Loading...
HomeMy WebLinkAbout1250 CARLSBAD VILLAGE DR; ; AS150322; Permit11/3/2020 AS150322 Permit Data City of Carlsbad Sprinkler Permit 1250 CARLSBAD Job Address: VILLAGE DR Permit Type: SPRINK Parcel No: Lot #: 0 Reference No.: Permit No: AS150322 Status: ISSUED Applied 10/22/2015 Approved: 10/27/2015 Issued: 10/27/2015 PC #: Inspector: Project Title: GEORGINA COLE LIBRARY 24,403 SF NEW OVERHEAD WET PIPE FIRE SPRINKLER SYSTEM PER NFPA 13 AND CITY OF CARLSBAD Applicant: Owner: TITAN FIRE PROTECTION 2880 SCOTT ST VISTA, CA 92081 760-295-3436 Fees ($) Add'I Fees ($) Total ($) Balance ($) 0 0 0 0 1/1 HYDRAULIC CALCULATIONS FOR GEORGINA COLE LIBRARY 1250 CARLSBAD VILLAGE DR. CARLSBAD, CA. 92011 DRAWING NUMBER: FS-6 DATE: SEP 22, 201F LE Copy -DESIGN DATA- REMOTE AREA NUMBER: AREA #1 REMOTE AREA LOCATION: REMOTE GRID/2ND FLOOR OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: .10 GPM AREA OF APPLICATION: 1500 SQ. FT. COVERAGE PER SPRINKLER: VARIES TYPE OF SPRINKLERS CALCULATED: K-5.6 PENDENT NUMBER OF SPRINKLERS CALCULATED: 15 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 361.0 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 261.4 gpm 8 30.0 psi TYPE OF SYSTEM: WET Source: SDDS Test Date: 09-16-2015 Test By: JENNIFER MAEL Location: EXISTING SITE HYDRANT Static: 55 psi Residual: 20 psi Flow: 2,725 gpm NAME OF DESIGNER: DG DESIGN 619-248-1732 AUTHORITY HAVING JURISDICTION: CITY OF CARLSBAD NOTES: Calculations performed by HASS under license # 50111768 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) APPROV .D 0 S SUBMITTED I - .. E'' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID WATER SUPPLY ANALYSIS Static: 49.50 psi Resid: 18.00 psi Flow: 2725.0 gpm G A 40.0 U 2 G E 30.0 R E S 5 20.0 U R E 10.0 LEGEND 1 AvaiT51 pressure 48.7si@ 361 -pm 2 §Required pres u're 39 . 4 @ 34Pm Sourc pply Curve System mand Curve Available at Source p S i 0.0 1 1. ................................................................................ ... . ........... ............. ........... .................... I 600900 1200 1500 1800 2100 2400 2700 3000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/22/2015 C:\PROGRAN FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 49.5 18.0 2725.0 48.8 361.0 39.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 361.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 261.0 GPM NODE ANALYSIS DATA 14 NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) i 1 142.0 - - - - 12 .2 - - - 2 142.0 K= 5.60 9.6 17.3 3 142.0 K= 5.60 9.0 16.8 4 142.0 K= 5.60 9.0 16.8 5 142.0 K= 5.60 9.0 16.8 9J 6 142.0 K= 5.60 9.1 16.9 7 142.0 - - - - 10.9 - - - 8 142.0 - - - - 12.2 - - - 9 142.0 K= 5.60 10.2 17.9 10 142.0 K= 5.60 9.8 17.6 11 142.0 K= 5.60 9.8 17.5 12 142.0 K= 5.32 9.9 16.7 13 142.0 - - - - 10.9 - - - 14 142.0 - - - - 12.3 - - - 15 142.0 K= 5.60 10.4 18.1 16 142.0 K= 5.60 10.1 17.8 17 142.0 K= 5.60 10.1 17.8 18 142.0 K= 5.38 10.2 17.2 19 142.0 - - - - 11.0 - - - 20 142.0 - - - - 12.5 - - - 21 142.0 K= 5.32 11.4 17.9 22 142.0 K= 5.32 11.3 17.9 23 142.0 - - - - 11.3 - - - 24 142.0 - - - - 12.8 - - - 25 142.0 - - - - 11.5 - - - 26 146.0 - - - - 13.2 - - - 27 146.0 - - - - 10.9 - - - 28 146.0 - - - - 13.6 - - - 29 146.0 - - - - 11.0 - - - 30 146.0 - - - - 14.3 - - - 31 146.0 - - - - 11.0 - - - 32 146.0 - - - - 17.8 - - - TOR 134.0 - - - - 25.7 BOR 124.5 - - - - 30.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) BF1 124.0 - - - - 32.6 - - - BF2 124.0 - - - - 36.6 - - - SOURCE 120.0 SOURCE 39.4 261.0 T1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 17.3 Disch 20.50 120 2.6 1 142.0 12.2 33.7 3 1.500 T: 8.0 8.00 0.0 2 142.0 9.6 51.0 1.610 28.50 0.091 2.6 Pipe: 2 5.60 1(6.8 Disch 12.50 120 0.5 2 142.0 9.6 16.9 4 1.500 ---- 0.00 0.0 3 142.0 9.0 33.7 1.610 12.50 0.042 0.5 Pipe: 3 5.60 1E.8 Disch 5.60 120 0.1 3 142.0 9.0 0.1 5 1.500 ---- 0.00 4 142.0 9.0 16.9 1.610 5.60 0.012 0.1 Pipe: 4 5.60 1.8 Disch 7.00 120 TO 4 142.0 9.0 -16.6 6 1.500 ---- 0.00 - 5 142.0 9.0 0.1 1.610 7.00 0.000 0110 i Pipe: 5 5.60 16'.8 Disch 12.50 120 1 6 142.0 9.1 -0.1 4 1.500 ---- 0.00 .0 5 142.0 9.0 16.6 1.610 12.50 0.012 CO:i Pipe: 6 5.60 16'.9 Disch 26.00 120 7 142.0 10.9 16.6 5 1.500 2E: 8.0 16.00 ,.0 6 142.0 9.1 33.5 1.610 T: 8.0 42.00 0.042 Pipe: 7 5.60 17-.9 Disch 20.50 120 2.0 8 142.0 12.2 26.5 10 1.500 T: 8.0 8.00 0.0 9 142.0 10.2 44.4 1.610 28.50 0.071 2.0 Pipe: 8 5.60 (f7.6') Disch 12.50 120 0.3 9 142.0 10.2 8.9 11 1.500 ---- 0.00 0.0 10 142.0 9.8 26.5 1.610 12.50 0.027 0.3 Pipe: 9 5.60 175 Disch 12.50 120 0.0 10 142.0 9.8 -8.6 12 1.500 ---- 0.00 0.0 11 142.0 9.8 8.9 1.610 12.50 0.004 0.0 Pipe: 10 5.60 175 Disch 13.00 120 0.1 12 142.0 9.9 -8.9 10 1.500 2E: 8.0 8.00 0.0 11 142.0 9.8 8.6 1.610 21.00 0.003 0.1 Pipe: 11 5.32 (16.7,Disch 26.00 120 1.0 13 142.0 10.9 8.6 11 1.500 2E: 8.0 16.00 0.0 12 142.0 9.9 25.3 1.610 T: 8.0 42.00 0.025 1.0 Pipe: 12 5.60 18.1 Disch 20.50 120 1.8 14 142.0 12.3 24.3 16 1.500 T: 8.0 8.00 0.0 15 142.0 10.4 42.3 1.610 28.50 0.065 1.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 17.8 Disch 12.50 120 0.3 15 142.0 10.4 6.4 17 1.500 ---- 0.00 0.0 16 142.0 10.1 24.3 1.610 12.50 0.023 0.3 Pipe: 14 5.60 17.8 Disch 12.50 120 0.0 16 142.0 10.1 -11.4 18 1.500 ---- 0.00 0.0 17 142.0 10.1 6.4 1.610 12.50 0.002 0.0 Pipe: 15 5.60 17.8 Disch 10.50 120 0.1 18 142.0 10.2 -6.4 16 1.500 ---- 0.00 0.0 17 142.0 10.1 11.4 1.610 10.50 0.006 0.1 Pipe: 16 5.38 17.2 Disch 20.00 l2O;-z.ç 0.9 19 142.0 11.0 11.4 17 1.500 T: 8.0 8.00 Ii 0.0 18 142.0 10.2 28.5 1.610 28.00 0.0'1 0.9 Pipe: 17 5.32 17.9 Disch 21.00 1.1 20 142.0 12.5 13.6 22 1.500 T: 8.0 8.00 ULI 21 142.0 11.4 31.6 1.610 29.00 0.038 1.4- . Pipe: 18 5.32 17.9 Disch 13.00 120 21 142.0 11.4 -4.2 23 1.500 ---- 0.00 22 142.0 11.3 13.6 1.610 13.00 0.008 O.ffi 0. Pipe: 19 5.32 17.9 Disch 44.00 120 0.1 23 142.0 11.3 -13.6 21 1.500 2E: 8.0 16.00 0.0 22 142.0 11.3 4.2 1.610 T: 8.0 60.00 0.001 0.1 Pipe: 20 0.0 91.6 23 79.00 120 1.3 24 142.0 12.8 -75.3 27 1.500 5E:20.0 36.00 0.0 25 142.0 11.5 16.3 1.610 2T:16.0 115.00 0.011 1.3 Pipe: 21 0.0 75.3 25 79.00 120 2.3 26 146.0 13.2 -52.5 29 1.500 4T:32.0 32.00 0.0 27 146.0 10.9 22.8 1.610 111.00 0.021 2.3 Pipe: 22 0.0 52.5 27 79.00 120 2.7 28 146.0 13.6 -27.8 31 1.500 4T:32.0 32.00 0.0 29 146.0 11.0 24.7 1.610 111.00 0.024 2.7 Pipe: 23 0.0 0.0 79.00 120 3.3 30 146.0 14.3 27.8 29 1.500 4T:32.0 32.00 0.0 31 146.0 11.0 27.8 1.610 111.00 0.030 3.3 Pipe: 24 0.0 0.0 11.00 120 0.0 8 142.0 12.2 51.0 2 3.000 ---- 0.00 0.0 1 142.0 12.2 51.0 3.260 11.00 0.003 0.0 Pipe: 25 0.0 51.0 1 8.25 120 0.1 14 142.0 12.3 44.4 9 3.000 ---- 0.00 0.0 8 142.0 12.2 95.4 3.260 8.25 0.009 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 0.0 95.4 8 10.00 120 0.2 20 142.0 12.5 42.3 15 3.000 ---- 0.00 0.0 14 142.0 12.3 137.7 3.260 10.00 0.018 0.2 Pipe: 27 0.0 137.7 14 12.75 120 0.3 24 142.0 12.8 31.6 21 3.000 ---- 0.00 0.0 20 1420 12.5 169.3 3.260 12.75 0.027 0.3 Pipe: 28 0.0 169.3 20 45.00 120 0.4 26 146.0 13.2 16.3 25 3.000 2E:20.0 20.00 1.7 24 142.0 12.8 185.7 3.260 65.00 0.032 2.1 Pipe: 29 0.0 185.7 24 12.00 120 28 146.0 13.6 22.8 27 3.000 ---- 0.00 1.5 Li? 26 146.0 13.2 208.4 3.260 12.00 0.040 -J.5 Pipe: 30 30 146.0 0.0 14.3 208.4 24.7 26 29 3.000 14.00 0.00 T., 120 [ d ---- 28 146.0 13.6 233.1 3.260 14.00 0.049 0.7 Pipe: 31 0.0 233.1 28 38.00 120 32 146.0 17.8 27.8 31 3.000 2E:20.0 20.00 0.0, 0.066 3.5 30 146.0 14.3 260.9 3.260 58.00 Pipe: 32 0.0 0.0 12.00 120 0.0 13 142.0 10.9 33.5 6 2.500 ---- 0.00 0.0 7 142.0 10.9 33.5 2.635 12.00 0.004 0.0 Pipe: 33 0.0 33.5 7 12.00 120 0.1 19 142.0 11.0 25.3 12 2.500 ---- 0.00 0.0 13 142.0 10.9 58.9 2.635 12.00 0.011 0.1 Pipe: 34 0.0 58.9 13 12.00 120 0.3 23 142.0 11.3 28.5 18 2.500 ---- 0.00 0.0 19 142.0 11.0 87.4 2.635 12.00 0.022 0.3 Pipe: 35 0.0 87.4 19 8.50 120 0.2 25 142.0 11.5 4.2 22 2.500 ---- 0.00 0.0 23 142.0 11.3 91.6 2.635 8.50 0.024 0.2 Pipe: 36 0.0 91.6 23 47.50 120 0.7 27 146.0 10.9 -16.3 24 2.500 2E:16.0 16.00 1.7 25 142.0 11.5 75.3 2.635 63.50 0.017 1.1 Pipe: 37 0.0 75.3 25 12.00 120 0.1 29 146.0 11.0 -22.8 26 2.500 ---- 0.00 0.0 27 146.0 10.9 52.5 2.635 12.00 0.009 0.1 Pipe: 38 0.0 52.5 27 14.00 120 0.0 31 146.0 11.0 -24.7 28 2.500 ---- 0.00 0.0 29 146.0 11.0 27.8 2.635 14.00 0.003 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/22/2015 C:\PROGRAIVI FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 39 0.0 0.0 62.00 120 7.9 TOR 134.0 25.7 260.9 30 4.000 4E:52.0 104.00 -5.2 32 146.0 17.8 260.9 4.260 2T:52.0 166.00 0.016 2.7 Pipe: 40 0.0 0.0 9.50 120 4.3 BOR 124.5 30.0 260.9 32 4.000 ---- 0.00 -4.1 TOR 134.0 25.7 260.9 4.260 9.50 0.016 0.2 Pipe: 41 0.0 0.0 115.00 150 2.6 BFl 124.0 32.6 260.9 TOR 4.000 3E:60.0 99.00 -0.2 BOR 124.5 30.0 260.9 4.240 T:39.0 214.00 0.011 2.4 Pipe: 42 0.0 Fixed Pressure Loss Device BF2 124.0 36.6 260.9 BOR 4.0 psi, 260.9 gpm 5JJ Pipe: 43 Source 0.0 2E:40.0 17.00 150 2.8 SOURCE 120.0 39.4 261.0 BF1 4.000 T:39.0 83.00 BF2 124.0 36.6 261.0 4.240 G: 4.0 100.00 0.011 Ll cgj NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 50111768 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.094 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.0 ft/sec at pipe 31. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 48.57 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/22/2015 C:\PROGRAM FILES\HRS SYSTEMS\COLE LIBRARY.SDF JOB TITLE: COLE LIBRARY GRID (6) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: 540-TW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 1000 8.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: E MATERIAL: PVC150 HWC: 150 iY9J Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkViv BfyViv GatVlv NPTee - 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 f5J 0 PROJECT NAME: Cole Library ADDRESS: 1250 Carlsbad Village Dr TYPE OF PROJECT: Retrofit Public Library DESIGN STANDARD: 13 CONTRACTOR: Titan FP copy VERIFIED BY: G. Ryan ADDITIONAL FORMULAS: L = 1.2 x VA (MIN. LONG SIDE OF REMOTE AREA) N = A of OP/As (# SPRINKLERS IN REMOTE AREA) N = (1.2 x 'A)/S (# SPRINKLERS ON BRANCH LINE) As = S x L (COVERAGE OF SINGLE SPRINKLER) D x A = (STARTING HEAD FLOW) GPM: 29.83 x D2 x 'P x (c) MULTIPLIER P = 0.433 x h (PSI LOSS PER FT. OF ELEVATION) H = 2.31 x P (WATER SOURCE ELEV. IN FEET) Pv = 0.001123Q2 / D4 (VELOCITY PRESSURE IN FLOW) Pn = Pt - Pv (NORMAL PRESSURE IN PIPE) p = 4.52Q1.85 / C1.85 d 4.87 (FRICTION LOSS IN PIPE) V = 0.4084Q/ d2 (VELOCITY IN FT. PER SECOND) A = 3.21425 x D2 /4 (AREA OF CIRCLE) V = -3(X) /2 + 55 (x=CEILING hft) (QR % REDUCTION) CELING HEIGHT :5 10'(Y = 40) ~! 20'(Y = 0) NOTES: DESIGN SAFETY: 20 WATER SUPPLY DATA: STATIC= 49.5 PSI RESIDUAL = 18.0 PSI FLOW TEST DATA = 2725 GPM SOURCE: Mission Consultants Node Number Elevation (Fr) Sprinkler K-Factor Pressure (Pt) Actual Flow (M) Flow Calc Result Pressure Result K Factor 1 142 12.2 0.000 - #DIV/0! #DIV/0! 2 142 56 9 T - 17.351 960 56 3 142 5.6 16.800 9.00 5.6 4 142 5.6 16.800 9.00 5.6 5 142 5.6 9 16.800 9.00 5.6 6 142 5.6 9.1 16.893 9.10 5.6 7 142 10.9 0.000 - #DIV/O! #DIV/OI 8 142 5.6 12.2 19.560 - 12.20 5.6 9 142 5.6 10.2 17.885 10.20 5.6 10 142 5.6 9.8 17.531 - 1 9.80 5.6 11 142 5.6 9.8 17.531 9.80 5.6 12 142 5.32 9.9 16.739 9.90 5.32 13 142 10.9 0.000 #DIV/0! #DIV/0I 14 142 123 0.000 - #DIV/0! #DIV/0! 15 142 56 104 18.059 1040 56 16 142 5.6 10.1 17.797 - 10.10 5.6 17 142 5.6 10.1 17.797 - 10.10 5.6 18 142 5.38 10.2 17.182 10.20 5.38 19 142 11 0.000 #DIV/0' #DIV/0I 20 142 123 0.000 . #DIV/01 #DIV/0 21 142 532 114 17.962 1140 532 22 142 5.32 11.3 17.883 - 11.30 5.32 23 142 11.3 0.000 - #DIV/0! #DIV/0! 24 142 128 0.000 #DIV/0' #DIV/0I 25 142 115 0.000 #DIV/0I #DIV/0' 26 146 13.2 0.000 - #DIV/0' #DIV/0I 27 146 109 0.000 #DIV/0' #DIV/0' 28 146 13.6 0.000 #DIV/0! - #DIV/0! 29 146 11 0.000 #DIV/0I #DIV/0I 30 146 14.3 0.000 #DIV/01 #DIV/0' 31 146 11 0.000 - #DIV/0I #DIV/0I 321 1461 178 - 0000 #DIV/0I 11 #DIV/0' INITM-Iffil TOR 134 257 0.000 #DIV/0! BOR 124.5 30 0.000 #DIV/0! #DIV/O! 0.000 #DIV/01 t #DIV/0! H1 vur A CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR BOVEGROUND PIPING Pq PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. Ills understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. ,_- PROPERTYIAME I t Date' & PROPERTY ADDRESS —i c-_ n (z\r)rA,.I \I\ I ^- f- ,,4 L, cz, ACCEPTED BY APPROVING AUTHORITY(S) NAMES 41 -- y\cc&cJ Cy ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS S El NO EQUIPMENT USED IS APPROVED rs El NO IF NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: SYSTEM COMPONENTS INSTRUCTIONS rES nj NO CARE AND MAINTENANCE INSTRUCTIONS EKE&El NO NFPA2E . DKES El NO LOCATION SUPPLIES BUILDING: OF SYSTEM • YEAR OF J ORIFICE I TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY RATING J2 7O FrexY 2ic/ I L Vcc' y' F-oc& 7O/c /c3 SPRINKLERS :7- -So PIPE AND Type of Pipe: Schd. 40 Lightwall FITTINGS Type of Fittings: Cast iron 125# and Grooved MAXIMUM TIME TO OPERATE ALARM DEVICE THRU TEST CONNECTION ALARM VALVE TYPE MAKE MODEL I MIN. SEC. OR FLOW C/ INDICATOR DRY VALVE I O.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP TRIP POINT TIME WATER ALARM THRU TEST WATER PRESSURE AIR PRESSURE AIR REACHED OPERATED CONNECTION ________________ PRESSURE TEST OUTLET PROPERLY DRY PIPE SEC. PSI PSI PSI MIN. SEC. YES NO OPERATING Without El TEST O.O.D. With I TJ El Q.O.D. MEASURED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. • (OVER) OPERATION Li PNEUMATIC Li ELECTRIC Li HYDRAULIC PIPING SUPERVISED Li YES Li NO DETECTING MEDIA SUPERVISED Li YES Li NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS 0 YES Li NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN DELUGE & PREACTION 0 YES Li NO VALVES - DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. 0 0 Li I 0 HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 Psi (13.6 bars) for two hours or 50 Psi (3.4 bars) above static pressure in excess f15 TEST psi (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be DESCRIPTION stopped. PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at n o r m a l water level and sir pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR _2_ HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED D YES 0 NO EQUIPMENT OPERATES PROPERLY YES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILITE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? TESTS YES Li NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITH VALVE IN TEST TEST CONNECTION: PSI I CONNECTION OPEN WIDE PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO. 85B 0 YES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING [)YES Li NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING GASKETS WELDED PIPING l YES D NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? M YES Li NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS 010.9, LEVEL AR-3? 0 YES Li NO WELDING DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? Z YES 0 NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? N YES Li NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN: DATA NAMEPLATE YES Li NO. DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR: .- / TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE . DATE SIGNATURES I I 1 TI ADDITIONAL EXPLANATION AND NOTES (BACK) S