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HomeMy WebLinkAbout6133 INNOVATION WAY; ; FPC2017-0123; PermitPERMIT REPORT ((7city of Carlsbad Print Date: 10/28/2021 Permit No: FPC2017-0123 Job Address: 6133 INNOVATION WAY, CARLSBAD, CA 92009-1728 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2132612400 Track U: Applied: 05/11/2017 Valuation: $218,969.08 Lot U: Issued: 06/12/2017 Occupancy Group: Project U: Finaled Close Out: 08/12/2021 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: Description: HOUSE OF AIR -SPRINKLER TI 7-100 HEADS (76) FPContractor: SYMONS FIRE PROTECTION INC 12155 PAINE PL P0 WAY, CA 92064-7154 (619) 588-6364 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $668.00 Total Payments To Date: $668.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov IHydrau1ic Overview Job Number: 17-0085 Pa or! Daendnftnn- I inhf Ar ('I,- 11\ Job Job Number DO* Engineer 17-0085 Francisco Ibarra Job Name: House of Air TI Phone (619) 588-6364 FAX (619) 588-6805 Md,000 I State CorbflootoMJconoo Nur,rbo, 6133 Innovation Way C16 682025 Address Carlsbad, CA AAJ Carlsbad Fire Department Add.. 3 Job Slt&BuUthng 6133 Innovation Way System 000rooy Woo otApp11000on 0.loogpm/ft2 1500.00ft° (Actual 922.67ft2) Most 0errrondlng Spdnldor 0010 11000 St,00rro 5.6 K-Factor 14.82 at 7.000 100.00 C000rogo For sploAdor Number 0tSp,rnboro C000dolod 130.00ft° 12 Syobon Pr0000ro Doorood Syotor. Fin Dorrord 64.299 203.46 Total oorrrond 303.46 @64.299 Pr0000ro Result +9.579(13 . 0%) Supplies Check Point Gauges Node Name Flow(pDml Hose Flow(pm) Static(Dsi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(pDm) 1 Water Supply 2000.00 100.00 74.000 70.000 BOR 47.511 29.52 203.46 House of Air TI cad Water Supply at Node 1 (2000.00, 100.00, 74.000, 70.000) 100 - Static Pressure 74.000 70- 000.00 @ 70 000 60- 303.46 with hose streams (I, 50- to 40EL . -L System demand curve r -- 30- 20- 10- = 0- 4000 600 2400 3200 pq 2061 2000 2800 3600 Water fl0Wr gpm , © M.E.P.CAD, Inc. g1l AutoSPRINK® 12 020.61.0 7/24/2017 11:25:18AM Page 1 §1 IHydrau1ic Summary Job Number: 17-0085 Rnnrt flponirintinn I irnht H2I7Grr4- Rarliirwd Arrow r.nin 11 Job Job Number Doolgn Engineer 17-0085 Francisco Ibarra Job Now.: State CenificafionUmnes, Number House of Air TI C16 682025 Addr000l onIJ 6133 Innovation Way Carlsbad Fire Department Addr000 2 Job Sft.IBDdln Carlsbad, CA 6133 Innovation Way Mdr000 3 Drowlng No,r. House of Air Tl.cad System Remote Area(s) Most Dwrrondlng Spdrldor Dots Occupancy Job 5050 5.6 K-Factor 14.82 at 7.000 Light Hazard- Reduced Area Caic Hose 0llowunoobt Source 1 D.nolty, Area Of dpp000tlu.r 100.00 0.100gpm/ft2 1500.00ft2 (Actual 922.67ft2) Additional H000 Supplies Number Of Sprirddron Cwlwrlutod Covo.og, Per Sprboder Node Flow(pDm) 12 130.00ft2 AutoPook Roou P000mono For Remote Area(s) Adjacent To Most Remote Moo Total How, 55.0mb 100.00 Sy.tenr Flow 000tond Intel Water Required (Induding Ho,oMlowonoo) 203.46 303.46 Mwohrurr Pressure Unbolonno In Loops 0.000 Muobeom V.IodtyAbou. Ground 18.77 between nodes 511 and 442 Mootnnonn Vwlootty UnderGround 2.06 between nodes 4 and 39 Adorne nopuotty of Wet Pipes Volume capacity of Dry Pipes 2118.21gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 74.000 70.000 I 2000.00 73.878 303.46 64.299 9.579 Contractor Cwntrowo, Number Content borne Contoot Ifto 55 Gustavo Ortega PM None of Coobootoon Nu Build Ph.. (619) 995-6882 Eotonolo.r Mdr..o I FAX Add,0002 E.nroil Mdreoo 3 Wob.Slto © M.E.P.CAD, Inc. lil AutoSPRINK® 12 v12.0.61.0 7/24/2017 11:25:20AM Page 2 1111Hydraulic Graph Job Number: 17-0085 D.,.....4 fl.......4...u._._. I .1.., U-....J fl.4.......J u___ n..... Water Supply at Node I go- 80- Static Pressure 74.000 70- 000.00@70.000_________ 203.46 @ 64.299 30146 with hose streams - 60 CL In 50- 40- S stem demand curve 30- 20 10- 111111111 111111111 11111111 11111111 liii liii _______ _________ 800 1200 1600 2000 2400 2800 3200 3600 4000 0400 Water flow, gpm &Gtoph Water Supply at Node 1 Staflo Pressure 74.000 Residual: Pressure Tent Cendusred By Test Wthreseed By 70.000 © 2000.00 Carlsbad Fire Department Jenifer Mael Auelobte Pressure otrene of TeSt Data of Tent Tone of Tent 73.878 © 303.46 4.202017 Peak SyererrOenrend Hydrant Nuntburs Leu0500 64.299 @203.46 H20918 6133 Inovation way Syeten Dernend (tnOuding Hose yJiowanos at So-) I4ydrent El—Son 64.299 © 303.46 379 @ M.E.P.CAD, Inc. L111 AutoSPRINK® 12 02.0.61.0 7/24/2017 11:25:22AM Page 3 ~jjjjHydrauflc Graph BOR too— go--- 80— Static Pressure 74.000 70- -.... 000.0070.000_________ - 60--- Z a- G) 50 EL 203.46 @ 47.511 303.46 with hose streams 40— 30— - ____ _____ S stem demand curve 20- o_- ii iii ii liii 111111 II ii I I I I I I I I 0400 800 1200 1600 2000 2400 2800 3200 3600 4000 Water flow, gpm Rydreulk Graph BOR Stalk: Pressure N/A Residual: Pressure N/A kveieble Pressure eITirne of reel N/A StetrerOenrend 47.511 @ 203.46 Sy- Dveaed (Irduding Hose Odlewera el Source) 47.511 @ N/A , © M.E.P.CAD, Inc. 111 AutoSPRINK® 12 v12.0.61.0 7/24/2017 11:25:22AM Page 4 Job Number: 17-0085 I ..k4 U.-,.,.,1 0 A A A.. ~jjl lNode Analysis Job Number: 17-0085 Rennrt flAsenntinn: Lkiht H7lrd- Rdtird Arpa (Ir. 11 Node Elevation(Foot) Fittings Pressure(psfl Discharge(gpm) 1 -5-0 S, T(44-8) 64.299 203.46 1120 2-9 Spr(-7.739) 7.739 15.58 1122 2'-9 Spr(-7.178) 7.178 15.00 1123 2-9 Spr(-8.300) 8.300 16.13 1124 2-9 Spr(-8.686) 8.686 16.50 1125 2-9 Spr(-9.299) 9.299 17.08 1129 2-9 Spr(-7.000) 7.000 14.82 1130 2-9 Spr(-9.109) 9.109 16.90 1131 2-9 Spr(-9.359) 9.359 17.13 1132 2-9 Spr(-9.359) 9.359 17.13 1133 2-9 Spr(-9.109) 9.109 16.90 1135 2-9 Spr(-12.732) 12.732 19.98 1136 2-9 Spr(-13.131) 13.131 20.29 2 -5-0 LtE(16'-7) 50.244 3 -5-0 LtE(22-01/.) 64.269 4 -5-0 50.154 5 34-0 LtE(114) 33.156 8 34-0 P0(16-5%) 33.083 9 34-0 T(37-8%) 33.123 10 35-0 P0(16-5%) 32.654 11 35-0 P0(16-5%) 32.689 12 34-0 P0(16-5%) 33.121 13 34-0 P0(16-5%) 33.073 14 35-0 P0(16-51/2) 32.644 15 35-0 P0(16-5%) 32.690 16 34-0 P0(16-51/2) 33.121 17 34-0 P0(16-51/2) 33.063 18 35-0 P0(16-5%) 32.634 19 35-0 P0(16-51/.) 32.689 20 34-0 P0(16-51/2) 33.120 21 34-0 P0(16-51/2) 33.053 22 35-0 P0(16-51/2) 31.390 23 35-0 P0(16-51/2) 32.689 24 34-0 P0(16-5%) 33.120 25 34-0 P0(16-51%) 33.053 26 35-0 P0(16-51/2) 32.625 27 35-0 P0(16-51/2) 32.689 28 34-0 P0(16-51/2) 33.120 29 34-0 P0(16-5%) 33.053 30 35-0 P0(16-51/2) 32.625 31 34-0 P0(16-51/2) 33.053 32 35-0 P0(16-51/2) 32.625 33 34-0 P0(16-5%) 33.053 34 35-0 P0(16-51/2) 32.625 35 34-0 P0(16-51/2) 33.053 36 35-0 P0(16-51/2) 32.625 37 34-0 P0(16-51/2) 33.053 38 35-0 P0(16-51/2) 32.625 39 1-0 BOR 47.511 40 34-0 P0(16-51/2) 33.053 41 35-0 P0(16-51/2) 32.625 46 34-0 P0(16-51/2) 33.053 47 35-0 P0(16-51/2) 32.625 48 34-0 P0(16-51/2) 33.053 49 35-0 P0(16-51/2) 32.625 50 34-0 P0(16-5%) 33.053 51 35-0 P0(16-5%) 32.625 52 34-0 P0(16-5%) 33.053 53 35-0 P0(16-5%) 32.625 54 34'-0 P0(16-5%) 33.053 55 35'-0 P0(16-5%) 1 32.625 1 56 34'-0 P0(16-5%) 1 33.053 1 f, © M.E.P.CAD, Inc. hil AutoSPRINK® 12 02.0.61.0 7/24/2017 11:25:24AM Page 5 ~jjl INode Analysis I Job Number: 17-0085 Rrinrt flpnntinn I iaht I-I,'rd ,d Amn ('ol,- I11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 57 35-0 P0(16-5%) 32.625 58 34-0 P0(16-5%) 33.068 59 35-0 P0(16-5%) 32.641 60 35-0 P0(16-5%) 32.647 61 34'-0 P0(16-5%) 33.071 62 34-0 P0(16-5%) 33.063 63 35-0 P0(16-5%) 32.636 64 35-0 P0(16-5%) 32.648 65 34-0 P0(16-5%) 33.073 66 34-0 PO(16'-5%) 33.058 67 35-0 P0(16-5%) 32.631 68 35-0 P0(16-5%) 32.650 69 34'-0 P0(16-51/2) 33.075 70 34-0 P0(16-5%) 33.053 71 35-0 P0(16-5%) 32.529 72 35-0 P0(16-5%) 32.651 73 34-0 P0(16-5%) 33.076 74 34-0 P0(16-5%) 33.053 75 35-0 P0(16-5%) 32.625 76 35-0 P0(16-5%) 32.651 77 34'-0 P0(16-51/2) 33.076 331 2-9 E(3-3%), T(6-7%) 7.907 381 2-9 C(10-11) 9.579 440 2-9 C(6'-71/,) 10.365 442 2-9 C(10-11) 13.418 455 2-9 T(6-71/2) 13.196 511 2-9 1 T(16-5%), LtE(5-6) 37.905T- & © M.E.P.CAD, Inc. 11 AutoSPRINK® 12 v12.0.61.0 7/24/2017 11:25:24AM Page 6 1111 Hydraulic Analysis I Job Number: 17-0085 Report Description: Light Hazard- Reduced Area Calc_(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ..... BL 1.4080 14.82 3.05 120 0.017816 10-0 Pf 0.178 1129 1122 2-9 2-9 14.82 5.6 7.000 7.178 Sprinkler 10-0 Pc Pv BL 1.4080 29.82 6.14 120 0.064982 1-31/2 Pt 0.729 1122 331 2-9 2-9 15.00 5.6 7.178 7.907 Sprinkler, E(3'-3%), T(6'-71/2) 9-11 11-2% Pe Pv BL 2.1040 45.40 4.19 120 0.019996 8'-9 Pt 0.393 331 1123 2-9 2-9 15.58 7.907 8.300 Flow (q) from Route 2 2E(5'-5%) 10,-I1 19-8 Pe Pv BL 2.1040 61.53 5.68 120 0.035096 11-0 Pt 0.386 1123 1124 2-9 2-9 16.13 5.6 8.300 8.686 Sprinkler 111-0 Pe Pv BL 2.1040 78.04 7.20 120 0.054472 5-6 Pt 0.893 1124 381 2-9 2-9 16.50 5.6 8.686 9.579 Sprinkler, C(10-11) 10-I1 16-5 Pe Pv BL 2.1040 95.11 8.78 120 0.078553 10-0 Pt 0.786 381 440 2-9 2-9 17.08 9.579 10.365 Flow (q) from Route 5 10-0 Pe Pv BL 2.1040 163.18 15.06 120 0.213235 3-5 Pt 3.053 440 442 2-9 2-9 34.03 + 34.03 10.365 13.418 Flow (q) from Route 3 and 4 C(10'-11) 10-11 14-4 Pc Pv BL 2.1040 203.46 18.77 120 0.320692 45-10 Pt 24.487 442 511 2'-9 2-9 40.27 13.418 37.905 Flow (q) from Route 6 3E(5'-5%), T(10'-11), LtE(5'-6) 30-61/2 76-4% Pe Pv BL 2.6350 203.46 11.97 120 0.107181 44-101/2 Pt 7.460 511 22 2'-9 35-0 37.905 31.390 E(8'-3), Z, P0(16-51/.) 24-8% 69-71/2 Pe Pv -13.976 RN 2.6350 162.52 9.56 120 0.070738 1-0 Pt 1.235 22 21 35-0 34-0 31.390 33.053 PO(16'-5%) 16-5% 17-5% Pe Pv 0.428 FM 6.3570 162.28 1.64 120 0.000968 10-0 Pf 0.010 21 17 34'-0 34-0 33.053 33.063 10-0 Pe Pv FM 6.3570 164.13 1.66 120 0.000988 10-0 N 0.010 17 13 34'-0 34'-0 1.84 33.063 33.073 Flow (q)from Route 15 10-0 Pe Pv FM 6.3570 166.91 1.69 120 0.001020 10-0 N 0.010 13 8 34-0 34-0 2.79 33.073 33.083 Flow (q) from Route 14 10-0 Pe Pv FM 6.3570 170.55 1.72 120 0.001061 0-7 Pt 0.041 8 9 34'-0 34'-0 3.64 33.083 33.123 Flow (q) from Route 13 T(37'-81/.) 37-8% 38-3% Pc Pv FM 6.3570 203.46 2.06 120 0.001471 11-0 Pt 0.033 9 5 34'-0 34'-O 32.90 33.123 33.156 Flow (q) from Route 8 LtE(11'-4) 11-4 22-4 Pc Pv FR 6.3570 203.46 2.06 120 0.001471 33-0 Pt 0.049 5 39 34-0 1-0 33.156 47.511 f(-0.000), BOR 33-0 Pc Pv 14.306 UG 6.3570 203.46 2.06 150 0.000973 26-0 N 0.042 39 4 1-0 -5-0 47.511 50.154 LtE(17'-I) 17-1 43-1 Pc Pv 2.601 UG 7.7100 203.46 1.40 150 0.000380 1501-0 Pt 0.090 4 2 -5-0 -5-0 50.154 50.244 3E(22-I11/2), LtE(16-7) 85'-6 235'-6 Pc Pv UG 8.3900 203.46 1.18 140 0.000286 20-51/2 Pt 14.025 2 3 -5-0 -5-0 50.244 64.269 3LtE(22'-01/2), f(-14.000) 66'-2 86-71/2 Pc Pv UG 7.7100 203.46 1.40 150 0.000380 30-0 Pt 0.030 3 1 -5-0 -5-0 64.269 64.299 GV(5'-11/2), S, T(44'-8) 49-91/2 79-9% IPv Pc 100.00 Hose Allowance At Source 1 303.46 =. ..... Route 2 ..... BL 1.4080 15.58 3.21 120 0.019550 8'-7 Pf 0.168 1120 331 2'-9 2'-9 15.58 5.6 7.739 7.907 Sprinkler 8'-7 Pc Pv =. ..... Route 3 ..... BL 1.4080 16.90 3.48 120 0.022732 11-0 Pt 0.250 1133 1132 2-9 2'-9 16.90 5.6 9.109 9.359 Sprinkler 11-0 Pc Pv , © M.E.P.CAD, Inc. 1J AutoSPRINK® 12 02.0.61.0 7/24/2017 11:25:25AM Page 7 IHYdrau1 ic Analysis Job Number: 17-0085 Report Description: Light Hazard- Reduced Area Calc (1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.4080 34.03 7.01 120 0.082985 5'-6 N 1.005 1132 440 2-9 2'-9 17.13 5.6 9.359 10.365 Sprinkler, C(6'-71A) 6-7% 12'-l% Pc Pv Route 4 ..... BL 1.4080 16.90 3.48 120 0.022732 11-0 Pt 0.250 1130 1131 2-9 2-9 16.90 5.6 9.109 9.359 Sprinkler 11-0 Pe Pv BL 1.4080 34.03 7.01 120 0.082985 5-6 N 1.005 1131 440 2-9 2'-9 17.13 5.6 9.359 10.365 Sprinkler, C(6-71/.) 6-7% 12-1% Pc Pv =. ..... Route 5 ..... BL 1.4080 17.08 3.52 120 0.023168 5-6 N 0.281 1125 381 2'-9 2'-9 17.08 5.6 9.299 9.579 Sprinkler, C(6-71/.) 6-71/2 12-1% Pc ~Pv Route ..... BL 1.4080 19.98 4.12 120 0.030984 8-41/2 Pt 0.464 1135 455 2-9 2'-9 19.98 5.6 12.732 13.196 Sprinkler, T(6'-7%) 6-7% 15-0 Pc Pv BL 2.1040 40.27 3.72 120 0.016022 2-11 Pt 0.222 455 442 2-9 2'-9 20.29 13.196 13.418 Flow (q) from Route 7 C(10'.11) 10-11 13-10 Pc Pv Route 7 ..... BL 2.1040 20.29 1.87 120 0.004508 3-7 1 N 0.065 1136 455 2'-9 2-9 20.29 5.6 13.131 13.196 Sprinkler, T(10'-11) 10-I1 14-6 Pc Pv Route 8 ..... FM 4.2600 6.53 0.15 120 0.000018 10-0 N 0.000 73 77 34-0 34-0 33.076 33.076 10,-0 Pc Pv RN 2.6350 6.53 0.38 120 0.000185 1-0 Pt 0.003 77 76 34-0 35-0 33.076 32.651 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 6.53 0.38 120 0.000185 173-51/2 N 0.038 76 27 35-0 35-0 32.651 32.689 P0(16-5%) P0(16-5%) 32'111/. 206-5 Pc Pv RN 2.6350 6.53 0.38 120 0.000185 1,-0 N 0.003 27 28 35-0 34-0 32.689 33.120 P0(16-5%) 16-5% 17-51/2 Pc Pv 0.428 FM 6.3570 6.53 0.07 120 0.000003 10,-0 Pt 0.000 28 24 34-0 34-0 33.120 33.120 10,-0 Pc Pv FM 6.3570 13.08 0.13 120 0.000009 10,-0 Pt 0.000 24 20 34-0 34-0 6.55 33.120 33.120 Flow (q) from Route 9 10,-0 Pc Pv FM 6.3570 19.69 0.20 120 0.000020 10,-0 Pt 0.000 20 16 34-0 34-0 6.61 33.120 33.121 Flow (q) from Route 10 101-0 Pc Pv FM 6.3570 25.97 0.26 120 0.000033 10,-0 Pt 0.000 16 12 34-0 34-0 6.28 33.121 33.121 Flow (q) from Route 11 10,-0 1 Pc Pv FM 6.3570 32.90 0.33 120 0.000051 9-5 Pt 0.002 12 9 34-0 34-0 6.93 33.121 33.123 Flow (q) from Route 12 T(37'-81/.) 37-8% 47'-2 Pc Pv =. ..... Route 9 ..... RN 2.6350 40.93 2.41 120 0.005518 1-0 Pt 0.096 71 70 35-0 34-0 40.93 32.529 33.053 Flow (q) from Route 21 P0(16-5%) 16-5% 175h/, Pc Pv 0.428 FM 4.2600 41.17 0.93 120 0.000538 10,-0 Pt 0.005 70 66 34'-0 34-0 0.24 33.053 33.058 Flow (q) from Route 16 10-0 Pc Pv FM 4.2600 39.33 0.89 120 0.000494 10-0 Pt 0.005 66 62 34-0 34-0 33.058 33.063 10-0 Pc Pv FM 4.2600 36.54 0.82 120 0.000431 10,-0 Pt 0.004 62 58 34-0 34-0 33.063 33.068 10-0 Pc Pv FM 4.2600 32.90 0.74 120 0.000355 10-0 N 0.004 58 61 34-0 34'-0 33.068 33.071 10'-0 1 Pc Pv FM 4.2600 25.97 0.58 120 0.000229 10,-U Pt 0.002 61 65 34-0 34'-0 33.071 33.073 10-0 Pc Pv , © M.E.P.CAD, Inc. JAutoSPRlNK® 12 02.0.61.0 7/24/2017 11:25:25AM Page 8 jHydraulic Analysis Job Number: 17-0085 Report Description: Light Hazard- Reduced Area Calc_(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary FM 4.2600 19.69 0.44 120 0.000137 10-0 Pf 0.001 65 69 34-0 34-0 33.073 33.075 10-0 Pc Pv FM 4.2600 13.08 0.29 120 0.000064 10-0 Pt 0.001 69 73 34-0 34'-0 33.075 33.076 10-0 Pc Pv RN 2.6350 6.55 0.39 120 0.000186 1-0 Pf 0.003 73 72 34-0 35-0 33.076 32.651 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 6.55 0.39 120 0.000186 173-5% Pf 0.038 72 23 35-0 35'-0 32.651 32.689 P0(16-5%) P0(16-5%) 32-11% 206-5 Pc Pv RN 2.6350 6.55 0.39 120 0.000186 1'-0 Pt 0.003 23 24 35-0 34-0 32.689 33.120 P0(16-5%) 16-5% 17-5% Pc Pv 0.428 Route 10 ..... RN 2.6350 6.61 0.39 120 0.000189 1-0 Pf 0.003 69 68 34-0 35-0 33.075 32.650 P0(16-5%) 16-51/2 17-51/2 Pe Pv -0.428 BL 2.6350 6.61 0.39 120 0.000189 173-5% Pt 0.039 68 19 35-0 36-0 32.650 32.689 P0(16-5%) P0(16-5%) 32-11% 206-5 Pc Pv RN 2.6350 6.61 0.39 120 0.000189 1-0 Pt 0.003 19 20 35'-O 34-0 32.689 33.120 P0(16-5%) 1651/2 1751/2 Pc PV 0.428 Route 11 ..... RN 2.6350 6.28 0.37 120 0.000172 1-0 Pt 0.003 65 64 34-0 35-0 33.073 32.648 P0(16-5%) 16-51/2 17-5% Pc Pv -0.428 BL 2.6350 6.28 0.37 120 0.000172 173-51/2 Pt 0.041 64 15 35-0 36-0 32.648 32.690 PO(16'-5%) 3P0(16-5%) 65-111 239-4 Pc lPv RN 2.6350 6.28 0.37 120 0.000172 1-0 Pt 0.003 15 16 35-0 34-0 32.690 33.121 P0(16-51/2) 16-5% 17-5% Pc Pv 0.428 Route 12 ..... RN 2.6350 6.93 0.41 120 0.000206 1,-0 Pt 0.004 61 60 34-0 35-0 33.071 32.647 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 6.93 0.41 120 0.000206 173'-5% Pt 0.043 60 11 35'-0 35-0 32.647 32.689 P0(16-5%) P0(16-5%) 32-11% 206-5 Pe Pv RN 2.6350 6.93 0.41 120 0.000206 1'-0 Pt 0.004 11 12 35-0 34-0 32.689 33.121 P0(16-5%) 16-5% 17-5% Pc PV 0.428 =. ..... Route 13 ..... RN 2.6350 3.64 0.21 120 0.000063 1,-0 Pt 0.001 58 59 34-0 35-0 33.068 32.641 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 3.64 0.21 120 0.000063 173-5% Pt 0.013 59 10 35-0 35-0 32.641 32.654 P0(16-5%) P0(16-5%) 32-11% 206-5 Pc Pv RN 2.6350 3.64 0.21 120 0.000063 1,-0 Pt 0.001 10 8 35-0 34-0 32.654 33.083 P0(16-5%) 16-5% 17-5% Pc Pv 0.428 Route 14-o - RN 2.6350 2.79 0.16 120 0.000038 1,-0 Pt 0.001 62 63 34-0 35-0 33.063 32.636 PO(16'-S%) 16'-5% 17-5% Pc Pv -0.428 BL 2.6350 2.79 0.16 120 0.000038 173-5% Pt 0.008 63 14 35-0 35-0 32.636 32.644 P0(16-51/2) P0(16-51/2) 32-11% 206'-5 Pc Pv RN 2.6350 2.79 0.16 120 0.000038 1,-0 Pt 0.001 14 13 35-0 34-0 32.644 33.073 P0(16-5%) 16-5% 17-5% Pe Pv 0.428 Route 15 ..... RN 2.6350 1.84 0.11 120 0.000018 1,-0 Pt 0.000 66 67 34-0 35-0 33.058 32.631 P0(16-5%) 16-5% 17-51/2 Pc Pv -0.428 BL 2.6350 1.84 0.11 120 0.000018 173-5% Pt 0.004 67 18 35-0 35'-0 32.631 32.634 P0(16-5%) P0(16-5%) 32-11% 206-5 Pc Pv 14 © M.E.P.CAD, Inc. 1]AutoSPRINK® 12 02.0.61.0 7/24/2017 11:25:25AM Page 9 1111 Hydraulic Analysis Job Number: 17-0085 Report Description: Light Hazard- Reduced Area Caic_(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.6350 1.84 0.11 120 0.000018 1-0 Pt 0.000 18 17 35-0 34-0 32.634 33.063 P0(16-5%) 16-5% 17-5% Pe Pv 0.428 Route 16 ..... RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 57 56 35'-0 34-0 0.03 32.625 33.053 Flow (q) from Route 17 P0(16-5'!2) 16-5'/. 17-5% Pe Pv 0.428 FM 4.2600 0.03 0.00 120 0.000000 10-0 Pt 0.000 56 54 34-0 34-0 33.053 33.053 10-0 Pe Pv FM 4.2600 0.06 0.00 120 0.000000 10-0 Pt 0.000 54 52 34-0 34-0 0.03 33.053 33.053 Flow (q) from Route 26 10-0 Pe Pv FM 4.2600 0.10 0.00 120 0.000000 10-0 Pt 0.000 52 50 34-0 34-0 0.03 33.053 33.053 Flow (q) from Route 18 10-0 Pe Pv FM 4.2600 0.13 0.00 120 0.000000 10-0 Pt 0.000 50 48 34-0 34-0 0.03 33.053 33.053 Flow (q) from Route 24 10-0 Pe Pv FM 4.2600 0.16 0.00 120 0.000000 10-0 Pt 0.000 48 46 34-0 34-0 0.03 33.053 33.053 Flow (q) from Route 19 10-0 Pe Pv FM 4.2600 0.20 0.00 120 0.000000 40-3 Pt 0.000 46 74 34-0 34-0 0.04 33.053 33.053 Flow (q) from Route 22 2E(13'2) 26-4 66-7 Pe Pv FM 4.2600 0.24 0.01 120 0.000000 10-0 Pt 0.000 74 70 34-0 34-0 0.04 33.053 33.053 Flow (q) from Route 20 10-0 Pc Pv =. ..... Route ll ..... FM 6.3570 0.06 0.00 120 0.000000 10-0 Pt 0.000 35 37 34-0 34-0 33.053 33.053 10-0 Pc Pv FM 6.3570 0.03 0.00 120 0.000000 10-0 Pt 0.000 37 40 34-0 34-0 33.053 33.053 10-0 Pc Pv RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 40 41 34'-0 35-0 33.053 32.625 P0(16-51/.) 16-51/2 1751/. Pc Pv -0.428 BL 2.6350 0.03 0.00 120 0.000000 143-21/2 Pt 0.000 41 57 35-0 35-0 32.625 32.625 P0(16-5%) P0(16-5%) 32-111/2 176-2 Pc Pv -. ..... Route 18 ..... FM 6.3570 0.13 0.00 120 0.000000 10-0 Pt 0.000 31 33 34-0 34'-0 33.053 33.053 10-0 Pc Pv FM 6.3570 0.10 0.00 120 0.000000 10-0 Pt 0.000 33 35 34-0 34-0 33.053 33.053 10-0 Pc Pv RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 35 36 340 35-0 33.053 32.625 P0(16-5%) 16-51/2 175h!. Pc Pv -0.428 BL 2.6350 0.03 0.00 120 0.000000 143-2% Pt 0.000 36 53 35-0 35-0 32.625 32.625 P0(16-5%) P0(16-51/.) 32-11% 176-2 Pc Pv RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 53 52 35-0 34-0 32.625 33.053 P0(16-5%) 16-5% 1 17-51/2 Pc iPv 0.428 =. ..... Route 19 ..... FM 6.3570 0.20 0.00 120 0.000000 10-0 Pt 0.000 25 29 34-0 34-0 33.053 33.053 10-0 Pc Pv FM 6.3570 0.16 0.00 120 0.000000 10-0 Pt 0.000 29 31 34-0 34-0 33.053 33.053 10-0 Pc Pv RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 31 32 34-0 35-0 33.053 32.625 P0(16-5%) 16'-51/2 175h/2 Pc Pv -0.428 BL 2.6350 0.03 0.00 120 0.000000 14321/2 Pt 0.000 32 49 35-0 35'-0 32.625 32.625 P0(16-5%) P0(16-5%) 32-11% 176-2 Pc Pv RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 49 48 35-0 34-0 32.625 33.053 P0(16-5%) 16-5% 17-5% Pc iPv 0.428 , © M.E.P.CAD, Inc. AutoSPRiNK® 12 02.0.61.0 7/24/2017 11:25:25AM Page 10 Hydraulic Analysis Job Number: 17-0085 Report Description: Light Hazard- Reduced Area Calc_(1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary =. ..... Route 2O ..... FM 6.3570 0.24 0.00 120 0.000000 10-0 Pt 0.000 21 34-0 25 34-0 33.053 33.053 101-0 Pc Pv RN 2.6350 0.04 0.00 120 0.000000 1,-0 Pt 0.000 25 34-0 26 35-0 33.053 32.625 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 0.04 0.00 120 0.000000 173-5% Pt 0.000 26 35-0 75 35-0 32.625 32.625 P0(16-5%) 2P0(16-5%) 49-5 222-10% Pe Pv RN 2.6350 0.04 0.00 120 0.000000 1-0 Pt 0.000 75 35-0 74 34-0 32.625 33.053 P0(16-51/.) 1651/z 17-5% Pc Pt, 0.428 Route 21 ..... BL 2.6350 40.93 2.41 120 0.005518 173-51/. Pt 1.139 22 35-0 71 35-0 31.390 32.529 P0(16-5%) P0(16-5%) 32-11% 206-5 Pc Pv =. ..... Route 22 ..... RN 2.6350 0.04 0.00 120 0.000000 1,-0 Pt 0.000 47 35-0 46 34-0 0.04 32.625 33.053 Flow (q) from Route 23 P0(16-5%) 16-5% 17-5% Pc Pv 0.428 -Route 23 ..... RN 2.6350 0.04 0.00 120 0.000000 1-0 Pt 0.000 29 34-0 30 35-0 33.053 32.625 P0(16-51/2) 16-5% 17-51/2 Pc Pt, -0.428 BL 2.6350 0.04 0.00 120 0.000000 143-2% Pt 0.000 30 35-0 47 35-0 32.625 32.625 P0(16-5%) P0(16-51/2) 32-11% 176-2 Pc Pt, Route 24 ..... RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 51 35-0 50 34-0 0.03 32.625 33.053 Flow (q) from Route 25 P0(16-5%) 16-5% 17-5% Pe Pv 0.428 Gib ..... Route 25 ..... RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 33 340 34 35-0 33.053 32.625 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 0.03 0.00 120 0.000000 143-2% Pt 0.000 34 35-0 51 35-0 32.625 32.625 P0(16-5%) P0(16-5%) 32-11% 176-2 Pc Pv =. ..... Route 26 ..... RN 2.6350 0.03 0.00 120 0.000000 1-0 Pt 0.000 55 35-0 54 34-0 0.03 32.625 33.053 Flow (q) from Route 27 P0(16-51/2) 16-5% 17-5% Pc Pv 0.428 Route 27 ..... RN 2.6350 0.03 0.00 120 0.000000 1,-0 Pt 0.000 37 34-0 38 35-0 33.053 32.625 P0(16-5%) 16-5% 17-5% Pc Pv -0.428 BL 2.6350 0.03 0.00 120 0.000000 143-2% Pt 0.000 38 35-0 55 35-0 32.625 32.625 P0(16-5%) P0(16-5%) 32-11% 176-2 Pc Pv lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. ] AutoSPRINK® 12 02.0.61.0 7/24/2017 11:25:25AM Page 11 JHydrauIic Analysis I Job Number: 17-0085 rwpigi uerIpIIurJ. LIFlL fldLd1U- NeUUceU !rea Laic ti) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot ArlgV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 221/.* Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 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 PlV 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 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. ll AutoSPRlNK® 12 v12.0.61.0 7/24/2017 11:25:25AM Page 12 uco Worldwide i Fire Protection Contacts www.tyco-fire.com tq Products Series TY-FRB, 56 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. 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 com- ponents. improper handling and installation can permanently dam- age 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 4 CM The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 .......Upright 5.6K, 1/2 NPT TY323 ......Pendent 5.6K, 1/2 NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and VdS Approved CE Certified Sprinklers with Polyester Finish are UL and C-UL Listed as Corrosion-Resis- tant Sprinklers. Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* *The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPM/ps11/2 (80,6 LPM/bar1/2) FEBRUARY 2014 Temperature Rating 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........Bronze Deflector.................Bronze TFPI72 TFPI72 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 - Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2° 7/16 (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE-IN ESCUTCHEON 6 - 7/16 (11,1 mm) f/°••\\ _____ _______ I NOMINAL I, I I MAKE-IN I (50,8 mm) 2 , 2° Ni / fl/,) I 1-3/8 3 (50,8 mm) I (34,9 mm) WF __________ Fl 2-7/8° 3,0 mm) DIA. 1/2 NPT** DEFLECTOR* CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT, QUICK RESPONSE Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance 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 sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied to the pipe threads, hand- tighten the sprinkler into the sprinkler fitting. / WRENCH RECESS / (USE ONLY FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI72 Page 3 of 4 Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced 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. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise 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 dam- age 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.) 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 of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. 2-7/8° DIA. (73,0 mm) - 2-1/4° DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8' (15,9 mm) __ FLUSH 3/8±5/16" (9,5±7,9 mm) MOUNTING I'— SURFACE/K —\ / \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 3/4" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4° DIA FITTING (57,2 mm) 5/16±1/4' FLUSH (7,9±6,4 mm) Ll 1/2' (12,7 mm) MOUNTING \ J I I'- SURFACE /K \ (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TYFRB PLATE 7/8' (22,2 mm) FIGURES SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFPI72 Page 4 of 4 P/N*77_XXX_X_XXX SPRINKLER I TEMPERATURE I FINISH RATINGS SIN 1 NATURAL BRASS I 370 I 5.6K UPRIGHT (1/2NP1) 1Y313 3 PURE WHITE (RAL9010)°° 155 155°F POLYESTER 371 5.6K PENDENT (112 NP 323 POLYESTER SIGNAL WHITE (RAL9003) 175 175-F (79-C) Use suffix "I" for ISO 7-1 connection; 9 CHROME PLATED for example, 77-370-4-175-I Eastern Hemisphere sales only TABLE A SERIES TY.FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION 135 135-F (57-C) (68°C) 200 200°F (93°C) 286 286°F (141°C) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB Upright or Pen- dent (specify) Sprinkler, SIN (specify), K=5.6, Quick Response, (specify) tem- perature rating, (specify) finish, P/N (specify, refer to Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify*) finish, P/N (specify*) Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770 Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tuco TEFLON is trademark of The DuPont Corporation. ' Fire Protection Products