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HomeMy WebLinkAbout4527 COVE DR; ; AS050159City of Carlsbad Sprinkler Permit Permit No: AS050159 Job Address: 4527 COVE DR Status: ISSUED Permit Type: SPRINK Applied 7/26/2005 Parcel No: 2071509300 Approved: 8/1/2005 Lot #: 0 Reference No.: Issued: 8/1/2005 PC #: Inspector: Project Title: VILLAS AT THE COVE DUPLEX FIRE SPRINKLER INSPECTIONS FOR DUPLEX Applicant: SEXTON FIRE PROTECTION 5044 GLEN ST 619-303-4848 Owner: J J L ENTERPRISES C/O JIM LEVY 234 E COLORADO BLVD #505 PASADENA CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 330 0 330 0 06/26/2005 02:"49 8059332846 ROY LEE DESIGN PAGE 81 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULIS 2.5 - SUBMITTAL. ENGINEERS ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, dA 93060. Date: 06-27-2005 File: VCDUP1S.. JOB : VILLAS AT THE COVE .- DUPLEX .1 B-2 HDS AT 16 X 16 STATIC : 86.0 Psi RESIDUAL : 74.0 Psi FLOW : 33 Gpm SPRINKLER MANUF : RELIABLE MODEL : CCP49 MIN SPR FLOW : 14.0 Gpm MIN SPR PRES 8.2 Psi Page 1 NODE ELEVATION NO. Feet K- FACTOR PRESSURE Psi 2 0.0 31.6 3 0.0 . . 29.6 4 . 2.0 . 28.4 5 10.0 23.0 6 10.0 21.6 7 . 10.0 20.5 8 10.0 : . 19.9 9 . . 20.0 . 10.4 10 20.0 4.90 8.5 11 20.0 8.5 12 20.0 4.90 . 8.1 1 0.0 SOURCE 55.1 AREA PER SPRINKLER : 256 Sq Ft TOTAL DESIGN AREA : 512 Sq Ft REQUIRED DENSITY : 0.05 Gpm/Sq Ft COMPUTED DENSITY : 0.05 Gpm/Sq Ft TOTAL SPRINKLER FLOW : . .28.3 Gpm TOTAL DOMESTIC FLOW : 5.0 Gpm TOTAL WATER REQUIRED : 33.3 Gpm TOTAL SPRINKLER PRESS : . 39.1 pj; WATER METER LOSS : 16.0 Psi at Sou: VALVE FIXED LOSS : 0.0 Psi SUPPLY PRESS AVAILABLE : 73.8 Psi DEMAND PRESS REQUIRED : 55.1 Psi PRESSURE CUSHION : 18.7 Psi 3 LIZ14 .L. L'I%JVj V .J.l..J¼j.LJ. i I £ • DISCHARGE Gpm 5.0 DOM FILE COPY 14.3 . . 34vvED Od 77W APPROVED AS NOTED E NOT APPROVED, RESUBMIT CHECKING IS ONLY FOR COFORMAN DESIGN AflTH THE COICEPT F THE PiOECT PNO COKWIIANCE WITH THE lHFOHIPJ1ON GIVEN IN THE CONTRACT CONTRAGTOR IS RESPONSIBLE FOR OUENSIONS TO BE CONFIRMED AND CORRELATED AT THE JOB SITE AND FOR COORDINATION- OF THE :ce WORK OF ALL TRADES. Copyright(1995) by Hydronics Engineering 119 Fremont B1, 'Suite 609 FrAmnnF. ('.; - Q4 ILE 30.0 Pt 31.6 Pt 31.6 0.0 C= 150 Pe 0.0 Pv -1.1 30.0 0.2469 Pf 7.4 Pn 30.5 Pt 39.1 ---------------------------- 70.0 Pt 31.6 Pt 31.6 4.0 C= 150 Pe .0.0 Pv -0.2 74.0 0.0274 Pf 2.0 Pn 31.4 Pt 29.6 ---------------------- 2.0 Pt 29,6 Pt 29.6 6.0 C= 150 Pe .0.9 Pv -0.2 8..0 0.0380 Pf 0.3 Pn 29.4 Pt 28.4 8.0 ------------------------------ Pt 28.4 Pt 28.4 4..0 C= 150 Pe .3.5 Pv -0.7 2.0 0.1587 Pf 1.9 Pn 27.7 Pt 23.0 4.0 Pt 23.0 Pt 23.0 7.0 C= .150 Pe 0.0 Pv, -0.6 1.0 0.1289 Pf 1.4 Pn 22.4 Pt 21.6 0.0 Pt 21.6 Pt 21.6 0.0 C= 150 Pe 0.0 Pv -0.1 0.0 0.0137 Pf 1.1 Pn 21.6 Pt 20.5 8.0 • Pt 20.5 Pt -20.5 Co C= 150 Pe 0.0 Pv -0.1 2.0 0.0137 Pf 0.6 Pn 20.5 Pt 19.9 2.0 • Pt 21.6 Pt 21.6 3.0 C= 150 Pe 0.0 Pv -0.3 5.0 0.0670 Pf 1.7 Pn 21.3. Pt 19.9 0.0 Pt 19.9 Pt 19.9. 0.0 C= 150 Pe 4.3 Pit -0.6 0.0 0.1289 -Pf 5.2 Pn 19.3 • Pt 10.4 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 02 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULIcS 2.5 - SUBMITTAL. Page 2 ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula,.ctA 93060. Date: 06-27-2005 File:VCDtJP1S JOB.: PIPE BEG FLOW K-FACTOR NO. Gpm FITTING TYPE END ------------------------------ DIAMETER 2 q= 0.0 K= 0.00 L= 1 Q= 33.3 F= F= Vel= 12.9 D= 1.025 TL= 1• C-FACTOR PRESSURE FR- LOSS Psi (Psi/Pt) 2 q= 0.0 K= 0.00 L= 2 Q= 33.3 F=L F= • Vel= 5.2 D= 1.610 TL= 3 . • 3 q= 0.0 K= 0.00 L= 3 Q= 33:3 F=LG. • Vel= 6.0 D= 1.505 TL= 4 4 q= 5.0 K= 0.00 L= 4 Q= 28.3 F=2C2R Vel= 10.4D= 1.055 TL= 5 5 q= 0.0 K= 0.00 L= 5 Q= 28.3 F=L F= Vel= 9.5 D= 1.101 PL= • 6 6 q= 0.0 K= 0.00 L= 6 Q= 8.4 F=B3L4R F= Vel= 2.8 D= 1.101 TL= 7 7 q= ------------------------------------------ 0.0 K= 0.00 L= 7 Q= 8.4 F=BL2R F= 11 Vel= 2.8 D= 1.101 TL= 8 6 q= 0.0 K= 0.00 L= 1. 8 Q= 19.8 F=3R F= Vel= 6.7 D= 1.101 TL= 8 ------------------------------------------ 8 q= 0.0 K= 0.00 L= 9 Q= 28.3 F=B2LR F= Vel= 9.5 D= 1.101 TL=. 9 11 10 9 q= 14.3 K= .4.90 L= Q= 17.5 F=BL2R . Vel= 5.9 D= 1 . 101 TL= .10 10 q- 14.3 I= 4.90 L= Q= 3.3 F=R Vel= 1.1 D= 1.101 TL= 11 9 q= 0.0 K= 0.00 L= 12 Q= 10.7 F=2LBBR F= Vel= 3.6 D= 1.101 TL= 11 11 . g= ------------------------------------------ 14.0 K= 4.90 L= 13 Q= 14.0 F=B Vel= 4.7 D= 1.101 TL= 12 PAGE @3 06/26/2005 02:49 8059332845 ROY LEE DESIGN HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAUI ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, Date: 06-27-2005 File: VCDUP1S JOB.: pjp iiic FLOW K-FACTOR LJNGTH C-FACTOR PRESSURE NO. Gpm.. FITTING TYPE IFTG FR- LOSS Psi END DIAMETER !OTAL (Psi/Ft) 2.5 - SUBMITTAL. 93060. Page 3 22.0 Pt 10.4 Pt 10.4 14.0 C= 150 Pe 0.0 Pv -0.2 36.0 0.0533 Pf 1.9-Pn 10.2 Pt 8.5 5.0 . Pt 8.5 Pt 8.5. 1.0. C=150 Pe 0.0 Pv -0.0 6.0 0.0024 Pf 0.0 Pn 8.5 Pt 8.5 3.0 Pt 10,4 Pt 10.4 7.0 C= 150 Pe 0.0 Pv -0.1 0.0 0.0215 Pf 1.9 Pn 10.3 Pt 8.5 4.0 Pt 8.5 Pt 8.5 5.:0 C= 150 Pe 0.0 Pv -0.1 9.:0 0.0351 Pf 0.3 Pn 8.3 Pt 8.1 -- ---------- ----------------- Meter = 16.0 ---------------------- 7 ----------- 7 ------- L ------------------ 7 ----------- ------------------ ------------ E=>45-E1b L=>90-Elb B='TeeBchR=>TeeRun C= CóuPlg S=>SwgChk G=>GatVlv 06/26/2005 02:49 8059332846 ROY LEE DESIGN HYDRONICS :.FIRE SPRINKLER F (DRAULIC GRAPH PSI 100~ 90+ -X Static 80+ X XResid 70+ PAGE 04 60 + :.. Spr Sys 50 + 40 + 30 + 20 + 10•i- Elev Loss 0 ------------------------ ----+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW-(GPM) JOB : VILLAS AT THE COVE - DUPLEX 1 B-2 HDLI AT 16 X 16 X.- Water Supply Curve * - Wat r Demand Curve Static : 86.0 Psi Avail Pess 73.8 Psi @ 33.3 Gpm 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 05 HYDRQNICS: RESIDENTIAL FIRE SPRINKLER HYDRAULI S 2.5 - SUBMITTAL. ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, A 93060. Date: 06-27-2005 File: VCDTJP1N JOB: VILLAS AT THE COVE - DUPLEX .1 A-2 liDS AT 16.X 16 STATIC : 86.0 Psi RESIDUAL : 74.0 psi FLOW SPRINKLER MANUF RELIABLE MODEL : CCP49 MIN SPR FLOW : 14.0 Gpm MIN SPR PRES 11' 8.2 Psi 33 Gpm Page 1 NODE NO. 2 3 4 5 6 7 8 9. 10 11 12 1 0.0 0.0 2.0 10.0 10.0 10.0 10.0 20.0 20.0 20.0 20.0 0.0 4.90 4.. 90 SOURCE 30.0 28.0 26.8 21.5 19.9 18.3 18.1 55 8.3 8.4 8.1 53.4 5.0 DOM 14.1 14.0 33.1 ELEVATION K- PRESSURE DISCHARGE Feet FACTOR Psi Gpm 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 2 256 SqFt. 512 SqFt 0.05 Gpmfsq Ft 0.05 .Gpm/Sq Ft 28.1 Gpm 5.0 Gpm 33.1 Gpm 37.4 psi 16.0 Psi at Sou 0.0 Psi 73.9 Psi 53.4 Psi 20.5 Psi 3 Copyright( 1995) by Hydronics Engineering 119 Fremont Bi, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY : 12.9 F/S FGTH C-FACTOR PRESSURE 'TG FR- LOSS Psi TAL (Psi/Ft) ------------ Pt 30.0 Pt 30.0 0.0 C= 150 Pe 0.0 Pv -1.1. 0.0 0.2449 Pf 7.3 Pn 28.9 Pt 37.4 ------------------------ 0.0 Pt 30.0 Pt 30.0 4.0 C= 150 Pe 0.0 Pv -0.2 4.,0 0.0272 Pf 2.0 Pn 29.9 Pt 28.0 2.0 Pt 25.0 Pt 28.0 6.0 C= 150 Pe 0.9 Pv -0.2 8.0 0.0377 Pf 0.3 Pn 27.8 Pt 26.8 8.0 Pt 26.8 Pt 26.8 4.0 C= 150 Pe 3.5 Pv -0.7 2.0 0.1571 Pf 1.9 Pn 26.1. Pt 21.5 5.0 . Pt 21.5 Pt 21.5 7.0 C= 150 Pe 0.0 Pv -0.6 2.0 0.1276 Pf 1.5 Pn 20.9 Pt 19.9 0.0 Pt 19.9 Pt 19.9 5.0 C= 150 Pe 0.0 Pv -0.1 5.0 0.0167 Pf 1.6 Pn 19.9 Pt 18.3 9.0 Pt 18.3 Pt -18.3 8.0 .C= 150 Pe 0.0 Pv -0.1 7.0 0.0167 Pf 0.3 Pn 18.3 Pt 18.1 8.0 . Pt 19.9 Pt 19.9 3.0 C= 150 Pe 0.0 Pv -0.3 1.0 0.0603 Pf 1.9 Pn 19.7 Pt 18.1 6.0 . . Pt 18.1 Pt 18.1 5.0 C= 150 Pe 4.3 Pv -0.6 1.0 0.1276 Pf 5.2Pn 17.5 Pt 8.5 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 06 2.5 - SUBMITTAL. Page 2 2 3 5 6 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULI ENGINEERS : ROY LEE (805) 93372444. ADDRESS : 812 Railroad Avenue, Santa Paula, Date: 06-27-2005'. File: VCDIJP1N.:• JOB.: •. . . . PIPE BEG FLOW K-FACTOR L NO... . Gpm FITTING TYPE END DIAMETER 2 q= 0.0 K=. 0.00 L= 1 Q= 33.1 F= . Vel= 12.9 D= 1.025 TL= 1 93060. 3 3 2 q= 0.0 K= 0.00 L= Q= 33.1 F=L F= Vel= 5.2 D= 1.610 TT1= q= 0.0 K= 0.00 L= Q= 33.1 F-LG F= Vel= 6.0 D= 1.505 TL= Fil 4 q= 5.0 K= 0.00 L= .Q= 28.1 F=2C2R F= Vel= 10.3 D= 1.055 TL= 5 5 q= 0..0 K= 0.00 L= Q= 28.1 F=L F= Vel= 9.5 D= 1..101 TL= 6 7 q= Q= Vel= 0.0 9.4 3.2 K= 0.00 F=B2L6R D= 1.101 L= F= TL= 7 q= 0.0 K= 0.00 .L= Q= 9.4 F=LR Vel= . 3.2 D= 1.101 TL= 8 6 . q= ------------------------------------------ 0.0 K= 0.00 L= Q= 18.7 F=3R F= Vel= 6.3 D= 1.101 TL= 8 -------- --------- - 8 . q= 0.0 K= 0.00 L= 9 Q= 25.1 F=2LR Vel= 9.5 D= 1.101 TL= 9 C-FACTOR PRESSURE FR- LOSS Psi (Psi/Ft) ------------------- 4..O Pt .5 Pt 8.5 1.0 C= 150 Pe 0.0 Pv -0.1 5..0 0.0267 Pf 0.1Pn 8.4 Pt 8.3 8.0 ------------- Pt 8.3 Pt 8.3 2.:0 c= 150 Pe 0.0 Pv -0.0 0.0 0.0010 Pf 0.1Pn 8.3 Pt 8.4 3.0 Pt 8.5 Pt 8.5 8.:0 C= 150 Pe 0.0 Pv -0.0 1.0 0.0010 Pf 0.1 Pn 8.5 Pt 8.4 4.0 Pt 8.5 Pt 8.5 5. C= 150 Pe 0.0Pv -0.1 9. .0 0.0350 Pf 0.3 Pn 8.3 Pt 8.1 Meter = 16.0. >)> Pt 53.4 CouPig S.=>SwgChk G=>GatVlv 06/26/2885 02:49 8059332846 ROY LEE DESIGN PAGE 87 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAUL ENGINEERS :.ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, Date: 06-27-2005 File: VCDtJP1N JOB: PIPE BEG FLOW K-FACTOR NO. Gpm FITTING TYPE END DIAMETER 9 q= 14.1 K= 4.90 L= 10 . Q= 12.1 F=R Vel= 4.1 D= 1.101 TL= 10 10 q= 14.1 K= .4.90 L= 11 Q= 2.1 F=B7R F= Vél= 0.7 D= 1.101 TL= 11 9 q= 0.0 K= 0.00 L= 12 Q= 2.1 F=2L4R F= Vel= 0.7 D= 1.101 TL= 11 . 9 q= 140 K= 4.90 L= 13 . Q= 14.0 F=B Vel= 4.7 D= 1.101 TL= 12 1 Q= 33.1 SOURC] ------------------------------------------ E=>45-Elb L=>90-Elb B=>TeeBoh R=>TeeRun C= 2.5 - SUBMITTAL. Page 3 93060. 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 08 HYDRONICS : FIRE SPRINKLER GRAPH .PSI 100• + 90+ X Static x 80+ X x X Resid 70+ 60+ *SprSys 50+ 40 + 30+ 20~ 10+ * Elev Loss --------------------+-------+-------- 0 200 300 400 500 600 700 1.85 FLOW-(GPM) JOB : VILLAS AT THE COVE - DUPLEX 1 A-2 HD X - Water Supply Curve * - WatE Static : 86.0 Psi Avail Th --4-------------+------------+ 800 • 900 1000 AT 16X 16 .r emand Curve tess 73.9 Psi @ 33.1 Gpm 06/26/2005 02:49 8059332846. ROY LEE DESIGN - PAGE 09 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. Page ENGINEERS : ROY LEE (805) 933-2444. ADDRESS 812 Railroad Avenue, Santa Paula, A 93060. Date: 06-27-2005 File: VCDUP2S I JOB: VILLAS AT THE COVE •- DUPLEX 2 B-2 HDS AT16X 16 STATIC : 86.0 Psi RESIDUAL : 74.0 Psi 'LOW : 33 Gom 1 SPRINKLER MANUF : RELIABLE MIN SPR FLOW .: 14.0 Gpm NODE . ELEVATION NO. Feet 2 0.0 3: 0.0 2.0 .5 10.0 6 10.0 7 10.0 8.. 10.0 .9 20.0 .10 20.0 11 20.0 1 0.'0 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 MODEL : CCP49 MIN SPR PRES K- PRESSURE FACTOR Psi ------------- 37.7 35.4 34.3 28.9 22.0 20.7 20.1 - 10.4 4.90 8.2 4.90 . 8.1 SOURCE 61.0 12.8 Ia/S 8.2 Psi 'DISCHARGE Gpm 5.0 DOM. 14.0 140 33.0 ce Copyright(1995) by WH'dronics Engineering 11 Fremont Bi, Suite 609 Fremont, Ca., 94555 : 2 256 SqFt :. 512 SqFt 0.05 Gpm/Sq Ft .0.05 Gpm/Sq Ft 28.0 Gpm .5.0 Gpm 33.0 Gpm 45.0. '-.Psi 16.0 Psi at Sou 0.0 Psi 74.0. Psi 61.0 Psi 13.0 Psi . 3 q= --------------- 0.0 K= 0.00 L= j6. Q= 28.0 F=2L2R F= 116. Vel= 9.4 b= 1.101 TL 42. Pt 20.1 Pt 20.1 C= 150 Pe 4.3 Pv -0.6 0.1267 Pf 5.3 Pn 19.5 Pt 10.4 06/26/2005 02:49 8059332846 . ROY LEE DESIGN PAGE 10 HYDRONICS: RESIDENTIAL FIRE SPRINKLERHYDRAULIC; .5 - SUBMITTAL. Page 2 ENGINEERS : ROY LEE (805) 933-2444 . ADDRESS : 812 Railroad Avenue, Santa Paula, M 93060. Date: 06-27-2005 File: VCDUP2.S . JOB: . .. . . PIPE BEG FLOW . K-FACTOR N0 Gprn FITTING TYPE END . DIAMETER 2 --------------------------------- q= 0.0 K= .0.00 L= 1 Q= 33.0 F=. F= . . Vel= 12.8 D= 1.025 TL 1 2. q= 0.0 K= 0.00 L= 2 . Q= 33.0 F=3L F= Vel= 5.2'D= 1.610 TL= 3 ... 3 . 0.0 Ic= 0.00 L= 3 . Q= 33.0 F=LG • Vel= . 5.9 D= 1.505 TL= 4 . 4 q= 5.0 K= 0.00 L= 4 . . Q= 28-.0 F=2C2R F= Vel=. 10.3 D= 1.055 TL= 6 q= 0.0 K= 0.00 L= Q= 14.1 F=3R Vel= 4.8 D=.1..101 TL= 7 . . ... 7 . q= 0.0 K= 000 L= Q= 14.1F=LR F= Vel= .4.8 D= 1.101 TL= • 0.0 ---------------------- K= 0.00 1= Q= 13.9.F=2B3R F= Vel= 4.7 D= 1.101 TL= GTH C-FACTOR PRESSURE TO FR- LOSS Psi PAL (Psi/Ft) 0.O . Pt 37.7 Pt 37.7 0.iO C= 150 . Pe 0.0 Pv -1.1 0.0 0.2433 Pf 7.3 Pn 36.6 Pt 45.0 Pt 37.7 Pt 37.7 2.0 C= 150 Pe 0.0 Pv -0.2 2i.0 0.0270 Pf 2.2 Pn 37.5 Pt 35.4 2 20 Pt 35.4 Pt 35.4 6.0 C= 150 Pe 0.9 Pv -0.2 8.10 0.0375 Pf 0.3 Pn 35.2 ----------------------- Pt 34.3 Pt 34.3 Pt 34.3 Pe 3.5 Pv -0.7 Pf 1.9 Pn. 33.6 Pt 28.9 Pt ----------------- 28.9 Pt 28.9 Pe 0.0 Pv -0.6 Pf 6.8 Pn 28.3 Pt 22.0 Pt .22.0 Pt 22.0 3.b C= 150 Pe 0.0 Pv -0.2 6.0 0.0358 Pf 1.3 Pn 21.9 Pt 20.7 9.0 Pt ------------------------ 20.7 Pt -20.7 80 C= 150 Pe 0.0 Pv -0.2 7.0 0.0358 Pf 0.6 Pn 20.6 Pt 20.1 ---------------------- Pt 22.0 Pt 22.0 C= 150. Pe 0.0 Pv -0.1 5. 0.0345 Pf 1.9 Pn 21.9 Pt 20.1 LE 5 6 7.. 8 9 6 8 8 9 8.0 4.0 C= 150 2.0 0.1560 5 5 q= 0.0K= 0.00 L= Q= 28.0 F=LB3R . Vel= 9.4 D= 1.101 TL= 44.0 C= 150 0.1267 GTH C-FACTOR PRESSURE 'Td FR-'LOSS Psi T2L (Psi/Ft) 410 Pt 10.4 Pt 10.4 4)0 C= 150 Pe 0.0 Pv -0.3 8J0. 0.0590 Pf 2.2 Pn 10.2 Pt 8.2 5.0 Pt 8.2 Pt 8.2 iJO C= 150 Pe 0.0 Pv -0.0 .10 0.0043 Pf 0.0 Pn 8.2 Pt 8.1 -------------------- 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 11 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULIC;. 2.5 - SUBMITTAL. Page 3 ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, c 93060. Date: 06-27-2005 File: VCDUP2S JOB:. PIPE BEG FLOW."K-FACTOR L NO. Gpm FITTING TYPE END DIAMETER 9 q= 14.0 K= 4.90 L= 10 Q= 18.5 F=BL2R Vel= 6.2D= 1.101 TL= 10 10 ------------------------------------------ g= 14.0 K= 4.90 L= 11 Q= 4.5 F=R Vel= 1.5 D= 1.101 TL= 11 -------------------------------------- 9 q= 14.0 K= 4.90 L= 12 Q= 9.5 F=BL8R F= Vel= 3.2 D= 1.101 TL= 11 1 4 !0 4.0 Pt 10.4 Pt 10.4 0.10 .C= 150 Pe 0.0 Pv -0.1 1 4.0 0.0171 Pf 2.3 Pn 10.4 Pt 8.1 Meter = 16.0 .1 Q= 33.0 SOURC Pt 61.0 E45-E1b L=90-E1b B=>TeeBch R=>TeeRun C= CciP1g S=>SwgChk G=>GatVlv 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 12 HYDRONICS : FIRE SPRINKLER. C GRAPH PSI 100 + 90+ X Static x . 80+ X Resid 70+ 60 +* Spr Sys 50+ 40 + 30 + 20 + 10 +. * Elev Loss 0 ++--+---+----+------+-------.+-------- 0 200 300 400 500 600 700 -+----------1-------------+ 800 900 1000 1.85 I FLOW-(GPM) JOB : VILLAS AT THE COVE - DUPLEX 2 B-2 HD AT 16 X 16 X - Water Supply Curve * - Wat r Demand Curve Static : 86.0 Psi Avail Pess 74.0 Psi @ 33.0 Gpm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. ENGINEERS : ROY LEE (805) 933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, Clk Date: 06-27-2005 'File: VCPUP2N : It JOB : VILLAS AT THE COVE - DUPLEX 2 A-2 HDS AT 6 'X 16 :STATIc : 86.0 Psi RESIDUAL.: 14.0 Psi LOW SPRINKLER MANUF : RELIABLE 'MODEL : CCP49 MIN.SPR FLOW : 14.0 Gpm MIN SPR PRES : 8.2 Psi 33 Gpm Page 1 06/26/2005 62:49 8659332846 ROY LEE DESIGN PAGE 13 NODE NO.' . ELEVATION Feet K- : FACTOR PRESSURE Psi 2 0.0 . . . 34.7 0.0 . 32.4. 4 . 2.0' .31.3 .5 10.0 25.9 6 10.0 . 20.4 7 10.0 19.5 8. 10.0 . 19.0 9 20.0 10.5 10 20.0 8.5 11. . . 20.0 8.5 12 20.0 4.90. .8.2 13 20.0 4.90 8.2 1 0.0 SOURCE 58.1 .DISCHARGE Gpm 5.0 DOM 14.0 14.0 33.0 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 2 256 Sq Ft 512 SqFt 0.05 Gpm/Sq Ft 0.05 Gpm/Sq Ft 28.0 Gpm 5.0 Gpm 33.0 .Gpm. 42. 1. Psi 16.0 'Psi at Sou 0.0 Psi : 74.0 Psi 58.1 Psi 15.9 Psi 3 ce Copyright(1995) by . Hydronics Engineering 119 Fremont Bi, Suite 609 Fremont,-Ca.., 94555 MAXIMUM VELOCITY : '12.8. F/S GTH C-FACTOR PRESSURE TG FR- LOSS Psi. 'PAL (Psi/Ft) 0.0 Pt 34.7 Pt 34.7 0.0 C= 150 Pe 0.0 Pv -1.1 0..0 0.2437 Pf 7.3 Pn 33.6 ------------------------------ Pt 42.1 5.0 . Pt 34.7 Pt 34.7 8.0 C= 150 Pe 0.0 Pv -0.2 3.0 0.0270 Pf 2.2 Pn 34.5 Pt 32.4 ---------------------------- 2.0 Pt 32.4 Pt 32..4 6.0 C= 150 Pe 0.9 Pv -0.2 8.0 0.0375 Pf 0.3 Pn 32.2 Pt 31.3 ------------------------------ 5..0 Pt 31.3 Pt 31.3 4.0 C= 150 Pe 3.5 Pv -0.7 2.0 0.1563 Pf 1.9 Pn 30.6 Pt 25.9 Pt 25.9 Pt . 25.9 6.0 C= 150 Pe 0.0 Pv -0.6 ;3.0 0.1269 Pf 5.5 Pn 25.3 Pt 20.4 7.0 Pt 20.4 Pt 20.4 2.0 C= 150 Pe 0.0 Pv -0.1 9.0 0.0191 Pf 0.9Pn 20.4 Pt 19.5 6.0 Pt 19.5 Pt -19.5 8.0 C= 150 Pe 0.0 Pv -0.1 4.0 0.0191 Pf 0.5 Pn 19.4 Pt 19.0 ------------------------- 1.0 Pt 20.4 Pt 20.4 4.0 C= 150 Pe 0.0 Pv -0.2 5.0 0.0557 Pf 1.4 Pn 202 Pt 19.0 9.0 • Pt 19.0 Pt 19.0 4.0 C= 150 Pe 4.3 Pv -0.6 3.0 0.1269 Pf 4.2 Pn 18..4 . Pt 10.5 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 14 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULIC ENGINEERS : ROY LEE (805)-933-2444. ADDRESS : 812 Railroad Avenue, Santa Paula, C Date: 06-27-2005 File: VCDUP2N JOB: PIPE BEG FLOW K-FACTOR LE NO.. Gpm FITTING TYPE END ------------------------------- DIAMETER 'I 0 : --7 ________ 1 . Q= 33.0 F= Vel= 12.8 D= 1.025 TL= ------------------------------------------ 2 q= 0.0 K= 0.00 L= 2 . Q= 33.0 F=2L Vel= 5.2 D= 1.610 TL= .3 • . 3 . q= 0.0 K= . 0.00 L= 3 Q= 33.0 F=LG Vel= 6.0 D= 1.505 TL= 4 4 q= 5.0 K=. 0.00 L= 4 . Q= 28.0 F=2C2R Vel= 10.3 D= 1.055 TL= 5 . ------------------------------------------ 5 q= 0.0 K= 0.00 L= 5 . Q= 28.0 F=2L2R Vel= :94 D= 1.101 TL= 6 -------------------------------- 6 q= 0.0 K= 0.00 L= 6 Q= 10.1 F=L5R F= Vel= 3.4 D= 1.101.. TL= 7 7 q= ------------------------------------------ 0.0K= 0.00 L= 7 . Q= 10.1 F=LR F= Vel= 3.4 D= 1.101 TL= 8 6 q= 0.0K= 0.00 L= 8 Q= 18.0 F=4R F= Vel= 6.0 b= 1.101 TL= 8 -------------------------------------- 8 q= 0.0 K= 0.00 L= 9 Q= 28.0 F=2L F= Vel= 9.4 D= 1.101 TL= ----------------------------------------- 2.5 - SUBMITTAL. Page 2 93060. 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 15 HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.5 - SUBMITTAL. ENGINEERS.: ROY LEE (805) 933-2444; ADDRESS : 812 Railroad Avenue, Santa Paula., C .93060. Date: 06-2.7-2.005 File: VCDUP2N . . .. JOB: . Page 3 PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. GPM FITTING TYPE 'TG FR- LOSS. Psi. END . DIAMETER TTAL (Psi/Pt) 9 . q= 0.0 K= 0.00 L= 1..0 14.0 Pt 10.5 Pt 10.5 10 Q= 11.2 F=2LB5R F= C= 150 Pe 0.0 Pv -0.1 Vel= 3.8•D= i;ioi TL= 38.0 0.0234 Pf 2.0 Pn 10.4 10 .. . . . .. . Pt 8.5 10 q= 0.0 K= 0.00 L= Pt 8.5 Pt 8.5 1.1 . . Q= 2.8 F=3R F= . 3.0 C= 150 Pe 0.0 Pv -0.0 Vel= 0.9 D= 1.101 TL= 2.0 0.0018 Pf 0.0 Pn 8.5 11. . Pt 8.5 9 q= 0.0 K= 0.00 L= bi.o Pt 10.5 Pt 10.5 12 Q=. 16.8 F=B4R F= 9.0 C= 150 Pc 0.0 Pv -0.2 Vel= 5.7 D= 1.101 TL= 0.0 0.0492 Pf 2.0 Pn 10.3 11 . . Pt 8.5 14.0 K= 4.90 -Pt 6.5 Pt 8.5 13 . Q= 14.0 F=B F= :5.0 C= 150 Pe 0.0 Pv -0.1 Vel= .4,7 P=.1.101 TL= .9.0 0.0352 Pf 0.3 Pn 8.3 12 . . Pt 8.2 11 q= 14.0 K= 4.90 L= 4..0 Pt 8.5 Pt 8.5 14 . . . Q= 14.0 F=B . F= -----4O 5.0 C= 150 Pc 0.0 Pv -0.2 Vel= 4.7 D= 1.101 TL= 9.0 0.0353 Pf 0.3 Pn 8.4 13 . . . Pt 8.2 Meter = 16.0 1 Q= 33.0 . SouRc:• Pt 58.1 E=>45-Elb L=90-EJ,b B=TeeBch•R=>TeeRun C= CouPig S=>swgChk G=>GatVl 05/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 16 HYDRONICS : FIRE SPRINKLER IC GRAPH PSI 100 •i- 90+ X Static X .80 + X x X Resid 70 + 60 + * Spr Sys 50 + 40 + 30 + 20 + 10 + * Elev Loss 0 --+-.---+------+-------+-------- 0 200 300 400 500 600 700 1.85 FLOW-(GPM) JOB VILLAS AT THE COVE - DUPLEX 2 A-2 HD X - Water Supply Curve . - Wat Static : 86.0 psi Avail P -+----------+------------+ 800 900 1000 AT 16 X 16 Demand Curve ss 74.0 Psi @ 33.0 Gpm 19 Res44. ResedH 1 W..:.;. F1Reó40':.., RecesSed HSWE2 06/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 17 IdefltiaI Sprinklers Slopd Ceilings UIdalInes for Listid ResidE 151 Spunkier. risiil(stlofls below Sloped Ceilings he Installation guldelifles cover . lesidentlel Sprinkler Models:. I: Has 49 Pendent . . . . i' Rae 49 Recessed Pendent/FI. 1 Res 44HSW .•... __ 1.Res4.Recessed•HSWIF2. 1Rá40H8W ....... __ 1 Res 40 Recessed HOW F2 1 Rae 49 COP LPO.43 Not Concealed :. . . Jistingio & Approvals UstábvUnderwdtersLaboratories.Inc,and. ..• ..[ ••'• ULCertffled for Canada (oULus) .. . :. NYC MEA 288-937-E-'F144 11L. Lr1nig Catego esidal Automatic Sprinkler .• . : .' .. . :, ___ Number , :. ••' •.. ______ KKW . ,••,.•. ': . • _ 'atente: U$ Patent number 8,5162893 Aodel Fl Res 49 ii Res 40 49. Descrlptlon,for Fl Roe 8prinl4ers Model Fl Roe Pendant sptlhlders are fast respOnse' prinklers combining exceflent durability, high: ensttMty glass-bulb and 'low profile. decorative Ies1gr.. . The F1 Res Horizontal Sidewall Sprinklers e'.8qL ally attractive when 'above 'ceffing piping . ....... . Thi3mm glassbUlb P.Ohdant sprinki rs..With a K actor of 4.9 for ' pendent . add .4.4.for:hollzontal. idewall, permit the efficient use of residential Watr' uppfles for sprinkler coverage in residential tire: 'roteCtiOn design. .. . . . . . The low flow Fl Roe sprinklers are specially ngineered for fast thermal response. to meet the. ensMve fire protection aPplication needs Of the.: dest 'residential rflarket...standards. (UL 1828 andardi. Upon fire conditions, rleing;hoatcaUses sprinldV heat-sensitive . glees-bulb to . hatter,.: 31oasin9- the waterway foi water low onto the leftector, evenly distrIbuting the discharged watör to ontriafire. . hi Reliable Automatic Sprinkler Co.,1nc.1 525 North Mi vv,= 1*49-COPM, ..:. will ve date Jüiy12,2002 . . stan Parkway, Mount Vernon, New York 101 1 P&z_ 0t,mm P6/26/2005 02:49 8059332846 ROY LEE DESIGN PAGE 18 odd Fl Res .49 Pendent & Fl Res Recessed endiflt'F2 installed below Sloped Ceiling... hnhI Mato Thread Max.rffis$Ure Max, Ambient Temp Actual IC Factor ., Escutcheon Sprinkler Idefltlfte8Ic 1ze • pel(bar) - °F(°C).: (møtrlc) a" Number W NPT (R½) 175(12) 100(33). . 49 (69.94) 225" .O AdJustment) R3518 tbl.1 -Anbilcatlofl . .. I ax. spriruicier $ cing Along Slops (W) Width x Length f((m) Max, Sloe, of 3(33.7!) PWh Max. $loe. of 4, (18,4°) PItch Sprinkler To Rating °F () Ls C°C) Sprinkler Temp. RetI7pI . Mm. FloW Per Sprinkler Head mm (Lomi Prsasur. 9$1 On" Mm. Flow Per Sprinkler Head acm (Lem) -. Presa ps ( 12 X- 19(719) 15J1 (1.04) 13(49) 14 x 14(4,3 x 4,33 . 19(71.9) 15J1 (1.04) 13 U49) . 7.0 (0. 16 x i8 (4.9 X 4.9) 19(71.9) 15.11 (1.04) 13(49) 18x18(5,5x5.5) 20(75.7) 16.il(1.15) 17(84.3) _i20(0. 20x20(6,1x6,1) 25(94.5) 26(1.78) 20(75.7) 16.7(1. - odd Fl Res 49 CCP Pendent installed below Sloped Ceiling. chnlcal Data 1r. eed TSprinklar CCPAssTemp.y. I M psi . Max. a Actual Factor Length "7f T(R) 1 155(68) 135(51). ._175(12) 100 L38)' 4.9(69.94) 2.25" R3516 ibis 2 'ApplicatIon . .• . ___________________________ • ax. ( Width x Prinkler Sp Length ff(m) acing Along Slope max. SIoD.Ot5(33.7PItdh MIn.FIOw PerSprinkler Had P4seure MaL Sign of%(184 Min. Flow PsrSprinlderHéad Pitch Prom 12x12(3.8x3.6) 2D(75.7) 16. (1.15) 13(49) . 7.0(0.41 14 x 14(4,3 x 4,3) 20 (75;7) ••. 16i(1,15) 13(49): 16x10(4,914,9) 20(757) j'(1.15) . 14(53) 82(0a 18 x 18(5.5 x 5.5) • 21 (7.4) 1.4 (t2 20 x 20(6,1 x 6.1) • . . 21(79.4) 18.4(1.2 )W RFC 43 Pendent Flat Concealed Installed below ROped Ceiling. ft NMI Data Ttimd Sprinkler Tome. Rating °P(°c) Complete I Tome. Rating I °P(°C) • .1 I • Max. :• Pressure . e.l (bar) tlflcetISIze I. 1 • rami.nt Temp. 1M53(. PF(°C) • . I I Actual I K Factor (metric) I • Mu, lAdjustfllen bór(6 LN 'NPT(R½) 185(74) I 135(57) 1 • . J75 L12) I 00 38) • I 4.3 (61,#1 • I iQ' I RAOBI2 ale 3. Application . . . • . • ix. Sprinkler Spacing Along Slope (W) Width x ( L) Length ff(m) Mex.510p80f5((33.7 Mm. Flow Per Sprinkler Heid aDm mm) Pitch 0. Pressure (bar) . Max. Slopsof %,(184' Min. Flow Par sprinider Heed nom (Lem) Pitch PrssUr eel (bai 12x12(3.6x3,6) • 18(68) . • . 17.5(1;21) 131491 9.1(O.& 14x14(4.3x4.3) 18(68) • . • 17.5(1,21) 13(49) lx 18(4,9 x 4.9) . .16(88) . 1.8 (1.21) 13(49) 9,1 Mjm 18x18(5.5x5.5) . . . 21(79) 23.8(1.6 20x20(6,1x8.1) . . -• _____ .21(79) 23.8 1L6 Virtical Sldáwatl HorizOntal Sidewall HSW I Deflector • ftoomd Pefldeflt i!d_ràIponae epilnldars are used In fb *eprctoc vetemsWeZ Dry, Dekig.crcrCjrmatb 'edthstthacdffceelae, mngdacie and dcrfrilder We are in aocorriex'oe wtl : ietes died nç1ards of the National FLre PIectidn Asec n r the apprIng Authodbj Having Juisdiction response spMdem are frtendad for installation a fled in NFPA 13. Quick response sprinluers and stan respose sprinklers should not be flemtca NewYarkIMN Bulletin 136 Pav Model Fl FR Model F1 FR ReceSsed Quick Response Sprinklers j Standard Uprtqht Standard Pendent Conventional Vertical Sidewall HoriZontal Sidewall — HSW I Deflector. 4mW F1FRReCemood SjsWderipes Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Diflector MAP & ADgrovals ted by Lfnderwriters Laboratories, Inc. (LJL) I Listed by Underwriters' Laboratories of Canada (ULC) CertifIed by FM Aopravals Loss Prevention Council (LPCI UK) NYC BS&A No, 587.75-6A Meets mlL-S.901C and MIL-SID 167-1; (VdS, GenTterf) UL Us" Categaiy Sonnlders. Automabc & Open .•. aulck Response SprinlcIe UL Guide Number. VNIV . . Product Desó,IptIon . Reable Modela FIR and FIR fleoessAd SprWdrSre quick epcnse aprinks which ccrTtlne th IrBbIIIIY d a eta ard sprfnk ththedfraod bvp5Ieofadecorath.. odàIF1 and FIR ReciJ amalic u a ao win frangble glass bib ThespvWders have derrcnsatad__ esfrabovaLcrytesIawh1Ch wefli to ten *nes War Ihen standard ronae spMdars. 1 quick response enables the Mcdii FI and FIR Rec. sprfrlders to apply water to a ft much 1ter tiwi standard sp*ddets dihe sarTie temperature The 9la95 bulb coMets ofan ssci3ete1y ocreciled a'nouit ci specal fluid hermetically sealed halde apredse1ymanuf- bzed glass capsule., This glass bulb is speci&lyccnsUctedt) pvkstthmia1 respnea The baIwóe ofpeile an ffddo of Z m copper arid bEr1&tn rdckd. • normal tarnpetatjres, thB glass bulb contains the fluid . in both the liquid arid vapor phaSe. The vapor phase can be seen as asmail bubble. As heat Is applied ihe liquid ex- pands forcing the bubble smaller and smaller aft liquid pressure increases Continued heating bdSe the Ilauld to push out against the bulb, causing the glow to thaW upedna re wwwwW mid sIbMn9 the 4ALI6*W 1D dietib- The temperature rating of the sprinkler Is identified by tie color of the glass bulb. Th CSpcO ki 525NcdM 06/26/2005 02:49 8059332846 ROY LEE ,DESIGN .. PAGE 20 or Wre :r Installation Data: . . alkwan AN son _m j. 42. ___. ___ Ion mmm%mmt.mmd .. ' It ... I -1'& 42 main , 'd I., '. 1QJji.i1 ia• L tCrFIu&i • . Ra it. 1/]LJu Upright c on __ • s •. ___d Fl P2 VenicaI, ciI H$W1) sis.i&mtute we CnW esdutohecns to be ----. Pendiht • • MOW HSWi lop WhenModetF1FRSprhders usslhModelD I •.• • rhikIer When lnataIIin Model P1PR Rec. FIiiI.hM Sidewall SprkikIere Use the lodeI GF1 Sprinkler • WPanch. Use the I'bd& ROI W6flch f:IflstpIIIng P1FR.. •• •. • •. • •• •. • ChnsPsd • Tinswature Ratings • _.-'JIl1 LX_ MSIII*HIUIIPI4 :m I • • rp• ___ • •enIamss.' • IOrdn.ry • 5 jcrølsisty . . 1 1 ioc••. mmm IMNmIa 79 IhIthflI 179 i5 . 141 • j. __ • I • ii IM .BkPd BFW IMkPa& • OffWNIS - ø • SQI! • -- •9"W" for afta t0U!! sMiK •• • • •: •. • • •h1nItsto and bmM. ctvon OrWack'