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HomeMy WebLinkAbout2500 MARRON RD; ; AS040062; Permit5/23/25, 7:24 AM AS040062 Permit Data City of Carlsbad Sprinkler Permit Permit No: A5040062 Job Address: 2500 MARRON RD Status: ISSUED Permit Type: SPRINK Applied 4/27/2004 Parcel No: 1670307800 Approved: 12/30/2004 Lot #: 0 Reference No.: Issued: 12/30/2004 PC #: Inspector: Project Title: SUMMIT APARTMENTS BLDG. 1 FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: PACIFIC WEST FIRE PROTECTION GROUP INC. P.O. BOX 615 WRIGHTWOOD, CA 760-249-1220 Owner: CARLSBAD APTS L P 3993 HOWARD HUGHES PKWY #200 LAS VEGAS NV Fees ($) Add'l Fees ($) Total ($) Balance ($) 503 0503 I 0 about:blank 1/1 SUMMIT APARTMENTS SUMMIT AT CARLSBAD BUILDING ADDRESS AS# 1 2500 MARRON RD AS040062 2 2552 MARRON AS040037 3 2548 MARRON AS040038 4 2508 MARRON AS040039 5 2512 MARRON AS040040 6 2544 MARRON AS040041 7 2540 MARRON AS040042 8 2532 MARRON AS040043 9 2536 MARRON AS040044 10 2528 MARRON AS040045 11 2516 MARRON AS040046 12 2524 MARRON AS040047 13 2520 MARRON AS040048 REC 2504 MARRON AS040049 CARPORT 2504 MARRON AS040050 SEE PERMIT A5040062 2500 MARRON RD FOR CALCS & PLANS Carlsbad Fire Deoartment 1635 Fday Ave. Carlsbad, CA92008 Plan Review Requirements Category.- Date of Report: 04/16/2004 ,1,Is14;.I Fire Prevention(' (760) 602-4660 Auto. Sprinkler, OH Reviewed by: Name: Western States Fire Address: 9550 Chesapeake Dr City, State: San Diego CA 92123 Plan Checker: Job # 020056 Job Name: Summit at Carlsbad Bldg #: PCO20056 Job Address: Marron Road Ste. or Bldg. No. Approved The item you have submitted for review has been approved. The approval is based on plans, information and / or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this office to insure continued conformance with applicable codes and standards. Please review carefully all comments attached as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. O Approved The item you have submitted for review has been approved subject to the Subject to attached conditions. The approval is based on plans, information and/or specifications provided in your submittal. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. Please resubmit to this office the necessary plans and I or specifications required to indicate compliance with applicable codes and standards. 0 Incomplete The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and / or standards. Please review carefully all comments attached. Please resubmit the necessary plans and / or specifications to this office for review and approval. Review I 1st _________ 2nd _________ 3rd Other Agency ID FD Job # 020056 FD File # 7 Hydraulic Calculations For: The Summit at Carlsbad Marron Road Carlsbad, CA 92008 Apartment Building NFPA 13R 1st Floor - Garage The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The Summit at Carlsbad Location: Marron Road Carlsbad, CA 92008 Drawing Date: 1/16/03 Remote Area Number: 1 Contractor: Western States Telephone:714.572.3990 3335 East Niraloma Ave., Suite 142 Anaheim, CA 92806 Designer: A.D.G. Calculated By:SprinkCALC CSC Systems & Design Construction: V-i Hour Occupancy:Ri Reviewing Authorities: Carlsbad F. D. SYSTEM DESIGN Code:NFPA 13R Hazard:ORDIANRY I System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.150 I Make:Reliabl Nodel:F1FR Area per Sprinkler 130 sq ftl Orifice:1/2 K-Factor: 5.62 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 250 gpm I CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 311.2 psi Required: 44.7 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 1/09/03 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 75.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 63.1 psi I Elevation 0 At a Flow of 1588 gpm I Make: Well Elevation 0" I Model: I Proof Flow 0 gpm Location: Source Source of Information: Civil SYSTEM VOLUME 49 Gallons Notes: Job Water Required Hose Allowance Drawn By The Summit at Carlsbad Static Pressure: 75.0 psi Pressure: 44.7 psi Inside: 0 gpm SprinkCAD Marron Road Residual Pressure: 63.1 psi Total Flow: 311 gpm Outside: 250 gpm Tyco Fire Products Carlsbad, CA 92008 Flow: 1588 gpm Safety Pressure: 29.8 psi (800)495-5541 - Remote Area: I Date/Loc: 1/09/03 Source 140 120 100 - 80 - ppIy 60 - 250 gpm hose ' 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref TOR Required at Hyd Area 1 61 31.6 psi 1 Pipe 11-i' PVx2i CSC 9' 150 1.602 61 0.8 1 Pipe 1W' 10x21 CSC 1' 120 1.682 61 0.1 1 1W' Thrd Check Valve Viking "K-i" 7' 120 1.610 61 0.9 1 11-1' Thrd Butterfly Valve Milwauk "B 0' 120 1.610 61 0.0 1 2" x 1W' Thrd 90 Eli DI 5' 120 2.067 61 0.2 Hydr Ref BOR Required at Base of Riser 61 33.6 psi 1 2" Thrd 90 Ell DI 5' 120 2.067 61 0.2 1 Pipe 21W' 40x21 Std 9' 120 2.469 61 0.1 1 Pipe 211' PVx15 CSC 20' 150 2.423 61 0.2 2 21-1' Thrd 45 Eli DI 6' 120 2.469 61 0.1 5 211' Thrd 90 Eli DI 30' 120 2.469 61 0.4 1 2W' Flngd Back Flow Valve Ames "300 CHART LOSS 61 4.7 1 8" x 8" xt3" Fingd Tee 35' 120 8.071 61 0.0 Elevation Change 12'3" 5.3 Fixed Flow Outside Hose Allow. 250 gpm Hydr Ref SRC Required at Source 311 44.7 psi Water Source 75.0 psi static, 63.1 psi residual @ 1588 gpm 311 gpm 74.4 psi SAFETY PRESSURE 29.8 psi Available Pressure of 74.4 psi Exceeds Required Pressure of 44.7 psi This is a safety margin of 29.8 psi or 40 % of Supply Maximum Water Velocity is 20.5 fps The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:50 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Eli 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / ID'4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/ID.4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:50 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2G TO TOR (PRIMARY PATH) HEAD 2G 19.5 1" 0 0 8 1 3" 6.5 fps 12.3 12.3 -3" 0.15 gpm/sq ft 1.109" 1 0 51 0" 0.063 0.8 0.2 3" K= 5.62 19.5 150 PV 0 131 3" 0" 0.0 12.0 60" REF 10 20.0 1" 0 0 8 1 2" 13.2 fps 13.1 PATH 2 1.109" 0 0 l'O" 0.231 2.1 K= 5.52 39.5 150 PV 1 91 2" 0" 0.0 HEAD 3G 21.7 1" 1 0 4'7" 20.5 fps 15.2 15.2 -3" 0.17 gpm/sq ft 1.109" 0 0 7 1 0" 0.520 6.0 0.3 3" K= 5.62 61.2 150 PV 1 111 7" 0" 0.0 14.9 60" REF El V-14 0 0 261 4" 12.9 fps 21.2 1.400" 0 0 31 0" 0.167 4.9 61.2 150 PV 3 294" 0" 0.0 REF B4 1&' 2 0 48'6" 9.8 fps 26.1 1.602" 0 0 141 0" 0.087 5.4 61.2 150 PV 5 62'6" 0" 0.0 REF TOR 61.2 gpm PATH 1 K= 10.89 31.6 psi PATH 2 FROM HYDRAULIC REFERENCE 1G TO 10 HEAD 1G 20.0 1" 0 0 21 7" 6.7 fps 12.9 12.9 -3" 0.15 gpm/sq ft 1.109" 0 0 l'O" 0.065 0.2 0.2 3" K= 5.62 200 150 PV 1 31 7" 0" 0.0 12.6 60" REF 10 200 gpm PATH 2 K= 5.52 13.1 psi Apartment Building NFPA 13R 2nd Floor - Unit The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The Summit at Carlsbad Location: Marron Road Carlsbad, CA 92008 Drawing Date: 1/16/03 Contractor: Western States 3335 East Miraloma Ave., Anaheim, CA 92806 Designer: A.D.G. Calculated By: SprinkCALC CSC Systems & Design Construction: V-i Hour Reviewing Authorities: Carlsbad F. D. Remote Area Number: 1 Telephone:714. 572 .3990 Suite 142 Occupancy: Ri SYSTEM DESIGN Code:NFPA 13R Razard:RESIDENTIAL System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES Make:Reliabl Model:F1Res49 Area per Sprinkler 400 sq ftl Orifice:3/8 K-Factor: 4.90 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 5 gpm I CALCULATION SUMMARY 4 Flowing Outlets gpm Required: 85.0 psi Required: 67.2 @ Source WATER SUPPLY Water Flow Test Pump Data I Tank or Reservoir Date of Test 1/9/03 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 75.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 63.1 psi I Elevation 0 At a Flow of 1588 gpm I Make: I Well Elevation 0"I Model: I Proof Flow 0 gpm Location: Source Source of Information: Civil SYSTEM VOLUME 53 Gallons Notes: Job Water Required Hose Allowance Drawn By - The Summit at Carlsbad Static Pressure: 75.0 psi Pressure: 67.2 psi Inside: 0 gpm SprinkCAD Marron Road Residual Pressure: 63.1 psi Total Flow: 85 gpm Outside: 5 gpm Tyco Fire Products Carlsbad, CA 92008 Flow: 1588 gpm Safety Pressure: 7.8 psi (800)495-5541 Remote Area: 1 Date/Loc: 1/9/03 Source 140 12( 8( Supply 5 gp mhose - 6C 4C 20 400 600 800 1000 1200 1400 Flow (gpm) 1 tU0 2000 The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref TOR Required at Hyd Area 1 1 Pipe 14" PVx2i CSC 9' 150 1.602 1 Pipe 14" 10x21 CSC 1' 120 1.682 1 14" Thrd Check Valve Viking "K-l" 7' 120 1.610 1 14" Thrd Butterfly Valve Milwauk "B 0' 120 1.610 1 2" x 1%" Thrd 90 Eli DI 5' 120 2.067 Hydr Ref BOR Required at Base of Riser 1 2" Thrd 90 Eli DI 5' 120 2.067 1 Pipe 24" 40x21 Std 9' 120 2.469 1 Pipe 24" PVx15 CSC 20' 150 2.423 2 24" Thrd 45 Eli DI 6' 120 2.469 5 24" Thrd 90 Eli DI 30' 120 2.469 1 24" Flngd Back Flow Valve Ames "300 CHART LOSS 1 8" x 8" x 3" Flngd Tee 35' 120 8.071 Elevation Change 121 3" Fixed Flow Outside Hose Allow. Hydr Ref SRC Required at Source Water Source 75.0 psi static, 63.1 psi residual @ 1588 gpm SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 80 52.8 psi 80 1.3 80 0.2 80 1.5 80 0.0 80 0.4 80 56.1 psi 80 0.4 80 0.2 80 0.4 80 0.1 80 0.7 80 3.9 80 0.0 5.3 5 gpm 85 67.2 psi 85 gpm 74.9 psi 7.8 psi Available Pressure of 74.9 psi Exceeds Required Pressure of 67.2 psi This is a safety margin of 7.8 psi or 10 % of Supply Maximum Water Velocity is 16.8 fps The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Ell 45 - 45 deg Ell T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85/ ID"4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 REMOTE AREA #1 PAGE 1 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE iS TO TOR (PRIMARY PATH) HEAD iS 19.5 1" 1 0 171 1" 6.5 fps 16.0 16.0 -3" 0.49 gpm/sq ft 1.109" 0 0 61 0" 0.062 1.4 0.2 3" K= 4.90 19.5 150 PV 1 231 1" 0" 0.0 15.8 60" REF 10 20.0 1" 0 0 20'7" 13.2 fps 17.4 PATH 2 1.109" 1 0 61 0" 0.231 6.1 K= 4.79 39.5 150 PV 0 261 7" 0" 0.0 REF Cl 1k" 0 0 71 7" 8.3 fps 23.6 1.400" 0 0 1'O" 0.074 0.6 39.5 150 PV 1 81 7" 0" 0.0 REF C2 40.6 114" 0 0 22'5" 16.8 fps 24.2 PATH 3 1.400" 0 0 4 1 0" 0.275 7.3 K= 8.25 80.0 150 PV 4 261 5" 0" 0.0 REF A2 -20.4 1k" 0 0 7" 12.6 fps 31.5 PATH 4 1.400" 1 0 61 0" 0.159 1.1 K= -3.64 59.6 150 PV 0 61 7" 0" 0.0 REF A3 -10.2 1k" 1 0 10'7" 10.4 fps 32.5 PATH 5 1.400" 2 0 181 0" 0.113 3.2 K= -1.79 49.5 150 PV 0 281 7" 101 0" 4.3 REF B3 30.6 1" 0 0 181 6" 12.9 fps 40.1 PATH 4 1.602" 1 0 8'0" 0.142 3.8 K= 4.83 80.0 150 PV 0 26'6" 0" 0.0 REF B4 1&' 2 0 48 1 6" 12.9 fps 43.8 1 602" 0 0 14 1 0" 0.142 8.9 80.0 150 PV 0 62'6" 0" 0.0 REF TOR 80.0 gpm PATH 1 K= 11.02 52.8 psi The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE 3S TO 10 HEAD 3S 20.0 1" 0 0 31 1" 6.7 fps 16.9 16.9 -3" 0.05 .gpm/sq ft 1.109" 1 0 51 0" 0.066 0.5 0.2 3" K= 4.90 20.0 150 PV 0 81 1" 0" 0.0 16.7 60" REF 10 20.0 gpm PATH 2 K= 4.79 17.4 psi PATH 3 FROM HYDRAULIC REFERENCE 2S TO C2 HEAD 2S 20.1 1" 0 0 9'5" 6.7 fps 17.0 17.0 -3" 0.17 gpm/sq ft 1.109" 0 0 1'O" 0.066 0.7 0.2 3" K= 4.90 20.1 150 PV 1 10'5" 0" 0.0 16.8 60" HEAD 4S 20.5 1" 0 0 20'7" 13.6 fps 17.7 17.7 -3" 0.10 gpm/sq ft 1.109" 1 0 61 0" 0.243 6.5 0.3 3" K= 4.90 40.6 150 PV 1 261 7" 0" 0.0 17.5 60" REF C2 40.6 gpm PATH 3 K= 8.25 24.2 psi PATH 4 FROM HYDRAULIC REFERENCE A2 TO B3 REF A2 20.4 1" 0 0 61'6" 4.3 fps 31.5 PATH 1 1.400" 2 0 18'0" 0.022 1.7 K= 3.64 20.4 150 PV 6 79'6" 0" 0.0 REF Al 10.2 1k" 1 0 10'7" 6.4 fps 33.2 PATH 5 1.400" 1 0 121 0" 0.046 1.0 K= 1.77 30.6 150 PV 0 22'7" 101 0" 4.3 REF Bl 1" 0 0 60'11" 4.9 fps 38.6 1.602" 0 0 1'O" 0.024 1.5 30.6 150 PV 1 61'11" 0" 0.0 REF B3 30.6 gpm PATH 4 K= 4.83 40.1 psi The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 8:10 REMOTE AREA #1 PAGE 3 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 5 FROM HYDRAULIC REFERENCE A3 TO Al REF A3 10.2 1" 3 0 821 7" 2.1 fps 32.5 PATH 1 1.400" 2 0 311 0" 0.006 0.7 K= 1.79 10.2 150 PV 1 1131 7" 0" 0.0 REF Al 10.2 gpm PATH 5 K= 1.77 33.2 psi Apartment Building NFPA 13R 3rd Floor - Unit The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The Summit at Carlsbad Location: Marron Road Carlsbad, CA 92008 Drawing Date: 1/16/03 Contractor: Western States 3335 East Miraloma Ave., Anaheim, CA 92806 Remote Area Number: 1 Telephone:714.572.3990 Suite 142 Designer: A.D.G. Calculated By:SprinkCALC CSC Systems & Design Construction: V-i Hour Occupancy:Ri Reviewing Authorities: Carlsbad F. D. SYSTEM DESIGN Code:NFPA 13R Hazard:RESIDENTIAL System Type:WET Area of Sprinkler Operation sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make:Reliabl Model:FiRes49 Area per Sprinkler 400 sq ftl Orifice:3/8 K-Factor: 4.90 Hose Allowance Inside 0 gpm I Temperature Rating:155 Hose Allowance Outside 5 gpm I CALCULATION SUMMARY 3 Flowing Outlets gpm Required: 66.6 psi Required: 54.1 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 1/09/03 I Rated Capacity 0 gpm I Static Pressure 75.0 psi I Rated Pressure 0.0 psi I Residual Pres 63.1 psi I Elevation 0 At a Flow of 1588 gpm I Make: I Elevation 0" I Model: Location: Source Source of Information: SYSTEM VOLUME 41 Gallons Notes: Tank or Reservoir Capacity 0 gal Elevation 0 Well Proof Flow 0 gpm Hose Allowance Inside: 0 gpm Outside: 5 gpm Job The Summit at Carlsbad Marron Road Carlsbad, CA 92008 Remote Area: 1 Water Static Pressure: 75.0 psi Residual Pressure: 63.1 psi Flow: 1588 gpm Date/Loc: 1/09/03 Source Required Pressure: 54.1 psi Total Flow: 67 gpm Safety Pressure: 20.8 psi Drawn By SprinkCAo Tyco Fire Products (800)495-5541 140 12( 10( 8( Supply 6( F 5 gp mhose 4( 2C - 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) I The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref TOR Required at Hyd Area 1 1 Pipe 1" PVx2i CSC 9' 150 1.602 1 Pipe 1" 10x21 CSC 1' 120 1.682 1 11" Thrd Check Valve Viking "K-i" 7' 120 1.610 1 Thrd Butterfly Valve Milwauk "B 0' 120 1.610 1 x i" Thrd 90 Ell DI 5' 120 2.067 Hydr Ref BOR Required at Base of Riser 1 2" Thrd 90 Ell DI 5' 120 2.067 1 Pipe 2" 40x21 Std 9' 120 2.469 1 Pipe 2" PVx15 CSC 20' 150 2.423 2 2k" Thrd 45 Eli DI 6' 120 2.469 5 2" Thrd 90 Eli DI 30' 120 2.469 1 2" Flngd Back Flow Valve Ames "300 CHART LOSS 1 8" x 8" x 3" Fingd Tee 35' 120 8.071 Elevation Change 121 3" Fixed Flow Outside Hose Allow. Hydr Ref SRC Required at Source Water Source 75.0 psi static, 63.1 psi residual @ 1588 gpm SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 62 41.0 psi 62 0.8 62 0.1 62 0.9 62 0.0 62 0.2 62 43.0 psi 62 0.2 62 0.1 62 0.2 62 0.1 62 0.5 62 4.6 62 0.0 5.3 5 gpm 67 54.1 psi 67 gpm 75.0 psi 20.8 psi Available Pressure of 75.0 psi Exceeds Required Pressure of 54.1 psi This is a safety margin of 20.8 psi or 28 % of Supply Maximum Water Velocity is 13.6 fps The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gprit) = K x SIZE Nominal size of pipe. ID Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe # FITS number of fittings as follows: 90 - 90 deg Eli 45 - 45 deg Eli T - Tee LT - Long Turn 90 Eli SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting Pf Friction loss (psi) to fitting where Pf = I x 4.52 x (Q/C)"l.85 / ID'4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv = 0.001123 x Q2/IDA4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe rise or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open head. FITS fitting equivalent length from branch tee to open head. NOTES: - Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to NFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path #1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 REMOTE AREA #1 PAGE 1 FLOW # OF' ' LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 2S TO TOR (PRIMARY PATH) HEAD 2S 20.0 ' 1" 0 0 12'10" 6.7 fps 16.8 16.8 -6" 0.05 gpm/sq ft 1.109" 0 0 i'D" 0.066 0.9 0.1 6" K= 4.90 20.0 150 PV 1 13'10" 0" 0.0 16.7 60" HEAD 3S 20.5 1" 0 0 5'10" 13.6 fps 17.7 17.7 -6" 0.05 gpm/sq ft 1.109" 1 0 6'0" 0.243 2.9 0.2 6" K= 4.90 40.5 150 PV 0 , 11'10" 0" 0.0 17.5 60" REF D2 -14.1 14" 2 0 52'0" 5.6 fps 20.6 PATH 3 1.400" 0 0 161 0" 0.035 2.4 K= -3.10 26.5 150 PV 1 A 681 0" 101 3" 4.4 REF A3 9.5 14" 1 0. 101 7" 7.6 fps 27.4 PATH 4 1.400" 1 0 12'0" 0.062 1.4 K= 1.80 35.9 150 PV 0 22'7" 101 0" 4.3 REF B3 25.7 14" 0 0 18 1 6" 9.9 fps 33.2 PATH 2 1.602" 1 0 8 1 0" 0.088 2.3 K= 4.45 61.5 150 PV 0 26'6" 0" 0.0 REF B4 14" 2 0 481 6" 9.9 fps 35.5 1.602" 0 0 141 0" 0.088 5.5 61.6 150 PV 0 , 62'6" 0" 0.0 REF TOR 61.6 gpm PATH 1 K= 9.62 41.0 psi PATH 2 FROM HYDRAULIC REFERENCE iS TO B3 HEAD iS 21.0 if, 0 0 171 0" 7.1 fps 18.6 18.6 -6" 0.05 gpm/sq ft 1.109" 2 0 12'0" 0.072 2.1 0.2 6" K= 4.90 21.0 150 PV 1 29'0" 0" 0.0 18.5 60" REF Dl 14.1 114" 1 0 18 1 3" 7.4 fps 20.7 PATH 3 1.400" 1 0 121 0" 0.060 1.8 K= 3.09 35.1 150 PV 0 301 3" 10'3" 4.4 CONTINUED 27.0 psi The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 REMOTE AREA #1 PAGE 2 FLOW # OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn Phead FITS PATH 2 FROM HYDRAULIC REFERENCE iS TO B3 CONTINUED REF Al -9.5 1k" 1 0 10 1 7" 5.4 fps 27.0 PATH 4 1.400" 1 0 13'0" 0.033 0.8 K= -1.82 25.7 150 PV 1 231 7" 101 0" 43 REF Bi l" 0 0, 60 1 11" 4.1 fps 32.1 1.602" 0 0 1 1 0" 0.017 1.1 25.7 150 PV 1 61'11" 0" 0.0 REF B3 25.7 gpm PATH 2 K= 4.45 33.2 psi PATH 3 FROM HYDRAULIC REFERENCE D2 TO Dl REF D2 14.1 1144 0 0 12 1 5" 3.0 fps 20.6 PATH 1 1.400" 0 0 11 0" 0.011 0.1 K= 3.10 14.1 150 PV 1 13'5" 0" 0.0 REF Di 14.1 gpm PATH 3 K= 3.09 20.7 psi PATH 4 FROM HYDRAULIC REFERENCE Al TO A3 REF Al 9.5 1k" 0 0 62'l" 2.0 fps 27.0 PATH 2 1.400" 4 0 24'0" 0.005 0.5 K= 1.82 9.5 150 PV 0 86'1" 0" 0.0 REF A3 9.5 gpm PATH 4 K= 1.80 27.4 psi CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR A BOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system. left in service before contracthr's personnel finally leave the job. A certificate shall be, filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners: and contractor, It Is understood the owner's representatives signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances, PROPERTY NAME. Ocie 5/18/05 SUMMIT CARLSBAD PROPERTY ADDRESS. 25W MARRON_RD'- CARLSBAD, GA. 92008 ACCEPTED BY APPROVING AUTHORITY(S) NAMES CARLSBAD FIRE DEPARTMENT ADDRESS 2560 ORION WAY CARLSBAD. CA. 92010 PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ED YES, 0 NO EQUIPMENT USED IS APPROVED IYES 0 NO IF NO. EXPLAIN DEVIATIONS - HAS PF.RSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES 0 NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO. EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWiNG BEEN LEF1 7HE PREMISES: SYSTEM COMPONENTS INSTRUCTIL.. YES El NO CARE AND MAINTENANCE :TRUCTIC YES 0 NO a. NFPAI3A ' ...____ EVES U NO LOCATION SUPPLIES BUILDING: OF SYSTEM OUILDINO $ YEAR OF ORIFICE TEMPERATURE MAKE MODEL MANUFACTURE SIZE QUANTITY - RATING Reliable Pendant 2002 3/8" - 124 - 155F Reliable Pendent 2000 - 1/2" 92 SPRINKLERS PIPE AND Type of Pipe: CPVC and Copper FITTINGS Type of Fittings: CPVC and Copper MAXIMUM TIME TO OPERATE ALARM DEVICE ThRU TEST CONNECTION ALARM VALVE TYPE MAKE MODEL MIN. SEC. OR FLOW - Water Flow Switch §y5tem Sensor WFDT 45 INDICATOR DRY VALVE L Q.O.D. MAKE MODEL SERIAL NO. MAKE . MODEL SERIAL NO. TIME TO TRIP - TRIP POINT TIME WATER ALARM THRLI'TEST WATER PRESSURE AIR PRESSURE AIR REACHED OPERATED CONNECTION PRESSURE TEST OUTLET PROPERLY DRY PIPE MIN. SEC. I- PSI PSI PSI - - MIN. SEC. YES NO OPERATING Without JJ D TEST With O.O.D. IF NO, EXPLAIN: FROM TIME INSPECTORS TEST CONNECTION OPENED. I IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO. EXPLAIN DELUGE & PREACTION 0 YES 0 NO VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN, SEC. o HYDROSTATIC: HydrostatiC feats shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (.4 bars) above static pressure in excess of 150 psi TEST (10.2 bars) for two hours. Differential dry-pips valve clappers shall be loft open during test to prevent damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water IOveI and air pressure and measure air pressure drop which shall not exceed 1-112 psi (0.1 bars) In 24 howe. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR _2_ HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED []YES NO EQUIPMENT OPERATES PROPERLY YES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE. BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS TESTS DYES D.NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST I RESIDUAL PRESSURE WITH)/J,VE IN TEST TEST I CONNECTION: PSI CONNECTION OPEN WIDE • I PSI UNDERGROUND MAIN AND LIEFAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO. BSB DYES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING YES 0 NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING GASKETS WELDED PIPING Z YES 0 NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D1 D.9, LEVEL AR-3? 0 YES 0 NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D 10.9, LEVEL AR-37 0 YES C3 NO WELDING DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THEINTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? 9 YES 0. NO CUTOUTS (DISCS) DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? 0 YES 0 NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN: DATA NAMEPLATE ,. DYES 0 NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: 6 It REMARKS NAME OF SPRINKLER CONTRACTOR: Au Pacific West fire Protection TESTS WITNESSED BY SIGNATURES SIGNATURES . TITLE rA i DA TE FOR SPRINkI TITLE DATE FOR LOCAL FIRE M A TITLE FIRE I C PA OR TITLE DAT ADDITIONAL EXPLANATION AND NOTES (BACK) CONTRACTOR'S, MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. DDADc©TVMAM I Date 5/18/06 ADDRESS 0 MARRON RD - CARLSBAD, CA. 92008 I ACCEPTED BY APPROVING AUTHORITY(S) NAMES CARLSBAD FIRE DEPARTMENT PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS EQUIPMENT USED IS APPROVED If NO, EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRS EOUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE SYSTEM COMPONENTS INSTRUCTIONS CARE AND MAINTENANCE INSTRUCTIONS . NFPAI3A LOCATION SUPPLIES BUILDING: tL SVRTFM BUILDING # 72— YES Li NO YES [I NO 'ES Li NO YES E NO YES El NO YES D NO YEAR OF ORIFICE I TEMPERAT( MAKE MODEL MANUFACTURE SIZE QUANTITY RATING 7nn /R" 1 124 1 155F SPRINKLERS PIPE AND Type of Pipe: CPVC and Copper FITTINGS Type of Fittings: CPVC and Copper ALARM DEVICE ALARM VALVE I TYPE MAKE OR FLOW I Water Flow Switch System Sen! WFDT 45 DRY PIPE OPERATING Without TEST C.O.D. With Q.O.D. IF NO. LX DRY VALVE Q.O.D. MODEL SERIAL NO. MAKE MODEL 'tIME TO TRIP TRIP POINT TIME WATER THRU TEST WATER PRESSURE AIR PRESSURE AIR REACHED CONNECTION PRESSURE TEST OUTLET MIN. I sec. PSI PSI PSI MIN. I SEC. OPERATED PROPERLY ASURED FROM TIME INSPECT I'S TEST DELUGE & PREACTION VALVES RATION IJ PNEUMATIC HG SUPERVISED El YES :S VALVE OPERATE FROM THE MANUAL TRIP AND HERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT DYES 0 N DOES EACH CI MAKE MODEL SUPERVISIOIN OPERATE MIN. J(YDROSIAI!c: Hyarosratic tests shall be made at not less than 200 psi (1.5 bars) for two hours or 50 psi (3.4 bars) above static pressure In excess of 150 psi TEST (10.2 bars) for No hours. Differential dry-pipe valve clappers shall be left open during teat to prevent damage. All aboveground piping leakage shall be stopped. DESCRIPTION pEuMATIç: Establish 40 psi (2.7 bars) air pressure and measure drOp which shall not exceed 1-1/2 pal (0.1 bars) in 24 hOufs, lest pressure tanks at normal - water level and air pressure and neasure air preasure drop which shall not exceed 1,1/2 psi (0.1 bare) in 24 hOurs. ALL PIPING HYDROSTATICALLY TESTED AT _.200 PSI FOR 2 HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED 0 YES CRI NO EQUIPMENT OPERATES PROPERLY 0 YES 0 NO 00 YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS) TESTS DYES ONO DRAIN I READING OF GAQE LOCATED NEAR WATER SUPPLY TEST I RESIDUAL PRESSURE WITH VALVE IN TEST TEST _. CONNECTION: PSI JCONNECTION OPEN WIDE PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO. 856 DYES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING 0 YES 0 NO BLANK TESTING WELDING IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS DI0.9. LEVEL AR-3? DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.0, LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES 0 NO YES 0 NO DATA NAMEPLA 00 YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUTOUTS (DISCS) ARE RETRIEVED? NAME PLATE PROVIDED . IF NO. EXPLAIN: YES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: EYES 0 N REMARKS NAME OF SPRINKLER CONTRACTOR: du Pacific West fire Protection TESTS WITN55ED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES _ __ ____ _________________ IGNED) TITLE DATE tf FOR LOCAL '7RtI1 A ______ _____ TITLE - FIRE PROTECTION COTRACIOR TITLE ADDITIONAL EXPLANATION AND NOTES . (BACK) 04/26/2006 10:40 714-572-4418 WESTERN STATES FIRE PAGE 02 The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: The Summit at Carlsbad Location: Marron Road Carlsbad, CA 92008 Drawing Date: 1/16/03 Contractor: Western States 3335 East Miraloma Ave Anaheim, CA 92806 Designer: A.D.G. calculated By: SprinkCALC CSC Systems & Design Construction: V-i Hour Reviewing Authorities;Carlsbad F.D. SYSTEM DESIGN Remote Area Number: 3. Telephone:714.512.3990 Suite 142 Occupancy: Ri Code:NFPA 13R Hazarcl:RESIDENTIAL System Type:WET Area of Sprinkler Operation sq .tI Sprinkler or Nozzle Density (gprn/sq ft) RES I Nake:Reliabl Model:F1Res49 Area per Sprinkler 400 sq ftl Otifice:3/8 K-Factor: 4.90 Hose Allowance Inside 0 gpm Temperature Rating:155 Hose A11owane Outside 5 gpm I CALCULATION SUMMARY 3 Flowing Outlets gpxn Required: 66.6 psi Required: 54.1 @ Source WATER SUPPLY Water Flow Test I Pump Data I Tank or Reservoir Date of Test 1/09/03 I Rated Capacity 0 gpm I Capacity 0 gal Static Pressure 75.0 psi I Rated Pressure 0.0 psi I Elevation 0 Residual Pres 63.1 psi I Elevation 0 At a Flow of 1588 gpni I Make: I Well Elevation 0" I Model: I Proof Flow 0 gprn Location: Source Source of Information: SYSTEM VOLUME 41 Gallons - Notes: co ----a (D a C3 a a - ____,•________0. C/) ___- C 0. 0 U- 04/26/2006 10:40 714-572-4418 WESTERN STATES FIRE PAGE 03 HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref TOR Required at Hyd Area 1 1 Pipe 14" PVx21 CSC 91 150 1.602 1. Pipe 14" 10x21 CSC 1' 120 1.682 1 14" Thrd Check Valve Viking "K-l" 7' 120 1,610 1 14" Thrd Butterfly Valve ri1wauk "B 0' 120 1.610 1 2" x 14" Thrd 90 511 DI 5' 120 2.067 Hydr Ref BOR Required at Base of Riser 1 2" Thrd 90 Eli DI 5' 120 2.067 1 Pipe 24" 40x21 Std 9' 120 2.469 1 Pipe 24" PVx15 CSC 20' 150 2.423 2 24" Thrd 45 Eli DI 6' 120 2.469 S 24" Thrd 90 51.1. DI .30' 120 2.469 1 24" Flrigd Back Flow Valve Ames "300 CHART LOSS 1 81 x 8" x 3" Flngd Tee 35' 120 8.071 Elevation Change 12'3" Fixed Flow Outside Hose Allow. Hydr Ref SRC Required at Source Water Source 75.0 psi static, 63.1 psi residual @ 1588 gprn SAFETY PRESSURE FLOW LOSS gpm psi TOTALS 62 41.0 psi 62 0.8 62 0.1 62 0.9 62 0.0 62 0.2 62 43.0 psi 62 0.2 62 0.1 62 02 62 0.1 62 0.5 62 4.6 62 0.0 5.3 5 gpm 67 54.1 psi 67 gprn 75.0 psi 20.8 psi 04/26/2886 18:40 714-572-4418 WESTERN STATES FIRE PAGE 04 The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 HYDRAULIC CALCULATION DETAILS Available Pressure of 75.0 psi Exceeds Required Pressure of 54.1 psi This is a safety margin of 20.8 psi or 20 % of Supply Maximum Water Velocity is 13.6 fps 04/26/2006 10:40 714-572-4418 WESTERN STATES FIRE PAGE 05 The Summit at Carlsbad Drawing D.3t:1/16/03 1/22/03 9:18 LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P SIZE Nominal size of pipe. 10 Actual internal diameter of pipe C Hazen Williams pipe roughness factor TYPE Type or schedule of pipe FITS number of fittings as fellows: 90 - 90 deg Ell 45 - 45 deg Eli T - Tee LT - Long Turn 90 Ell SPEC - Fitting other than above or fitting with hydraulic equivalent length specified by manufacturer. Pt Total pressure (psi) at fitting pf Friction loss (psi) to fitting where Pf - 1 x 4.52 x Q/C)'1.85 / ID-"4.87 Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pv Velocity pressure (psi) where Pv 0.001123 x Q"2/ID'4 Pn Normal pressure (psi) where Pn = Pt - Pv Pdrop Pressure loss in pipe d.se or drop to an open head. Phead Pressure at an open head. ELEV elevation from branch tee to open head. PIPE pipe length from branch tee to open heads FITS fitting equivalent length from branch tee to open head. NOTES: Pressures are balanced to 0.001 gpm. Pressures are listed to 0.01 psi. Addition may vary by 0.01 psi due to accumulation of round off. - Calculations conform to WFPA 13 edition. - Velocity Pressures are not considered in these Calculations - Path *1 is from the most remote head back to the water source. - Later Paths are from the next most remote head back to previously defined paths 04/26/2806 10:40 714-572-4419 WESTERN STATES FIRE PAGE 06 The Summit at Carlsbad Drawing Date:1/16/03 1/22/03 9:18 REMOTE AREA #1 PAGE 1 FLOW * OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD HID REF OUTLET SIZE 90 45 PIPE VtLOCITY Pt Pt Pn ELKV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Fe Pn Phead FITS PATH 1 FROM HYDRAULIC REFERENCE 25 TO TOR (PRIMARY PATH) HEAD 2S 20.0 1" 0 0 12 1 10" 6.7 fps 16.8 16.8 - -6" 0.05 gpm/sq ft 1.109" 0 0 11 0" 0.066 0.9 0.1 6" K" 4.90 20.0 150 PV 1 13'10" 0" 0.0 16.7 60" HEAD 3S 20.5 1" 0 0 51 10" 13.6 fps 17.7 17.7 - 0.05 gpm/sq ft 1.109" 1 0 6'0" 0.243 2.9 0.2 6" K= 4.90 40.5 150 PV 0 11'10" 0" 0.0 17.5 60" REF D2 -14.1 114" 2 0 521 0" 5.6 fps 20.6 PATH 3 1..400" 0 0 161 0" 0.035 2.4 K" -3.10 26,5 150 PV 4 681 0" 10'3" 4.4 REF A3 9.5 14" 3. 0 101 7" 7.6 fps 27.4 PATH 4 1.400" 1 0 12'0" 0.062 1.4 K= 1.80 35.9 150 .PV 0 221 7" 10'0" 4.3 REF B3 25.7 1k" 0 0 18'6" 9.9 fps 33.2 PATH 2 1.602" 1 0 8'O" 0.088 2.3 K= 4.45 61.6 150 pV 0 261 6" 0" 0.0 REF 54 1w" 2 0 48 1 6" 9.9 fps 35.5 1.602" 0 0 14'0" 0.088 5.5 61.6 150 PV 0 621 6" 0" 0.0 REF TOR 61.6 gpm PATH 1 Xm 9.62 41.0 psi PA'rH 2 FROM HYDRAULIC REFERENCE iS TO 53 HEAT) is 21.0 1" 0 0 17'O" 1.1 fps 18.6 18.6 -6" 0.05 gpm/sq ft 1.109" 2 0 121 0" 0.072 2.1 0.2 6" Km 4.90 21.0 150 PV 1 291 0" 0" 00 18.5 60" REF Dl 14.1. 1" 3. 0 181 3" 7.4 fps 20.7 PATH 3 1.400" 3. 0 12'0" 0.060 1.8 K 3.09 35.1 150 PV 0 30'3" 10'3" 4.4 CONTINUED 27.0 pi 04/26/2006 10:40 714-572-4418 WESTERN STATES FIRE PAGE 07 The Summit at Carlsbad Drawing T)ate:1/16/03 1/22/03 9:18 REMOTE AREA #1 PAGE 2 PLOW 4t OF LENGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMMARY TO HEAD Pn ELEV HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt ID T LT FITTINGS LOSS PSI/FT Pt Pv Prop PIPE K FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pa Pn Phad FITS PATH 2 FROM HYDRAULIC REFERENCE i.E TO B3 CONTINUED REF Al -'9.5 1" 1 0 10 1 7" 5.4 fps 27.0 PATH 4 1.400" 1 0 130 0" 0.033 0.8 K= -1.82 25.7 150 pv 1 231 7" 101 0" 4.3 REF 31 11 " 0 0 60'11" 4,1 fps 32.1 1.602" 0 0 11 0" 0.017 1.1 25.7 150 PV 1 61.1 1,1" 0" 0.0 REF E3 25.7 gpm PATH 2 K= 4.45 33.2 psi PATH 3 FROM HYDRAULIC REFERENCE D2 TO Di. REF D2 14.1 114" 0 0 1.2'5" 3.0 fps 20.6 PATS 1 1.400" 0 0 1 0 0" 0.011 0.1 K= 3.10 14.1 150 PV 1 13'5" 0" 0.0 REF Dl 14.1 gpm PATH 3 K= 3.0 20.7 psi - PATH 4 FROM HYDRAULIC REFERENCE Al TO A3 REF Al 9.5 1i" 0 0 621 1" 2.0 fps 27.0 PATH 2 1.400" 4 0 241 0" 0.005 0.5 K 1.82 9.5 150 Pv 0 86'1" 0" 0.0 REF A3 9.5 gpm PATH 4 K= 1.80 27.4 psi