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Home My WebLink About6653 THRASHER PL; ; AS1000756/27/24,1:53 PM AS100075 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS100075 Job Address: 6653 THRASHER FL Status: ISSUED Permit Type: SPRINK Applied 6/10/2010 Parcel No: 2150413000 Approved: 6/20/2010 Lot #: 0 Reference No.: Issued: 6/20/2010 PC #: Inspector: Project Title: POINSETTIA REDIGE MODELS 8 FIRE SPRINKLER INSPECTIONS FOR 4 MODELS Applicant: Owner: BLACKRAILLP CIO EXCEL REALTY HOLDINGS LLC 17140 BERNARDO CENTER DR #310 SAN DIEGO CA Fees rIIdd'I_Fees ($) Total Balance L 520 0 520 about:blank 1/1 City of Carlsbad 06-10-2010 Fire Department Permit Permit No: AS100075 Job Address: 6653 THRASHER PL CBAD Permit Type: SPRINK Subtype: RES Status: ISSUED Parcel No: 2150413000 Lot #: 0 Applied: 06/10/2010 Issued: 06/10/2010 Fire Dept Ref: AS100075 Building Permit#: Entered By: BSW Location: Project Title: POINSETTIA REDIGE MODELS A 4~1 Description: 8 FIRE SPRINKLER INSPECTIONS FOR 4 MODELS Contractor: RESIDENTIAL FIRE SYSTEMS, INC. Phone: 714-666-8450 Fax: 2871 E. VIA MARTENS ANAHEIM, CA 92806 Total Fees: $520.00 Total Payments To Date $0.00 #of Systems I # of Additional Risers or Floors 0 Plan Check Fee $0.00 Additional Plan Check Fee $0.00 #of Heads 0 $0.00 Permit Fee $0.00 Additional Permit Fee $0.00 Re-Inspection Fee 0 $0.00 ByPass Meter Fee $0.00 ByPass Addtl Meter Fee $0.00 Other $520.00 Additional Fees $0.00 TOTAL PERMIT FEES $520.00 NOTICE: Please take NOTICE that approval of your project includes the imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions, You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. It you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. CARLSBAD FIRE PREVENTION DIVISION Permit Application Form Check or fill in pertinent information for type of permit you are submitting. AS —Automatic Sprinklers (Check off type of plans being submitted) New System - How many risers/levels? Tenant Improvement Residential - How many systems and/or buildings? Underground for approval cj-to Underground included for reference only Total Fees FA - Fire Alarm 01, / .4 ' 25 Devices or less Over 26 devices # of devices Monitoring System FS - Fixed Systems (Circle One) Hood & Duct, Special Chemical Agent Suppression System, Standpipe, Spray Booth or Appliance. Total Fees Failed Inspection fee on Name of Project: construction is $75.00. I I/' Z4~ / Address of job site: ôIiZ_— ca4e Suite # Building Permit # CB Contractor Name Address I N, W~2 4- t ~ State s. Phone 6ZZ Fax 7/4t'17f Kind of License and Number M 7k;" Exp. Date / I Do you currently have a business license on file with the City of Carlsbad? (r No 'L4t4 Signature_______________________ _______ Please estimate at least 10 business days for plan review comments and/or approval. We will contact you by telephone when the plans are approved/disapproved. Thank you! Total Fees Carlsbad Fire Department Plan Review Requirements Category: SPRINK, RES Date of Report: 06-14-2010 Reviewed by: Name: Address: Permit #: AS 100075 RESIDENTIAL FIRE SYSTEMS, INC. 2871 B. VIA MARTENS ANAHEIM, CA 92806 Job Name: POINSETTIA RID/GE MODELS Job Address: 6653 THRASHER PL CBAD 4U4Ui1LC1 O11UUUL a icvicw iu ueieiiiiiiie eoiiipiianee Wllnlrre appntatc LcuIu1%Lb. iuview carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0004071 [MET] ** APPROVED: w/ NOTES THIS PROJECT HAS BEEN REVIEWED AND APPROVED FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT. THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HEREON, CONDITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE HELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry: 06/14/2010 By: KW/gr Action: AP Parsley Consulting 350 West 9h Avenue, Suite 206 Escondido, California 92025-5053 Telephone (760) 745-6181 Fax(760) 745-0537 May 21, 2010 Mr. James Weigand City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 Subject: Plan Review for Poinsettia Ridge, Tract 16596, Carlsbad, California Dear Mr Weigand: We have reviewed the submittal as prepared by Residential Fire Systems. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. Sincerely, Xenneth EY OULT,NG W. WagoneiT Office Manager End (1) Working Drawings - 3 sets Hydraulic Calculations - 1 sets Review Comments - 1 set Note: A copy of this letter has been transmitted via fax to Residential Fire Systems on May 21, 2010 file:\C:\Documents and Settins'Ken\Rev2 10200.001 .wpd Poinsettia Ridge, Tract 16596 Review Comments. Page 2 Review Comments Poinsettia Ridge, Tract 16596, Carlsbad, California Field verify that the noted static pressure of 89.0 psi exists at the highest pad elevation, as there was no indication of where this pressure was applicable. Ball valves on Watts 007 shown in riser diagram should be locked in the open position, as control valves which can isolate the fire sprinkler system independent of the domestic system are not allowed without being locked. General notes 1 and 9 on sheet 1 are in error as they reference the 2007 edition of NFPA-13D, which has not been adopted by Carlsbad Fire. These notes were redlined on the plans. The riser detail indicates a 2" water meter, which seems unlikely for single family residences of this size. Field verify that at least a 1" diameter meter is installed. Sheet 3 comments The spacing in the master bedroom and family room is at 18', and requires 17 gpm per the manufacturer's requirements. The calculations use the proper flow, and the hydraulic design sticker has been redlined. The "garage" hydraulic calculations were not flowing the proper reference points, and have been discarded. (References 16/20 vs. 27/28) Sheet 4 comments. The spacing in the family room is at 18', and requires 17 gpm per the manufacturer's requirements. The calculations use the proper flow, and the hydraulic design sticker has been redlined. 8. Same as comment #6. (References 14/17 vs. 29/30) The following comments are for your information and will appear on every residential sprinkler review. The alarm bell must be capable of being heard, above background noise, with doors closed, in all living areas of the residence. This will be checked at final acceptance. Pressure required at base of riser will be verified to be available at time of final acceptance. Sprinkler heads are omitted from bathroom areas under 55 SF in area with noncombustible plumbing fixtures. Fixtures will be verified at final acceptance. Sprinkler head blockage or pattern disruption caused by beams or other obstructions will be verified to not exist at final acceptance inspection. Sprinkler heads should be located the proper distance from heat sources (stoves, kitchen ranges, fireplaces, heat diffusers, etc.) This will be checked at final acceptance inspection. Sprinkler heads located in an unconditioned space (garage, water heater closet, etc.) should be fast response type with an appropriate temperature rating, commercial heads are acceptable in these areas. All exposed piping shall be black steel or copper. Concealed piping can be CPVC plastic. DAD-F,: 5/U7/20'i0 M:Andrew DWG\Poinsettia Ridge\Plan a GARAGE.rdf Page 1 RESIDENTIAL FIRE SYSTEMS, INC. As t0co ?~5 These plans have been reviewed for apparent compliance with the current applicable codes uttdtandardsin !àree in i he urisdiction. TllCQwner or contractor may itilize his •i eview in support of an application for a building periiilt s ith he express, understanding that thisreviesi it,, way relieves the owner or contractor or their 0tessIutial enciuteer or an.ls,tcct for sole responsibility lr full Clutpliance with said codes and standards. including the huildingcode or for any reponsihiltv foi dlicieflcies. rrors omit'sions or negligence in these plaits whether or not utOted ii. this review. Date:, /'%'j'fo Reviewer: J REc9P1MENI) APPROVAL RECOMMEND APPROVAL. AS NOTED ii. 5elcX /± E. VIA 1IOL'O ANAHEIM, CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Poinsettia Ridge Carlsbad, CA Tract t 16596 Plan Type 1 2-Head Caic Garage Date: 5/17/2010 File No: Data File Name: Plan 1 GARAGE.rdf SPRINKLER SPACING 225.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 15.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 7.5 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: F1FR K5.60 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=5.50 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=5.48 (In cl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: ElazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: 5/10/2010 By: C.W.D. Static: 89.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 2 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 16.0 8.5 2 16.0 8.5 REVIEWING AUTHORITY C.F.D. Node Total Avail. ReqTd No. Flow Press. Press. 10 21.0 89.0 31.7 10 37.5 88.9 50.8 DAT,E: 5/7/200 M: 'Andrew DMG\Poinsettia Ridge\Plan 1 GARAG E . r d f Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * PLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P END LEN FIT. LOSS EL SP *DISCH FLOW PP PT *DISCH FLOW PP PT HC NOD DIA EQV.LN PUMP (PT) (K) *(GPM) FL/FT PE (PSI)*(CPM) FL/FT PE (PSI) 1 1 43.80 2.0 SRCE ---- 21.0 5.32 31.7 ---- 37.5 15.58 50.8 150 2 0.995 0.0 -----2.0 -5 5 0.12 0.00 26.4 5 0.36 0.00 35.2 2 2 69.80 E -9.0 -2.0 -5 5 16.0 0.53 26.4 5 .32.5 1.95 35.2 150 3 1.598 2.0 ---- ---- ---- ---- 0.01 0.00 16.9 ---- 0.03 0.00 24.3 3 3 4.50 L ---- ---- ---- ---- 16.0 0.08 16.9 ---- 32.5 0.31 24.3 150 4 1.505 4.0 ---- 2.0 ---- ---- 0.01 1.73 15.1 ---- 0.04 1.73 22.2 4 4 4.50 LBS ---- 2.0 ---- ---- 16.0 1.10 15.1 ---- 32.5 4.08 22.2 150 5 1.101 20.0 ---- 6.0 ---- ---- 0.05 1.73 12.2 ---- 0.17 1.73 16.4 5 5 4.00 R ---- 6.0 ---- ---- 16.0 0.23 12.2 ---- 32.5 0.83 16.4 150 6 1.101 1.0 ---- 10.0 ---- ---- 0.05 1.73 10.3 ---- 0.17 1.73 13.9 6 6 5.20 L ---- 10.0 ---- ---- 16.0 0.55 10.3 ---- 32.5 2.03 13.9 150 7 1.101 7.0 ---- 10.0 ---- ---- 0.05 0.00 9.7 ---- 0.17 0.00 11.8 7 7 11.00 R ---- 10.0 ---- ---- 13.2 0.38 9.7 ---- 26.7 1.39 11.8 150 8 1.101 1.0 ---- 10.0 ---- ---- 0.03 0.00 9.4 ---- 0.12 0.00 10.4 8 8 3.80 B ---- 10.0 ---- ---- 16.0 0.40 9.4 ---- 32.5 1.47 10.4 150 9 1.101 5.0 ---- 10.0 5.50 ---- 0.05 0.00 9.0 16.5 0.17 0.00 9.0 9 9 10.00 R ---- 10.0 5.50 ---- 16.0 0.50 9.0 16.5 16.0 0.50 9.0 150 10 1.101 1.0 ---- 10.0 5.50 16.0 0.05 0.00 8.5 16.0 0.05 0.00 8.5 10 8 71.40 B9R ---- 10.0 ---- ---- -2.8 0.16 9.4 -----5.8 0.58 10.4 150 11 1.101 14.0 ---- 10.0 ---- ---- 0.00 0.00 9.5 -----0.01 0.00 11.0 11 11 1.40 B ---- 10.0 ---- ---- 0.0 0.00 9.5 ---- 0.0 0.00 11.0 150 12 1.101 5.0 ---- 10.0 ---- ---- 0.00 0.00 9.5 ---- 0.00 0.00 11.0 12 12 8.90 R ---- 10.0 ---- ---- 0.0 0.00 9.5 ---- 0.0 0.00 11.0. 150 13 1.101 1.0 ---- 10.0 ---- ---- 0.00 0.00 9.5 ---- 0.00 0.00 11.0 13 11 97.00 LB9R ---- 10.0 ---- ---- -2.8 0.22 9.5 -----5.8 0.81 11.0 150 7 1.101 21.0 ---- 10.0 ---- ---- 0.00 0.00 9.7 -----0.01 0.00 11.8 Node Notes Pipe Notes Legend: P - Pipe 1 LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings E.QV.. .LN 7 ripe Equivalent Length FIXD LOSS -. Fixed Loss Device PUMP - Pump Pressure EL -...Nod e EldvatioTF SF - K-Factor DISCH - Discharge in gpin DATE: 5/17/200 M: Andrew DWG\Poinsettia Ridge\Plan 1 G A R A G E . r d f Page 3 FLOW - Flow Rate FL/FT - Friction Loss per Foot PP - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Eli, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S = S w g C h k , G = G a t V l v , X = X , The maximum velocity of water flow occurs in pipe 1 at 8.65 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 15.46 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S C X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 Sprinkler, system has been hydraulically calculate d w i t h t h e HASS 8.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at eac h n o d e a n d a maximum imbalance of 0.13 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imba l a n c e of 0.01 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 130 or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 V DAT'E: 5/17/20i.0 M:Andrew DWC\Poinsettia Ridge\P l a n 1 G A R A G E . r d f Page 4 WATER SUPPLY CURVE 90.0 I 81.0 1 72. 0 R E 63. 0 S S 54.0 U R 45.0 36.0 C I B S I 18.0 CD 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 89.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) • (2 sprinklers flowing) A = Available Water.Supply C = Available Water Supply 89.0 psi @ 21.0 gpm 88.9 psi 8 37.5 gpm B = Required Water Supply D = Required Water Supply 31.7 psi 8 21.0 gpm 50.8 psi 8 37.5 gpm DA2E: 5/17/210 M:\Andrew DG\Poinsettia Ridge\Plan 1 GARAGE.rdf Page 5 DARE: 5/a7/2010 M:\Andrew DWG\Poinsettia Ridge\Plan Lrdf Page 1 RESIDENTIAL FIRE SYSTEMS, INC. 2871 E. VIA MARTENS ANAHEIM, CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Poinsettia Ridge Carlsbad, CA Tract 4t 16596 Plan Type 1 2-Head Calc Master Bedroom Date: 5/17/2010 File No: Data File Name: Plan l.rdf SPRINKLER SPACING 324.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 18.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc. Pen. (18x18) K4.90 Calculated K Factor for Arm-Dyers & Drops: 1.0 ft. x 1.101 in. Drop: K=4.83 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.81 (Incl. 1 Tee & 1 E l l ) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 I WATER SUPPLY Source: Public Test Date: 5/10/2010 By: C.W.D. Static: 89.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 2 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. ReqTd Flowing Flow (psi) No. Flow Press. Press. 1 17.0 12.4 13 22.0 89.0 37.5 2 17.0 12.4 13 39.3 88.9 61.0 / REVIEWING AUTHORITY C.F.D. DATE: 5/'17/2010 M:\Andrew DWG\Poinsettia Ridge\Plan 1.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PP PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (PT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 43.80 2.0 SRCE ---- 22.0 5.80 37.5 ---- 39.3 17.05 61.0 150 2 0.995 0.0 -----2.0 -5 5 0.13 0.00 31.7i 5 0.39 0.00 44.0 2 2 69.80 E -9.0 -2.0 -5 5 17.0 0.59 31.7 - 5 34.3 2.16 44.0 150 3 1.598 2.0 ---- ---- ---- ---- 0.01 0.00 22.1 ---- 0.03 0.00 32.8 3 3 4.50 L -------- ---- ---- 17.0 0.09 22.1 ---- 34.3 0.34 32.8 150 4 1.505 4.0 ---- 2.0 ---- ---- 0.01 1.73 20.3 ---- 0.04 1.73 30.7 4 4 4.50 LBS ---- 2.0 ---- ---- 17.0 1.23 20.3 ---- 34.3 4.53 30.7 150 5 1.101 20.0 ---- 6.0 ---- ---- 0.05 1.73 17.3 ---- 0.18 1.73 24.5 5 5 4.00 150 6 1.101 6 6 5.20 150 7 1.101 7 7 11.00 150 8 1.101 8 8 3.80 150 9 1.101 R ---- 6.0 --------17.0 0.25 17.3 - - - - 34.3 0.92 24.5 1.0 ---- 10.0 ---- ---- 0.05 1.73 15.3 ---- 0.18 1.73 21.8 L ---- 10.0 ---- ---- 17.0 0.61 15.3 ---- 34.3 2.26 21.8 7.0 ---- 10.0 ---- ---- 0.05 0.00 14.7 - - - - 0.18 0.00 19.6 R ---- 10.0 ---- ---- 8.9 0.18 14.7 ---- 18.1 0.68 19.6 1.0 ---- 10.0 ---- ---- 0.02 0.00 14.5 ---- 0.06 0.00 18.9 B ---- 10.0 ---- ---- 0.0 0.00 14.5 - - - - 0.0 0.00 18.9 5.0 ---- 10.0 ---- ---- 0.00 0.00 14.5 - - - - 0.00 0.00 18.9 9 9 10.00 R ---- 10.0 ---- ---- 0.0 0.00 14.5 - - - - 0.0 0.00 18.9 150 10 1.101 1.0 - - - - 10.0 --------0.00 0.00 14.5 - - - - 0.00 0.00 18.9 10 8 71.40 B9R ---- 10.0 ---- ---- 8.9 1.31 14.5 ---- 18.1 4.81 18.9 150 11 1.101 14.0 ---- 10.0 ---- ---- 0.02 0.00 13.2 ---- 0.06 0.00 14.1 11 11 1.40 B ---- 10.0 ---- ---- 17.0 0.32 13.2 - - - - 34.3 1.18 14.1 150 12 1.101 5.0 ---- 10.0 4.83 ---- 0.05 0.00 12.9 17.3 0.18 0.00 12.9 12 12 8.90 F - - - - 10.0 4.83 - - - - 17.0 0.50 12.9 17.3 17.0 0.50 12.9 150 13 1.101 1.0 ---- 10.0 4.83 17.0 0.05 0.00 12.4 17.0 0.05 0.00 12.4 13 11 97.00 LB9R ---- 10.0 ---- ---- -8.1 1.49 13.2 -----16.3 5.48 14.1 150 7 1.101 21.0 ---- 10.0 ---- ---- - 0.01 0.00 14.7 ------0.05 0.00 19.6 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings .EQV.LN -Ppe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP -.Pump Pressure EL = Node ldvãtUôh SP - K-Factor DISCH - Discharge in gpm DATE: 5/fl/2010 N: Andrew DWG\Poinsettia Ridg e \ P l a n l . r d f Page 3 FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction FE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S = S w g C h k , G = G a t V l v , X = X , The maximum velocity of water flow occurs in p i p e 1 at 9.06 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pip e 1 at 16.23 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: BlazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B B C S G X Y Z 45 Eli 90 Ell TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B B C S G X Y S 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calcu l a t e d w i t h t h e HASS 8.0 computer program (License No. 380613 0 4 to provide an average imbalance of 0.012 gpm a t e a c h n o d e a n d a maximum imbalance of 0.15 gpm with one spri n k l e r flowing, and 0.010 gpm at each node and maximum i m b a l a n c e of 0.01 gpm with 2 sprinklers f1owing in accordanc e with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 5/17/2010 :\Andrew DWC\Poinsettia Ridge\Plan 1.rdf Page 4 WATER SUPPLY CURVE o 9. 0 A C 81.0 P 72.0 R E 63.0 S D S 54.0 U R 45.0 E OB 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 89.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 89.0 psi @ 22.0 gpm 88.9 psi 8 39.3 gpm B = Required Water Supply D = Required Water Supply 37.5 psi 8 22.0 gpm 61.0 psi 8 39.3 gpm DATE: 5 /17/20'10 M:\Andew DWG\Poinsettia Ridge\Pian Lrdf Page 5 DATE: 5/17/20'10 M:"Andrew DWG\Poinsettia R i d g e \ P l a n 2 . r d f Page 1 RESIDENTIAL FIRE SYSTEMS, INC. 2871 E. VIA MARTENS ANAHEIM, CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Poinsettia Ridge Carlsbad, CA Tract 4( 16596 Plan 2 2- Head Calc Master Bedroom Date: 5/17/2010 File No: Data File Name: Plan 2.rdf SPRINKLER SPACING 324.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 18.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc. Pen. (18x18) K4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.83 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.81 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: 5/10/2010 By: C.W.D. Static: 89.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 2 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 17.0 12.4 20 22.0 89.0 41.5 2 17.0 12.4 20 39.5 88.9 63.5 REVIEWING AUTHORITY C.F.D. DATE: 5/2 7/2010 M:\Andrew DO-\Poinsettia Ridge\Plan 2.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P END LEN FIT. LOSS EL SP *DISCH FLOW PP PT *DISCH FLOW PP PT HWC NOD DIA EQV.LN PUMP (PT) (K) *(GPM) FL/FT PE (PSI)*(CPM) FL/FT PE (PSI) 1 1 3.80 2.0 SRCE ---- 22.0 5.82 41.5 ---- 39.5 17.15 63.5 150 2 0.995 0.0 -----2.0 -5 5 0.13 0.00 35.7 5 0.39 0.00 46.4 2 2 69.80 E -9.0 -2.0 -5 5 17.0 0.59 35.7 5 34.5 2.18 46.4 150 3 1.598 2.0 ---- ---- ---- ---- 0.01 0.00 26.1 ---- 0.03 0.00 35.2 3 3 4.50 L ---- ---- ---- ---- 17.0 0.09 26.1 ---- 34.5 0.35 35.2 150 4 1.505 4.0 ---- 2.0 ---- ---- 0.01 1.73 24.3 ---- 0.04 1.73 33.1 4 4 4.50 LBS ---- 2.0 ---- ---- 17.0 1.23 24.3 ---- 34.5 4.56 33.1 150 5 1.101 20.0 ---- 6.0 ---- ---- 0.05 1.73 21.3 ---- 0.19 1.73 26.8 5 5 4.00 R ---- 6.0 ---- ---- 17.0 0.25 21.3 ---- 34.5 0.93 26.8 150 6 1.101 1.0 ---- 10.0 ---- ---- 0.05 1.73 19.3 ---- 0.19 1.73 24.2 6 6 1.40 L ---- 10.0 ---- ---- 17.0 0.42 19.3 ---- 34.5 1.56 24.2 150 7 1.101 7.0 ---- 10.0 ---- ---- 0.05 0.00 18.9 ---- 0.19 0.00 22.6 7 7 7.40 3R ---- 10.0 ---- ---- 9.6 0.18 18.9 ---- 19.4 0.67 22.6 150 8 1.101 3.0 ---- 10.0 ---- ---- 0.02 0.00 18.7 ---- 0.06 0.00 21.9 8 7 10.90 B ---- 10.0 ---- ---- 7.4 0.17 18.9 ---- 15.0 0.64 22.6 150 9 1.101 5.0 ---- 10.0 ---- ---- 0.01 0.00 18.7 ---- 0.04 0.00 22.0 9 9 10.00 L ---- 10.0 ---- ---- 7.4 0.18 18.7 ---- 15.0 0.68 22.O 150 10 1.101 7.0 ---- 20.0 ---- ---- 0.01 4.33 14.2 ---- 0.04 4.33 16.9 10 10 12.90 LB ---- 20.0 ---- ---- 7.4 0.27 14.2 ---- 15.0 1.00 16.9 150 11 1.101 12.0 ---- 20.0 ---- ---- 0.01 0.00 14.0 ---- 0.04 0.00 15.9 11 11 13.30 BR ---- 20.0 ---- ---- -1.4 0.01 14. .0 ---- -2.4. 0.03 15.9 150. 12 1.101 6.0 ---- 20.0 ---- ---- 0.00 0.00 14.0 ---- 0.00 0.00 16.0 12 12 3.10 B ---- 20.0 ---- ---- -9.6 0.14 14.0 -----19.4 0.52 16.0 150 13 1.101 5.0 ---- 20.0 ---- ---- - 0. 02 0.00 14.1 ---- -0.06 0.00 16.5 13 13 10.00 •L ---- 20.0. ---- ---- -9.6 0.30 14.1 -----19.4 1.10 16.5 150 8 1.101 7.0 ---- 10.0 ---- ---- - 0.02 4.33 18.7 -----0.06 4.33 21.9 14 12 16.10 3LR ---- 20.0 ---- ---- 8.2 0.50 14.0 ---- 17.1 1.93 16.0 150 14 1.101 22.0 ---- 20.0 ---- ---- 0.01 0.00 13.5 ---- 0.05 0.00 14.0 15 14 31.10 LB2R ---- 20.0 ---- ---- 2.8 0.08 13.5 ---- 4.9 0.23 14.0 150 15 1.101 14.0 ---- 20.0 ---- ---- 0.00 0.00 13.4 ---- 0.01 0.00 13.8 1...l4 31.40 ..---- 20.0 ---- ---- -5.4 0.21 13.5 ---- 12.1 0.95 14.0 150 16 1.101 4 0 ---- 20 0 4 -.83 _L_ o 01 0 00 13.-3 17 5 0 03 0 00 13 l DATE: 5/7/2C]10 M:\Andrew DWG\Poinsetta Ridge\Plan 2.rdf Page 3 17 16 6.90 R ---- 20.0 4.83 5.4 0.05 13.3 17.5 -5.3 0.05 13.1 150 17 1.101 1.0 ---- 20.0 ---- ---- 0.01 0.00 13.2 -----0.01 0.00 13.1 18 17 8.60 B ---- 20.0 ---- ---- -2.9 0.03 13.2 ---- -6.6 0.12 13.1 150 18 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 13.2 ---- -0.01 0 . 0 0 1 3 . 3 19 17 0.80 B - - - - 20.0 --------8.3 0.08 13.2 - - - - 1.3 0.00 13.1 150 19 1.101 5.0 - - - - 20.0 --------0.01 0.00 13.1 - - - - 0.00 0.00 13.1 20 19 2.80 LB ---- 20.0 ---- ---- 17.0 0.75 13.1 ---- 17.0 0.75 13.1 150 20 1.101 12.0 ---- 20.0 4.83 17.0 0.05 0.00 12.4 17.0 0.05 0.00 12.4 21 19 11.40 R ---- 20.0 ---- ---- -8.7 0.18 13.1 -----15.7 0 . 5 4 1 3 . 1 150 21 1.101 1.0 ---- 20.0 ---- ---- - 0.01 0.00 13.3 ---- -0.04 0.00 13.7 22 21 12.90 L2R - - - - 20.0 --------0.1 0.00 13.3 - - - - 1.7 0.02 13.7 150 22 1.101 9.0 ---- 20.0 ---- ---- 0.00 0.00 13.3 ---- 0.00 0.00 13.7 23 21 20.40 B4R ---- 20.0 ----i ---- -8.8 0.44 13.3 -----17.4 1.55 13.7 150 23 1.101 9.0 ---- 20.0 ---- ---- -0.01 0.00 13.8 -----0.05 0.00 15.2 24 23 8.90 SR ---- 20.0 ---- ---- -8.8 0.21 13.8 -----17.4 0.73 15.2 150 11 1.101 5.0 ---- 20.0 ---- ---- - 0. 01 0.00 14.0 -----0.05 0.00 15.9 25 23 2.90 B ---- 20.0 ---- ---- 0.0 0.00 13.8 ---- 0.0 0.00 15.2 150 24 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 13.8 ---- 0.00 0.00 15.2 26 24 10.00 L ---- 20.0 ---- ---- 0.0 0.00 13.8 ---- 0.0 0.00 15.2 150 25 1.101 7.0 ---- 10.0 ---- ---- 0.00 4.33 18.1 ---- 0.00 4.33 19.6 27 25 1.20 L ---- 10.0 ---- ---- 0.0 0.00 18.1 ---- 0.0 0.00 19.6 150 26 1.101 7.0 ---- 10.0 ---------0.00 0.00 181 --- 0.00 0. 00 19.6 28 26 1.10 B ---- 10.0 ---- ---- 0.0 0.00 18.1 ---- 0.0 0.00 19.6 150 27 1.101 5.0 ---- 10.0 ---- ---- 0.00 0.00 18.1 ---- 0.00 0.00 19.6 29 26 10.30 LR ---- 10.0 ---- ---- 0.0 0.00 18.1 ---- 0.0 0.00 19.6 150 28 1.101 8.0 ---- 10.0 ---- ---- 0.00 0.00 18.1 - - - - 0.00 0.00 19.6 30 15 10.00 L ---- 20.0 ---- ---- 2.8 0.03 13.4 ---- 4.9 0.09 13.8 150 29 1.101 7.0 ---- 10.0 ---- ---- 0.00 4.33 17.7 ---- 0.01 4.33 18.1 31 29 17.00 LR ---- 10.0 ---- ---- 2.8 0.05 17.7 ---- 4.9 0.13 18.1 150 30 1.101 8.0 ---- 10.0 ---- ---- -0.00 0.00 17.6 ---- 0.01 0.00 17.9 32 30 12.80 L2R ---- 10.0 ---- ---- 2.9 0.04 17.6 ---- 6.6 0.19 17.9 150 31 1.101 9.0 ---- 10.0 ---- ---- 0.00 0.00 17.6 ---- 0.01 0.00 17.7 33 31 10.00 L ---- 10.0 ---- ---- 2.9 0.03 17.6 ---- 6.6 0.15 17.7 150 18 1.101 7.0 ---- 20.0 ---- ---- 0.00 4.33 13.2 - - - - 0.01 4.33 13.3 34 30 46.20 LB4R ---- 10.0 --- ---- -0. 1 0.00 17.6 ---- -1.7 0.04 17.9 150 32 1.101 16.0 ---- 10.0 ---- ---- 0.00 0.00 17.6 ---- 0.00 0.00 18.0 35 32, 10.00 L ---- 10.0 ---- ---- -0.1 0.00 17.6 -----1.7 0.01 18.0 150 22 1.101 7.0 ---- 20.0 --i- 0. 00 "'4 .33 '13.3 -000' 4.33- 13 .7- - - DATE: 5/17/2010 M:\Andrew DWG\Poinsettia Ridge\Pian 2.rdf Page 4 Node Notes Pipe Notes Legend: P - Pipe DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PP - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL- Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupl g , S = S w g C h k , G = G a t V l v , X = X , The maximum velocity of water flow occurs in pipe 1 at 9.08 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 16.28 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: BiazeMaster HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B F C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatViv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatViv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B L B F C S G X Y Z 45 Eli 90 En TeeBch TeeRun Couplg SwgChk GatViv X I Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calcul a t e d w i t h t h e HASS 8.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at e a c h n o d e a n d a maximum imbalance of 0.01 gpm with one sprinkl e r flowing, and 0.010 gpm at each node and maximum i m b a l a n c e of 0.06 gpm with 2 sprinklers flowing in accordan c e with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 DATE: 5/17/2010 M:\Andrew DWG\Poinsettia Ridge\Plan 2.rdf Page 5 WATER SUPPLY CURVE 90.0- 81. 0 72.0 R E 63 .0 CD S S 54.0 U R 45.0 S I 36.0 P 27.0 S I 18.0 0.0 - 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 89.0 psi, Residual = 20.0 psi 8 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 89.0 psi 8 22.0 gpm 88..9 psi 8 39.5 gpm B = Required Water Supply D = Required Water Supply 41.5 psi 0 22.0 gpm 63.5 psi 0 39.5 gpm DATE: 5/7/2010 M:'\Andrew DWG\Poinsettia Ridge\Plan 2.rdf Page 6 DATE: 5/17/2010 M:'\Andrew DWG\Poinsettia Ridge\ P J a n 3 . r d f Page 1 RESIDENTIAL FIRE SYSTEMS, INC. 2871 E. VIA MARTENS ANAHEIM, CA 92806 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Poinsettia Ridge Carlsbad, CA Tract 4$ 16596 Plan 3 2- Head Calc Master Bedroom Date: 5/17/2010 File No: Data File Name: Plan 3.rdf SPRINKLER SPACING 324.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 18.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc. Pen. (18x18) K4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.83 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.81 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: BlazeMaster HWC: 150 WATER SUPPLY Source: Public Test Date: 5/10/2010 By: C.W.D. Static: 89.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 2 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 17.0 12.4 17 22.0 89.0 41.7 2 17.0 12.4 17 39.5 88.9 64.6 REVIEWING AUTHORITY C.F.D. DAE: 5/17/2010 M:\Andrew DWG\Poinsettia Ridge\Plan 3.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW SF PT *DISCH FLOW SF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PR (PSI) 1 1 43.80 2.0 SRCE ---- 22.0 5.82 41.7 ---- 39.5 17.15 64.6 150 2 0.995 0.0 -----2.0 -5 5 0.13 0.00 35.9 5 0.39 0.00 47.4 2 2 69.80 E -9.0 -2.0 -5 5 17.0 0.59 35.9 5 34.5 2.18 47.4 150 3 1.598 2.0 ---- ---- ---- ---- 0.01 0.00 26.3 ----- 0.03 0.00 36.3 3 3 4.50 L ---- ----- ---- ---- 17.0 0.09 26.3 ---- 34.5 0.35 36.3 150 4 1.505 4.0 ---- 2.0 ---- ---- -0.01 1.73 24.5 - - - - 0.04 1.73 34.2 4 4 4.50 LBS ---- 2.0 ---- ---- 17.0 1.23 24.5 ---- 34.5 4.56 34.2 150 5 1.101 20.0 ---- 6.0 ---- ---- 0.05 1.73 21.5 - - - - 0.19 1.73 27.9 5 5 4.00 150 6 1.101 6 6 1.10 150 7 1.101 7 7 6.80 150 8 1.101 R ---- 6.0 ---- ---- 17.0 0.25 21.5 - - - - 34.5 0.93 27.9 1.0 ---- 10.0 ---- ---- 0.05 1.73 19.5 ---- 0.19 1.73 25.2 L ---- 10.0 -17.0 0.41 19.5 ---- 34.5 1.51 25.2 7.0 ---- 10.0 ---- ---- 0.05 0.00 19.1 ---- 0.19 0.00 23.7 B ---- 10.0 ---- ---- 8.9 0.18 19.1 ---- 18.0 0.66 23.7 5.0 ---- 10.0 ---- ---- 0.02 0.00 19.0 ---- 0.06 0.00 23.0 8 7 22.10 L2R ---- 10.0 ---- ---- 8.1 0.40 19.1 ---- 16.5 1.47 23.7 150 9 1.101 9.0 - - - - 10.0 --------0.01 0.00 18.7 - - - - 0.05 0.00 22.2 9 9 10.00 150 10 1.101 10 10 4.20 150 24 1.101 11 24 6.80 150 11 1.101 12 11 7.20 150 12 1.101 13 11 34.40 150 13 1.101 14 13 11.70 150 14 1.101 15 14 0.40 150 15 1.101 L ---- 10.0 ---- ---- 8.1 0.22 18.7 - - - - 16.5 0.81 22.2 7.0 - - - - 20.0 --------0.01 4.33 14.2 - - - - 0.05 4.33 17.1 L ---- 20.0 ---- ---- 8.1 0.14 14.2 - - - - 16.5 0.53 17.1 7.0 ---- 20.0 ---- ---- 0.01 0.00 14.0 - - - - 0.05 0.00 16.6 2B ---- 20.0 ---- ---- 10.2 0.33 14.0 - - - - 20.7 1.21 16.6 10.0 ---- 20.0 ---- ---- 0.02 0.00 13.7 ---- 0.07 0.00 15.3 B ---- 20.0 ---- ---- 5.6 0.08 13.7 - - - - 11.2 0.28 15.3 5.0 ---- 20.0 ---- ---- 0.01 0.00 13.6 ---- 0.02 0.00 15.1 4R ---- 20.0 ---- ---- 4.6 0.17 13.7 ---- 9.5 0.66 15.3 4.0 ---- 20.0 ---- ---- 0.00 0.00 13.5 ---- 0.02 0.00 14.7 BR ---- 20.0 ---- ---- 11.4 0.43 13.5 ---- 23.3 1.60 14.7 6.0 ---- 20.0 4.83 ---- 0.02 0.00 13.1 17.5 0.09 0.00 13.1 B ---- 20.0 4.83 11.4 0.03 13.1 17.5 5.8 0.01 13.1 1.0 - - - - 20.0 --------0.02 0.00 13.1 - - - - 0.01 0.00 13.1 16 15 7. 60 B ---- 20.0 ---- ---- -5.6 0.08 13.1 -----11.2 0.29 13.1 150 161 101 50---- 20 0 -----------001 --o .-O-0 l32-------------0 02 0.-00 -13 4 DALE: 5/17/2010 M:'\Andrew DWG\Poinsettia Ridge\Plafl 3 . r d f Page 3 17 15 8.80 B ---- 20.0 ---- ---- 17.0 0.69 13.1 ---- 17.0 0.69 13.1 150 17 1.101 5.0 - - - - 20.0 4.83 17.0 0.05 0.00 12.4 17.0 0.05 0.00 12.4 18 13 25.20 L2R - - - - 20.0 ---------6.8 0.32 13.5 ---- -13.8 1.17 14.7 150 18 1.101 9.0 - - - - 20.0 ---------0.01 0.00 13.9 ---- -0.03 0.00 15.9 19 18 7.00 2B ---- 20.0 ---- ---- -2.1 0.02 13.9 -----4.3 0.07 15.9 150 19 1.101 10.0 - - - - 20.0 --------0.00 0.00 13.9 - - - - 0.00 0.00 15.9 20 18 17.90 3R - - - - 20.0 ---------4.7 0.10 13.9 -----9.5 0.36 15.9 150 20 1.101 3.0 ---- 20.0 ---- ---- 0.00 0.00 14.0 -----0.02 0.00 16.2 21 20 5.90 2B ---- 20.0 ---- ---- 2.1 0.02 14.0 ---- 4.3 0.06 16.2 150 21 1.101 10.0 - - - - 20.0 --------0.00 0.00 13.9 - - - - 0.00 0.00 16.2 22 20 9.70 2R ---- 20.0 ---- ---- -6.8 0.11 14.0 ---- -13.8 0.40 16.2 150 22 1.101 2.0 - - - - 20.0 ---------0.01 0.00 14.1 ---- -0.03 0.00 16.6 23 22 11.50 B ---- 20.0 ---- ---- 2.1 0.02 14.1 ---- 4.2 0.06 16.6 150 24 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 14.0 ---- 0.00 0.00 16.6 24 22 8.20 LB ---- 20.0 ---- ---- -8.9 0.31 14.1 -----18.0 1.13 16.6 150 23 1.101 12.0 ---- 20.0 ---- ---- - 0.02 0.00 14.4 -----0.06 0.00 17.8 25 23 10.00 L ---- 20.0 ---- ---- -8.9 0.26 14.4 -----18.0 0.95 17.8 150 8 1.101 7.0 ---- 10.0 ---- ---- - 0.02 4.33 19.0 -----0.06 4.33 23.0 26 12 10.00 L ---- 20.0 ---- ---- 5.6 0.11 13.6 ---- 11.2 0.39 15.1 150 25 1.101 7.0 ---- 10.0 ---- ---- 0.01 4.33 17.9 ---- 0.02 4.33 19.0 27 25 31.40 L3R ---- 10.0 ---- ---- 5.6 0.27 17.9 ---- 11.2 0.96 19.0 150 26 1.101 10.0 - - - - 10.0 --------0.01 0.00 17.6 - - - - 0.02 0.00 18.1 28 26 10.00 B - - - - 10.0 --------5.6 0.10 17.6 - - - - 11.2 0.35 18.1 150 16 1.101 5.0 ---- 20.0 ---- ---- 0.01 4.33 13.2 ---- 0.02 4.33 13.4 29 19 10.00 L ---- 20.0 ---- ---- -2.1 0.02 13.9 ---- -4.3 0.07 15.9 150 27 1.101 7.0 ---- 10.0 ---- ---- 0.00 4.33 18.2 ---- 0.00 4.33 20.3 30 2714.90 BR ---- 10.0 ---- ---- -2.1 0.02 18.2 ---- -4.3 0.08 20.3 150 28 1.101 6.0 ---- 10.0 ---- ---- 0.00 0.00 18.2 ---- 0.00 0.00 20.4 31 28 7.60 LB ---- 10.0 ---- ---- 0.0 0.00 18.2 ---- 0.0 0.00 20.4 150 29 1.101 12.0 ---- 10.0 ---- ---- 0.00 0.00 18.2 ---- 0.00 0.00 20.4 32 29 9.60 R ---- 10.0 ---- ---- 0.0 0.00 18.2 ---- 0.0 0.00 20.4 150 30 1.101 1.0 ---- 10.0 ---- ---- 0.00 0.00 18.2 ---- 0.00 0.00 20.4 33 28 4.20 R ---- 10.0 ---- ---- -2.1 0.01 18.2 -----4.3 0.02 20.4 150 31 1.101 1.0 ---- 10.0 ----- ---- 0.00 0.00 18.3 ---- 0.00 0.00 20.4 34 31 10.00 B ---- 10.0 ---- ---- -2.1 0.02 18.3 -----4.3 0.06 20.4 150 21 LiOl 5.0 ---- 20.0 ---- ---- 0.00 4.33 13.9 ---- 0.00 4.33 16.2 D.A'iE: 5/.17/2010 M\Andrew DWG\Poinsettia Ridge\Plan 3 . r d f Page 4 Legend: P - Pipe DIA Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S= S w g C h k , G = G a t V l v , X = X , The maximum velocity of water flow occurs in pipe 1 at 9.08 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 16.28 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: B MATERIAL: BlazeMaster HWC: 150 V Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 -Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y S 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet V (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated w i t h t h e HASS 8.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each n o d e a n d a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbal a n c e of 0.05 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (93) 6599V76.0•V.V DATE: 5/.17/210 M\Andrew DWG\Poinsettia Ridge\Pian 3.r d f Page 5 WATER SUPPLY CURVE 90. 81.0 H 72.0 H CD 63.0 S S 54.0 U R 45.0 E l C3 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 89.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 89.0 psi 8 22.0 gpm 88.9 psi 8 39.5 gpm B = Required Water Supply D = Required Water Supply 41.7 psi 8 22.0 gpm 64.6 psi 8 39.5 gpm DATE: 5/7/21O M\Andrew DVG\Poinsettia Rdge\P1an 3 . r d f Page 6 August 13, 2009 A Sprinkler 147u FREEDOM® RESIDENTIAL IIIl[.11..1aIjr_1 CONCEALED PENDENT NGi SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedom® Residential Concealed Pendent Sprinkler VK457 is a small high- sensitivity solder fink and lever residential sprinkler designed for installation on con- cealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K-Factor of 4.9 (70.6 metric*), allows the sprinkler's efficient use of available water supplies for the hydraulically designed fire-protection system. The fast response operating element and special deflector combine speed of operation and areas of coverage to meet residential sprinkler standards. The sprinkler is pre-assembled with a threaded adapter for installation with a low- profile small-diameter cover assembly installed flush to the ceiling. The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The push-on", 'thread-off' design of the concealed cover plate assembly allows easy installation of the cover plate after the system has been tested and the ceiling finish has been applied, while also providing up to 1/2' (12.7 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allowing temporary removal of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. LISTINGS AND APPROVALS cULus Listed: Category VKKW Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2008. Viking Technical Data may be found on The Viking Corporation's Web site at Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically http://www.vikinggroupinc.com. to 500 psi (34.5 bar). The Web site may include a more recent Thread size: 1/2" (15 mm) NPT edition of this Technical Data Page. Nominal K-Factor: 4.9 U.S. (70.6 metric*) *Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: - Sprinkler Body: Brass UNS-C84400 Deflector: Copper UNS-051000 Deflector Pins: Stainless Steel UNS-S30200 Button: Brass UNS-C36000 Seat Assembly: Brass UNS-C31600 Compression Screw: Brass UNS-C36000 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint Levers: Stainless Steel UNS-531600 Lever Bar: Copper Alloy UNS-C72500 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Cover Adapter: Cold Rolled Steel UNS-G 10080, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 Spring: Beryllium Nickel Solder: Eutectic Form No. F_072607 Replaces page 147u-z, issued October 31, 2008. (Revised minimum and maximum dimensions in Figure 2.) Sprinkler 147v NIKING August 13, 2009 FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com Ordering Information: (Also refer to the current Viking price list.) Viking Freedom® Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately: Sprinkler: Part No. 14694AC (includes a 165 "F (74 "C) rated sprinkler with a protective plastic cap covering the unit). Cover Plate Assembly: Base Part No. 13750 (2-3/4" diameter), Base Part No. 14934 (3-5/16" diameter), or Base Part No. 15394 (square cover plate, 3-5/16" diameter) Specify finish and temperature rating of the cover plate assembly by first adding the appropriate suffix for the finish and then the appropriate suffix for the cover temperature rating to the base part number: Finish Suffix: Polished Chrome = F, Painted White = M4SW1004, Painted Ivory = M-/5W1634, Painted Black = M-/SW1007 Temperature Suffix ("F/°C): 135°/57" =A For example, cover 13750 with a Polished Chrome finish and a 135 °F/57 "C temperature rating = 13750FA. Available Finishes And Temperature Ratings: Refer to Table 1 Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches**: Heavy Duty Part No. 13623W/B (available since 2006), or Head Cabinet Wrench Part No. 13619*** (available since 2006) Optional Concealed Cover Plate Installer Tool Part No. 14412 (available since 2007) Optional Large Concealed Cover Plate Installer Tool Part No. 14867 (available since 2007) **Requires a 1/2 ratchet (not available from Viking). ***Also optional for removal of the protective cap. Ideal for sprinkler cabinets. Sprinkler Cabinet: Part No. 01731A, Capacity: five (5) sprinklers (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards OPERATION During fire conditions, when the temperature around the sprinkler approaches its operating temperature, the cover plate detaches, releasing the deflector. Continued heating of the exposed sprinkler causes the fusible element to disengage releasing the sealing assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern over a specific area of coverage determined by the water supply pressure at the sprinkler to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY Viking Sprinkler Model VK457 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES I Sprinkler Nominal Cover Plate Base Large Cover Plate Square Cover Sprinkler Maximum Temperature Rating Plate Base Part Temperature Rating' Ambient Ceiling of the Cover Part Numbers Base Part NumberS Number' Temperature Classification Temperature' Assembly (Required) Ordinary 165 -F (7 100 °F(38"C) 135 "F(57"C) 13750 14934 15394 Cover Plate Finishes: Polished Chrome, Painted White, Painted Ivory, or Painted Black Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. August 13, 2009 Sprinkler 147w - FREEDOM® RESIDENTIAL CONCEALED PENDENT rbF' SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com Approval Chart - Residential Concealed Pendent Sprinkler VK457 u--- C Cr em ilue tCI7 C,veC P.ri For system AV14 KEY s designed to NFPA 13D or NFPA 13R. - - For systems designed to NFPA 13, refer to the esign criteria on page 147x. Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Part Number' SIN Working Pressure Inches mm U.S. metric 14694A VK457 1/2 15 4.9 70.6 175 psi (12 bar) Listings and Approvals3 Maximum Areas of Coverage' Minimum Water Supply Requirements5 (Refer also to Design Criteria on page 147x.) cULus4 NYC NSF Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2/12 (9.5°). 12 ft. x 12 ft. (3.7 m 3.7 m) 13 gpm @7.0 psi (49.2- L/min @0.48 bar) AX1 -- AX1 14 ft. x 14 ft. (4.3 m 4.3 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AX1 -- AX1 16 ft. x 16 ft. (4.9 m 4.9 m) 13 gpm @7.0 psi (49.2 L/min @0.48 bar) AX1 -- AX1 18 ft. x 18 ft. (5.5 m 5.5 m) 17 gpm @ 12.0 psi (64.4 L/min @0.83 bar) AX1 -- AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 20 gpm @ 16.7 psi (75.7 L/min @ 1.151 ) AX1 -- AX1 Installed below ceilings with slopes' up to and including a 8112 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC NSF7 16 ft. x 16 ft. (4.9 m 4.9 m) 26 gpm @28.2 psi (98.4 L/min @ 1.94 bar) AX1 -- AXI 18 ft. x 18 ft. (5.5 m 5.5 m) 31 gpm @40.0 psi (117.3 L/min @2.76 bar) AX1 -- AX1 20 ft. x 20 ft. (6.1 m 6.1 m) 31 gpm @ 40.0 psi (117.3 L/min @ 2.76 bar) AX1 -- AX1 Cover Temperature Rating Cover Plate Finishes Sprinkler Temperature Rating x - 135 °F (57 °C) cover 137501, 149341 (large diameter), 1 - Polished Chrome, Painted White, Painted Ivory, A- 165°F (74 °C) or 153941 (square cover plate) and Painted Black' Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Listed by Underwriter's Laboratories for use in the U.S. and Canada. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement" used. 6 Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of coverage. Tested and Certified by NSF (National Sanitation Foundation) to NSF/ANSI Standard 61, Drinking Water System Components. Other paint colors are available on request with the same listings as the standard finish colors. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. Sprinkler 147x August 13, 2009 l CONCEALED PENDENT 1:II,A FREEDOM® RESIDENTIAL SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com DESIGN CRITERIA (Also refer to the Approval Chart on page 147w cULus Listing Requirements: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: The flow rates given in the Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for each listed area of coverage, or Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 m). NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F 091699 - Care and Handling of Sprinklers. Also refer to pages RESI-17 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable: Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities Having Jurisdiction. Sprinkler and Adapter Assembly (Protective Cap is removed for installation--use Wrench 13619)Kw) Step 1: Carefully sl wrench sideways a the deflector anc 2-1/4' (572 mm) diameter opening is required in the ceiling. I- Sprinkler Wrench (Part No. 13623 is shown) **A 1/2' ratchet is required Step 2: Carefully press the wrench (not available from Viking). upward and turn slightly to ensure engagement with sprinkler wrench flats. Figure 1: Sprinkler Installation and Correct Use of Wrenches August 13, 2009 Sprinkler 147y The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1/2' (15 rim) NPT (54 mm) 4 2-1/16' (52 mm) Minimum 2-'3/4' (70 mm) or Notel Upon sprinkler activation, the deflector descends 3-5/16' (84,1 rim) to approximately 13/16' (20,6 rim) below the sprinkler body, Figure 2: Sprinkler Dimensions and Cover Installation Identification of Custom Paint Color: All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates custom color and will have a representative sample (a paint dot) of the paint on the label, Figure 3: Identification of Custom Paint Color for Concealed Covers D3 NJT PAINT 3-5/16" (84,1 mm) Figure 4: Square Cover Assembly 15394 Sprinkler 147z August 13, 2009 - FREEDOM® RESIDENTIAL NlKING HNICAL DATA CONCEALED PENDENT SPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com Maximi ceilin slope = (33.7- Refer to the Appro Chart for listed areas of coverag Note 1 below. Notes: Listed areas of coverage corre- spond to areas measured along ceiling slope. (For sloped ceiling installations, actual floor cover- age in the horizontal plane under sloped ceilings will be less than the listed area.) Actual installations may require multiple sprinklers. A single sprin- kler installation has been shown for clarity. For cathedral" ceiling applica- tions, install sprinklers in a sym- metrical mirror-image of Figure 5. Figure 5: Installation Instructions - Sloped Ceilings Form No. F_072607 Replaces page 147u-z, issued October 31, 2008. (Revised minimum and maximum dimensions in Figure 2.) Bulletin 136 Rev.O Model Fl FR Model Fl FR Recessed Quick Response Tj Sprinklers CD 0 Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & 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) 8, NYC MEA 258-93-F UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model Fl FR Vertical Sidewall Sprinklers. Product Description Reliable Models Fl FR and El FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models Fl FR and Fl FR Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR and Fl FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rang. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. This glass bulb is specially con- structed 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 ax- Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model FP Shown) 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. 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, FM Global Loss Prevention Data Sheet 2-8N or other applicable-standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Conventional 2 7/4 HOLE 074. I 15/16' D74 F [49.2mm] TURN COLLAR COLLAR UNTIL 710H1 AGAINST SPRINKLER WRENCH BOSS T-- ADJUSTMENTT /2" REDUCER (V FACE OF FITTING TO CEILING DIMENSION -J 1/8' J [3.2mm] 227/3.2O7k . [72.2mm] I36FGOI_E (I) REFER TO TI Ar T2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Sprinkler T ,KFactorI Sprinkler Approval Height Organization Sprinkler Identification Number (SIN) I US 1 Metric sstTT ssp Standard-Upright (SSU) and Pend en(P Deflectors Marked to Indicate Position )" (15mm) Standard Orifice with)'NPT(R))Thread 5.6 80 6m)_ 1,2345,6,7 R3625111 1 R3615 I, (20mm) Large Orifice with ," NPT (R3h)Thread 8,0 115 2.3"(58mm) 12,3,4,7,8 R3622t1t I R3612 2(17mm) Small Orifice with , __NPT(R/2)Thread 4.2 60 22(56mm) 1 1,2,8 R3623t1 R3613 j0mSmaUOrificewithX" NPTJR)Thread - 2 4022'(56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with RYE" Thread i 4.2 60 [56mm [ 4,6,7 R3624 R3614 Conventional--Install .Upright orPendentPosition 10mm Orifice XLH with R%Thread 4.2 1 60 1_56mm _- 15mm Standard Orifice with ,"NPT(R))Thread L 5.6 80 _R3674 20mm Large Orifice with 3A"NPT(RA)Thread 8.0 115 _56mm .,4,6,7 _58mm _4,7 _R3675 _83672 Polyester coated uorioht UL and ULO listed corrosion resistant. Upright Pendent Model Fl FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approvalt Organizations Sprinkler Identification Number (SIN) US Metric )"(15mm) )"NPT(R½) 5.6 80 2.2"(56mm) 1,2,3,4,5,7,8 R3615 1%2"(20mm) %"NPT(83/4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 Y16" )"NPT(R½) 4.2 60 2.2" (56mm) 1,2,8 .R3613 %" ,"NPT(R1/) 2.8 40 2.2" (56mm) 1,2,8 83611 10mm R 4.2 60 56mm 4,7 R3614 Refer to escutcheon data table for approvals and dimensions. 2 5/8' OIA. [66.7mm] -' HOLE IN CEILING 2 5/16" ON. [58.7mm] - CUP .- 1" X 1/2" REDUCER L CEILING 4 03 V8 FACE OF FITTING 1 :: FACE OF CEILING ON OTTI ADJUSTMENT I36FCOS_A (I) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy InthIIitinn Dct Nominal Orifice Thread Size K Factor l Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric ½". ½" NPT (R½) 5.6 80 2.2" (56mm) I 1,2,3,6,8 1 5m ½" NPT(R½) 5.6 80 2.2" (56mm) 4(1) R3685 LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Dimension (Mm. - Max.) Upright , 4" - 12" (102mm - 305mm) Pendant 6" - 12" (152mm - 305mm) Vertical Sidewall US Patent No. 6,374,920 Model Fl FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification j Number (SIN) I Light Ordinary Orifice I Size I us I Metric Length Hazard Hazard I " (15mm) )" NPT(R½) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with Fl or F2 recessed escutcheon. FM Approvals do not permit reces s e d u s a g e . 136F004 FACE OF FITTING TO - WALL DIMENSION r2 1/4" HOLE DIA. [57.2mm] 1" x 1/2" REDUCER -, 1 0/A r - rA I 1/414/N. [31.8mm] I /10 1.6mm-752.4mmj [3.zmrnj CEILING TO DEFLECTOR 2 27/32" 0!. 1 [72.2mm] Horizontal Sidewall TURN COLLAR UNTIL -' TIGHT AGAINST SPRINKLER WRENCH BOSS. LH -H -- ADJUSTMENT (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. 3. Installation Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model Fl FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model Fl FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model Fl FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage These sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND, DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler I Temperature Max. Ambient Temp. Bulb Color Ordinary 57 °c Orange Ordinary 68 1 155 100-F (38°C) Red I Intermediate 79 175 150-F (66-C) Yellow Intermediate I 93 200 1 150-F (66-C) Green High (1) 141 286 225°F(107°C) Blue Not available for recessed sprinklers. Escutcheon Data cuheonJ "A" FaceofFitting Model Appials Acustment Dion to Ceiling or Wall lDimensbn 1/2 " Fl 1,2,4,8 Max Recess (38.1 mm) 3/ /16"_ 15/ /16 Min Recess %" (5mm - 24mm) (19.1 mm) 1,t" F2 1,23(1)4,5,7,8 Max Recess (38.1mm) /" - ')" Min Recess 1" (5mm-17mm) _ (24mm) FP 1,2 Max R& I 1y" (38.1mm) cessed I' (11mm) Push-on! Thread-off 1,2 Mm Recessed 1(25.4mm) (24mm) No Dimensional Figure for FP Horizontal Sidewall is not FM approved in the reccesed configuration Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust, by using a soft brush or gen- tle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons .and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendant Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (1) (2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated chrome Plated (3) White Polyester Coated 14 White Painted (3) Special Application Finishes Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Oft 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 finishes only. FP Push-on/Thread-off escutcheon. UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For ' orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size 4, Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standard s o f t h e N a t i o n a l F i r e P r o t e c t i o n A s s o c i a t i o n , F a c t o r y M u t u a l R e s e a r c h Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances when e v e r a p p l i c a b l e . Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are ins t a l l e d a n d s e r v i c e d b y t h e m o s t h i g h l y q u a l i f i e d a n d r e p u t a - ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by . - - ...... The Reliable Automatic Sprinkler Co., Inc. ' Recc!ed Paoer (800)431-1588 Sales Offices eliabld (800)848-6051 Sales Fax Revision lines indicate updated or new data (914)829-2042 corporate Offices www.reliablesprinkler.com ' Internet Address 50. Primed in U.S.A 05/09 P/N9999970027 Asi000-~~ FlameGuardTM CPVC Drain & Check Valves For NFFA 13D Applications Only Application: FlameGuardTw CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler system. CPVC Drain Valves Disc Price [Parl Number . Size I Code, Each Socket x Socket 16622-005CC 1/2 0041 111.19l 6622-007CC 1314 004 22.68 6622-010O 1 1 0041 28.36 CPVC Check Valves Disc Price1 Par, Number Size Code Each Socket x Socket 51520-1000 1 0041 22.56 Drain Valve 51520-12C0 1-1/4 004 25.J 31520-15CC 1-1/2 004f 28.36 CPVC Special Reinforced Thread Inlet Check Valves Disci Price LPah Number Size 0_1 SR Fipt x Socket 51520-10FSRSCO 11 0041 24,44 31520-i2FsRScO - 1:1:14 004 28.22 51520-15F5RSC0 1-1/2 1 004 33.47 General Installation Information: Socket end Check Valve connections should be installed using Spears® FS5 One-Step Cemect for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using Spears® BLUE 75T11 Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valves FLOW arrow pointing in the direction of the flow. Do not install valve upside down. Special Reinforced (SR) Threaded Inlel Check Valve NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears Manufacturing Company Progressive Products from SpearsC Innovation and Technology Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications On'y Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 1/2. 3/4, 1 1/4-Turn Ball Valve. Maintenance-free Sealed Unit CFVC, Orange P-1 TFE/H ORE EPDM Polypropylene, Red Socket x Socket Socket Socket Part Number I Nominal Size I L Dimension Reference (inches, ± 1/16) A IB J C j D E 6622-00500 1 112 1-7/16 I 1-114 3-1/16 l -518 1-5/s 6622-00700 1 3/4 1-13/16 1-1/2 3-9116 2 2 6622-01000 I 1 2-1/16 I 1-3/4 4 2-5116 I 2-5116 1. 1-1/4. 1-1/2 Swing Check, Maintenance-free Sealed Unit CF\/C, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread I Socket x Socket Part Number 1 SR Thread x Socket Part Number Nominal Size J Dimension Reference (inches, ± 1/16) Cv I (GPM) i I A B C J D Socket I SR Thread S1520-1000 S1520-1OFSRSCO 1 1-11/16 2-5/16 I 2-15/16 4-9/16 j 2-5/8 1 33 S1520-12C0 S1520-12FSRSOO 1-1/4 I 2-1/16 2-15/16 3-5/8 I 5-1/2 I 3-3/8 1 42 I 81520-15C0 S1520-15FSRS00 1-1/2 2-7/16 I 3 3-11/16 5-5/8 I 3-3/8 1 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U.S.A. Page 2 Progressive Products from Spears® Innovation and Technology Aslocoq5-_ SYSTEM $ SENSOR WFDTH Waterfiow Detector The System Sensor WFDTH Retard T-Tap Water flow Detector is designed for primary signaling in residential systems and fits within 2x4 stud wall construction. Features Residential sprinkler systems Sealed retard mechanism Visual switch activation Rugged, dual SPDT switches enclosed in a durable terminal block Easy to install and maintain design Vertical or horizontal mount Field replaceable retard mechanism and switch assembly -Twelve different flexible paddles Durable, tamper resistant enclosure Two conduit openings Handy depth gauge Accommodates up to 12 AWG wire 100% synchronization fires alarm panel and local bell simultaneously The WFDTH fits any tee that has a 1 NPT branch, including: 1-, 11/4', 11/", and 2 NET threaded ferrous and brass tees; 1-, 11/4', 11/2" and 2- copper sweat tees; Central, Spears, and Victaulic brand 1" CPVC tees; and 11/2 polybutylene tees. Design.The design of the WFDTH makes it easy to install and simple to maintain. It can be mounted in the vertical or horizontal position.Two conduit openings permit easy attachment in the local alarm system.The retard mechanism and switch assembly are field- replaceable. Features.Twelve different flexible paddles fit 1 11/4-,11/2-, and 2 tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw.The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDTH includes a durable and tamper resistant enclosure. Its sealed retard assures that the delay mechanism is not contaminated by dut and dirt when the cover is removed. The long lasting cover completely encloses the electrical components to further keep out dust and dirt. Improved self-guiding security screws and removal tools make detectors resistant to tampering and simplify field maintenance. Agency Listings ®@H .'MEA LISTED approved approved 5739 C5169 7770.1653114 167.930. WFDTH Specifications Model shall be a WFDTH as manufactured by System Sensor. I-tap waterflow detectors shall be i n s t a l l e d o n a t e e t h a t h a s a 1 " N P T b r a n c h i n c l u d i n g : I -, 114-, 1112 or 2threaded ferrous or brass tee; 1-2' copper sweat tees; Central, Spears, and Victaulic b r a n d 1 C P V C t e e s ; o r 1 ½ ' p o l y b u t y l e n e t e e a s d e s i g n a t e d o n t h e drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate s i z e , e i t h e r a v e r t i c a l o r h o r i z o n t a l r u n a t l e a s t 6 ' f r o m a n y fittings or valves which may change water direction, flow rate, or pipe diameter or no closer th a n 2 4 ' f r o m a v a l v e o r d r a i n . D e t e c t o r s s h a l l h a v e a s e n s i t i v i t y i n the range 0f4 to 10 gallons per minute and a static pressure rating of 250 psi.The retard t-tap detector sha l l b e a s e a l e d m e c h a n i c a l p n e u m a t i c u n i t w i t h v i s u a l indication of actuation. The actuation mechanism shall include a polyethylene vane inserted t h r o u g h t h e t e e f i t t i n g a n d c o n n e c t e d b y a m e c h a n i c a l l i n k a g e to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts ) . T w o c o n d u i t e n t r a n c e s l o n e o f w h i c h i s a k n o c k o u t t y p e ) f o r s t a n d a r d fithogs of commonly used electrical conduit shall be provided on the detectors. A grounding prov i s i o n i s p r o v i d e d . W F D T H i s l i s t e d b y U n d e r w r i t e r s L a b o r a t o r i e s for indoor use. Specifications1 Static Pressure Rating 250 PSI (max.) Operating Temperature Range 32°F to 120°F (0°C to 49°C) Maximum Surge 18 FPS Enclosure Rating UL listed for indoor use Triggering Threshold 4-10 GPM CoverTamper Switch Canadian models only, factory installed Bandwidth (Flow Rate) Overall Dimensions 45 H x 3.55W x 6.7- L Service Use Automatic Sprinkler: NFPA 13 Installed (11.4cm H x 9cm ½i x 17cm L) One orTwo Family Dwelling: NFPA 13D Residential Occupancies up 104 Stories: NFPA 13R National Fire Alarm Code: NFPA 72 Contact Ratings Two sets of SPDT (Form C) Shipping Weight 2.6 lbs. (1.2 kg.) to.OA@ 125/2SOVAC 2.5 A @24 VDC Compatible Tee Threaded ferrous and brass tees, copper Warranty 3 years Fittings sweat tees CPVC tees, and polybutylene tees Conduit Entrances Two openings for ½ conduit. U.S. Patent Numbers 3,845,259; 4,782,333; 5,213,205 Electrical Connections . - - Delay Adjustment Dial Common and B connections 0 NOTE: - will close when vane is deflected, i.e., when water is o flowing. Dual switches pe applications to be combined rmit on a single detector. WF WFDT/WFDTH DT(WFDTH _________ end-of -Sne To resistor initiating zone of listed FACP coc Typical FACP Connection Delay adjustment dial NOTE: Retard time may exceed 90 seconds. Adjust and verity that time does not exceed 90 seconds. CONTACT RATINGS 125/250VAC 1 10 AMPS 24VDC I 2.5AMPS To powern r ,B ttsi source local compatible I lli9 1 P-if lPli with be 5DM bell Break wire as shows for supervision of connection. DO NOT allow stripped wire leads to extend beyond Typical Local Bell Connection switch housing. DO NOT loop wires. WFDT, WFDTH switch assembly Ordering Information 'I'gL1T1flTIjt[0Itt. )1itaTiti WFDTH . WFDTHA . Waterfiow Detector, Fits Y,t/4,1½,2 ferrous and brass threaded tees; Y,1/g' 11/2'2'copper sweat tees; Y CPVC tees; and 1112' polybutylene tees Accessories A77-01-02 Replacement terminal block for WFDTH 507-66002 Replacement tamper screws for covers ofWFDTH PRK9 Replacement paddle kit- 12 paddles for WFDTH (see WFDW Replacement tamper proof wrench for cover of WFDTH for sizes included) WFDTH A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover - - . - spears its registered trademark of the Spears Manufectur:ng Compsny.xflaUiic is a registered trademark of the Victauli r C o m p a n y o f A m e r i c a . '\..$ 5''7E7%,1 3825 Ohio Avenue. St. Charles, IL 60174 Productg hmriovssubiect to chungustitootrtntice.vnstsw eer,com emaenior SEi1tLSOJ? Phone: 800-SENSOR2 Fax: 630-377-6495 current product rrfomratton.orduang the latest cerrsonof this data sheet.