Loading...
HomeMy WebLinkAbout136 MAPLE AVE; ; AS060117; Permit5/30/25, 3:19 PM AS060117 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS060117 Job Address: 136 MAPLE AV Status: ISSUED Permit Type: SPRINK Applied 6/1/2006 Parcel No: 2042341701 Approved: 6/1/2006 Lot #: 0 Reference No.: Issued: 6/1/2006 PC #: Inspector: Project Title: VILLA DE LUZ THREE FIRE SPRINKLER INSPECTIONS @ $60/EA Applicant: Owner: SEXTON FIRE PROTECTION 5044 GLEN ST 619-303-4848 Fees ($) Add'l Fees ($) Total ($) Balance ($) 180 0 180 0 about:blank 1/1 05/25/2E 2:34 805332846 ROY LEE DESIGN PAGE 01 HYDRONICS: FIRE SPRINKLER HYDRAULICS 2.5- SUBMITTAL. Page ENGINEERS : ROY LEE (805) 933-2444. - ADDRESS : 812 Railroad Avenue, Santa Paula, CA 93060. Date: 05-26-2006 File: VILLAS1 - JOB : VILLAS DE LUZ - 8 HEADS IN GARAGE- - - SOURCE j STATIC : 85.0 Psi RESIDUAL : 78.0 Psi FLOW : 1350 Gpm - NODE ELEVATION K- PRESSURE DISCHARGE - - NO. Feet FACTOR Psi - Gpm - - - - 38.0 32.6 - - 2 38.0 32.6 3 38.0 32.6 -- 4 38.0 32.6 - -- 5 38.0- 32.6 - 6 - 3B.0 32.6 7 38.0 32.6 - - 8 8.0- . 45.6 - - 9 0.0 - 49.0 10 8.0 45.6 11 0.0. 49.0 - 12 2.0 57.6 - 13 2.0 62.7 15 8.0 5.60 10.5 18.1 16 8.0 12.3 - - 17 - 8.0 5.60 11.1 18.9 1-8 -- 80 5.60 13_.2 20.3 TL 19 - 8._0 5.60 14.2 21.1 -- 20 - 8.0 16.4 - - 21 8.0 38.9 24 8.0 17.5 _25 8.0 5.60 15.2 21.9 26 8.0 5.60 14.6 21.4 - - 27 - 8.0 5.60 14.3 21.2 - 28 - 8.0 5.60 16.0 22.4 12A 8.0 54.8 HA 8.0 54.8 14 8.0 SOURCE 60.3 265.3 05/25/2006 02:34 8059332845 ROY LEE DESIGN PAGE 02 1-IYDRONICS: FIRE SPRINKLER HYDRAULICS 2.5- SUBMITTAL. Page 2 ENGINEERS : ROY LEE (805) 933-2444. - ADDRESS : 812 Railroad Avc'nue, Santa Paula, CA 93060. Date: 05-26-2006 File: VII..LAS1 JOB : VILLAS DE LUZ - 8 HEADS IN GARAGE SPRINKLERS FLOWING : 8 AREA PER SPRINKLER : 120 Sq Ft - MIN -SPRINKLER FLOW 18 GPM REQUIRED DENSITY : 0.15 Gpm/Sq Ft COMPUTED DENSITY : 0.15 Gpm/Sq Ft TOTAL SPRINKLER FLOW 165.3 Gm INSIDE HOSE STREAM : 0 GPM OUTSIDE HOSE STREAM : 100 Gpm at Source - TOTAL WATER REQUIRED : 265.3 GPM TOT-&L SPRINKLER PRESS : 55.3 Psi VALVE FIXED LOSS : 5.0 Psi - Copyright(1995) SUPPLY PRESS AVAILABLE : 84.7 Psi by DEMAND PRESS REQUIRED : 60.3 Psi Hydronics Engineering PRESSURE CUSHION : 24.3 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY - : 15.9 - F/S (510) 487-9160 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 03 HYDRONICS: FIRE SPLNKLER HYDRAULICS 2.5- SUBMITTAL. ENGINEERS : ROY LEE (805) 33-2444. ADDRESS : 812 Railroad Anue, Santa Paula, CA 93060. Date: 05-26-2006 File: VILLAS1 JOB : VILLAS DE LUZ - 8 HT/WS IN GARAGE Page 3 P1L±. BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FTTTING TYPE FTG FR- LOSS Psi - - END DIAMETER TOTAL (Psi/Ft) 1 q= 0.0 K= 0.00 L= 12.0 PL 32.6 Pt 32.6 1 Q= 0.0 F:7L F= 21.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.101 TL= 33.0 0.0000 Pf 0.0 Pn 32.6 2 Pt 32,6 2 q= 0.0 1K: 0.00 L= 12.0 Pt 32.6 Pt 32.6 2 Q= 0.0 F=2LR F= 12.0 C' 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.101 TL= 24.0 0.0000 Pf 0.0 Pn 32.6 3 Pt 32.6 3 q= 0.0 K0.00 L= 5.0 Pt 32.6 Pt 32.6 3 Q= 0.0 F=B F= 6.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.101 TL= 11.0 0.0000 Pf 0.0 Pn 32.6 4 Pt 32.6 3 q= 0.0 K= 0.00 L= 3.0 -------------------------------------------------- Pt 32.6 Pt 32.6 4 Q= 0.0 F=R F= 0.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.101 TL= 3.0 0.0000 Pf 0.0 Pn 32.6 5 Pt 32.6 5 q= 0.0 K= 0.00 L= 7.0 Pt 32.6 Pt 32.6 5 Q= 0.0 FB F= 6.0 C= 150 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.101 TL= 13.0 0.0000 Pt 0.0 Pn 32.6 6 Pt 32.6 5 q= 0.0 K= 0.00 L= 3.0 Pt 32.6 Pt 32.6 6 Q= 0.0 F=R F= 0.0 C= 150 Pe 0.0 Pv -0.0 Vel= 0.0 D= 1.101 TL= 3.0 0.0000 Pf 0.0 Pn 32.6 7 Pt 32.6 7 q= 0.0 K= 0.00 L= 28.0 Pt 32.6 Pt 32.6 7 Q= 0.0 F=3R F= 0.0 C= 150 Pe 13.0 Pv -0.0 Vel= 0.0 D= 1.101 TL= 28.0 0.0000 Pt 0.0 Pn 32.6 8 Pt 45.6 8 q= 0.0 K= 0.00 L= 109.0 Pt 45.6 Pt 45.6 8 Q= 0.0 F=17L2R E'= 51.0 C= 120 Pe 0.0 Pv -0.0 Vel= 0.0 D= 2.157 TL= 160.0 0.0000 Pf 0.0 Pn 45.6 10 Pt: 45.6 9 q= .0 K= 0.00 I: 8.0 Pt 49.0 Pt 49.0 9 Q= :).O F=LG2C2R F= 26.0 C- 120 Pe 3.5 Pv -0.0 Vel= 00 f)= 2.157 TL= 34.0 0.0000 Pt 0.0 Pn 49.0 10 Pt 45.6 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 04 HYDRONICS: FIRE SPFI11KLER HYDRAULICS 2.5- SUBMITTAL ENGINEERS : ROY LEE (805) '03--2444. ADDRESS : 812 Railroad I.'•.'ue, Santa Paula, CA 93060. Date: 05-26-2006 File: VII.LAS1 JOB : VILLAS DE LtJZ - 8 HF-'\IS IN GARAGE Page 4 PIPE BEG FLO K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gp;. FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) 9 q= 0.0 K= 0.00 L= 1.0 Pt 49.0 Pt 49.0 10 Q= 0.0 FR F= 0.0 C= 120 Pe 0.0 Pv -0.0 Vel= (LU D= 2.157 TL 1.0 0.0000 Pf 0.0 Pn 49.0 ii Pt 49.0 11 q= .O K= 0.00 L= 38.0 Pt 49.0 Pt 49.0 11 Q= I;.3 F3LR F= 9.0 C= 120 Fe -3.5 Pv -1.4 Vel= . 1.5 D= 2.157 TL= 47.0 0.1935 Pf 9.1 Pn 47.6 hA Pt 54.8 12 Q= i.3 Pt 57.6 BFP FIXL. PRESSURE LOSS Valve 5.0 13 Pt 62.7 13 q= 0.0 K= 0.00 L= 38.0 Pt 62.7 Pt 62.7 13 Q= 1.3 F-L F= 6.0 C- 150 Pe -2.6 Pv -0.1 Ve1= .1.2 D= 4.026 TL= 44.0 0.0061 Pf 0.3 Pn 62.5 14 Pt 55.3 15 g= 3.1 K= 5.60 L= 13.0 Pt 10.5 Pt 10.5 14 Q= 1.1 F=2L F 4.0 C= 120 Pe 0.0 Pv -0.3 Vel= v.7 D= 1.049 TL= 17.0 0.1083 Pf 1.8 Pn 10.2 16 . Pt 12.3 16 q= v.9 K= 5.60 L= 2.0 Pt 12.3 Pt 12.3 15 Q= F=3L F= 6.0 C= 120 Pe 0.0 Pv -0.3 Vel= .() D= 1.049 TL= 8.0 0.1170 Pf 0.9 Pn 12.0 17 Pt 11.4 16 q= .u.3 K= 5.60 L= 8.0 Pt 12.3 Pt 12.3 16 Q= 07.0 F=R F= 0.0 C= 120 Pe 0.0 Pv -0.4 Vel= 7.9 D= 1.380 TL= 8.0 0.1068 Pf 0.9 Pn 11.9 18 Pt 13.2 18 q= .21.3 K= 5.60 L= 9.0 Pt 13.2 Pt 13.2 17 Q= .07.3 F=R F= 0.0 C= 120 Pe 0.0 Pv -0.5 Vel= LU D= 1.610 TL= 9.0 0.1133 Pf 1.0 Pn 12.6 19 Pt 14.2 19 q= ILl K= 5.60 L= 9.0 Pt 14.2 Pt 14.2 15 Q= 7'.4 F=R F= 0.0 C= 120 Pe 0.0 Pv -1.0 Vel- 7.4 D= 1.610 TL= 9.0 0.2023 Pf 1.8 Pn 13.2 28 Pt 16.0 20 q= S.D K= 0.00 L= 14.0 Pt 16.4 Pt 16.4 19 Q= .8 F=R F= 0.0 C= 120 Pe 0.0 Pv -0.5 Vel= %1.9 D= 2.157 TL= 14.0 0.0775 Pf 1.1 Pn 15.8 24 Pt 17.5 05/25/200E 02:34 8059332846 ROY LEE DESIGN PAGE 05 - HYDRONICS: FIk; -dNKLER HYDRAULICS 2.5- SUBMITTAL. Page 5 ENGINEERS : ROY LEE Y 933-2444. - ADDRESS : 812 Rail Avenue, Santa Paula, CA 93060. Date: 05-26-2006 Fl S VILLAS1 - - - JOB VILLAS DE L(JZ ADS IN GARAGE - PIPE BEG .1 K-FACTOR LENGTH C-FACTOR PRESSURE - NO. FITTING TYPE FTG FR- LOSS Psi END - DIAMETER TOTAL (Psi/Ft) - 11 - 0.0 K= 0.00 L= 8.0 Pt 49.0 Pt 49.0 - 20 - 165.3 F=LG2C2R F= 26.0 C= 120 Pe 3.5 Pv -1.4 145 D= 2.157 TL= 34.0 0.1935 Pf 6-6 Pn 47.6 21 - - Pt 38.9 - - 21 - 0.0 K= 0.00 L= -92.0 --------------------------------------------------- Pt 38.9 Pt 38.9 23 165.3 F-3B8R F= 18.0 0= 120 Pe 0-.0 Pv -1.4 14.5 11= 2.157 TL= 110.0 0.1935 Pf 21.3 Pn 37.5 24 Pt 17.5 20 .- 22.4 K= 5.60 L- --------------------------------------------------------- 1.0 Pt 16.4 Pt -16.4 _24 100.8 F=R F= 0.0 C= 120 Pc 0.0 Pv -1.7 - 'I 15.9 Dr 1.610 TL=- 1.0 0.-3222 Pf 0.3 Pn 14.7 28 - Pt 16.0 - 24 - 21.9 K 5.60 L= 9.6 - Pt 17.5 Pt_ 17.5 26 - -- - - 64.5 F-BR -F= 6.0 -C= 120 Pe 0.0 Pv -0.7 - - - -•' _ 10.2 D= 1.610 TL= 15.6 0.1408_ Pf 2.2 Pn 16.8 - -- 25 Pt 15.2 25 21.4 K= 5.60 L= 9.0 Pt 15.2 Pt 15.2 - 2-7 m - 42.6 F=R F= 00 C= 120 Pe 0.0 Pv -0.3 6.7 D= 1.610 TL= - 9.0 0.0655 Pf 0.6 Pn 14.9 2 - - Pt 14.6 26 21.2 K= 5.60 L= 9.0 Pt 14.6 Pt 14.6 28 - 21.2 F=R F= 0.0 C= 120 Pe 0.0 Pv -0.1 4.5 D= 1.380 TL= 9.0 0.0380 Pf 0.3 Pn 14.5 - 27 - - Pt 14.3 - - 12A 0.0 K= 0.00 L= 4.0 Pt 54.8 Pt 54.8 29 165.3 F=R F= 0.0 C= 120 Pe 0.0 Pv -0.1 - - 4.2 D= 4.026 TL= 4.0 0.0093 Pf 0.0 Pn 54.7 11A Pt 54.8 12 0.0 Ks 0.00 L= - 15.0 Pt 57.6 Pt 57.6 30 165.3 F=2L F= 12.0 C= 120 Pe 2.6 Pv -0.1 - 4.2 0= 4.026 TL= 27.0 0.0093 Pf 0.3 Pn 57.5 12A Pt 54.8 14 265.3 <<< SOURCE >>> Pt 60.3 F>90-E1b T=>T;. ::i L-=>Lt-Elb CsChkV1v B=>BfyVlv G=>GatVlv A=>AlmChk 95/25/2666 02:34 8659332848 ROY LEE DESIGN PAGE 06 PSI 100 90 -• - X Static x 80- 70 60 . * Spr_Sys iYDRONTCS : FIRE SPRINKLER HYDRAULIC GRAPH X Eesid - 50 40 30 + 20 F Elev Loss 10 ± - 0 -F -t---+---±---- -------------------------------------------------------------- 0 400 600 80fl 1000 1200 1400 1600 1800 2000 1 .85 FLOW-(GPM) JOB VILLAS DC LIJZ --- 8 HFADS IN GARAGE X --- Water Suppl.y Curve * - Water Demand Curve Static 85.0 Psi Avail Press 84.7 Psi @ 265.3 Gpm Residual : 73.0 Psi Req'd Press 60.3 Psi @ 265.3 Gpm Flow: 13f0.0 Gprn Press Cush'n 24.3 Psi 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 07 HYDRONTC.S: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 612 Railroad Avenue, Santa Paula, CA 93060. Date: 05-262006 File: VILLA2A JOB : VILLAS DE LIJZ - 4 HEADS AT 16 X 16 STATIC : 85.0 Psi RESIDUAL : 78.0 Psi FLOW : 1350 Gpm SPRINKLER MANUF : RELIABLE MODEL : CCP49 MIN SPR FLOW : 14.0 Gprn MTN SPR PRES : 8.2 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet ----------------------------------------------------------------- FACTOR Psi Gpm 1 38.0 4.90 8.2 14.0 2 38.0 4.90 10.3 15.7 3 38.0 14.2 4 38.0 4.90 13.6 18.1 5 38.0 15.5 6 38.0 4.90 14.8 18.8 7 38.0 18.1 8 8.0 50.7 9 0.0 64.3 10 8.0 59.7 11 0.0 64.5 12 2.0 66.2 13 2.0 71.2 15 8.0 61.1 16 8.0 61.1 17 8.0 61.1 13 8.0 61.1 19 8.0 61.1 20 8.0 61.1 21 8.0 61.1 24 8.0 61.1 25 8.0 61.1 26 8.0 .61.1 27 8.0 61.1 28 8.0 61.1 hA 0.0 72.0 12A 0.0 72.0 14 0.0 SOURCE 72.2 66.6 Page 1 05/25/2006 02:34 8058332846 ROY LEE DESIGN PAGE 08 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. Page 2 ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 512 Railroad Avenue, Santa Paula, CA 93060. Date: 05-26-2006 File: VILLA2A JOB : VILLAS DR TU7 - 4 HEADS AT 16 X 16 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 4. 256 Sq Ft 1024 Sq Ft 0.05 Gpm/Sq Ft 0.05 Gpm/Sq Ft 66.6 GPM 0.0 GPM 66.6 GPM 67.2 Psi 0.0 Psi at Source 5.0 Psi Copyright( 1995) 85.0 Psi by 72.2 Psi Hydronics Engineering 12.8 Psi 34119 Fremont BJ, Suite 609 Fremont, Ca., 94555 22.4 F/S 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 09 HYDRON1CS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. Page 3 ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, CA 93060. Date: 05-26-2006 Fil e - VILLA2A - - - JOB: PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. GPM FTTTING TYPE FTG FR- LOSS - Psi - END DIAMETER TOTAL (Psi/FL) - 1 - q= 14.0 K= 4.90 L= 12.0 Pt 8.2 Pt 8.2 - 1 Q= 14.0 F=7L F= 49.0 C= 150 Pe 0.0 Pv -0.1 Ve.l= _4.7 D= 1.101 TL= 61.0 0.0351 Pt 2-1 Pn 8.0 2 - - Pt 10.3 -- - 2 - q= 15.7 K= 4.90 L= ------------------------------------------------------------------------- -12.0 Pt 10.3 Pt 10.3 - 2 Qr 29.7 T=2LR F= 15.0 C= 10 Pe 0-.0 Pv -0.7 Vel-= 10.0 Dr 1.101 TL= 27.0 0.1415 Pf 3.8 Pn 9.6 3 Pt 14.2 3 q= 18.1 K= 4.90 L= 5.0 Pt 14.2 Pt -14.2 - Q= 18.1 F=R F= 5.0 C= 150 Pe 0.0 Pv -0.2 Vel= 6.1 D-' 1.101 TL= 10.0 0-0563 Pt 0.6 Pn 13.9 4 - 13.6------------------------------------------------------------------------------- Pt 3 - q- 0.0 K= 0.00 L= 3.0 - Pt 14.2 Pt_ 14.2 - Q=- 47.8 F=R -F= 1.0 -C= 150 Pe 0.0 Pv -1.7 - - -Vel=-16.1 D= 1.101 TL= 4.0 0.3407 Pf 1.4 Pn 12.4 5 - Pt 15.5 - 5 q= 18.8 K- 4.90 ---------------------------------------------------------------------------- L= 7.0 Pt 15.5 Pt 15.5 0= 18.8 F=R F= 5.0 C= 150 Pe 0.0 Pv -0.3 \Lel= 6.3 D 1 .101 TL= 12.0 0.0609 Pf 0.7 Pn 15.3 6 - Pt 14.8 5 q=0.OK= 0.00- L= --------------------------------------------------------- 3.0 Pt 15.5 Pt 15.5 6 Q= 66.6 F=R F= 1.0 C= 150 Pe 0.0 Pv -3.4 • Vel= 22.4. D= 1.101 TL= 4.0 0.6301 Pt 2.5 Pn 12.1 - 7 - - Pt 18.1 - 7 . q=0.0K 0.00 L= 28.0 Pt 18.1 Pt 18.1 7 Q= 66.6 F=3R F= 3.0 C= 150 Pe 13.0 Pv -3.4 . - Vel= 22.4 D= 1.101 TL= 31.0 0.6301 Pt 19.5 Pn 14.7 Pt 50.7 8 q= 0.0 K= 0.00 L= 109.0 Pt 50.7 Pt 50.7 8 - Q= 66.6 F=17L2R F= 91.0 C= 120 Pe 0.0 Pv -0.3 Vel= 6.4 D= 2.067 TL= 200.0 0.0443 Pt 8.9 Pn 50.5 10 Pt 59.7 9 q= 0.0 K= 0.00 ---------------------------------------------------------------------------- L= 8.0 Pt 64.3 Pt 64.3 9 Q= 66.6 F=LG2C2R F= 19.0 C= 120 Fe 3.5 Pv -0.3 Vel'- 6.4 D-= 2.067 TL= 27.0 0.0443 Pf 1.2 Pn 64.1 10 Pt 59.7 05/25/2006 02:34 8055332846 ROY LEE DESIGN PAGE 10 HYDRONICS: ESIDENTFAL FIRE SPRINKLER HYDRAULICS 2.5 - SUflMTTTAL. ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, SanLa Paula, CA 93060. Date: 05-26-2006 riLe: VILLA2A JOB Page 4 PIPE B-EG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gprn FITTING TYPE FTC FR- LOSS Psi END DIAMETER TOTAL (Psi/FL) - - 9 q= 0.0 K= 0.00 L= 1.0 Pt 64.3 Pt 64.3 10 Q= 66.6 F=R F-= 3.0 C= 120 Pe 0.0 Pv -0.3 Vel= 6.4 D= 2.067 TL= 4.0 0.0443 Pf 0.2 Pn 64.1 11 Pt 64.5 11 q= 0.0 K= 0.00 --------------------------------------------------------------------------------- L= 38.0 Pt 64.5 Pt 64.5 11 Q= 66.6 F=3LR F- 18.0 C= 120 Pe 0.0 Pv -0.3 Vel= 6.4 D= 2.067 TL= 56.0 0.0443 Pf 2.5 Pn 64.3 - hA - Pt 72.0 12 Q= 66.6 Pt 66.2 -- - BFP EIXED PRESSURE LOSS Valve 5.0 13 Pt 71.2 - - 13 q.= 0.0 K= 0.00 L= 38.0 Pt 71.2 Pt 71.2 13 Q= 66.6 F=L Fr 7.0 C= 150 Pe 0.9 Pv -0.0 Vel= 1.8 D= 3.935 TL= 45.0 0.0013 Pf 0.1 Pn 71.2 14 - - Pt 72.2 - 15 q= 0.0 K= 0.00 L= 13.0 Pt 61.1 Pt 61.1 14 - - . 0.0 F=2L F= 4.0 C= 120 Pe 0.0 Pv 0.0 Vel= - 0.0 D= 1.09 TL= 17.0 0.0000 Pf 0.0 Pn 61.1 16 Pt 61.1 - 16 q= 0.0 K= 0.00 L= 2.0 Pt 61.1 Pt 61.1 15 Q= 0.0 F=3L F= 6.0 C= 120 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.097 TL= 8.0 0.0000 Pf 0.0 Pn 61.1 17 Pt 61.1 - 16 q= 0.0 K= 0.00 ----------------------------------------------------------------------- L= 8.0 Pt 61.1 Pt 61.1 16 Q= 0.0 FR F= 2.0 C= 120 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.097 TL= 10.0 0.0000 Pf 0.0 Pn 61.1 IS Pt 61.1 18 q= 0.0 K= 0.00 L= 9.0 Pt 61.1 Pt 61.1 17 Q= 0.0 F=R F= 2.0 C= 120 Pe 0.0 Pv -0.0 Vel= 0.0 D= 1.097 TL= 11.0 0.0000 Pf 0.0 Pn 61.1 19 Pt 61.1 19 q= 0.0 K= 0.00 --------------------------------------------------------------------------- L= 9.0 Pt 61.1 Pt 61.1 18 Q= 0.0 F=2R F= 4.0 C= 120 Pe 0.0 Pv 0.0 Vei= 0.0 D= 1.442 TL= 13.0 0.0000 Pf 0.0 Pn 61.1 28 Pt 61.1 20 q= 0.0-K= 0.00 ---------------------------------------------------------------------------- L= 14.0 Pt 61.1 Pt 61.1 19 Q= 0.0 F=R F= 1.0 C= 120 Pe 0.0 Pv 0.0 Vel= 0.0 D= 2.003 TL= 15.0 0.0000 Pf 0.0 Pn 61.1 24 Pt 61.1 05/25/2006 02:34 8053332846 ROY LEE DESIGN PAGE 11 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. Page 5 ENGINEERS ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, CA 93060. Date: 05-26-2006 File: VILLA2A JOB PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTC FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft.) 11 q= 0.0 -------------------------------------------------------------------------------- K= 0.00 L= 8.0 Pt 64.5 Pt 64.5 20 Q- 0.0 FLG2C2R F- 17.0 C= 120 Pe 3.5 Pv -0.0 Vel= 0.0 D= 2.003 TL= 25.0 0.0000 Pf 0.0 Pn 64.5 21 Pt 61.1 21 q 0.0 K= 0.00 ----------------------------------------------------------------------------- L= 92.0 Pt 61.1 Pt 61.1 21 Q= 0.0 F=3B8R F= 38.0 C- 120 Pe 0.0 Pv -0.0 Ve1= 0.0 D= 2.003 TL= 130.0 0.0000 Pf 0.0 Pn 61.1 24 Pt 61.1 20 q= 0.0 K= 0.00 L= 1.0 Pt 61.1 Pt 61.1 22 Q= 0.0 F=R F= 3.0 C= 120 Pe 0.0 Pv -0.0 Vel= 0.0 D= 1.682 TL= 4.0 0.0000 Pf 0.0 Pn 61.1 28 Pt 61.1 24 g 0.0 K= 0.00 L= 9.6 Pt 61.1 Pt 61.1 23 Q= 0.0 F=13R F= 11.0 C= 120 Pe 0.0 Pv 0.0 Vel= 0.0 D= 1.682 TL= 20.6 0.0000 Pf 0.0 Pn 61.1 25 Pt 61.1 25 . q= 0.0 K= 0.00 L= 9.0 Pt 61.1 Pt 61.1 24 Q= 0.0 F=R F= 2.0 C= 120 Pe 0.0 Pv -0.0 Vel= 0.0 D- 1.097 TL= 11.0 0.0000 Pf 0.0 Pn 61.1 26 Pt 61.1 26 q- 0.0 K= 0.00 L= 9.0 Pt 61.1 Pt 61.1 25 Q= 0.0 F=R F= 2.0 C 120 Pc 0.0 Pv 0.0 Vel= 0.0 D= 1.097 TL= 11.0 0.0000 Pf 0.0 Pn 61.1 27 Pt 61.1 hA q= 0.0 K= 0.00 --------------------------------------------------------------------------- L= 4.0 Pt 72.0 Pt 72.0 26 Q= 66.6 F=R F= 4.0 C= 120 Pe 0.0 Pv -0.0 Vel= 1.7 D= 4.026 TL= 8.0 0.0017 Pf 0.0 Pn 72.0 12A Pt 72.0 12 q= 0.0 K= 0.00 L= 15.0 Pt 66.2 Pt 66.2 27 Q= 66.6 F=2L F= 20.0 C= 120 Pe -0.9 Pv -0.0 Vel= 1.7 D= 4.026 TL= 35.0 0.0017 Pf 0.1 Pn 66.2 12A Pt 72.0 --------------------------------------------------------------------------- Meter = 0.0 14 Q= 66.6 <<< SOURCE >>> Pt 72.2 E=>45-Elb L>90-Elb B=>TeeBch R=>TeeRun C=>couPlg S=SwgChk G>GatVlv 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 12 HYDRONICS : FIRE SPRINKTER HYDRAULIC GRAPH PSI 100 + 90 + X Static x 80 F x X Resid 70 .* Spr Sys bU + 50 ~ 40 + 30 + 20 * Elev Loss 10 + 0 - +--+---+------+ ------+ -------+ --------+---------+----------+ ------------+ 0 400 600 800 1000 1200 1400 1600 1800 2000 1.85 FLOW-(GPM) JOB : VILLAS DE LUZ - 4 HEADS AT 16 X 16 X - Water Supply Curve * - Water Demand Curve Static : 85.0 Psi. Avail Press 85.0 Psi @ 66.6 Gpm Residual : 78.0 Psi Req'd Press 72.2 Pi @ 66.6 Gpm Flow : 1350.0 Gpm Press Cush'n 12.8 Psi. 05/25/200E 2:34 8059332846 ROY LEE DESIGN PAGE 13 Bulletin 035 Rev.D Residential Sprinklers — For Sloped Ceilings — Guidelines for Listed Residential Sprinkler installations below Sloped Ceilings The installation guidelines cover Residential Sprinkler Models: Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F2 El Res 44 HSW Fl Res 44 Recessed HSWIF2 Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 F1 Res 49CCP RFC 43 Flat Concealed Listings & Approvals - 1. Listed by Underwriters Laboratories Inc. and UL-Certified for Canada (cULus) - 2. NYC MEA, 258-93-E UL Listing Category -- - - - Residential Autoriatic Sprinkler UL Guide Number VKKW Patents: US Patent number 6,516,893 Model Fl Res 49 Product Description for Fl Res Sprinklers Model Fl Res Pendent sprinklers are fast response spnkIers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Rae Horizontal Sidewall sprinklers are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K - Factor of 4.9 for pendent and 4.4 for horizontal sidewall, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard*). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. LIM Fl Res 49 Pendent As F1Ros44 Fl Res 40 HSW L;1*ii Fl Res 49CCP Pendent RFC 43 * Effective date .July 12, 2002 rip Fl Res 49 Recessed Pendent/ F2 Fl Res 44 Recessed HSW/F2 Fl Res 4O Recessed HSW/F2 RFC 43 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 14 - Model F1 Res 49 Pendent & Fl Res 49 Recessed PendenVF2 installed below Sloped Ceiling. Technical Data Thread Size Max. Pressure psi (bar) Max. Ambient Temp. Actual I K Factor I Sprinkler I Escutcheon I Sprinkler Identification °F( °C) (mecL_. Number (SIN) ½NPT(R½) 175 (12) 100(38) 4.9(69.94) 2.25° F2 (j°Adjuotrnent) F3516 TiblA I -AnIIeitlnn - Wx Sprinkler Spacing Alomg Slope ('IIII) Width x ( L) Length ft (m) Slope of X,(33.7°)Pitch -. Max. Slope of 14,(18.4°) Pitch Mm. Flow Per Sprinkler Head gpm Urn) - Pressure psi (bar) Sprinkler Temp Rating °F (°C) 155 (68A & 175(11 155°F (68°C) 1175°F (79°CI 155°F (68°C) 175'F (79°C°) MM. Pow Per 5pm I Head Pressure 12 x 12 (3,6x3,6) 13 (4$) 13(49) 7.0 (0,4)_ 7.0 (0,48) 13(49) 7.0(0,48) 14x14(4,3x4,3) 13(49) 13(49) 7.0(0,48) 7.0(0,48) 1 13(49) 7.0(0,48) _l6x_16(4.9)._ - - 13(4$) 7.0(0,48) 7.PJO,48L 13(49) 7.0(048) 18 x18(5,5 x5,5) 17(64,3) 18(68,2) 12.0(0,83) j,93) -. 18.4 (1,28) 17 (643) 12.0(0,83) 20x20(6,1x6,1) j 20(75,7) 21(79,5) 16.7(1,1) 20(75,7). 16.7(1,15) Model FiRes 4.9 CCP Pendent installed below Sloped Ceiling. Technical Data - Sprinkler Temp. CCPASUY. 1 Max. Temp.Pressure Max. Ambient r —Actual K Sprinkler Sprinkler 1 Thread Size Rating Rating psi I Temp. Factor Length Identification Number (S" I _(°C),IF VC) I °F(°C)1.Jefrfc) 155(68)! 135(57) 175(12) 100(38) I 4.9(6994) 2.25" R3516 IL Table 2 Ann1ietinn . - - IMax. Sprinkler Spacing Along Slops (W) Width x ( L) Length ft (m) Max. Slops o% (33.7) Pitch Max. Slope of 14(18.4° Pitch Mm. Flow Per Sprinkler Mead( gpnj(Lpm) Presrure _ psi (bar) Mm. Flew Per Sprinkler Head epm (Lpm) _________ Pressure psi (bar) 12x12(3,6 x 3,) 14(53).. j 8.2(0,57) 13(49) 7.0(0,48) 14 x 14(4,3x4,3) 14 (5a)- J 8.2 (0,57) 13C4 _9) 7.0(0,48) -16x16(4,9x4,9) 14 (53)___ J 8.2(0,57) '14(5$)_. 8.2(0,58) - 20x20(6,16,1) J 21(79.4) ______ 18.4 (1,27) J 21(79,4k 18.4 (1,27) Model RFC 43 Pendent Flat Concealed installed below Sloped Ceiling. rb..... Thread size Sprinkler Temp. Rating (°C) _)_°F Coverplate Temp. Rating (°C) Max. Max. Pressure Ambient Tamp. _p81 (ba!). .Y 1 Actual K Factor I (metric) Mm Adjustmentl Sprinkler Identification Number (SIN) - W N (R½) _°F 165(74) 135(57) 175(12) 100 (38) 44)_ _' RA0612 TnhI % - Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Mai. Slope of%,J33.7° Pitch Max. Slope of4(1 BA- Pitch Mm. Flow Per Sprinkler Head (Lpm) Pressure psi (bar) MM. Flow Per Sprinkler Head qpm (Lpm) Pressure psi (bar) 12x12(3,6x3,)__ 18(68) 1,1j 13(491, _______ 9.1(0,63) 14x14(4,3x4,3) -- 18(68) 17.5(1,21) 13(49) . 16x 16(4,9x4,9) 18(68) 17.6(1,21) 13(49) 9.1 063 lax 11(.5,5x5,5) ..__...._.._ - -________ 21(79) 23.8(1.64) 20x20(6,1 x6,1) 21(79) 23.8(1,64) 7. 05/25/2006 02:34 8059332846 ROY LEE DESIGN PAGE 15 Bulletin 136 levL Response Sprinklers Model Fl FR Sprinider Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sptinlder Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Ustings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters' Laboratories of Canada(ULC) Certified by FM Approvals Loss Prevention Council (LPC, UK) NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) B. NYC MEA 256-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Product Description Reliable Models Fl FR and Fl FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive kAi profile of a decorative sprinkler. The Models F1 FR and Fl FR Recessed automatic sprinklers utilize a 3.0 mrti frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which ore five to ten times faster than standard response spnnklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bub consists of an accurately controlled amncu-it of special fluid hermetically sealed inside a precisely manufac- tured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex-pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. The temperature rating of the sprinkler is identified by [lie color of the glass bulb. Upright Pendant Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector Recessed Pendent Application Quick response sprinklers are used in fixed fire protec-tion Systems: Wet, Dry, Deluge or Preaction. Care must be exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso-ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Reliable Automatic Spdnkler Co., Inc.525 North MacQuesten Parkway, Mount Vernon, New York 10552 5/25/206 2:34 859332846 ROY LEE DESIGN PAGE lb Model F1 FR Quick Response Uprighz Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: - Sr Type S,d-Uight (SSU) and Pendent (SSP) 0eftexs M&lced to indicate Posfticjn K Factor - 9pn1uu1 Approval 'Pltfldektentlfkcn 1 (P4) ssu ssp (l5'rm Startda,d OrIfIce wn)PT (A)Cj1)eed 5.6 80 5&mi)_— jZ34,5,6,7 H3625 PT(&0 "17rrn,) SmanOflfióewit. N1T (90L Thread 115 2.3(5&m) 128 R362P - 83623 R3612 R3613 4.2 60 2.54'(65rnsi,) 2 4.2 60 40 254-(6m) 56.1mm 1,2,8 4,6,7 Ff3621 R624 F611 f3614 K)mm Orifice X-H Wth W.' Thread crrventional~-lnstall in Upright or Pendete Position 4.2 5.6 8.0 60 I 80 j115 58.1mm 5&1 mm 58.4nn, - - 46,7 .1,7 - 10874 R3675 R3872 t&rmOrfXWwithR%Threed rnm Standard Orifice wtib NPT (R)f) Thread Arnm Large Orifice wifI Ile (R4)T1'read Upright Pendent Upright Conventional Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and standard response sprinklers should not be intermixed, The Model Fl FIR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutch- cons illustrated are the only recessed escutcheons to bo used with the Model F 1 FR Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model Fl FR Sprinklers, use the Model D Sprinkler Wrench. When installing Model Fl FR Recessed ,idewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Use the Model RC1 Wrench for installing F1 FR Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. Temperature Ratings asslt%cation Sp [der Toerat Max. Ambient Tan,p. Bulb Color L_ ICO°F(38°C) Omnge 1D'f36c) Fed riot available for recessed sprinklers Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 FInishes'" standard Finlahec Sprinkler Escutcheon Bronze Brass Chrome Plated j Chrome Plated (31 White Polyester Coated IWhite Painted (3) Specbi Apøcatlon Finishec - Sgriider Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult the factory for details. FM Approvals is limited to bronze and brass, chrome or black plated 1tn1sfle8 only. FP Push-on/Thread-oft escutcheon dnary 135 dirrary 68 iss 1 ermediate 79 175 150F( 66C) YOM ermediate 93 2C5) 15OF(C) seen (U 141.2 2259107C) BUDj 57 ul' Or t. Hi I Double Check Detector Assemblies Sizes: 21/,' - 12" (85— 300mm) - - - - - - Features 3000SS - Patented Cam-Check Assembly valve providus low head loss. Shoft lay length is ideally suited for retrofit Installations - "IB Stainless Steel body is half the weight of competitive designs.reducinq - installation and shipping cost - Stainless steel construction provides long tom-.corrosion protection and maximum strength Single access cover with two-bolt .to Series 3000SS Double Check Detuctor AssemblIes are designed for use in accordance grooved style coupling for ease of with water utility non-health hazard containment requirements. It is mandatory to - maintenance prevent the reverse flow of fire protection system substances, i.e., glycerin wetting No special tools required for servicing agents, stagnant water and water of non-potable quality from being pumped or pa Com ct construction allows for siphoned into the potable water supply. - smaller vaults and enclosures - Specifications Furnlhed with °/a' x /s' bronze meter - (gpm or cfra) A Double Check Detector Assembly shall be installed an fire protection systems When Detects IThderground leaks and connected to a potable water supply. Degree of hazard present is determined by the unauthorized water-use - local authority having jurisdiction. The main valve body shall be manufactured from Maybe installed horizontal or vertical 300 Series stainless steel to provide corrosion resistance, 100% lead free through the "flow up" position waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be Internally loaded and provide a positive drip tight closure against reverse-flow. Cam-check includes a stainless steel cam arm and spring rubber l'esed disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method Is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-boll coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con-sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have a single access cover, two_ Independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl5 Flange dimension in accordance with AWWA Class D. Noryle is a registered trademark of General Electric Company. - - Available Models - Suffix: LG - less shutoff valves —OSY - UL/FM outside stem and yoke - resilient seated gate valves OSY FoG -flanged inlet gate connection and grooved outlet gate connection 'OSY GxF - grooved inlet gate connection and flanged outlet gate connec-tion OSY GxG - grooved Inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter - Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* Consult factory for dimensions Job Name .._ . Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative M,00 product apecificaLKm in U.S. customary tats are meSic are aptosnata and are pirvidea for ralaence mit 1-or precee measurements, please conlar.l daSs Teclmcal Service. Miss receives The ilit to thanga or rflOdiIy pmduct d8S Gorefruclon, specifications, malecale wililOsit pru relics and wittt ecunsi any oolipaten to nsike auth changes Ord mnail,rvtdns on Ames pseducle previously or siesequentty said, www.amesfirewater.com H------- A 615 91) 179 19 (47 4 53 (2 1)8 17. 05/25/2806 02:34 8059332846 Pressure - Temperature Temperature Range: 33°F - 110°F (5CC - 43°C) Maximum Working Pressure: 175p1 (12.06 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1460, 1996. * Rated flow *tJL Tested spa P6 4" (100mm) 21 1 0 501(0150260280300350400450.530550600650700750g7m 177 380 570 760 550 1140 1330 15211 1170 19M 2090 2280 2470 289020901111u S 95 IS In: - - .5 3 4.5 *793 ROY LEE DESIGN PAGE 18 Standards AWINA C510-92, UL 1469 Approvals For 12 approvals consult factory. FM 1048 (sizes 21Is"-10", (OSY Only) OSY Only) SP3 98 6" (150mm) ** 1(8,1591 12 41 11 21 9 100 1748 3171) 4159 3021 51'.) 738 554 IN1497 901) .2)0 1300 1440 1595 m 78) 790 1147 97797 1780 22)0 21)50 7147 9.1.99 7018 457 45)5 4540 5320 07)5 10 5 10 Iri 8" (200111111) - 82 1 41 17 250 100 71)3 1(93) 12749 1799 2091) 22091 25)0 911I 030 17)9 2030 2)07 4,750 5119 51)52 55990 4.157 fmo 9957 5 199 15 Ips 45 4.11 lips— 10' (250mm) * ** 256 5911 —7811 1000 129 1507 19, (7,1(9 7212 5740 341)0 3000 9ct 1150 9790 2050 30(4)0 4791. 5700 59197 (950(1.574 8)3811490153)5991i1 11 18 In is 3 On 12" (300mm) 99 506 11385 1500 2000 ,1l, 29(i1 2530 4050 491)0 gi 19950 2247 5790 7559 '9: '4)0 13)0(4 152W 17100 om 5 195 1.5 3 mps /197 21h 7157 65 A in. 37 urn 965 C S) 2,. rnn 16Ia 416 P fr 3/2 771)0 89 C M. 10 I 1(977 250 L in. _i 97701 P 1)91 121/2 419. 31_..[.5,5..Z0_ I 199(35596 it. 1199. 74/9 GoWo 9111 ka 68 31 3 80 38 965 18/a 479 33/4 95 10 250 22 559 13 330 1 210 104 70 32 _1 40 1016 30/0 2L4......1L. '765 _ _flj JO 250 22 559 14/ 3 .......2Q109 ....3~0L. - '177 j 73 120 33 54 6 150 48½ 1232 5/2 140 15 381 27/s 699 15/o 394 8 200 52'/2 11134 373/4 959 63/. 171 15 381 29'/o 749 181/o 484 72 259J 180 82 10 250 551/2 1410 45.JJ_LJ__.l_ J5 381 1_291/2 749 19112 _4...74 11J44 414 J 100 220 86 - 100 12 300 57'S 1461 53'/s 1349 J P'S 241 15 381 29½ i4$L.2l 5.33 A IMMFMANP Inquire with governing authorities for local installation ,equlrements. AMES • P9001 A Division of Watts Regulator Company www.amesfirewater.cnm -IFlD 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 918-928-0123 • Fax: 916-928-9333 ES-A-3000SS 0513 ©Ames Co. 2005