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HomeMy WebLinkAbout1675 FARADAY AVE; ; AS050254; PermitCity of Carlsbad Sprinkler Permit Permit No: A5050254 Job Address: 1675 FARADAY AV Status: ISSUED Permit Type: SPRINK Applied 12/16/2005 Parcel No: 2121305200 Approved: 1/6/2006 Lot #: 0 Reference No.: Issued: 1/6/2006 PC #: Inspector: Project Title: MODERN POSTCARD T.I. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: WESTERN FIRE PROTECTION 12232 THATCHER CT P0 WAY CA 858-513-4949 Owner: HOFFMAN STEPHEN LIVING TRUST 01- 12-05 1494 S COAST HIGHWAY 101 ENCINITAS CA Fees ($) Fees LL _Add'I 111111111 Balance ($) 1 120 0 120 0 ____ ASoos7 WESTERN FIRE PROTECTION, INC. o2$4 12232 THATCHER COURT POWAY,CA 92064 HYDRAULIC CALCULATIONS FOR MODERN POSTCARD MEZZANINE 1675 FARADAY CARLSBAD CA. 92008 FILE NUMBER: DATE: DEC 15, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD II DENSITY: .2 gpm/sq. ft. AREA OF APPLICATION: 900 sq. ft. REDUCED PER SEC.7-2.3.2.4 COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 12 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 364.2 gpm TOTAL WATER REQUIRED (including hose) : 614.2 gpm FLOW AND PRESSURE (@ BOR) : 364.2 gpm @ 69.7 Psi SPRINKLER K-FACTOR: 5.6 K-FACTOR NAME OF CONTRACTOR: WESTERN FIRE PROTECTION DESIGN/LAYOUT BY: DWO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. CONTRACTOR CERTIFICATION NUMBER: C16-588039 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50040828 HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: C-1733 MEZZANINE SOURCE STATIC NODE PRESS. TAG (PSI) U5 106.2 RESID. FLOW PRESS. @ (PSI) (GPM) 90.0 1074.0 AVAIL. TOTAL REQ!D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 100.4 614.2 80.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 614.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 364.2 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT "2) (GPM/FT"2) is 9.6 K= 5.60 21.6 26.0 130.0 0.200 0.200 2S 9.6 K= 5.60 23.3 27.0 130.0 0.200 0.208 3S 9.6 K= 5.60 26.6 28.9 130.0 0.200 0.222 4S 9.6 K= 5.60 30.5 30.9 130.0 0.200 0.238 5S 9.6 K= 5.60 35.3 33.3 130.0 0.200 0.256 5 9.6 - - - - 52.0 --- 5A 9.6 - - - - 57.2 --- 6S 9.6 K= 5.60 22.1 26.3 130.0 0.200 0.202 7S 9.6 K= 5.60 24.2 27.5 130.0 0.200 0.212 SS 9.6 K= 5.60 27.2 29.2 130.0 0.200 0.225 9S 9.6 K= 5.60 28.8 30.0 130.0 0.200 0.231 9 9.6 - - - - 31.1 - - - lOS 9.6 K= 5.60 33.1 32.2 130.0 0.200 0.248 uS 9.6 K= 5.60 38.4 34.7 130.0 0.200 0.267 12S 9.6 K= 5.60 46.3 38.1 130.0 0.200 0.293 12 9.6 - - - - 49.6 --- 12A 9.6 - - - - 53.0 - - - Ml 9.6 - - - - 60.7 --- M2 9.6 - - - - 60.9 --- M3 9.6 - - - - 62.0 --- M4 25.7 - - - - 59.7 - - - TOR 25.7 - - - - 59.7 - - - BOR 3.5 - - - - 69.7 - - - Ui 0.5 - - - - 71.1 --- U2 -3.0 - - - - 72.6 --- U3 -3.0 - - - - 72.7 --- BF1 2.0 - - - - 70.6 --- BF2 2.0 - - - - 79.6 --- U4 -3.0 HOSE STREAM 81.8 100.0 US 0.0 SOURCE 80.5 464.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: 0-1733 MEZZANINE PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.0 1.090 PL 10.00 PP 1.8 is 9.6 5.6 21.6 26.0 8.9 120 FTG ---- PE 0.0 2S 9.6 5.6 23.3 27.0 0.175 TL 10.00 PV Pipe: 3 -53.0 1.425 PL 11.66 PP 3.3 2S 9.6 5.6 23.3 27.0 10.7 120 FTG 2E PE 0.0 3S 9.6 5.6 26.6 28.9 0.178 TL 18.67 PV Pipe: 4 -81.9 1.425 PL 9.62 PP 3.8 3S 9.6 5.6 26.6 28.9 16.5 120 FTG ---- PE 0.0 4S 9.6 5.6 30.5 30.9 0.398 TL 9.62 PV Pipe: 5 -112.8 1.655 PL 9.29 PF 4.8 4S 9.6 5.6 30.5 30.9 16.8 120 FTG E PE 0.0 5S 9.6 5.6 35.3 33.3 0.347 TL 13.86 PV Pipe: 6 -146.1 1.655 PL 11.62 PF 16.7 5S 9.6 5.6 35.3 33.3 21.8 120 FTG 4E PE 0.0 5 9.6 0.0 52.0 0.0 0.559 TL 29.92 PV Pipe: 7 -146.1 1.655 PL 9.29 PP 5.2 5 9.6 0.0 52.0 0.0 21.8 120 FTG ---- PE 0.0 5A 9.6 0.0 57.2 0.0 0.559 TL 9.29 PV Pipe: 8 -146.1 2.124 PL 10.83 PP 3.7 5A 9.6 0.0 57.2 0.0 13.2 120 FTG T PE 0.0 M2 9.6 0.0 60.9 0.0 0.166 TL 22.25 PV Pipe: 9 -26.3 1.090 PL 9.29 PP 2.1 6S 9.6 5.6 22.1 26.3 9.0 120 FTG E PE 0.0 7S 9.6 5.6 24.2 27.5 0.179 TL 11.70 PV Pipe: 10 -53.8 1.425 PL 5.95 PP 3.0 7S 9.6 5.6 24.2 27.5 10.8 120 FTG 3E PE 0.0 8S 9.6 5.6 27.2 29.2 0.183 TL 16.47 PV Pipe: 11 -83.0 1.425 PL 2.58 PP 3.9 8S 9.6 5.6 27.2 29.2 16.7 120 FTG T PE 0.0 9 9.6 0.0 31.1 0.0 0.407 TL 9.59 PV Pipe: 12 -30.0 1.090 PL 7.62 PF 2.3 9S 9.6 5.6 28.8 30.0 10.3 120 FTG E PE 0.0 9 9.6 0.0 31.1 0.0 0.229 TL 10.03 PV Pipe: 13 -113.1 1.655 PL 5.66 PP 2.0 9 9.6 0.0 31.1 0.0 16.9 120 FTG ---- PE 0.0 105 9.6 5.6 33.1 32.2 0.348 TL 5.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: C-1733 MEZZANINE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -145.3 1.655 FL 9.62 PF 5.3 lOS 9.6 5.6 33.1 32.2 21.7 120 FTG ---- FE 0.0 uS 9.6 5.6 38.4 34.7 0.554 TL 9.62 PV Pipe: 15 -180.0 1.655 PL 9.62 PF 7.9 uS 9.6 5.6 38.4 34.7 26.8 120 FTG ---- FE 0.0 12S 9.6 5.6 46.3 38.1 0.823 TL 9.62 PV Pipe: 16 -218.1 2.124 PL 9.62 PF 3.3 12S 9.6 5.6 46.3 38.1 19.7 120 FTG ---- FE 0.0 12 9.6 0.0 49.6 0.0 0.348 TL 9.62 PV Pipe: 17 -218.1 2.124 PL 9.62 PF 3.3 12 9.6 0.0 49.6 0.0 19.7 120 FTG ---- PE 0.0 12A 9.6 0.0 53.0 0.0 0.348 TL 9.62 PV Pipe: 18 -218.1 2.124 PL 10.83 PF 7.7 12A 9.6 0.0 53.0 0.0 19.7 120 FTG T PE 0.0 Ml 9.6 0.0 60.7 0.0 0.348 TL 22.25 PV Pipe: 19 -218.1 4.316 PL 13.12 PF 0.1 Ml 9.6 0.0 60.7 0.0 4.8 120 FTG ---- PE 0.0 M2 9.6 0.0 60.9 0.0 0.011 TL 13.12 PV Pipe: 20 -364.2 4.316 PL 10.04 PF 1.1 M2 9.6 0.0 60.9 0.0 8.0 120 FTG 25 PE 0.0 M3 9.6 0.0 62.0 0.0 0.028 TL 38.10 PV Pipe: 21 -364.2 4.316 PL 93.00 PF 4.6 M3 9.6 0.0 62.0 0.0 8.0 120 FTG 3ET FE -6.9 M4 25.7 0.0 59.7 0.0 0.028 TL 163.16 PV Pipe: 21A -364.2 6.357 EL 1.00 PF 0.1 M4 25.7 0.0 59.7 0.0 3.7 120 FTG E PE 0.0 TOR 25.7 0.0 59.7 0.0 0.004 TL 18.60 PV Pipe: 22 -364.2 6.357 PL 22.16 PF 0.4 TOR 25.7 0.0 59.7 0.0 3.7 120 FTG ECB PE 9.6 BOR 3.5 0.0 69.7 0.0 0.004 TL 92.57 PV Pipe: 23 -364.2 6.357 FL 3.00 PF 0.0 BOR 3.5 0.0 69.7 0.0 3.7 120 FTG ---- FE 1.3 Ui 0.5 0.0 71.1 0.0 0.004 TL 3.00 PV Pipe: 24 -364.2 8.510 PL 15.00 PF 0.0 Ui 0.5 0.0 71.1 0.0 2.1 140 FTG E FE 1.5 U2 -3.0 0.0 72.6 0.0 0.001 TL 47.72 PV Pipe: 25 -364.2 7.987 FL 60.00 PF 0.1 U2 -3.0 0.0 72.6 0.0 2.3 150 FTG E PE 0.0 U3 -3.0 0.0 72.7 0.0 0.001 TL 87.30 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: C-1733 MEZZANINE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -364.2 8.510 PL 5.00 PF 0.0 U3 -3.0 0.0 72.7 0.0 2.1 140 FTG E PE -2.2 BF1 2.0 0.0 70.6 0.0 0.001 TL 37.72 PV Pipe: 27 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 79.6 0.0 9.0 psi, 364.2 gpm BF1 2.0 0.0 70.6 0.0 Pipe: 28 -364.2 8.510 PL 5.00 PF 0.0 BF2 2.0 0.0 79.6 0.0 2.1 140 FTG E PE 2.2 U4 -3.0 H.S. 81.8 100.0 0.001 TL 37.72 PV Pipe: 29 -464.2 7.987 PL 10.00 PF 0.1 U4 -3.0 H.S. 81.8 100.0 3.0 150 FTG T PE -1.3 US 0.0 SRCE 80.5 (N/A) 0.001 TL 63.08 PV NOTES: Calculations were performed by the HASS 7.7 computer program under license no. 50040828 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.089 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 26.8 ft/sec at pipe 15. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 12.05 6.03 1.425 3.51 7.01 2.34 8.18 7.01 1.17 11.69 11.69 7.01 1.655 4.57 9.15 2.29 10.29 6.86 1.14 11.44 11.44 9.15 2.124 5.71 11.42 3.42 12.56 6.85 1.14 11.42 11.42 11.42 4.316 14.03 28.06 8.42 30.87 16.84 2.81 28.06 28.06 28.06 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 35.21 37.72 7.987 18.07 35.13 13.05 45.16 12.04 4.01 31.11 31.11 35.13 8.510 24.60 47.84 17.77 61.51 16.40 5.47 42.37 42.37 47.84 0 0 0 (N 0 0 co H 0 0 0 0 (N H 0 0 0 H 0 0 I'D 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: 0-1733 MEZZANINE 0 0 CD 0 0 (N 0 U) H H 0 0 0 0 H 0 0 0 0 I (N C14 M —Q.cn-H---- 0 0 H 0 H U) 0 c 0 a) H (I) cv C)) C/) 0 H (N U). >w i-b z 0 > --1 4J 4-) U4J U) U) 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/15/2005 C:\DRAWINGS\CALCULATIONS\C-1733\MEZZANINE.SDF JOB TITLE: C-1733 MEZZANINE WATER SUPPLY CURVE 108+ *\\ I \\\ I \0\ 99+ \\\ \\\ I \\\ 90+ * <-90.0 psi @ 1074 gpm I Flow Test Point 81+ X P 72+ R I E S I S 63+ U R I E I 54+ P S I I 45+ 36+ 27+ 18+ LEGEND 'I I X = Required Water Supply 80.55 psi @ 614.2 gpm 9+ I 0 = Available Water Supply I 100.44 psi @ 614.2 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) City of Carlsbae f)2aJe4 pa:5+c (-4 P"""-r 1!: 0& o5oU1 Mark Soderberg Fire Prevention Officer (760) 602-4671 Insp. Requests 602-4660 FAX (760) 602-8561 msodeci.carlsbad.ca.us 1635 Faraday Avenue Carlsbad, California 92008 ® Iydflh11t Flow Request Form Company Requesting Hydrant Flow Telephone Number Fax Number () c\3 Location of of Hydrants (Address or Other) Cross Street Static-..LL8 - psi Residual: PSI PiLot: 7 (1 - psi Flow: - / :Q? - GPM Date: 12- Time: -_/C2( /1 Tested by: Thomas Brothers Map Fage & Grid Vt) / Draw an accurate map and specify hydrant to flow (F) and hydrant to gauge (G). 7'. I Back I I Next I C4 0,17,00 LOB FIRE SPRINKLER CORPORATION To Main Index QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES UPRIGHTS PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL DESCRIPTIONAND OPERATION CONVENTIONAL (OLD STYLE) The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation - - approximately six times faster than ordinary sprinklers While the Quick Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are J specified when allowed by the applicable standards. It offers the N J . additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and finishes to meet many varying design requirements. Quick Response Sprinklers QUICK RESPONSE should be used advisedly and under the direction of approving UPRIGHT CONVENTIONAL authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains - a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved ' pattern depending upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL See reverse side for Approvals and Specifications. SIDEWALL Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141 -C). Water Working Pressure Rating - 175 psi (I 2 Bars). ° 'jUIIUIU4 Factory tested hydrostatically to 500 Psi (34 Bars). 0 Maximum low temperature glass bulb rating is -67°F (-55°C). 0 Frame - bronze • Deflector - brass o Screw - brass Bulb seat - copper o Spring - nickel alloy o Seal - teflon QUICK RESPONSE 0 Bulb - glass with alcohol based solution, 3mm size. HORIZONTAL SIDEWALL SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER I BULB N.F.P.A. MAXIMUM CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY I35°F/I55°F 5700680C ORANGE/RED 100°F 38°C INTERMEDIATE I750F/2001 79°C1930C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 OCTOBER 2002 A-20 BULLETIN GL56 15, REV. #3 I Back I I Next I To MaIn Index OLJICK REsPovsE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT ° PENDENT e VERTICAL SIDE WALL HORIZONTAL SIDEWALL o CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 2.8 (39 metric) 112 NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4 (5.7 cm) **Satin Chrome Bright Chrome 5.6 (80 metric) 112" NPT 2 1/4" (5.7 cm) White Polyester® 7.8 (III metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester+ 8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) **Lead Coated NOTE: METRIC CONVERSIONS ARE APPROXIMATE, * HORIZONTAL SIDEWALL IS 9116. FINISHES AVAILABLE ON SPECIAL ORDER. + AVAILABLE AS UL AND C-UL LISTED CORROSION APPROVALS RESISTANT WHEN SPECIFIED ON ORDER. SIN K 135°F 155°F 175°F 200°F 286°F STYLE MODEL FACTOR 57°C 68°C 79°C 93°C 1410C cULus F.M. GL2815 2.8 X X X X X X GL4215 4.2 X X X X X X UPRIGHT GL5615 5.6 X X X X X X X / GL8II5 7.8* X X X X X X GL8I18 8.1 X X X X X X GL2801 2.8 X X X X X X GL4201 4.2 X X X X X X PENDENT GL5601 5.6 X X X X X X X GL8101 7.8* X X X X X X GL8106 8.1 X X X X X X VERTICAL GL5632 5.6 X X X X X X X SIDEWALL t GL8133 8.1 X X X X X X GL2826 2.8 X X X X X X HORIZONTAL GL4226 4.2 X X X X X X SIDEWALL § GL5626 5.6 X X X X X X X GL8127 8.1 X X X X X X CONVENTIONAL GL5624 5.6 X X X X X (OLD STYLE) GL8 125 8.1 X I X X X X HORIZONTAL SIDEWALL UL AND C.UL LISTED FOR DEFLECTOR 4" TO 12 BELOW THE CEILING, FM APPROVED 4" TO 6. f VERTICAL SIDEWALL SPRINKLER UL AND C-UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL AND C-UL LISTED FOR 6 MIN. SPACING. ORDERING INFORMATION UPRIGHT VERTICAL SIDEWALL UL AND C-UL LISTED FOR 9' SPACING. SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature * Finishes desired Quantity - Wrenches - PIN 325390 (1/2'); PIN 312366 (L.O.) (tILOBE FINE SPHINKLLH W CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or workman- ship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com OCTOBER 2002 PRINTED U.S.A. BULLETIN GL5615, REV. #3 SPRINKLER HEAD G UARD WITH a MR Ahl* as .1 LOBE - - 160 10"A FIRE SPRINKLER FOR CORPORATION MODEL GL SERIES A UTOMA TIC SPRINKLERS DESCRIPTIONAND OPERATION The Globe Model GL upright sprinkler combined headguard and water shield is designed for use where mechanical injury to the sprinkler might be expected and where a water shield is needed to protect the sprinkler's thermosensitive element from the water spray discharge of higher elevation sprinklers which could operate sooner during a fire. The Globe combined headguard and water shield can be used with either the 1/2" or 17/32" orifice Model GL upright sprinklers. Typical areas of usage are in storage racks, under open grating or even outdoors as a protection from weather. TECHNICAL DATA OVERALL LENGTH 0 1/2" NPT sprinklers - 2 7/8" 3/4" NPT sprinklers - 3" MATERIAL Headguard - steel Water shield - steel FINISHES Red enamel painted Chrome plated APPROVALS FM Approved for use with the Globe GL Series 1/2" and 17/32" orifice upright sprinklers. 989-846-4583 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com AUGUST 2002 B-I BULLETIN ASB-HGWS, REV. #3 MODEL 950DA A UV COMPANY Double Check Detector 4 Oft REa')c 90fr 2 1/2"Thru 10" J Sizes 2 1/2', 3", 4", 6", 8", 10" J Double check valve assembly consisting of two independently operated spring-loaded center guided check valves J Standard with two resilient wedge OS&Y (Outside Stem and Yoke) gate valves and four resilient seated ball valve test cocks J Heavy duty cast iron construction with FDA Approved fusion epoxy coat inside and out J Replaceable seats and seat discs J Stainless steel and bronze corrosion-resistant " internal parts U The by-pass assembly consists of a 5/8" x 3/4" L water meter in series with a double check backflow V preventer V lit U Nickel-plated ball valve handles offer superior corrosion resistance 'U For use in fireline applications MODEL 950DA U Entire unit serviceable in line U Temperature range 33°F-140°F U Maximum pressure 175 psi Model 950DA Aoorovais/Listinas Size 2 1/2 3" 4" 6" 8" 10" FCCHR@USC H H H&V H&V H&V H ASSES Listed 1048 H&V H&V H&V H&V H&V H&V AWWACompliant H&V H&V H&V H&V H&V H&V IAPMO®Listed N/A N/A N/A N/A N/A N/A CSACertified H&V H&V H&V H&V H&V H&V UL®Classified H H H H H H FM®Approved H H H H H H CUL®Classified H H H H H H H" denotes approval in horizontal orientation "V' denotes approval in vertical orientation OPTIONS *(Some Options May be Combined) Model 950DAG Same as 950DA except with grooved end gate valves. Model 950DAL Same as 950DA except less OS&Y gate valves. Model 950DALM Same as 950DA except less water meter. 46 C B - CL 0 200 400 600 800 FLOW RATE (U.S. GPM) MODEL 950DA 65mm, 80mm & 100mm (METRIC) 120 0. Cl, In 90 60 ---- —f- ___ -- - MODEL 950DA A Ziik.COMPANY 1 2 1/2"Thru 10" DIMENSIONS & WEIGHTS (Do NOT INCLUDE PACKAGING) DIME 'SIONS_(approxmate) WEIGHT MODEL SIZE mm A in. mm B WITHOUT GATE VALVES in. mm C in. mm D u mm E OS&Y GATE VALVES OPEN mm E OS&Y GATE VALVES in. mm F mm WITHOUT GATE VALVES Us WITH OS&Y GATE VALVES 22 4 4 163/81 416 8 352 4 102 101 49 211 95.8 381/8 22 559 4 W 254 187/8 479 155/8 397 4 102 101 49 2 Th4 100 501M 6 321/88Th 5 W 4 223/4 8 181/4 4 5 242 W9 150 621/8 8 41 W 6 6 30 1 24 6 6 243 836 380 8- 200 711 1807 48 9 7 16 406 4 959 24 743 7 385 23 606 10" 250 84 2137 58 3 9 229 457 44 1162 8 899 9 229 1410 1640.1 1 2228 1011.5 FLOW CHARACTERISTICS W Model 950DA 2', 3" & 4" (STANDARD) of CL 0 1000 2000 3000 4000 5000 FLOW RATE (U.S. GPM) MODEL 950DA 150mm, 200mm & 250mm (METRIC) 120 0. I~M~ BE = p.r I Fiji ZiIi ;11 FLOW RATE (us) ou 10 20 30 40 50 FLOW RATE (us) *Rated Flow (Established by approval agencies) 10 47 The Cost Effective Replacement for Schedule 10 Realizing the,growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its bmprehensive line of sprinkler pipe products. for roll grooving and welding. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease schedule 10, offering better flow characteristics while of handling. Furthermore, Eddy Flow's larger ID providing design flexibility. This product is FM provides an opportunity for downsizing and further approved, as well as UL listed (for U.S. and Canada) cost savings. COMPARISON Inside Diameter C.R.R.* NPS O.D. Eddy Flow Sch. 10 Sch. 40 Eddy Flow Schedule 40 (in) (in) (in) (in) (in) 1-1/4 1.660 1.515 1.442 1.380 2.93 1.00 1-1/2 1.900 1.734 1.682 1.610 3.44 1.00 2 2.375 2.209 2.157 2.067 2.78 1.00 2-1/2 2.875 2.729 2.635 2.469 1.09 1.00 3 3.500 3.342 3.260 3.068 1.00 1.00 4 1 4.500 1 4.316 1 4.260 1 4.026 1 1.00 1 1.00 * Corrosion Resistance Ratio Dual Certified to ASTM A135 and A 795. FM approved for roll grooving and welding for use in wet systems. UL listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 175 psi. Floor stock available in various lengths produced in Trenton (GA), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths. Can be supplied roll grooved, or plain end for use with Victaulic FIT, Fittings. Can be used for wet and dry* systems. - iaciy I-low can be not dipped galvanized to meet FM'S requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, Chesterfield, MO 63017 contact your salesperson today at C e us 141L MOOSE TUBE CON111l (800) 325-4467 (800) 325-4467 or (636) 537-2600 F: (636) 537-2645 in the USA, or from Canada www.bullmoosetube.com call (800) 882-4666 ACfiPRRD company e-mail: info@bul Imoosetube. corn APPROVED All information Contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 01(1) A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Has No Thread Warning Has a Pressure Rating of 300 psi Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves Is Produced From Steel With Excellent Properties of Strength and Threadability Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS Nominal Weight I.D. Bundle Pipe Size (in) Lb.! Ft (in) Size 1 1.600 1.090 70 1-1/4 2.139 1.425 51 1-1/2 2.562 1.655 44 2 3.364 2.124 30 CORROSION RESISTANCE RATIOS Nominal Sch. 40 EDDYTHREAD 40 EDDYLITE Pipe _Size _(in) 1 1.00 1.00 0.74 1-1/4 1.00 1.00 0.48 1-1/2 1.00 1.00 0.47 2 1.00 1.00 0.38 * Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems 1819 Clarkson Road For additional information, (N 6 Chesterfield, MO 63017 contact your salesperson today at C®IJS (800) 325-4467 (800) 325-4467 or (636) 537-2600 LISTED 8 BULL. MOOSE TUBE C VIPANY FAX: (636) 537-2645 in the USA, or from Canada ______ www.bullmoosetube.com call (800) 882-4666 ACCRPBROcompany e-mail: info@bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 02/03 __City of Carlsbad Fire P(eveMlon Igi Mark Soderberg Fire PreventiOn Officer (780) 602-4871 Insp. 9equosts 602-4660 PAX (760) 602-8501 rnsodeci.carIsbad.ca,us 1 L E 1635 Faraday Avenue Carlsbad, California 92006 ® ¶ydrant Flow Req4iest Form vim Company Requesting H:drani Plow ~i \Z232 Li. Tc1cphoc Number :1 - FxNumbr Location of Hydrants (A.ddre.f'; or Other) Cross Sct Thomas Brothcm Map Oñd_____ Static:, _LJ. PSI Rc3iduul: PSI _, /n\ Pito; _,_/_(j_) PSI Flow: / Q'7 GPM Date: - .l i.jO75T' Timc: /LL;- Thstcd by: Draw an accurate map and IpecIty hydrant to flow (F) and hydrant to gauge (G) EO/Z.9 39d 10310eld BId NeI31SM ZZETETSBSB SEPT S00/80/I Hose Monster) FLOW CHART DIAMETER PSI 4" ORIFICE 10 - 1074 1041 11 1126 1091 12 _1177 114:' 13 1225 - 1194 123!) 14 - 1271 15 "1315 128 16 1359 1321. 17 1400 1365 18 1441 14015. 19 1480 1443 20 1519 1.461 21 1556 1517 22 1593 153 23 - 1629 15kg 24 - .1664 162 25 1698 16E5 26 1732 168 27 1765 17:0 28 - 1797 1712 29 1829 173 30 - 1860 - 18:1.3 31 1891 18,1.3 32 1921 1853 33 1951 19:2 34 - 1980 190 35 - 2009 19.19 36 2038 196 37_ 2066 2014 38_ 2094 - 39 2121 2018 40_ 2148 2)4 41 2175 210 42 2201 2116 ]DIAMETEB. ORIFICE PSI I 4" 4-112" 43 2227 2171 44 2253 2196 45 2278 - 2221 46 2304 2245 47 2329 2270 48 2353 2294 49 - :::_2378 2317. 50 2402 2341 51 2426 - 2364 52 2449 2387 53 2473 2410 54 - 2496 2433_ 55 2519 2455 -- 56 - 2542 2477 57 2564 2500 58 :- 2587 2521 59 2609 2543 60 2631 2564 61 2653 2586_ 62 2674 2607 63 2696 2628 64 :: 2717 - 2649 - 65 2738 2669 66 2759 2690 67 2780 2710 68 2801 2730 69 2821 2750 70 2842 2770 71 2862 2790 72 2882 2809 73 2902 2829 74 2922 2848 - 2941 2867 ,J U. S. Patent # 5,069,073,._. Distributed by Jiydro Flow Products, Inc. I 1853 Hicks Road, Suite 'Rolling Meadows, IL. 600081 847-202-9987 6/97 —SIP, CU .SIPTBD BY thjderwriter Laboratories Inc., AS MAMJPhCTURfl wu j ISTALLED IN ACCORJkANCE wrru TO now NmAsuRxm;iTr ACCURACY SPEOV1DY ThK 1117 MA 1JFACPJRR'S aiSThL1ATI014 INS11RUCflONS. FIRE PUMP PLOW STING r30U1PMXNT upTr. TDF of Kansas, Inc. © KaDaS City, Missouri CO/CO 39Vd 13310e1d 3èJ1J N1S3M ZZETETs8se sc:t,r /80/t 12232 Thatcher Court • Poway, CA 9206 . .(858)513-4940 . Fa (858) 513-1322 L1T !A To Brenda Mario From: Erik Dunsmon3 Company: City of Carlsbad Pages: 3 including cover sheet Fax! 760.602-8561 Data: 12/8)05 Phone 760-602-4671 Project: Modem Postcard CB 050567 Re 0 Urgent 0 For Review DI 'lease Comment 0 Please Ropll:v 0 Please Recycle This is a copy of our flow tes done today for your records., Also the pitot gauge assembly has its own flow charl that I am sending with the test.. Thanks, Erik lDunsmore Cell: 619-954-8053 CO/tO 39d 13310e1d 3e11J N31S3M EtEt898 SE:PT O0/80/t Carlsbad Municipal Water District FILE CO Potable Water Discharge Event Report Date: 6 'ic- Location: ,/( 75- 17~1 /Q'q VA v (&Vc CI 9.9- 8o3) Reason for Discharge Event: y y Type of Event: Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Initial Estimated Discharge Flow: Start Time 16 ________________ End Time /o Pre-Dechlorination Residual: 2. C Post-Dechlorination Residual: (less than 0.1 mg/L) pH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. Water Sampling Performed by: C m i p Comments: £T4T, C / 11 Re3 /e'o PC,- 7 Submitted by: c&_Lc.f / Reviewd by: 1L-2 1/1-11arne & bI / / (Name & Date)