI The Snake+ anchor is an internally threaded, self-tapping screw anchor designed for performance in cracked and uncracked concrete. Suitable base materials include normal- weight concrete, structural sand-lightweight concrete and concrete over steel deck. The Snake+ screw anchor is installed into a drilled hole with a power tool and a Snake+ setting tool. After installation a steel element is threaded into the anchor body. Suspending conduit • Interior applications/low level corrosion environment Cable trays and strut • Tension zone areas Pipe supports • Seismic and wind loading applications Fire sprinklers • Suspended lighting + Designed for use in holes drilled with standard ANSI carbide drill bits + Anchor design allows for shallow embedment and mechanically interlocks with base material + Internally threaded anchor for easy adjustment and removability of threaded rod or bolt + Fast anchor installation with a powered impact wrench + Hammer not used for installation APPROVALS AND LISTINGS International Code Council, Evaluation Service (ICC-ES), ESR-2272 Code compliant with the IBC, and IRC (see report for applicable code editions) Tested in accordance with ACI 355.2 and ICC-ES AC 193 for use in structural concrete under the design provisions of ACl 318 (Strength Design method using Appendix D) Evaluated and qualified by an accredited independent testing laboratory for recognition in cracked and uncracked concrete including seismic and wind loading (Category 1 anchor) Evaluated and qualified by an accredited independent testing laboratory for reliability against brittle failure, e.g. hydrogen embnttlement Evaluated and qualified by an accredited independent testing laboratory for supplemental recognition in redundant fastening applications FM Global (Factory MutuaO - File No. 3024502 (see report for sizes) www.approvalguide.com - Pipe hanger components for automatic sprinkler systems ctIJ I.] 3SPECIFICATI ONS1I CSI Divisions: 03151-Concrete Anchoring and 05090-Metal Fastenings. Internally threaded anchors shall be Snake+ as supplied by Powers Fasteners, Inc., Brewster, NY. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MATERIAL SPECIFICATIONS Anchor Component Specification Anchor body Case hardened carbon steel Plating Zinc plating according toASTM B 633, SC1,Type Ill (Fe/Zn 5) Minimum plating requirement for Mild Service Condition General Information .................... 1 Material Specifications................1 Installation Specifications...........2 Installation Instructions...............3 Performance Data........................4 Ordering Information ..................9 man* Snake+ INTERNAL THREAD VERSION Unified coarse thread (UNC) ANCHOR MATERIALS Zinc plated carbon steel body ANCHOR SIZE RANGE (TYR) 1/4", 3/8" and 1/2" diameters SUITABLE BASE MATERIALS Normal-weight concrete Structural sand-lightweight concrete Concrete over steel deck \ON. r 7-, This Product Available In Powers Design Assist Real Time Anchor Design Software wiwi.powersdesignassist corn www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers .FASTENERS PRODUCT INFORMATION Snake+' IINSTALLATIONI1 I.'1l [s] F. Installation Information for Snake+ Screw Anchor for Single Point Applications13 Nominal Anchor Size Anchor Property I Setting Information Notation Units 1/4" 318" 1/2" Nominal outside anchor diameter (da) in. (mm) 0.375 (9.5) 0.500 (12.7) 0.750 (19.1) Internal thread diameter (UNC) d in. (mm) 0.250 (6.4) 0.375 (9.5) 0.500 (12.7) Drill bit diameter d ft in. 3/8 1/2 ANSI 3/4 ANSI ANSI Minimuin hole depth h0 in. (mm) 2 (51) 2 (51) 2-1/2 (64) Minimum concrete member thickness2 hm in. (mm) 3 (76) 4jn 4 (102) (102) Overall anchor length in. (mm 1-1/4 (32) 1-1/4 (32) 1-11/16 (43) Nominal embedment depth hn om in. (mm) 1-5/8 (41) . 1-5/8 (41) 2-3/16 (55) Effective embedment ( in. (mm) Not Applicable 1.10 (28) 1.54 (39) Minimum edge distance2 C min in. (mm) Not Applicable 3 (76) 4 (102) Minimum spacing distance2 Smin in. (mm) Not Applicable 3 (76) 4 (102) Critical edge distance2 Cac in. (mm) Not Applicable 3 (76) 4 (102) Maximum impact wrench power (torque) Tscrew ft-lb. (N-m) 120 (163) 345 (468) 345 (468) Maximum tightening torque of steel insert Tmax ft.-lb. 4 14 36 element (threaded rod or bolt) (N-m) (6) (19) (49) The information presented in this table is to be used in conjunction with the design criteria of ACI 318 Appendix D. For installations through the soffit of steel deck into concrete, see illustration detail. Anchors in the lower flute may be installed with a maximum 1-inch offset in either direction from center of the flute. In addition, anchors shall have an axial spacing along the flute equal to the greater of 3h,4 or 1.5 times the flute width. The notation in parenthesis is for the 2009 IBC. Dimensional Sketch for Snake+ Screw Anchor Installed with Steel Insert Element - -.. . .. _ .0•' - •.• 4 - • . .' . •• .• .• . 4 -4. 4 , 4 7 4 :-:r 10 " hm. [ I h. 'ef r' ' r IC' dillt - -. dbR, - dh Do not excd Do not oxnood g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2 2owers Snake+M PRODUCT INFORMANTION FASTENERS II F.1f !1±'il ['] II NSTRUCTIONS Installation Instructions for Snake+ Screw Anchor 1..) Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the carbide drill bit used should meet the requirements of ANSI Standard B212. 15. 2.) Select a powered impact wrench that does not exceed the maximum torque, for the selected anchor diameter Attach the Snake+ setting tool supplied by Powers Fasteners to the impact wrench. Mount the anchor onto the setting tool. 3) Drive the anchor into the hole until the shoulder of the Snake+ setting tool comes into contact with the surface of the base material. Do not spin the setting tool off the anchor to disengage. 4.) Insert threaded rod or a bolt into the Snake-i-, taking care not to exceed the maximum specified tightening torque of the steel insert element, Tmax. Minimum thread engagement should be at least one anchor diameter Installation Detail for Snake+ Installed Through Soffit of Steel Deck into Concrete STRUCTURAL SAND-LIGHTWEIGHT CONCRETE OR NORMAL WEIGHT / CONCRETE OVER STEEL DECK (MINIMUM 3,000 PSI) I UPPER FLUTE 1 CLR.MIN. r tuiivi MIN. 3 MIN. 4-1/2" (1W) ... 4 . / 4 I6. ANC HOR\(j MIN4J/2 . : MIN. 12" (TYP) .- I MIN. 1-1/4" LOWER FLUTE (RIDGE) NO. 20 GAGE STEEL DECK MIN. FLUTE EDGE g 3 wvvw.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 ?owers FASTENERS PRODUCT INFORMANTION Snake+M IPERFORMANCE DATA Tension Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 3/8 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth in. (mm) 1-5/8 (41) 2-3/16 (41) STEEL STRENGTH IN TENSION4 Minimum specified yield strength of steel insert element -' ksi (N/mm2) ASTM A36 36.0 (248) ksi (N/mm2) ASTM Al 93, Grade B7 105.0 (724) - Minimum specified ultimate strength of steel insert element rd /m mi ASTM A36 58.0 (400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 (862) - Effective tensile stress area of steel insert element Age in2 (mm2) 0.0775 (50) 0.1419 (50) Steel strength in tension N71 lb (I) ASTM A36 4495 (0.0) 8,230 (7.0) lb (It) ASTM A193, Grade B7 9 685 (431) - Reduction factor for steel strength3.4 1 0 - 0.65 CONCRETE BREAKOUT STRENGTH IN TENSION8 Effective embedment hei in. (mm) 1.10 (28) 1.54 (39) Effectiveness factor for uncracked concrete3 k u - 24 30 Effectiveness factor for cracked concretes kr- - 17 24 Modification factor for cracked and uncracked concretes 11 CA' - Cracked concrete = 1.0 Uncracked concrete = 1.4 Critical edge distance cac in. (mm) 3 I (76) 4 (102) Reduction factor for concrete breakout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION (NON-SEISMIC APPLICATIONS)8 ___________ Characteristic pullout strength uncracked concrete (2,500 p56 (J) See note 7 T See Note 7 Characteristic pullout strength, cracked concrete (2,500 PSI)6 NAO. (kN) See note 7 See Note 7 Reduction factor for pullout strength3 - Condition B = 0.65 PULLOUTSTRENGTH IN TENSION FOR SEISMIC APPLICATIONS8 Characteristic pullout strength, seismic(2,500P51)6.9 N (lb J) See note 7 See Note 7 Reduction factor for pullout strength seismic3 - Condition B = 0.65 PULLOUT STRENGTH IN TENSION FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK Characteristic pullout strength' uncracked concrete over steel deck6,10 LW lb (kN) 1,515 I (6.7) I 1.625 (7.2) Characteristic pullout strength, cracked concrete over steel deck6.10 Nftdecka. lb (kN) 1.075 I (4.8) I 1 300 (.8) Reduction factor for steel deck3 0 - Condition B = 0.65 The data in thistatle is intended to be used with the design pro4ionsdACl318ApendLxD;faranchomngcloadw additional 113.3 shat apply. kwhtionnnistcomplywth published hqftdm and details, All values of owere determined from the load cembiratimnofACl 3l8 Section 9.l lf the bad combinalionsofACI 318Appendbc Care used,the appropriate value of Ønnjst bedetaneined in accordancewkhACl 318 Section U.S. steel is classified as non-ductile in seismic tension calculations. Steel failure does not control in this condition. For afi design cases U5e'IêN = 1.0. Select appropriate effectiveriess factorfor cracked concrete (kr) or uncracked concrete (kth,c,). Foul design cases use 'I= I.D. For concrete compcesve strength greater than 2,500 psi, N= (Pulkeit strength value from tabi(spedfied concrete conesestrengtW2500)°-5. 1. Pullout strength will not control design of indicated anchors. Do not calculate pullout strength for indicated anchor size and embedment. B. Anchors are permitted to be used in structural sand-lightweight concrete provided that Nb and NO are multiplied by a factor of 0.60 (not required for steel deck). Reported values for characteristic pullout strength in tension for seismic applications are based on test results per ACI 355.2, Section 9.5. values for NA • are for structural sand-lightweight concrete (f', , 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 Section 0.5.2 is not required for anchors installed in the flute (soffit). For 2003 IBC, fula replaces f,,1; N,,,, replaces Ns; WN replaces ; and Neq replaces NA,Jj. The notation in brackets is for the 2009 IBC. g Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2owers Snake+ PRODUCT INFORMATION FASTENERS -PERFORMANCE DATA Shear Design Information (For use with load combinations taken from ACI 318 Section 9.2)1.2 Design Characteristic Notation Units Nominal Anchor Size 318 inch 1/2 inch Anchor category 1, 2 or 3 - 1 1 Nominal embedment depth h 1 in. (mm) 1-5/8 (41) 2-3/16 (55) STEEL STRENGTH IN SHEAR4 Minimum specified yield strength of steel insert element ksi (N/T12) ASTM A36 ksi (N/mm2) ASTM A193, Grade B7 105.0 (724) Minimum specified ultimate strength of steel insert element ksi (N/mm2) ASTM A36 ,58.0 400) ksi (N/mm2) ASTM Al 93, Grade B7 125.0 062) - Effective tensile stress area of steel insert element A. in2 (mm2) 0 Q75 _____ 0.1419 (50) Steel strength in shear 5 V 10 lb () ASTM A36 770 (3.4) 1995 (8.9) (lb J) ASTM Al 93, Grade B7 1655 ' (74) - Reduction factor for steel strength3 0 - 0.60 CONCRETE BREAKOUT STRENGTH IN SHEAR6 Effective embedment hef in. (mm) 1.10 (28) 1.54 (39) Load bearing length of anchor (h or 84,, whichever is less) ee 10 in. (mm) 1.10 (28) 1.54 (39) Critical edge distance - 3 (76) 4 (102) Reduction factor for concrete breaut3 - Condition B = 0.70 PRYOUT STRENGTH IN SHEAR6 Coefficient for pryout strength (1.0forhef <2.5in,2.0forh&~2.5in.) - 1.0 2.0 Reduction factor for pryout strength3 - Condition B = 0.70 STEEL STRENGTH IN SHEARFOR SEISMIC APPLICATIONS5 Steel strength in shear, seismic 10 lb (ll) ASTM A36 770 (3.4) 1995 ('8.9) ( lb J) ASTM Al 93, Grade B7 1,655 (74) - Reduction factor for steel strength3 - Condition B = 0.60 STEEL STRENGTH IN SHEAR FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK8 Steel strength in shear, concrete over steel deck8 deck lb (ll) ASTM A36 770 (34) 995 1 995 (al) ASTM Al 93, Grade B7 1 ('74) 655 - Reduction factor for el strength in shear concrete over stud d - Condition B = 0.60 The data in this table is intended to be used with the d*n prcivisions of ACI 318APPM& D; for anchors resisting seisrnic load combinations the additional requimmeritsol[ACI 318 D.3.3 Shall apply. installation must ccnrplywidi published Instructions and details All values of 0 were deterntined from the load combinations of uBC Section 1605.2.1, uBC Section 1612.2.1, or ACI 318 Section 9.2. If the load combinations of uac Section 19022 or ACI 318Appendix Care used, the appopiiate value of must bedetermined in accordance with AO 318 U.S. For reinforcement that meets ACI 318 Appendix D requirements for Condition see ACI 318 0.4.4 for the appropriate Q factor R is assumed that the threaded rod or bolt used with the Snake+ andxr will be a steel element as defined byAC1 318 D. 1. Tabulated values for steel strength in shear must be used for design. These tabulated values are low than cakulated results using eopation 0-20 mACI 318-08(ACI 318-05) and ACI 318 0.6.1.2. Anchors are permitted to be used in structural sand-lightweight concrete in accordance with Section 4.1.11 of this report Tabulated values for steel strength in shear are for seismic applications and based on test results in accordance with ACI 355.2 Section 9.6. Tabulated values for Vsa,deck are for structural sand-lightweight concrete (tcmin = 3,000 psi) and additional lightweight concrete reduction factors need not be applied. In addition, evaluation for the concrete breakout capacity in accordance with ACI 318 0.6.2 and the pryout capacity in accordance with ACI 318 D.6.3 are not required for anchors installed in the deck soffit (flute). Shear loads for anchors installed through steel deck into concrete may be applied in any direction. For 2003 IBC, ilura replaces Vsa replaces V5; ee replaces t and V replaces 1105eis The notation in parenthesis is for the 2009 IBC. www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 Powers. F AS TENERS PRODUCT INFORMATION Snake+TM DesignFactored 1. Tabular values are are provided for illustration and applicable for single anchors installed in normal-weight concrete with minimum slab thickness, ha = h,,,, and with the following conditions: . Cal is greater than or equal to the critical edge distance c (table values based on c = cc).11 c2 is greater than or equal to 15 cal. II 2 Calculations were performed according to ACI 318-05 Appendix D. The load level corresponding to the Cal controlling failure mode is listed (e.g. For tension steel concrete breakout and pullout For shear steel ca2 ha concrete breakout and piyout) Furthermore the capacities for concrete breakout strength in tension and pryout strength in shear are calculated using the effective embedment values h& for the selected anchors as noted in the design information tables. Please also reference the installation specifications for more information. Strength reduction factors () were based on ACI 318 Section 9.2 for load combinatiäns. Condition B is assumed. Tabular values are permitted for static loads only, seismic loading is not cosidered with these tables. For designs that include combined tension and shear, the interaction of tension and shear loads must be calculated in accordance with ACI 318 Appendix D. Interpolation is not permitted to be used with the tabular values. For intermediate base material compressive strengths pIeae see ACI 318 Appendix D. For other design conditions including seismic considerations please see ACI 318 Appendix D: Tension and Shear Factored Design Strength for Snake+ in Cracked Concrete - . . Minimum Concrete Compressive Strength, ft (psi) Nominal Anchor Nominal Embed. Steel Insert 2,500 . I 3,000 . i I 4,000 I 6,000 I 8,000 Size (in.) (in.) Element (Threaded N,4) V, ØN, 4) V,, ON, 4) V ON, 4)V cbt'! I 4) Rod orBolt) Tension Shear Tension Shear Tension Shear . Tension Shear Tension Shear (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) ASTM A36 635 .a .00 ii .4c H H --•-r: 1 140 .. ii 3/8 1 5/8 % go!. kerife 1/2 23/16 ASTMA36 .1'490- • 635 T 1 885k 2 310 . . '2 665* Tension and Shear Factored Design Strength for Snake+ in Uncracked Concrete - Minimum Concrete Compressive Strength, ft (psi) Nominal Anchor Nominal Embed. Steel Insert 2,500 3,000 4,000 6,000 8,000 Size en.) h"'m (in.) Element (Threaded ON, 4) V, ON, 4) V ON,, 4) V ON,. 4) V Shear ON. I 4) Shear RodorBolt) Tension Shear Tension Shear Tension Shear Tension Tension I (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) - ASTMA36 : '9O0 . H . . ' 3/8 1.5/8 900 —970 985 j51 060 14O I ii395 I I MW . s i ACThA AO- ." Grade B7 11 1/2 23/16 ASTMA36J V 2255 Legend Steel Strength Controls wttI Concrete Breakout Strength Controls Anchor Pullout/Pryout Strength Controls -. 9 Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.povvers.com 6 ?owers Snake+TM PRODUCT INFORMATION FASTENERS REDUNDANT FASTENING APPLICATIONS For an anchoring system designed with redundancy, the load maintained by an nä.ofãnchomge ponrsri1 anchor that experiences failure or excessive deflection can be transmitted to the fixture being attached shall be able to resist the forces acting on it assuming one of the fixing points is not carrying load. It is assumed that by adhering to the limits placed on n1, n2 and n3 below, redundancy will be satisfied. resistance of the anchoring system. In addition to the requirements for anchors, neighboring anchors without significant consequences to the fixture or remaining 1>-T-1S ni 113 n3 n3 it N n,atlearo1 anch& per anthofflge point Anchors qualified for redundant applications may be designed for use in normal weight and sand-lightweight cracked and uncracked concrete. Concrete linear element compressive strength of 2,500 psi shall be used for design. No increase in anchor capacity is permitted for concrete compressive strengths greater than 2,500 psi. The anchor installation is limited to concrete with a compressive strength of 8,500 psi or less. Redundant applications shall be limited to structures assigned to Seismic Design Categories A or B only. Redundant applications shall be limited to support of nonstructural elements. Strength Design (Redundant Fastening): . Allowable Stress Design (Redundant Fastening): For strength design, a redundant system is achieved by specifying and limiting the following variables Design values for use with allowable stress design shall be established taking Rd, Aso = Ora -Fra n, = the total number of anchorage points supporting the linear element - - nz — number of anchors per anchorage point or n3= factored load at each anchorage point, lbs., using load combinations from IBC Section 1605.2.1 or Where of is the conversion factor calculated as the weighted average of the load factors fro the ACi 318 Section 9.2 controlling load combination. The conversion factor, oils equal to 1A assuming all dead load. STRENGTH DESIGN (SD) Design values for use with strength design shall be established taking See redundant fastening design information table for Snake+ design resistance. n2= 4) www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 i'owers FASTENERS PRODUCT INFORMATION Snake+ Installation Table for Snake+ Screw Anchor in Redundant Fastening Applications Anchor Property I Setting Information Notation Units Nominal Anchor Size 1/4" 3/8" 1/2" Nominal drill bit diameter dbjt in. 3/8" ANSI 1/2" ANSI 3/4" ANSI Nominal embedment depth hnom in. (mm) 1-5/8 (41) 1-5/8 (41) 2-3/16 (55) Effective embedment - hef in. 1.10 (28) 1.10 (28) 1.54 (mm) (39) Minimum hole depth h 0 in. (mm) 2 (51) . 2 (51) 2-1/2 (64) Minimum concrete member thickness h in. (mm) 3 (76.2) 3mjn 3 (76.2) (76.2) Overall anchor length exxh in. 1.10 (28) 1.10 (28) 1.54 (mm) (39) Minimum edge distance redundant fastening' Cmin, Cac in. (mm) 4 (102) 4 (102) 4. (102) Mininum spacing distance, redundant fastening' 5m1n in. (mm) 8 (203) 8 (203) 8 (203) Maximum tightening torque Tmax ft-lb. (N-m) 4 (6) 14 (19) 36 (49) Maximum impact wrench power (torque) Tscrew ft.-lb. (N-m) 120 (163) 345 (468) 345 (468) 1. Tabulated minlnum spacing and edge distances are applicable only for redundant fastening applications. Redundant Fastening Design Information for Snake+ Anchors1'2'3 Design Characteristic Notation Units Nominal Anchor Size 1/4" I 3/8" 1/2" Anchor category 1, 2 or 3 - 1 1 1 * Nominal embedment depth h.1, in (mm) 1 5/8 I 1 (41) I 1 5/8 (41) 2 3/16 (55) CHARACTERISTIC STRENGTH (RESISTANCE) INSTALLED IN CONCRETE4'5 Resistance, cracked or uncracked concrete • (2,560psi) F lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points " 1 'i "i " 'i 2:4 2:3 550 (2.5) J 1 360 (1.6) 675 (3.0) 450 (2.0) 675 (3.0) 450 (2.0) Effective tensile stress area Ora - 0.65 CHARACTERISTIC STRENGTH (RESISTANCE) FOR STRUCTURAL SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK4 Resistance, cracked or uncracked concrete over steel deck (2,500 psi) Fra lb (kN) Number of anchorage points Number of anchorage points Number of anchorage points ~ 4 n7 ~ 3 n7 a 4 n1 ~ 3 3 550 (2.5) 360 (1.6) 675 (3.0) 450 (2.0) t(67 450 (2.0) Strength reduction factor3 - 0.65 The data in this table is intended to be used with the design provisions of this product; loads may be applied in any direction. Installation must comply with published instructions and details. All values of 0 were determined from the load combinations of UBC Section 1605.2.1, uac Section 1612.2.1, orACI 318 Section 9.2. It is assumed that the threaded rod or bolt used with the Snake+ anchor has minimum specified properties as listed in the table above or an equivalent steel element. Anchors are permitted to be used in structural sand-lightweight concrete, provided the resistance value is multiplied by 0.6. Powers USA: (800) 524-3244 or (914) 235-6300 Canada: (905) 673-7295 or (514) 631-4216 www.powers.com 2owers Snake+M PRODUCT INFORMATION FASTENERS Ultimate Tension Load Capacities for Snake+ in Normal-Weight Uncracked Concrete'2.3.4 Minimum Concrete Compressive Strength Anchor Diameter Minimum Embedment Depth = 2,500 psi = 3,000 psi = 6,000 psi in. in. (17.2 MPa) (20.7 MPa) (41.4 MPa) (mm) (mm) Tension Shear Tension Shear Tension Shear lbs. lbs. lbs. lbs. lbs. lbs. (kN) (kN) (kN) (kN) (kN) (kN) 1/4 (6.3) 1-5/8 (41) 2 130 '9.5) 1,045 (4.6) 2 335 (10.4) 1,045 (4.6) - - 3/8 1-5/8 2165 1 045 2,370 1,045 3,190 1,045 (9.5) (41) (4.6) (1 0.6) ' (4.6) (14.2) (4.6) 1/2 (12.7) 2-3/16 (55) 5,590 (4.9) 2050 ' ('9.1) 6125 (7.3) 2050 ('9.1) 7,425 (3.1) 2,050 (9.1) Tabulated load values are for anchors installed in concrete. Concrete compressive strength must be at the specified minimum at the time of installation. Ultimate load capacities must be reduced by a minimum safety factor of 4.0 or greater to determine allowable working load. The tabulated load values are applicable to single anchors in uncracked concrete installed at critical spacing distance between anchors and at critical edge distance. Ultimate shear capacity is controlled by steel strength of ASTM A36 element (or equivalent). ORDERING INFORMATION Carbon Steel Snake+ Screw Anchor Cat. No. Anchor Size Embedment Internal Depth Std. Box Std. Ctn.Thread 64005D 1/4" 1-5/8" 11/32" 100 1,000 64015D 3/8" 1-5/8" 23/32" 50 500 6403SD 1/2" 2-1/2" 1 15/16" 1 50 1 300 Setting Tool for Snake+ Screw Anchor Cat. No. Anchor Size Std. Ctn. 64025D 1/4" 1 64075D 3/8" 1 64045D 1 1/2" 1 1 0 2011 Powers Fasteners, Inc. All Rights Reserved. Snake+ is a registered trademark of Powers Fasteners, Inc. For the most current product information please vIsitwww.pDAwsoom. g 9 . www.powers.com Canada: (905) 673-7295 or (514) 631-4216 Powers USA: (800) 524-3244 or (914) 235-6300 tqC13 Fire Protection Products Worldwide I Contacts www.tyco-fire.com Series EC-11 and EC-14 Sprinklers, 112 K and 140 K Upright and Pendent Extended Coverage Light and Ordinary Hazard General Description TYCO Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are decorative glass-bulb sprinklers designed for use in light or ordinary hazard occu- pancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installa- tion rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 130 ft2 (12,1 m2) for standard coverage sprinklers used in ordinary hazard occupancies or 225 ft2 (20,6 m2) for standard coverage sprinklers used in light hazard occupancies. Series EC-11 and EC-14 Sprinklers feature a UL and C-UL Listing that permits their use with unobstructed or non-combustible obstructed ceiling construction as defined and permitted by NFPA 13, as well as a specific appli- cation listing for use under concrete tees. Series EC-11 and EC-14 Extended Coverage Sprinklers have been fire tested to compare their performance to that of standard coverage spray sprin- klers. These tests have shown that the protection provided is equal to or more effective than standard coverage spray sprinklers. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 Corrosion-resistant coatings, where applicable, help extend the life of copper alloy sprinklers beyond that which occurs when exposed to corrosive atmospheres. Although corro- sion-resistant coated sprinklers passed standard corrosion tests of the appli- cable approval agencies, this testing is not representative of all possible corrosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion-resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/ chemical velocity should be consid- ered, along with the corrosive nature of the chemical to which the sprinklers will be exposed. NOTICE Series EC-11 and EC-14 Extended Coverage Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating condition. Contact the installing contractor or product manufacturer with any questions. NOVEMBER 2014 Sprinkler Identification Numbers (SINs) TY5137 - Upright, 11.2K TY5237 - Pendent, 11.2K TY6137 - Upright, 14.0K TY6237 - Pendent, 14.0K TY5137 is a re-designation for C5137, G1894, and S2510. TY5237 is a re-designation for C5237, G1893, and S2511. TY6137 is a re-designation for C6137, G1896, and S2610. TY6237 is a re-designation for C6237, G1895, and S2611. TFP22O 2-7/16" (61,9 mm) UPRIGHT & PENDENT 1/2°(12,7mm) J NOMINAL MAKE-IN UPRIGHT 3/40 NPT** CROSS PENDENT SECTION Components: 1 1-Frame 2 - Button 3 - Sealing Assembly 2 4-Bulb 5 - Compression Screw 6 - Deflector 3 * Temperature rating is 4 indicated on Deflector. ** Pipe thread connections per 5 ISO 7-1 can be provided on special request. 6* WRENCH FLAT ESCUTCHEON PLATE SEATING SURFACE I/ 1-11/16" (42,7 mm: TFP22O Page I of 8 FIGURE 1 SERIES EC- 11 AND EC-14 EXTENDED COVERAGE SPRINKLERS 11.2 K-FACTOR UPRIGHT (TY5137) AND PENDENT (7Y5237) 14.0 K-FACTOR UPRIGHT ('TY6137) AND PENDENT (TY6237) ASSEMBLY Technical Data Approvals TYCO Series EC-11 and EC-14 Extended Coverage Upright, Pendent, and Recessed Pendent Sprinklers are UL and C-UL Listed. Refer to Table A for complete sprinkler approval infor- mation including corrosion-resistant status. The approvals apply to the service conditions indicated in the Design Criteria section. Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers are FM Approved. Refer to Table A for complete sprinkler approval information including corrosion-resis- tant status. The approvals apply to the service conditions indicated in the Design Criteria section. The Style 60 Two-Piece Flush Escutcheon (Figure 4) is UL Listed and FM Approved for use with the Series EC-11 and EC-14 Pendent Sprinklers. Maximum Working Pressure 175 psi (12,1 'bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 11.2 gpm/psil/2 (161,3 Ipm/barl'2) K = 14.0 gpm/ps1112 (201,6 Ipm/bar1l2) Temperature Ratings Refer to Table A. Finish Sprinkler: Refer to Table A. Recessed or Flush Escutcheon: White-Coated, Chrome-Plated, and Brass-Plated Physical Characteristics Frame .......................Bronze Button ........................ Bronze Sealing Assembly.......Beryllium Nickel w/TEFLON Bulb ...................Glass (3 mm) Compression Screw............Bronze Deflector......................Brass Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, which then allows the sprinkler to activate and flow water. Design Criteria TYCO Series EC-11 and EC-14 Extended Coverage Sprinklers must only be installed in accordance with the applicable UL and C-UL Listing or .FM Approval requirements as indicated below. Only Style 30 or 40 Recessed Escutcheons are to be used for recessed installation, as applicable. Refer to Tables A, B, and C. TFP22O Page 3 of 8 Hazard Type Temperature Bulb Liquid Sprinkler Finish (See Note 5) Natural Brass i Chrome Plated I Polyester* Lead Coated Light Upright K=11.2 (TY5137) Pendent 135°F (57°C) Orange 1,2,3",4 155°F (68°C) Red 175°F (79°C) Yellow Table B describes K11.2 (TY5237) K=14.0 (TY6237) 1, 2, 4 1,2,4 200°F (93°C) Green 286-F (141-C) UL and C-UL Blue Recessed Pendent K=11.2 (TY5237) K=14.0 (TY6237) With Style 30 Escutcheon 135°F (57°C) Orange 1,2,3,4 1, 2, 4 N/A Sensitivity Rating Table C describes FM Sensitivity Rating 155°F (68°c) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue Ordinary Table B describes UL and CUL Sensitivity Rating Table C describes FM Sensitivity Rating Upright K=11.2 (TY5137) K=14.0 (TY6137) Pendent K=11.2 (TY5237) K=14.0 (1Y6237) 135°F (57°C) Orange 1, 2, 3, 4 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 1,2, 4 200°F (93°C) Green 286°F (141°C) Blue Recessed Pendent K11.2 (TY5237) K=14.0 (TY6237) With Style 30 or 46 135°F (57°C) Orange 1, 2, 4 N/A 155°F (68°C) Red 175°F (79°C) Yellow Escutcheon 200°F (93°C) Green Notes (5). Where Polyester Coated or Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Cor- Listed by Underwriters Laboratories, Inc. (UL) rosion Resistant Sprinklers Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) Frame and Deflector only. Approved by Factory Mutual Research Corporation (FM) Pendent Only Approved by the City of New York under MEA 17703-E N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS Light Hazard Ordinary Hazard Area Style 135°F 155°F 175°F 200°F 286°F 135°F 155°F 175°F 200°F 286°F (57°C) (68°C) (79°C) (93°C) (141°C) (57°C) (68°C) (79°C) (93°C) (141°C) Upright or Pendent - - - - - OR OR OR OR OR 14 x 14 Style 30 Recessed - . - - - - OR OR OR OR OR Style 40 Recessed - - - - - OR OR OR OR OR Upright or Pendent 0R OR* OR QR* OR* SR SR SR SR SR 16x16 Style 30 Recessed OR OR* QR OR* OR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR Upright or Pendent 0R OR* OR OR* QR SR SR SR SR SR 18 x 18 Style 30 Recessed OR* OR* OR OR* QR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A S N/A N/A SR SR SR SR SR Upright or Pendent OR* OR* OR* SR* SR* SR SR SR SR SR 20 x 20 Style 30 Recessed OR* OR OR* SR SR* SR SR SR SR SR Style 40 Recessed N/A N/A N/A N/A N/A SR SR SR SR SR OR: Quick Response SR: Standard Response N/A: Not Applicable Does not apply to Upright K=14.0 TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-1 I OR EC-14 SPRINKLERS (Refer to Table D for Permitted K-Factor/Area Combinations) TFP22O *Page 4of 8 HC-1 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, Noncombustible Obstructed, or 11.2 EC Pendent or Combustible Unobstructed 14.0 EC Upright Noncombustible Unobstructed, 112 EC . Pendent 10 20 100 400 Up to 30 Noncombustible Obstructed, or 14.0 EC Recessed Combustible Unobstructed Style 30 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC EC Quick 14.0 Pendent or Upright 10 20 100 400 Up to 30 Combustible obstructed 11.2 EC 14.0 EC Pendent Recessed Style 30 10 20 100 400 Over 30 and up to 45 Noncombustible Unobstructed 11.2 EC 14.0 EC Upright HC-2 Linear Spacing Area Spacing Ceiling Height Ceiling Type K-factor Style Response Min Max Min Max 10 20 100 400 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright Combustible Unobstructed 10 16 100 256up Over 30 a to 4 I __________ 11.2 EC 14.0 EC Upright HC-3 Linear Spacing Area Spacing Ceiling Height CeilingType K-Factor Style Response Mm Max Mm Max 10 16 100 256 Up to 30 Noncombustible Unobstructed, 11.2 EC Upright Quick 10 20 100 400 Up to 30 14.0 EC Pendent or Upright ____ Combustible Unobstructed 10 16 100 256 Over 30 up to 45 __________ 11.2 EC, 14.0 EC __________ Upright NOTE The design for K 11.2 EC (K 160 EC) sprinklers should not include fewer than six sprinklers or have a design pressure of less than 12 psi (0,8 bar); similarly the design for K 14.0 EC (K 200 EC)sprinklers should not include fewer than four sprinklers or have a design pressure of less than 18 psi (1,2 bar). For flow criteria, refer to FM Loss Prevention Data Sheet 3-26. TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC- 11 OR EC-14 SPRINKLERS (Note: Refer to FM Loss Prevention Data Sheet 2-0 for permitted K-factor/area combinations) UL and C-UL • Unobstructed, combustible or Listing Requirements noncombustible, ceiling construc- Series EC-11 and EC-14 Sprinklers tion with a deflector to ceiling/roof may be used for the coverage areas deck distance of 1 to 12 inches shown in Table D, based on main- (25 to 300 mm). taming the minimum specified flow • Obstructed, non-combustible, rate as a function of coverage area ceiling construction with a and hazard group for all sprinklers deflector location below struc- in the design area. tural members of 1 to 6 inches Series EC-11 and EC-14 Sprinklers (25 to 150 mm) and a maximum are permitted to be used with deflector to ceiling/roof deck unobstructed or non-combustible distance of 22 inches (550 mm). obstructed ceiling construction as 3. Series EC-11 and EC-14 Sprinklers, defined and permitted by NFPA 13; specifically tested and listed for for example: non-combustible obstructed construction, are permitted to be used within trusses or bar joists having non-combustible web members greater than 1 inch (25.4 mm) when applying the 4 times obstruction criteria rule defined under "Obstructions to Sprinkler Discharge Pattern Development". 4. To prevent cold soldering, the minimum allowable spacing between Series EC-11 and EC-14 Sprinklers, is 8 feet (2,4 m) for upright sprinklers and 9 feet (2,7 m) for pendent sprinklers. TFP22O Page 5 of 8 Description Area Light Hazard 0.10 gpm/ft2 Group I Ordinary Hazard 0.15 gem/ft2 Group II Ordinary Hazard 0.20 gpm/ft2 gpm psi gpm psi gpm psi 14x14 30 7.2 30 7.2 39 12.1 16x16 30 7.2 39 12.1 51 20.7 TY5137 (K=11.2) Upright 18x18 33 8.7 49 19.1 65 33.7 20x20 40 12.8 60 28.7 80 51.0 14x14 30 7.2 30 7.2 39 12.1 16x16 30 7.2 39 12.1 51 20.7 TY5237 (K=11.2) Pendent 18 x 18 33 8.7 49 19.1 65 33.7 20 x 20 40 12.8 60 28.7 80 51.0 14 x 14 N/A N/A 39 7.8 51 13.3 16x16 N/A TY6137 N/A 39 7.8 51 13.3 (K=14.0) Upright 18x18 N/A N/A 49 12.3 65 21.6 20 x 20 N/A N/A 60 18.4 80 32.7 14 x 14 37 7.0 39 7.8 51 13.3 16x16 37 7.0 39 7.8 51 13.3 TY6237 (K=14.0) Pendent 18x18 37 7.0 49 12.3 65 21.6 20x20 40 8.2 60 18.4 80 32.7 1 ft. = 0.3048 m 1 psi = 0.06895 bar 1 ft.2 =0.093 m2 1 gpm = 3.785 1pm 1 gpm/ft2 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-11 AND EC-14 SPRINKLERS Series EC-11 and EC-14 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for extended coverage upright and pendent sprinklers; For example, obstructions to sprinkler discharge, obstructions to sprinkler pattern development, obstructions to prevent sprinkler discharge from reaching hazard and clearance to storage. UL and C-UL Specific Application Listing Requirements for Installation under Concrete Tees Series EC-11 and EC-14 Extended Coverage Upright and Pendent Sprinklers (TY5137, TY5237, TY6137 and TY6237) have a UL and C-UL Specific Application Listing for use under concrete tees when installed as follows: 1. Stems of the concrete tee construc- tion must spaced at less than 7.5 feet (2,3 m) on center but more than 3 feet (0,9 m) on center. The depth of the concrete tees must not exceed 30 inches (762 mm). The maximum permitted concrete tee length is 32 feet (9,8 m). However, where the concrete tee length exceeds 32 feet (9,8 m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the space between the tees does not exceed 32 feet (9,8 m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25,4 mm) below the bottom of the concrete tee stems. When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25,4 mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA 13 for extended coverage upright and pendent sprinklers applies. FM Approval Requirements Series EC-11 and EC-14 Extended Coverage Sprinklers are to be installed in accordance with the applicable Factory Mutual Loss Prevention Data Sheet for limited use in buildings of specific roof construction and for the protection of certain specific ordinary hazard (non-storage and/or non-flam- mable or combustible liquid) occu- pancies. Information provided in the FM Loss Prevention Data Sheets relates to, but not limited to, hydraulic design, ceiling slope, and obstructions, minimum and maximum allowable spacing, and deflector-to-ceiling distance. These criteria may differ from UL and/or NFPA criteria. Therefore, the designer should review and become familiar with Factory Mutual requirements before proceeding with design. TFP22O Page 0 of 2-7/8" DIA. 1/2±1/8' (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4' DIA. 1/4" (6,4 mm). FACE OF (57,2 mm) '1 1/8" SPRINKLER FITTING I (3,2 mm) \ mm MOUNTING MOUNTING 1' SURFACE / PLATE CLOSURE 8"34,9 1-1/8" (28,6 mm) FIGURE 2 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 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) I FACE OF (57,2 mm) I SPRINKLER 1/8" FITTING (3,2 mm) I 11 Psi; MAI 1 MOUNTING / MOUNTING SURFACE . PLATE CLOSURE 1-3/8" (34,9 mm 7/8" (22,2 mm) FIGURE 3 SERIES EC-11 AND EC-14 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) I 2-1/4" DIA. INTERNAL _.4 I DIMENSIONS OF (57,2 mm) I I STYLE 60 ESCUTCHEON I I ACCOMMODATE I I CLASS 150 MALLEABLE FACE OF IRON REDUCING SPRINKLER FITTING: I SPRINKLER FITTING 3/8" (9,5 mm) ABOVE TO 1/8" (3,2 mm) BELOW MOUNTING MOUNTING SURFACE 1/8" SURFACE (3,2 mm) I ESCUTCHEON PLATE SEATING SURFACE: 1/4" (6,4 mm) ABOVE CLOSURE TO 1/2" (12,7 mm) BELOW MOUNTING SURFACE; MOUNTING 1-13/16" (46,0 mm) 3/4" (19,1 mm) TOTAL PLATE ADJUSTMENT FIGURE 4 SERIES EC- 11 AND EC-14 PENDENT SPRINKLER ASSEMBLY WITH 314 INCH TOTAL ADJUSTMENT STYLE 60 TWO-PIECE FLUSH ESCUTCHEON a minimum-to-maximum torque of 10 to 20 ft.-lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutcheon Plate by under or over- tightening the Sprinkler. Re-adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler with the deflector parallel to the mounting surface. Install pendent sprinklers in the pendent position; install upright sprin- klers in the upright position. Step 2. After installing the Style 30, 40, or 60 mounting plate (or other Installation Series EC-11 and EC-14 Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) to 3/32 inch .(2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 3/4 inch NPT sprinkler joint should be obtained by applying "FITTING SIDE" TOWARDS SPRINKLER FITTING 4sf\ WRENCH RECESS / (END "A") FIGURE 5 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS 400 - 0,- 1 I WRENCH HEX FIGURE 6 W- TYPE 22 RECESSED SPRINKLER WRENCH applicable escutcheon) over the sprinkler pipe threads and with pipe- thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step 3. For upright or pendent sprin- klers wrench-tighten using only the TFP22O Page 7 of 8 P/N 51 - XXX - X -XXX F SIN ' RINKLER SP !__ TEMPERATURE FINISH* RATING 893 11.2K PENDENT TY5237 1 NATURAL BRASS 135 135-F (57-C) 894 11.2K UPRIGHT TY5137 SIGNAL WHITE (RAL9003) 155 155-F (68-C) POLYESTER 895 14.0K PENDENT TY6237 JET BLACK (RAL9005) 175 175°F(79°C) POLYESTER 896 14.0K UPRIGHT TY6137 7 LEAD COATED 200 200°F (93°C) * Escutcheon ordered separately 9 CHROME-PLATED 286 286°F (141°C) 000 OPEN ** OPEN indicates sprinkler assembly without glass bulb, button, and sealing assembly. TABLE SERIES EC- 11 AND EC-14 UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION W-Type 3 (End A) Sprinkler Wrench. For the pendent sprinkler installed with Style 30, 40, or 60 Escutcheon, wrench-tighten the sprinkler using only the W-Type 22 Sprinkler Wrench. Apply the wrench recess of the appli- cable sprinkler wrench (Figure 5 and 6) to the sprinkler wrench flats (Figure 1). Care and Maintenance TYCO Series EC-11 and EC-14 Sprinklers must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprinklers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) Frequent visual inspections are recom- mended to be initially performed for corrosion resistant coated sprin- klers, after the installation has been completed, to verify the integrity of the corrosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of inspecting from the floor level, a random sampling of close-up visual inspections should be made, so as to better determine the exact sprinkler condition and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards recognized by the Approval agency (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing contractor or product manufacturer with any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series EC-il or EC-14 (specify) Sprinkler, SIN (specify), (specify) K-factor, Pendent or Upright (specify) Extended Coverage, (specify) temper- ature rating, (specify) finish, P/N (from to Table E) Recessed Escutcheon, Two-Piece Specify: Style (30 or 40) Two-Piece Recessed Escutcheon with (specify) finish, P/N (specify*) Flush Escutcheon, Two-Piece Specify: Style 60 Two-Piece Flush Escutcheon with (specify) finish, P/N (specify*) *Refer to Technical Data Sheet TFP778 Sprinkler Wrenches Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 22 Recessed Sprinkler Wrench, P/N 56-665-7-001 TFP22O Page8 018 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telphone +1-215-362-0700 Copyright© 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products