Loading...
HomeMy WebLinkAbout6200 AVENIDA ENCINAS; ; AS080039City of Carlsbad Sprinkler Permit Permit No: AS080039 6200 AVEN IDA Job Address: ENCINAS Permit Type: SPRINK Parcel No: Lot #: 0 Status: ISSUED Applied 3/24/2008 Approved: 3/24/2008 Reference No.: Issued: 3/24/2008 PC #: Inspector: Project Title: ENCINA WASTEWATER PH V THREE FIRE SPRINLER INSPECTIONS @ $65/EA Applicant: Owner: BRADSHAW ENGINEERING CORP 8645 ARGENT ST SANTEE CA 619-448-4300 Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 0 195 0 —J Sincerely, Ty Thompson Designer APPOWD AS SUBMITTED Mot CARLSBAD FIRE DEPARTMENT ko~1~03q' Bradshaw Engineering Corporation Fire Protection Engineers & Contractors 8645 Argent Street, Santee, CA 92071-4179 (619) 448-4300 Fax 448-0535 March 10, 2008 Attn: Kenneth W. Wagoner Parsley Consulting Re: ENC1NA PHASE V DRYER BUILDING 6200 AVEMDA ENC1NITAS, CARLSBAD, CA FIRE SPRINKLER SYSTEM Dear. Mr. Wagoner, As per your comment fetter of February 22, 2008, the fire protection drawings and associated submittal material have been revised and installation shall conform as follows: Corrections 1) Note added referencing overhead system. Supply upped to 4" and note added to FP-1 Column lines added. 2) Performed calculation for mezzanine to justify sizing. 3) Two heads have been added for proper coverage. 4) Note added for section AA. 5) These sprinklers were set to always flow. This has been corrected. 6) Sprig elevations added for all sprigs. 7) No control valve was found at riser, just a riser check. 8) Reference points have been clarified for ease of review. 9) Calculation corrected to be within 90% of supply. 10) Backflow cut-sheet is now included for your reference. Please contact me if you have questions in regards to this response. These plans have been reviewed for apparent compliance with the current applicable codes and standards in tire in the jurisdiction. The owner or contractor may utilize this review in support of an application or it building permit with the express understanding that this review ill no way relieves the owner or contractor or their prufissioiial engineer or architect for sole responsibility for full compliance with said codes and standards. including the building code or for any responsihilty for deficiencies, errors, omissions or negligence in these plans whether or not noted in this review. Date: ,/12./O3 Revicwer) RECOMMEND .PPROVAl. 0 RECOMMEND APPROVAL AS NOTED California Contractors License C-16 383330 ES-F-825YD Series 825YD Reduced Pressure Zone Assemblies Size: 21/2" - 10" (65mm - 250mm) The FEBCO Series 825YD Reduced Pressure Zone Assemblies are used to protect against high hazard (toxic) fluids in water services to industrial plants, hospitals, morgues, mortuaries, and chemical plants. They are also used in irrigation systems, boilerfeed, water lines and other installations requiring maximum protection. 825YD Features The DuraCheck features all stainless steel check assemblies for corrosion resistance, reduced fouling and longer valve life. DuraCast ductile iron body for superior strength, corrosion resistance and lighter weight. Ultimate mechanical protection of potable water against hazards of cross-connection contamination. Meets all specifications of A\NWA, ASSE, the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California, and UL classified for fire sprinkler service. Documented flow curves established by University of Southern California Foundation for Cross-connection Control and Hydraulic Research. All bronze modular relief valve for ease of maintenance. End Detail - 2'h'- 10'(65 - 250mm) Flanged ANSI B16.1 Snecifications Reduced pressure backf low preventer assemblies shall consist of two independent 'Y" configured check valves and one differential relief valve. By design, the assembly shall automatically reduce the pressure in the zone between the check valves. Should the differential between the zone and upstream pressure drop to 2psi, the differential relief valve will open, maintaining proper zone differential. Valve bodies and cover shall be manufactured of ductile iron ASIM A536, Grade 6545 12, Ductile iron bodies shall be flanged, ANSI B16.1, Class 125, epoxy coated. The assembly shall be constructed so all internal parts, including seat rings, can be serviced from the top or side or removed while assembly is in line. The assembly shall be rated 175ps1 (12.1 bar) MWNP Relief valve assembly shall be of a modular design for ease of mainte- nance. Operation In a flow condition, the check valves are open with the pressure between the checks, called the zone, being maintained at least 5.opsi (34.5 kPa) lower than the inlet pressure and the relief valve is maintained closed. Should abnormal conditions arise under no flow or reversal of flow, the differential relief valve will open and discharge to maintain the zone at least 2psi lower than the supply. In resumption of normal flow, the zone's differ- ential pressure will resume and the relief valve will close. Pressure - Temperature Maximum Working Pressure: 175psi (12.1 bar) Hydrostatic Test Press: 350psi (24.1 bar) Temperature Range: 32°F to 140°F (0°C to 60°C) Materials Main Valve Body: Ductile iron grade 65-45-12 fusion epoxy coated internal and external Main Valve Trim: Bronze Internal Check Assembly: Stainless Steel Relief Valve Body and Trim: Bronze Elastomers: Nitrile Diaphragms: Nitrile, fabric reinforced Springs: Stainless Steel Internal Check Assembly: Stainless Steel Shutoffs: Non-rising stem, resilient seated gates Models Air Gap Drain OS&Y Gate Valves The assembly shall meet or exceed requirements of ASSE standard 1013, • Left Handed Relief Valve AWWA standard C511, and the USC Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Reduced pressure backf low preventer assemblies shall be FEBCO 825YD, or prior approved equal. Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previously or subse- quently sold. 10639001 I CERTIFIED Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.* ANSI/AWWA Conformance (C511-89) ULC Listed (21h", ' FM * 3 jø CQUS Approved 1013 B64.4 * Valves must be supplied with resilient seated shutoff valves for USC approvals to be in effect. Standard Meter is GPM. UL and FM Listings only applicable with approved OS&Y gates. TvDical Installation Reduced Pressure Backf low Preventers should be installed with a suggested minimum clearance of 12' (300mm) between port and floor or grade. They must be installed where any discharge will not be objectionable and can be positively drained away. They should be installed where easily accessible for testing and maintenance and must be protected from freezing. Larger sizes should have support blocks to prevent flange damage. Thermal water expansion and/or water hammer down stream of the Backflow Preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and assembly. Note: The gap drain is not designed to catch the maximum discharge possible from the relief valve. The installation of FEBCO air gap with the drain line termi- nating above a floor drain will handle any normal discharge or nuisance spitting through the relief valve. However, floor drain size may need to be designed to prevent water damage caused by a catastrophic failure condition. Do not reduce the size of the drain line from the air gap fitting. Side View Protective Enclosure Support •:g' (3° and larger) Water I 1 -U. U _.i ----------- - till ..rn.....u=.. ••iiuuuu 'IIi!!I!I!I iUUliiiliilU UIIIUUUUUUURU il 5 I52t 30I5 4540 IM ]pin 5 1.5 10 Ips 15 2.3 ai np ,kPa psi ca 10" (250mm) 41 9 138 20 Cn 169 151 I I I I 11111! I I 130 20 103 15 69 10 345 I:'..\ J•-ll' 30" Max (150mm) 12" Mm (300mm) Suggested 69 10 345 aw an ,iw IWW aMa tqn 9lil ism 3040 4540 6160 7609 9040 IPM 5 15 Ips IS 23 mps Dimensions — Weights Size: 2%" - 10° (65 - 250mm) lz(DN in. mm A B in. I mm in. I mm C* in. I mm D E in. I rnrl in. I mm tbs. I • 2½ 65 373/ 945 221Iie 560 12%13211 71h 191 11 279 178 80.7 3 80 41'Vie 1059 25/it 649 12% 327 8'/is 205 12 305 213 96.6 4 100 507/is 1281 32'i6 821 14% 365 11 279 13 330 360 163.3 6 150 59'%u 1516 38s 980 18% 479 14 356 15 381 601 272.6 8 200 693'ie 1757 461/16 1170 23½ 597 18 457 16 406 892 140416 10 250 1801612138158'/16 1475 27½ 699.1 22 1 559 1 17 1 432 1593 722.6 * Applies to NRS gated units only. Dimensions shown are nominal, allowance must be made for normal manufacturing tolerances. A Division of Watts Water Technologies, Inc. USA: 4381 N. Brawley • Ste. 102 • Fresno, CA • 93722 • Tel. (559) 441-5300 • Fax: (559) 441-5301 • www.FEBCOonline.com Canada: 5435 North Service Rd. • Burlington, 01111. • L7L 5H7 • Tel. (905) 332-4090 • Fax: (905) 332-7068 • www.FEBCOonllne.ca ES-F-825YD 0708 0 FEBCO, 2007 Schedule 13930-SOI Itq 61C~PL4)-{ i!kIIl SRADSHAW ENGINEERING CORPORATION FIRE PROTECTION ENGINEERS & CONTRACTORS 8645 ARGENT STREET • SUITE B SANTEE, CA 92071-4179 (619) 448-4300 • FAX: (619) 448-0535 Water Flow Test Information SITE: ED (s iu iJ cs+ cj (OR) ADDRESS: 4100 9e,hL.3 EuCtk5 9- STATIC: PSI RESIDUAL: '' PSI FLOW: GPM LOCATION: GAUGE HYD#: FLOW HYD DATE: MONTH:LJA i, DAY: 2 YEAR: _ TIME: / P&' AM PM NOTES: CAUFORN!A CONTRACTORS UCENSE NO. C16 -383330 Job Number: 1 Report Description: Ordinary Group U Job Number I Design Engineer Job Name - - Phone FAX Drawing3 Address 1 State CertlticationlUcense Number Address 2 AHJ City State Zip Cede Job Site MEZZANINE Density Area oiAppllcellae 0.200g pm/ft2 2000.00ft2 (Actual 2098.31ft2) Most Demanding Sprinkler Data Hone Streams 5.6 K-Factor 18.00 at 10.332 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 24 System Pressure Demand System Flow Demand 63.706 476.15 Total Demand Pressure Result 726.15 @63.706 +8.936 (12.3%) F -fr-I Node Flow(Qt)m) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(si) K-Factor(K) Flow(urn) 41:16 949.00 250.00 88.000 62.800 BOR 0.000 0 0.00 BOR 0.000 0 0.00 1 .._ ___r .PPI9 IN Q!aooiiL i• 100 W 90- tatic Pressure 0 726.15 with hose stream gw.00 @ 62.800 476.15 fL............ 60- - - o a u I u gad a 63.70 50 a. System demand curve : - 10 PR%00 0- 511 Ulill LLLLIII UiiLLL U1LL11 IllIltIll 11111111 111111111 400 500 600 700 800 900 1000 Water flow, gpm ,© M.E.P.CAD, Inc. M AutoSPRINK®VR5 v5.1.32 03/10/2008 11:35:58AM Page 1 I Job Number: 1 Report Description: Ordinary Group II Job Number I Deign Engineer Job Name Drawing3 State Ca,tillcultonlLlcense Number Address 1 AHJ Address 2 Job Site MEZZANINE City State Zip Cede Drawing Name 1646 Mezz Rev3.cad Moot Demanding Spdnlder Data 5.6K-Factor 18.00 at 10.332 Occupancy Ordinary Group II Hone Allowance Al Source 250.00 Density 0.200gpmlft2 Area of Application 2000.00ft2 (Actual 2098.31ft2) Additional Hone Supplies Node Flow(gpm) Number Of Sprinklers Calculated 24 Coverage Per Sprinkler 100.0Oft2 AutoPeak Reoulto: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 476.15 Total Water Required (Including Hose Allowance) 726.15 Maximum Pressure Unbalance to Loops 0.000 Maximum Velocity Above Ground 23.01 between nodes 26 and 27 Maximum Velocity Under Ground 2.69 between nodes 41:14 and 41:82 Volume capacity of Wet Pipes 969.32ga1 Volume capacity of Dry Pipes Hose Flow Static Node (gpm) (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 4116 250.00 88.000 62.800 949.00 72.641 I 726.15 63.706 8.936 Conlroctor Number Content Name Contact Title Contractor Name Phone Extension Address 1 FAX Address 2 E-mall City State Zip Code Web.SNe . 0 M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.1.32 03/10/2008 11:35:59AM Page 2 IT 1111 Job Number: 1 Report Description: Or dinary Group 11 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Coverage (Foot) c Sprinkler 101 18.00 18.00 5.6 10.332 90.00ft2 Sprinkler 114 20.40 18.00 5.6 13.275 90.00ft2 Sprinkler 113 20.19 18.00 5.6 13.002 90.00ft2 Sprinkler 117 20.49 18.00 - 5.6 13.393 90.00ft2 Sprinkler 120 20.68 18.00 5.6 13.641 90.00ft2 Sprinkler 123 21.00 18.00 5.6 14.065 90.00ft2 Sprinkler 116 20.46 18.00 5.6 13.348 90.00ft2 Sprinkler Ili 19.92 18.00 5.6 12.650 90.00ft2 Sprinkler 109 19.52 18.00 5.6 12.144 90.00ft2 Sprinkler 104 18.41 18.00 5.6 10.802 90.00ft2 Sprinkler 103 18.27 18.00 5.6 10.648 90.00ft2 Sprinkler 102 18.19 18.00 5.6 10.553 90.00ft2 Sprinkler 119 20.67 18.00 5.6 13.618 90.00ft2 Sprinkler 118 20.66 18.00 5.6 13.605 90.00ft2 Sprinkler 115 20.44 18.00 5.6 13.325 90.00ft2 Sprinkler 121 20.75 18.00 5.6 13.726 90.00ft2 Sprinkler 122 20.94 18.00 5.6 13.979 90.00ft2 Sprinkler 124 21.26 18.00 5.6 14.413 90.00ft2 Sprinkler 112 20.04 18.00 5.6 12.810 90.00ft2 Sprinkler 110 19.59 18.00 5.6 12.241 90.00ft2 Sprinkler 108 19.29 18.00 5.6 _11.869 90.00ft2 Sprinkler 107 19.12 18.00 5.6 11.652 90.00ft2 Sprinkler 105 18.83 18.00 5.6 11.307 90.00ft2 Sprinkler 106 19.03 18.00 5.6 11.548 90.00ft2 c Most Demanding Sprinkler Data f, 0 M.E.P.CAD, Inc. M AutoSPRINK®VR5 v5.1.32 03/10/2008 11:36:00AM Page 3 Job Number: 1 Report Description: Ordinary Group U T - I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fillings Eq. Length Total Length Summary SP 1.0490 Q=18.00 6.68 C=120 0.107085 l'-cPf 0.643 101 19 22'-10 21'-10 q=18.00 K=5.6 10.332 11.408 Spr(-10.332) T(5'-O) Pc 0.434 Pv BL 1.6100 Q=36.19 5.70 C=120 0.048399 6-11 Pt 0.335 19 18 21-10 21'-10 11.408 11.742 6'-11 Pe Pv. BL 2.0670 Q=54.47 5.21 C=120 0.030533 8'-6 Pt 0.565 18 2 21'-110 21'-110 11.742 12.308 2E(5'-O) 10,-C 18'-6 Pc 0.000 Pv BL 2.0670 Q=72.87 6.97 C=120 0.052320 Pf 1.016 2 15 21'-10 21'-10 12.308 13.324 2E(5'-O) 10'-O 19'- Pc -0.000 Pv BL 2.0670 Q=92.39 8.83 C=120 0.081155 V-7 Pt 0.534 15 14 21'-10 21'-10 13.324 13.858 V-7 Pc Pv BL 2.0670 Q=112.30 10.74 C=120 0.116458 6'-4 Pf 0.738 14 13 21'-10 21-10 13.858 14.596 6'-4 Pc Pv BL 2.0670 Q=132.76 12.69 C=120 0.158722 T-3 Pt 2.106 13 12 21'-10 21'-10 14.596 16.702 T(1 0'-O) 10,-c 13'-31 Pc Pv RN 2.0670 0=235.54 22.52 C=120 0.458411 2,-Ic Pf 5.883 12 11 21'-10 191-0 16.702 23.813 P0(10-0) 10'-( 12'-l( Pc 1.228 Pv CM 3.2600 Q=235.54 9.05 C=120 0.049842 12'- Pt 0.635 11 26 191-0 191-0 23.813 24.449 12'- Pc Pv CM 3.2600 Q=476.15 18.30 C=120 0.183278 0-f Pf 0.092 26 35 191-0 191-0 24.449 24.540 0'- Pc Pv CM 4.2600 Q=476.15 10.72 C=120 0.049803 8'-2 Pf 0.853 35 41 191-0 191-0 24.540 25.393 fE(8'-111/2) 8-I1Y 17'-1'i Pc Pv CM 4.2600 Q=476.15 10.72 C=120 0.049803 41'-31/2 Pt 2.949 41 41:277 191-0 31'-0 25.393 23.139 2fE(8'-11Y2) 17-11 592hI Pc -5.202 Pv CM 3.2600 0=476.15 18.30 C=120 0.183278 3'-6 Pt 0.638 41:277 41:48 31'-0 31'-0 23.139 23.777 3'-q Pc Pv CM 3.2600 Q=438.05 16.84 C120 0.157072 l0'- I0'- Pf 1.571 Pc Pv 41:48 31'-0 23.777 41:44 31'-0 25.348 CM 3.2600 Q=407.14 15.65 C=120 0.137186 10'-( Pt 1.372 41:44 41:36 31'-0 31'-0 25.348 26.720 I0'-( Pc Pv CM 3.2600 Q=383.73 14.75 C=120 0.122950 1 0'-C Pt 1.229 41:36 41:37 31-0 31'-0 26.720 27.949 Pc Pv CM 3.2600 Q=369.09 14.19 C=120 0.114414 10'-1 Pt 1.144 41:37 41:38 31'-0 31-0 27.949 29.093 10'-( Pc Pv CM 3.2600 Q=375.97 14.45 C=120 0.118388 10'- Pf 1.184 41:38 41:39 31'-0 31'-0 29.093 30.277 1 M Pc Pv CM 3.2600 Q=391.00 15.03 C=120 0.127293 9'-6 Pt 1.212 41:39 41:174 31'-0 31'-0 30.277 31.489 9'-6 Pc -0.000 py CM 4.2600 Q=391.00 8.80 C=120 0.034590 0'-6 Pt 0.017 41:174 41:40 31'-0 31'-0 31.489 31.506 o'-r Pc 0.000 Pv CM 4.2600 Q=417.30 9.39 C=120 0.039017 10'-1 Pf 0.390 41:40 41:31 31'-0 31'-0 31.506 31.896 10'-( Pc Pv CM 4.2600 Q=445.59 10.03 C=120 0.044051 10'-( Pt 0.441 41:31 41:9 31'-0 31'-0 31.896 32.336 10'-( Pc 0.000 Pv CM 4.2600 Q=476.15 10.72 C=120 0.049803 40'-2 Pt 2.892 41:9 41:11 31'-0 9'-2Y2 32.336 44.676 2fE(8'-l1%) 17'-11 58'-1 Pc 9.447 Pv FR 4.0260 Q=476.15 12.00 C=120 0.065576 4'-51/2 34-0 38'-5Y Pt 2.522 Pc 2.165 Pv 41:11 9'-2% 44.676 41:129 4-2% 49.363 f, CV(22'-O), BV(12'-O) ,0 M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 03/1012008 11:36:01AM Paae 4 L 1111 I!!uIis I Job Number: 1 Report Description: Ordinary Group H I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary FR 4.2600 0=476.15 10.72 C=120 0.049803 3'-C Pf 0.596 41:129 41:12 4-2Y2 1-2% 49.363 51.262 fE(8-11Y2) 8-Il'Is 11-111/2 Pe Pv 1.303 CM 4.2600 Q=476.15 10.72 C=120 0.049803 4-8 8-11Y 13'-7Y Pf Pe Pv 0.679 0.292 41:12 1-2% 51.262 41:82 0-6% 52.232 fE(8-11Yz) UG 8.5100 Q=476.15 2.69 C=140 0.001288 164- Pf 0.406 41:82 41:14 061/2 2-2% 52.232 51.904 5LtE(23-7%), E(32-8%) 150-bY 315- Pe -0.734 Pv MS 7.9810 0=476.15 3.05 C=120 0.002341 10-7Y Pf 9.128 41:14 41:15 2-21/2 2-2% 51.904 61.037 BFP(-9.073) LtE(1 3-0) 13'- 2371 Pe Pv 0.004 U 8.5100 Q=476.15 2.69 C140 0.001288 15-5Y 0.062 41:15 41:16 2-2% -3-9% 61.037 63.706 E(32'-8%), S 32-8Y 48-: e P'Vf 2.607 ao •'' ''Route 2•••'• SP 1.0490 0=18.19 6.75 C=120 0.109204 1-0 Pt 0.328 102 20 22-10 21-10 q=18.19 K=5.6 10.553 11.314 Spr(-10.553) E(2-O) 7- 3-0 Pe Pv 0.434 BL 1.6100 0=18.19 2.87 C=120 0.013557 6-11 Pt 0.094 20 19 21-10 21-10 11.314 11.408 V-1 11 Pe Pv .'.. 'Route 39' SP 1.0490 0=18.27 6.78 C=120 0.110117 1 P 0.661 103 18 22-10 21-10 q=18.27 K5.6 10.648 11.742 Spr(-10.648) T(5'-O) 5-9 6'- Pe 0.434 Pv ..... Route 4. AO 1.0490 0=18.41 6.83 C=120 0.111588 2-71Y2 Pt 1.072 104 2 22-10 21-10 q=18.41 K=5.6 10.802 12.308 Spr(-10.802) E(2-O), T(5'-O) 7-0 9'71/ Pe Pv 0.434 • Route 5••'•' SP 1.0490 0=18.83 6.99 C=120 0.116409 V-0 Pf 0.698 105 33 22-10 21-10 q=18.83 K=5.6 11.307 12.439 Spr(-11.307) T(5'-O) 6-0 6-0 Pe 0.434 Pv BL 1.6100 0=37.86 5.97 C=120 0.052609 6-11 Pt 0.364 33 32 21-10 21-10 12.439 12.803 6-11 Pe Pv BL 2.0670 0=56.98 5.45 C=120 0.033188 6-11 Pt 0.230 32 31 21-10 21-10 12.803 13.033 6-11 Pe Pv BL 2.0670 0=76.27 7.29 C=120 0.056923 6-11 Pf 0.394 31 30 21-10 21-10 13.033 13.427 6-11 Pe Pv BL 2.0670 0=95.86 9.17 C=120 0.086894 6-11 Pf 0.601 30 29 21'-10 21-10 13.427 14.028 6-11 Pe Pv BL 2.0670 0=115.91 11.08 C=120 0.123462 6-11 Pt 0.854 29 28 21-10 21-10 14.028 14.882 6'-111 Pe Pv BL 2.0670 Q=136.57 13.06 C=120 0.167247 3-3 Pt 2.219 28 27 21-10 21-10 14.882 17.101 T(1 O'-O) 10-C 13'-: Pe Pv RN 2.0670 Q=240.61 23.01 C=120 0.476857 2'-Iq Pt 6.120 27 26 21-10 19-0 17.101 24.449 P0(10-0) 10'-C 12-iC Pe Pv 1.228 SP 1.0490 Q=19.03 7.06 C=120 0.118697 1-0 Pf 0.356 106 34 22-10 21-10 q=19.03 K=5.6 11.548 12.338 Spr(-11.548) E(2'-O) 2-0 3-0 Pe Pv 0.434 BL 1.6100 Q=19.03 3.00 C=120 0.014736 6'-11 Pt 0.102 34 33 21-10 21-10 12.338 12.439 6'-111 Pe Pv . - '''Route 7''''' SP 1.0490 Q=19.12 7.10 C=120 0.119683 1' Pf 0.718 107 32 22-10 21-10 q=19.12 K=5.6 11.652 12.803 Spr(-11.652) 1(5-0) 5-0] 6'- Pe Pv 0.434 '' '''Route 8''''' SP 1.0490 0=19.29 7.16 C=120 0.121745 1-0iPf 0.730 108 31 22-10 21-10 q=19.29 K=5.6 11.869 13.033 Spr(-11.869) T(5'-O) 5'- 6-0jPv Pe 0.434 . ' ' '• Route 9''''' ©M.E.P.CAD, Inc. Ifl AutoSPRINK®VR5v5.1.32 03/10/2008 11:36:01AM Page 5 Ly J..r Lii. Job Number: I Report Description: Ordinary Group H Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 Q=19.52 7.24 C=120 0.124357 1'-( Pt 0.746 109 15 22'-l0 21'-10 q=19.52 K=5.6 12.144 13.324 Spr(-12.144) T(5-0) Pe Pv 0.434 ''''• Route 10''''' SP 1.0490 Q=19.59 7.27 C=120 0.125276 1-01Pf 0.752 110 30 22A0 21'-10 q19.59 K=5.6 12.241 13.427 Spr(-12.241) T(5-0) 5- 6-0jPv Pe 0.434 ''''' Route 11''''' SP 1.0490 Q=19.92 7.39 C=120 0.129139 It- 5- V-1 Pf Pe Pv 0.775 0.434 111 22'-l0 q=19.92 K=5.6 12.650 Spr(-12.650) 14 21-10 13.858 T(5-0) Route 12..... SP 1.0490 Q=20.04 7.44 C=120 0.130651 1' Pf 0.784 112 29 22-10 2P-10 q=20.04 K=5.6 12.810 14.028 Spr(-12.810) T(5-0) 5- 6-ojPv Pe 0.434 ''• '• Route 13..... SP 1.0490 Q=20.19 7.50 C=120 0.132455 V-( Pt 0.795 Pe 0.434 Pv 113 22-10 q=20.19 K=5.6 13.002 Spr(-13.002) 7 21-10 14.230 T(5-0) BL 1.6100 Q=40.60 6.40 C=120 0.059856 6-11 6-11 Pf Pe Pv 0.414 7 21-10 14.230 8 21-10 14.644 BL 2.0670 Q=61.09 5.84 C=120 0.037757 6-11 Pf 0.261 8 9 21-10 21'-10 14.644 14.905 6-11 Pe Pv BL 2.0670 Q=81.77 7.82 C=120 0.064755 6-11 Pt 0.448 9 10 21-10 21'-10 14.905 15.353 W-1 11 Pe Pv BL 2.0670 Q=102.77 9.83 C=120 0.098840 3- Pf 1.349 10 12 21'-10 2V-10 15.353 16.702 T(10-0) 10'-( 13-8 Pe Pv ''''' Route 14''''' SP 1.0490 Q=20.40 7.57 C=120 0.135032 1-( Pf 0.405 114 6 22-10 21'-10 q=20.40 K=5.6 13.275 14.114 Spr(-13.275) E(2-0) Pe Pv 0.434 BL 1.6100 Q=20.40 3.22 C=120 0.016764 6-11 Pt 0.116 6 7 21'-10 21-10 14.114 14.230 6-11 Pe Pv . ''''Route 15...'. SP 1.0490 0=20.44 7.59 C=120 0.135503 1-cPf 0.813 115 22 22'-10 21'-10 q=20.44 K=5.6 13.325 14.572 Spr(-13.325) T(5-0) 51 6-0jPv Pe 0.434 BL 1.6100 Q=41.10 6.48 C=120 0.061232 6-11 Pt 0.424 22 23 21-10 21-10 14.572 14.995 6-11 Pe Pv BL 2.0670 Q=61.85 5.91 C=120 0.038624 6-11 Pt 0.267 23 24 21'-10 21'-10 14.995 15.262 6-11 Pe Pv BL 2.0670 Q=82.78 7.91 C=120 0.066242 6'-l1 Pt 0.458 24 25 2140 21-10 15.262 15.721 6'-l1 Pe Pv BL 2.0670 Q=104.04 9.95 C=120 0.101108 T-8 10'-C 13'-8 Pf Pe Pv 1.380 25 21'-10 15.721 27 21'-10 17.101 T(10-0) ' •'''Route 16''''' _ SP 1.0490 Q=20.46 7.60 C=120 0.135717 v-cPf 0.814 116 13 22-10 21-10 q=20.46 K=5.6 13.348 14.596 Spr(-13.348) T(5-0) 5- 6'-9JPv Pe 0.434 ''''• Route 17''''' SP 1.0490 Q=20.49 7.61 C=120 0.136144 1-Pt 0.817 117 8 22-10 21'-10 q=20.49 K5.6 13.393 14.644 Spr(-13.393) T(5'-O) 5- 6'- Pc Pv 0.434 Route 18''''' _ SP 1.0490 Q=20.66 7.67 C=120 0.138135 1-1 Pt 0.414 118 21 22-10 21-10 q=20.66 K=5.6 13.605 14.453 Spr(-13.605) E(2'-O) 2-I 3- Pc Pv 0.434 BL 1.6100 Q=20.66 3.26 C=120 0.017149 6-11 Pt 0.119 21 22 21'-10 2V-10 14.453 14.572 6-11 Pc Pv ' '''. Route 19''.'' SP 1.0490 Q=20.67 7.67 C=120 0.138259 i'-d Pt 0.830 119 28 22-10 21'-10 q=20.67 K=5.6 13.618 14.882 Spr(-13.618) T(5'-O) 5'- 6-0jPv Pc 0.434 f , 0 M.E.P.CAD, Inc. iflAutoSPRINKO VR5 v5.1.32 03/10/2008 11:36:01AM Page 6 - I Job Number: I Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary '•'•• Route 20''' SP 1.0490 0=20.68 7.68 C=120 0.138467 1'-Pt 0.831 120 9 22'-lO 21'-10 q=20.68 K=5.6 13.641 14.905 Spr(-13.641) T(5'-O) 5'-c 6'-CPv Pc 0.434 Go '''''Route21''''• SP 1.0490 0=20.75 7.70 C=120 0.139270 1'- Pt 0.836 121 23 22'-lO 21'-10 q=20.75 K=5.6 13.726 14.995 Spr(-13.726) T(5'-O) 5'- 6'-Pv Pc 0.434 ''''• Route 22''''' _____________ SP 1.0490 0=20.94 7.77 C=120 0.141642 11- Pf 0.850 122 24 22'-10 21'-10 q=20.94 K=5.6 13.979 15.262 Spr(-13.979) T(5-0) 5'- 6'. Pc 0.434 Pv '''"Route23•''•' SP 1.0490 0=21.00 7.80 C=120 0.142444 1'-QPt 0.855 123 10 22'-lO 21'-lO q=21.00 K=5.6 14.065 15.353 Spr(-14.065) T(5'-O) 5'- 6'-O Pc 0.434 Pv ''''•Route24•'••• _____________ SP 1.0490 0=21.26 7.89 C=120 0.145703 1'-Pf 0.874 124 25 22'-10 21'-10 q=21.26 K=5.6 14.413 15.721 Spr(-14.413) T(5'-0) 5'- 6'-OPv Pc 0.434 'Route 25..... RN 2.0670 0=14.64 1.40 C=120 0.002686 0,-1 Pf 0.029 41:54 41:32 31'-10 31'-0 28.383 28.774 PO(10'-O) 10'- 10'-I Pc 0.361 Pv CM 3.2600 0=107.06 4.12 C=120 0.011590 10'- Pf 0.116 41:32 41:53 31'-0 31'-0 28.774 28.890 10,-c Pc -0.000 Pv CM 3.2600 0=100.18 3.85 C=120 0.010251 10-c Pt 0.103 41:53 41:52 31'-0 31'-0 28.890 28.992 10,-c Pc -0.000 Pv CM 3.2600 0=85.15 3.27 C=120 0.007588 10'-( Pt 0.076 41:52 41:49 31'-0 31'-0 28.992 29.068 1 0,-q Pc 0.000 Pv RN 2.0670 0=26.30 2.51 C=120 0.007941 0'-I( Pt 0.086 41:49 41:50 31'-O 31'-10 29.068 28.797 PO(10'-O) 10,-c 10'-I( Pc -0.357 Pv BL 1.6100 0=26.30 4.14 C=120 0.026813 68'-( Pt 2.266 41:50 41:51 31'-I0 31'-10 28.797 31.058 T(8'-O) T(8'-O) 16,-c 84'-( Pc -0.004 Pv RN 2.0670 0=26.30 2.51 C=120 0.007941 0'-i( Pf 0.086 41:51 41:40 31'-lO 31'-0 31.058 31.506 PO(10'-O) 10'-( 10,-1c Pc 0.361 Pv .'.'' Route 26''••• RN 2.0670 Q=23.41 2.24 C=120 0.006403 0'-l( Pt 0.069 41:34 41:33 31'-10 31'-0 28.255 28.685 PO(10'-O) 10,-c 10-ic Pc 0.361 Pv CM 3.2600 0=92.42 3.55 C=120 0.008830 10'-( 10'-1 Pt 0.088 Pc 0.000 Pv 41:33 31'-0 28.685 41:32 31'-0 28.774 ...'. Route 27..'.. CM 3.2600 0=38.10 1.46 C=120 0.001714 10'-C Pt 0.017 41:45 41:41 31'-0 31'-0 28.617 28.634 10'- Pc Pv CM 3.2600 069.01 2.65 C=120 0.005144 10'-( Pt 0.051 41:41 41:33 31'-0 31'-0 28.634 28.685 1 0,-q Pc Pv 4w 9 • Route 28''''' CM 3.2600 0=58.85 2.26 C=120 0.003831 10'- Pt 0.038 41:49 41:28 31-0 31-0 29.068 29.106 10'-O Pc Pv RN 2.0670 Q=28.29 2.70 C=120 0.009087 01-1 Pt 0.098 41:28 41:29 31'-0 31'-10 29.106 28.843 PO(10'-O) 10'- 10'-1 q Pc -0.361 Pv BL 1.6100 Q=28.29 4.46 C120 0.030683 68'- Pt 2.593 41:29 41:30 31'-10 31'-10 28.843 31.436 T(8'-0) T(8'-0) 16'-i 84'- Pc Pv RN 2.0670 Q=28.29 2.70 C=120 0.009087 0'-li 10'-1 10'-1 Pt 0.098 Pc 0.361 Pv 41:30 31'-10 31.436 - 41:31 311-0 31.896 PO(10'-O) ''.'' Route 29''''' CM 3.2600 Q=30.56 1.17 C=120 0.001140 io'-dt 10'-Pv 0.011 Pc 41:28 31'-0 29.106 41:6 31'-0 29.118 , 0 M.E.P.CAD, Inc. MAutoSPRINKV VR5 v5.1.32 03/10/2008 11:36:01AM Page 7 I!iL9 L_ Job Number: 1 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.0670 Q=30.56 2.92 C=120 0.010485 0'-1I Pf 0.114 41:6 41:7 31'-0 31'-10 29.118 28.870 PO(10'-O) 10'-I 10'-1I Pe -0.361 Pv BL 1.6100 Q=30.56 4.82 C=120 0.035403 68'-I Pt 2.992 41:7 41:8 31'-10 3V-10 28.870 31.862 T(8'-O) T(8'-O) 16'-I 84'-I Pe Pv RN 2.0670 0=30.56 2.92 C=120 0.010485 0'-lI 10'-I 10'-lI Pt 0.114 Pe 0.361 Pv 41:8 31'-10 31.862 41:9 31'-0 32.336 PO(10'-O) ''''' Route 30''''' RN 2.0670 Q=38.10 3.64 C=120 0.015766 0-lI Pt 0.171 41:48 41:47 31'-0 31'-10 23.777 23.587 PO(10'-O) 10'-I 10'-lI Pe -0.361 Pv BL 1.6100 Q=38.10 6.00 4C=120 0.053232 68'-I Pt 4.498 41:47 41:46 31'-10 31'-10 23.587 28.085 T(8'-O) T(8'-O) 16'-I 84'-I Pe Pv RN 2.0670 0=38.10 3.64 C=120 0.015766 0'-lI Pt 0.171 41:46 41:45 31'-10 31'-0 28.085 28.617 PO(10'-O) 10.-I 10'-lI Pe 0.361 Pv '''•' Route 31''''' RN 2.0670 0=30.91 2.96 C=120 0.010705 0'-lI Pf 0.116 41:44 41:43 31'-0 31'-10 25.348 25.103 PO(10'-O) 10'-I 10'-lI Pe -0.361 Pv BL 1.6100 0=30.91 4.87 C=120 0.036144 68'- Pt 3.054 41:43 41:42 31'-10 31'-10 25.103 28.157 T(8'-O) T(8'-O) 16'-I 84'-f Pe Pv RN 2.0670 Q30.91 2.96 C=120 0.010705 0'-II 10'-I 10'-II Pt 0.116 Pe 0.361 Pv 41:42 31'-10 28.157 41:41 31'-0 28.634 PO(10'-O) RN 2.0670 Q=6.88 0.66 C=120 0.000664 0'-lI 10'-I 10'-li Go ''''' Route 32''''• q89 Pt0.0 41:53 Pe -0. 41:56 Pv BL 31'-O 28.890 P0(10-0) 31'-lO 28.536 1.6100 Q=6.88 1.08 C=120 0.002241 68'.I 16'- 84'-I Pt 0.1 Pe Pv 41:56 31'-10 28.536 T(8-0) 41:57 31'-10 28.725 T(8'-O) RN 2.0670 Q=6.88 0.66 C=120 0.000664 0.1 Pf Pt 0.007 41:57 41:38 31'-10 31'-0 28.725 29.093 PO(10'-O) 10'-i 10,-li Pe 0.361 Pv Route 33''''' RN 2.0670 0=15.03 1.44 C=120 0.002821 0'-lI Pt 0.031 41:52 41:58 31'-0 31'-10 28.992 28.661 PO(10'-O) 10'-i 10-lI Pe -0.361 Pv BL 1.6100 0=15.03 2.37 C=120 0.009525 80'- 48'-I 128'-I Pt 1.224 Pe Pv 41:58 31'-10 28.661 T(8'-O) 41:59 31'-10 29.885 8E(4'-O), T(8'-O) RN 2.0670 0=15.03 1.44 C=120 0.002821 0'-II Pt 0.031 41:59 41:39 31'-10 31-0 29.885 30.277 PO(10'-O) 10'-i 10,-1i Pe 0.361 Pv e '''Route 34''''' RN 2.0670 Q23.41 2.24 C=120 0.006403 0'-li 10'-i 10'-li Pt 0.069 Pe -0.361 Pv 41:36 31'-0 26.720 PO(10'-O) 41:35 31'-10 26.428 BL 1.6100 0=23.41 3.69 C120 0.021621 68' Pt 1.827 41:35 41:34 31'-10 31'-10 26.428 28.255 T(8'-O) T(8-0) 16'-i 84'-1 Pe Pv Route 35' RN 2.0670 0=14.64 1.40 C=120 0.002686 0'-l' Pt 0.029 41:37 41:55 31'-0 31'-10 27.949 27.617 PO(10'-O) 10'-' 10'-ll Pe -0.361 Pv BL 1.6100 014.64 2.31 C=120 0.009069 68' 16'-' 84'-' Pt 0.766 Pe Pv 41:55 31'-10 27.617 T(8'-O) 41:54 31'-10 28.383 T(8 -0) I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 f, 0 M.E.P.CAD, Inc. jjAutoSPRINK0 VR5 v5.1.32 03/10/2008 11:36:01AM Page 8 TfT1 Job Number 1 Report Description: Ordinary Group II Eq. Length ISummary Total LenQth AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated UG Underground Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Caø f , 0 M.E.P.CAD, Inc. NJ AutoSPRlNK® VR5 v5.1.32 03/10/2008 11:36:01AM Page 9 _JI Job Number: 1 Report Description: Ordinary Group U Supply at Node 41:16 100-: 90- - Static Pressure 88.000 80— Static Pressure 79.200 ((C%) 70 60 50 CL : I I / System demand curve 30 _/ 20/__ 4 10- 0 Mb= jJJJjJJ_filIlltfll litilitli itiiiiiii 111111111 111111 I ii Ii 1111111 I III I I 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 41:16 Static Pressure 88.000 Residual Pressure 949.00 @ 62.800 Available PresacreTime of Test 72.641 @ 726.15 System Demand 476.15 @63.706 System Demand (Including Hone Allowance) 726.15 @ 63.706 0 M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.1.32 03/10/2008 11:36:03AM Page 10 BRADSHAW ENGINEERING CORPORATION FIRE PROTECTION ENGINEERS & CONTRACTORS 8645 ARGENT STREET, SANTEE, CA 92071 OFFICE TELEPHONE: 619-448-4300 FAX: 619-448-0535 FIRE SUPPRESSION SYSTEM OPERATION I SYSTEM DESCRIPTION: WATER ENTERS THE BUILDING THROUGH A SINGLE PIPE WITH A CONTROL (SHUT-OFF) VALVE AND A WATER FLOW DETECTOR. THE WATER THEN TRAVELS THROUGH THE DISTRIBUTION FIRE SPRINKLER PIPING TO ALL LOCATIONS OF THE BUILDING THAT HAVE FIRE SPRINKLERS. PROTECTED AREAS WILL HAVE FIRE SPRINKLER PIPING ABOVE THAT TERMINATES AT A FIRE SPRINKLER HEAD. THE FIRE SPRINKLER HEAD IS A WATER NOZZLE WITH A HEAT- ACTIVATED PLUG AND A DEFLECTOR. THE HEAT-ACTIVATED PLUG SELF- DESTRUCTS AT IT'S DESIGNATED TEMPERATURE. WATER IS RELEASED AGAINST THE DEFLECTOR THAT DIRECTS IT INTO A SPRAY PATTERN. AFTER ACTIVATION THE WATER MUST BE SHUT OFF AND THE FIRE SPRINKLER HEAD REPLACED. A FIRE SPRINKLER SYSTEM IS IN OPERATION WHEN THE CONTROL (SHUT-OFF) VALVE IS OPEN AND WATER IS IN THE FIRE SPRINKLER PIPES NOT FLOWING, BUT HELD BACK BY THE FIRE SPRINKLER HEADS, AWAITING ACTIVATION BY THE HEAT FROM A FIRE. CALIFORNIA CONTRACTOR LICENSE C16-38330 Job Number: 1646 _Report Description: Ordinary Group U -fit-- 'lit Jab Number Design Engineer 1646 Job Name Phone FAX ENCINAS WATER DRYER BLDG Address 1 State Ce,tlflcatianiUceese Number Address 2 A}IJ City State Zip Code Job Site CARLBAD CA HEAT DRYER AREA DenSity Area of ApplicaSon 0.2009pm/ft2 2000.00ft° (Actual 1908.87ft2) Most Demanding Sprinkler Data Hose Streams 5.6K-Factor 24.00 at 18.367 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 100.00ft2 20 System Pressure Demand System Flow Demand 63.699 489.76 Total Demand Pressure Result 739.76 @ 63.699 +8.406 (11.7%) tIIes _fl L. - Node Flow(aDm) Hose Flow(QDm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow (aom) 16 949.00 250.00 88.000 62.800 BOR 0.000 0 0.00 BOR 0.000 0 0.00 .Sw M., I Ilion IIII in= NON __ EIF,Ammmmmmm I;".________ I 'iIiI IIIIIIIIIIuIHluuIIIu,IuuuuuuuuIluuIu 1 I UU n2UIJ OUU (Ut) UU - 30 I.I is I Ul. 90 80 70 60 40 u.nn.. 30 20 10 0' Water flow, gpm ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 03/10/2008 11:44:55AM Paue 1 Ills, . ..... . _Report Job Number: 1646 Description: Ordinary Group U JCi1iI — — Job Number 1646 Design Engineer Job Name ENCINAS WATER DRYER BLDG State CortlticatiardLicesne Number Address 1 AHJ Address 2 Job Site HEAT DRYER AREA City CARLBAD State CA Zip Cede Oraedug Name 1646 SPK Rev3.cad Thole? rn Most Demanding Sprtnkter Date 5.6 K-Factor 24.00 at 18.367 Occupancy Ordinary Group II Hone Stiawance At Source 250.00 Density 0.200g pm/ft2 Area of Application 2000.00ft2 (Actual 1908.87ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 20 Coverage Per Sprinkler 100.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 63.699 Right: 63.699 Total Hose Stream. 250.00 System Ftaw Demand 489.76 Tatat Water Required (including Hone Allowance) 739.76 Maximum Pressure Unbalance in Loops 0.000 Maximum VeiacdyAbave Ground 13.84 between nodes 174 and 39 Maximum Velocity Under Ground 2.76 between nodes 69 and 82 Volume capacity at Wat Pipes 2324.02ga1 Volume capacity at Dry Pipes Node Hose Flow Static Residual @ Flow (gpm) (psi) (psi) (gpm) Available Total Demand Required (psi) (gpm) (psi) Safety Margin (psi) 16 250.00 88.000 62.800 I 949.00 1 72.105 I 739.76 63.699 8.406 t?ctrL - Contractor Number 1646 Contact Name Contact Title Contractor Name Bradshaw Engineering Corp. Phone Extension Address 1 8645 Argent Street FAX Address 2 E-mail City Santee State CA Zip Code 92071 Web-Site ,© M.E.P.CAD, Inc. NJ AutoSPRlNK®VR5 v5.1.32 03/10/2008 11:44:57AM Page 2 i••• •• _____ _____ _____ _____ ________ Job Number: 1646 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Coverage Sprinkler 220 26.30 20.00 5.6 22.060 100.0Oft2 Sprinkler 219 25.72 20.00 5.6 21.089 100.00ft2 Sprinkler 218 24.91 20.00 5.6 19.790 100.00ft2 Sprinkler 486 24.33 20.00 5.6 18.869 100.00ft2 Sprinkler 211 24.14 20.00 5.6 18.576 100.00ft2 Sprinkler 210 24.13 20.00 5.6 18.567 100.00ft2 Sprinkler 213 24.23 20.00 5.6 18.717 100.00ft2 Sprinkler 216 24.65 20.00 5.6 19.376 1,00.00ft2 Sprinkler 217 24.81 20.00 5.6 19.621 100.00ft2 Sprinkler 212 24.22 20.00 5.6 18.709 100.00ft2 Sprinkler 208 24.03 20.00 5.6 18.419 100.00ft2 Sprinkler 207 24.03 20.00 5.6 18.411 100.00ft2 Sprinkler 209 24.13 20.00 5.6 18.561 100.00ft2 Sprinkler 490 24.55 20.00 5.6 19.216 100.00ft2 Sprinkler 206 24.78 24.00 5.6 19.574 120.00ft Sprinkler 204 24.19 24.00 5.6 18.665 120.00ft2 Sprinkler 202 24.01 24.00 5.6 18.376 120.00ft2 c> Sprinkler 201 24.00 24.00 5.6 18.367 120.00ft2 Sprinkler 203 24.10 24.00 - - 5.6 18.517 120.00ft2 Sprinkler 205 1 24.52 24.00 5.6 19.172 120.00ft2 c Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. AutoSPRlNK®VR5 v5.1.32 03/10/2008 11:44:58AM Page 3 Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Total Length do Pt Pn Fittings Eq. Length Summary ' • Route I SP 1.0490 0=24.00 8.91 C=120 0.182334 1'-2 Pf 1.121 201 254 33'-0 31'-lO q24.00 K=5.6 18.367 19.985 Spr(-18.367) T(5'-O) 5'-( 6'- Pe 0.497 Pv BL 1.6100 0=4.21 0.66 C=120 0.000906 101-( Pt 0.009 254 253 31-10 31'-10 19.985 19.994 10'-( Pe Pv BL 1.6100 Q=28.22 4.45 C=120 0.030545 10'-( Pt 0.305 253 252 31'-10 31'-10 19.994 20.299 10,-c Pe Pv BL 1.6100 0=52.41 8.26 C=120 0.096025 10,-c Pf 0.960 252 251 31'-10 31'-10 20.299 21.259 10.-c Pe Pv BL 1.6100 Q=77.19 12.16 C=120 0.196515 16'- Pf 4.746 251 47 31'-10 31'-10 21.259 26.006 T(8'-O) 8'-( 24'4? Pe Pv RN 2.0670 0=77.19 7.38 C=120 0.058201 0-1c Pt 0.631 47 48 31'-10 31'-0 26.006 26.998 PO(10'-O) 10,-c io'-ic Pe 0.361 Pv CM 3.2600 0=77.19 2.97 C=120 0.006328 10,-c Pf 0.063 48 44 31'-0 31'-0 26.998 27.061 io'-c Pe Pv CM 3.2600 0=154.49 5.94 C=120 0.022842 10'-c Pt 0.228 44 36 31'-0 31'-0 27.061 27.289 io'-c Pe Pv CM 3.2600 0=232.17 8.92 C=120 0.048532 10,-c Pt 0.485 36 37 31'-0 31'-0 27.289 27.775 10-I Pe Pv CM 3.2600 0=293.65 11.29 C=120 0.074948 10'-( Pt .0.749 37 38 31'-0 31'-0 27.775 28.524 10'-I Pe Pv CM 3.2600 0=329.04 12.65 C=120 0.092511 10'-1 Pt 0.925 38 39 31'-0 31'-0 28.524 29.449 10'-I Pe Pv CM 3.2600 0=360.03 13.84 C=120 0.109275 9'-I Pt 1.040 39 174 31'-0 31'-0 29.449 30.489 9'-I Pc -0.000 Pv CM 4.2600 Q=360.03 8.10 C=120 0.029694 0'-6 Pt 0.014 174 40 31'-0 31'-0 30.489 30.504 0'-6 Pc 0.000 Pv CM 4.2600 Q=402.02 9.05 C=120 0.036415 10'-0 Pt 0.364 40 163 31'-0 31'-0 30.504 30.868 1 0,-q Pc Pv CM 4.2600 0=445.10 10.02 C=120 0.043962 10'-0 Pt 0.440 163 149 31'-0 31'-0 30.868 31.307 10'-0 Pc 0.000 Pv CM 4.2600 0=489.76 11.02 C=120 0.052468 40'-2 Pt 3.047 149 137 31'-0 9'-2% 31.307 43.801 2fE(8'-11V2) 17'-11 58'-1 Pc 9.447 Pv FR 4.0260 0=489.76 12.34 C=120 0.069085 4'-5V Pt 2.657 137 129 9-214 4-2% 43.801 48.624 f, CV(22'-O), BV(12'-O) 34'- 38'-51 Pc 2.165 Pv FR 4.2600 Q=489.76 11.02 C=120 0.052468 3'-1 Pt 0.628 129 133 4-214 1'-214 48.624 50.555 fE(8'-11Y2) 8'-iW 11'-111 Pc 1.303 Pv CM 4.2600 0=489.76 11.02 C=120 0.052468 4'- Pt 0.715 133 82 1'-2Y2 0'-6% 50.555 51.561 fE(8'-1 114) 8'-111' 13-71 Pc 0.292 Pv UG 8.5100 0=489.76 2.76 C=140 0.001357 607- Pt 1.029 82 69 0'-6Y2 2-214 51.561 51.856 5LtE(23-7Y2), E(32'-814) 150'-lOY 758'- Pc -0.734 Pv MS 7.9810 0=489.76 3.14 C=120 0.002467 10-7Y Pt 9.145 69 67 2-214 7-2% 51.856 61.005 BFP(-9.087), LtE(1 3'-0) 13'- 23'-71 Pc 0.004 Pv UG 8.5100 0=489.76 2.76 C=140 0.001357 31'- Pt 0.086 67 16 2-214 -3'-914 61.005 63.699 E(32'-8%), S 32-8Y 63'- Pc 2.607 Pv Route 2 'S SP 1.0490 Q=24.01 8.91 C=120 0.182413 1'-1Y Pt 1.121 202 253 32'-1114 31'-10 q24.01 K=5.6 18.376 19.994 Spr(-18.376) T(5'-O) 5- 6-111 Pc 0.497 Pv ..'. Route 3• s , 0 M.E.P.CAD, Inc. ØAutoSPRlNK® VR5 v5.1.32 03/1012008 11:44:59AM Page 4 IIicAnaJs!ETI Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 0=24.10 8.95 C=120 0.183710 V-2 Pf 1.129 203 255 33'-0 31'-10 q=24.10 K=5.6 18.517 20.143 Spr(-18.517) T(5'-O) 5'-0 6'- Pe 0.497 Pv BL 1.6100 0=43.88 6.92 C=120 0.069130 10,-c N 0.691 255 256 31'-10 31'-10 20.143 20.834 10,-c Pe Pv BL 1.6100 0=68.40 10.78 C=120 0.157145 2'- N 1.626 256 46 31-10 31'-10 20.834 22.460 T(8'-0) 8,-c 10- Pe Pv RN 2.0670 0=68.40 6.54 C=120 0.046541 0,-ic Pt 0.504 46 45 31'-10 31'-0 22.460 23.326 PO(10'-O) 10,-c io'-ic Pe 0.361 Pv CM 3.2600 0=68.40 2.63 C=120 0.005060 101-( Pf 0.051 45 312 31'-0 31'-0 23.326 23.377 1 0'-Q Pe Pv CM 3.2600 0=136.87 5.26 C=120 0.018258 10'-c Pt 0.183 312 304 31'-0 31'-0 23.377 23.559 10,-c Pe Pv CM 3.2600 0=205.57 7.90 C=120 0.038748 10'-1 Pt 0.387 304 295 31'-0 31'-0 23.559 23.947 10'-O Pe 0.000 Pv CM 3.2600 0=196.11 7.54 C=120 0.035515 10'-( Pt 0.355 295 53 31'-0 31'-0 23.947 24.302 io'-c Pc -0.000 Pv CM 3.2600 0=160.72 6.18 C=120 0.024575 10'-1 Pt 0.246 53 52 31'-0 31'-0 24.302 24.548 1 0,-q Pe -0.000 Pv CM 3.2600 0=129.72 4.99 C=120 0.016534 101-( Pf 0.165 52 49 31'-0 31-0 24.548 24.713 io'-c Pc 0.000 Pv RN 2.0670 0=41.98 4.01 C=120 0.018864 0'-1l Pt 0.204 49 50 31'-0 31'-10 24.713 24.560 P0(10-0) 1 0'-q 10'-1Q Pc -0.357 Pv BL 1.6100 0=41.98 6.62 C=120 0.063696 68'-r Pt 5.382 50 51 31'-10 31'-10 • 24.560 29.938 T(8'-0) T(8-0) 16'-I 84'-1 Pc -0.004 Pv RN 2.0670 0=41.98 4.01 C=120 0.018864 0'-ll Pt 0.204 51 40 31'-10 31'-O 29.938 30.504 PO(iO'-O) 10'-I 10'-ll Pc 0.361 Pv SP 1.0490 0=24.19 8.98 C=120 0.185066 1'-1YPf 1.137 204 252 32'-11Y2 31'-10 q=24.19 K=5.6 18.665 20.299 Spr(-18.665) T(5-0) 5'- 6'-1YjPv Pc 0.497 Route 5••••• _ SP 1.0490 Q=24.52 9.10 C=120 0.189708 1. Pf 1.166 205 256 33'-0 31'-10 q=24.52 K=5.6 19.172 20.834 Spr(-19.172) T(5'-O) 5'-oj 6'-2jPv Pc 0.497 Route 6'•''' SP 1.0490 0=24.78 9.20 C=120 0.193389 1'-IY Pt 1.189 206 251 32'-ll% 31'-10 q=24.78 K=5.6 19.574 21.259 Spr(-19.574) T(5'-O) 5'-O 6'-lY Pc 0.497 Pv Route 7•'•• a SP 1.0490 0=24.03 8.92 C=120 0.182731 1'- Pf 1.123 207 244 33'-0 31'-lO q=24.03 K=5.6 18.411 20.030 Spr(-18.411) T(5'-O) 5'-I 6'-: Pc 0.497 Pv BL 1.6100 0=4.24 0.67 C=120 0.000914 1 01-C Pt 0.009 244 243 31'-10 31'-10 20.030 20.040 1 0'-C Pc Pv BL 1.6100 0=28.27 4.46 C=120 0.030643 1 0'-C 1 0,-C. N 0.306 Pc Pv 243 31'-10 20.040 242 31'-10 20.346 BL 1.6100 0=52.49 8.27 C=120 0.096289 10'-I Pf 0.963 242 241 31'-10 31'-10 20.346 21.309 10'-I Pc Pv BL 1.6100 Q=77.30 12.18 C=120 0.197021 16'-: Pt 4.758 241 43 31'-10 31'-10 21.309 26.067 T(8'-0) 8'-I 24'-: Pc Pv RN 2.0670 Q=77.30 7.39 C=120 0.058351 0'-lI 10'-i 10'-Il Pf 0.632 Pc 0.361 Pv 43 31'-10 26.067 44 31'-0 27.061 PO(10'-O) 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 03/10/2008 11:44:59AM Page 5 Waal ______________________ Job Number: 1646 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 Q=24.03 8.92 C=120 0.182811 1-Vt Pt 1.124 208 243 37-11Y2 31'-10 q=24.03 K=5.6 18.419 20.040 Spr(-18.419) T(5'-O) V-0 6'-lY Pe Pv 0.497 SP 1.0490 0=24.13 8.96 C=120 0.184108 1'- Pt 1.131 209 245 33'-0 31'-l0 q=24.13 K=5.6 18.561 20.189 Spr(-18.561) T(5-0) 5'-I 6,-: Pe Pv 0.497 BL 1.6100 Q=43.92 6.92 C=120 0.069234 10'-I Pt 0.692 245 246 31'-10 31'-10 20.189 20.881 10,-I Pe Pv BL 1.6100 0=68.47 10.79 C=120 0.157418 2- Pt 1.629 246 42 31'-10 31'-10 20.881 22.510 T(8'-O) 8-I 10'- Pe Pv RN 2.0670 Q=68.47 6.55 C=120 0.046622 0'-Iq Pt 0.505 42 312 31'-10 31-0 22.510 23.377 PO(10'-O) 10,-I 10'-lI Pe Pv 0.361 ••' . • Route 10•••• SP 1.0490 0=24.13 8.96 C=120 0.184166 1'- Pt 1.132 210 232 33'-0 31'-10 q=24.13 K=5.6 18.567 20.196 Spr(-18.567) T(5'-O) 5' 6- Pe Pv 0.497 BL 1.6100 0=4.31 0.68 C=120 0.000944 101-I Pt 0.009 232 231 31'-10 31'-10 20.196 20.205 10'-I Pe Pv BL 1.6100 Q=28.45 4.48 C=120 0.030998 10'-I Pt 0.310 231 230 31'-10 31'-10 20.205 20.515 10'-I Pc Pv BL 1.6100 Q=52.77 8.32 C=120 0.097241 10' Pf 0.972 230 229 31'-10 31'-10 20.515 21.487 101-' Pc Pv BL 1.6100 Q=77.68 12.24 C=120 0.198847 16'- Pt 4.803 229 302 31'-10 31'-10 21.487 26.290 T(8'-O) 8'- 24'- Pc Pv RN 2.0670 0=77.68 7.43 C=120 0.058892 0'-1 Pt 0.638 302 36 31'-lO 31-0 26.290 27.289 PO(10'-O) 10'- 10'-l( Pc Pv 0.361 - e.. .. Route 11 . SP 1.0490 0=24.14 8.96 C=120 0.184248 i'ih,4Pt 1.132 211 231 31'-10 32'-11%q=24.14 K=5.6 18.576 20.205 Spr(-18.576) T(5'-O) 5'-c 6'-114Pv Pc 0.497 '•." Route 12••''' SP 1.0490 0=24.22 8.99 C=120 0.185472 1'-1YPt 1.140 212 242 32-11% 31'-10 q=24.22 K=5.6 18.709 20.346 Spr(-18.709) T(5'-O) 5' Pe V-11 Pv 0.497 Go .'•" Route 13••••• SP 1.0490 0=24.23 8.99 C=120 0.185545 1'- Pt 1.140 213 233 33-0 31'-10 q=24.23 K=5.6 18.717 20.354 Spr(-18.717) T(5 -0) Pc Pv 0.497 BL 1.6100 0=44.05 6.94 C=120 0.069610 IV-C N 0.696 233 234 31'-10 31'-10 20.354 21.051 10'- Pc Pv BL 1.6100 0=68.70 10.83 C=120 0.158402 2'-d Pt 1.639 234 305 31-10 31'-10 21.051 22.690 T(8'-0) 8'- 1 V-1 Pc Pv RN 2.0670 Q=68.70 6.57 C=120 0.046913 0,-I Pt 0.508 305 304 31'-10 31'-0 22.690 23.559 PO(10'-O) 10'- 10'-1 Pc Pv 0.361 ••'" Route 14••••• SP 1.0490 0=24.33 9.03 C=120 0.186938 1'-11 Pt 1.149 486 230 32'-11Y2 31'-10 q=24.33 K=5.6 18.869 20.515 Spr(-18.869) T(5-0) 5- 6'-11 Pc Pv 0.497 Route 15 ..... SP 1.0490 0=24.55 9.11 C=120 0.190114 i'-4pt 1.168 490 246 33-0 31'-10 q=24.55 K=5.6 19.216 20.881 Spr(-19.216) T(5'-O) 5'- 6'-21Pv Pc 0.497 '..'. Route 16••••' SP 1.0490 0=24.65 9.15 C=120 0.191580 1'-2iPt 1.177 216 234 33'-0 31'-10 q=24.65 K=5.6 19.376 21.051 Spr(-I9.376) T(5'-O) 5'-Q 6'-2jPv Pc 0.497 ia ee''' Route 17''''' SP 1.0490 0=24.81 9.21 C=120 0.193817 11114Pf 1.191 217 241 32'-11½ 31'-10 q=24.81 K=5.6 19.621 21.309 Spr(-19.621) T(5'-O) 5'- Pc 6'-1 Pv 0.497 Go '••'' Route 18'••'' 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 03/10/2008 11:44:59AM Page 6 RUN Job _Report Number: 1646 Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 Q=24.91 9.25 C=120 0.195360 V-1 'APf 1.201 218 229 32'-11i2 31'-10 q=24.91 K=5.6 19.790 21.487 Spr(-19.790) T(5'-O) 5'-0 6'-1 '14Pv Pe 0.497 .. .. . Route 19..... SP 1.0490 0=25.72 9.55 C=140 0.155788 5-11 Pf 2.252 219 215 32-11% 31'-10 q=25.72 K=5.6 21.089 23.838 Spr(-21.089) E(2'-8), T(6'-8) 9'-31 1451I Pe 0.497 Pv BL 1.6100 0=35.18 5.54 C120 0.045915 V-C Pt 0.046 215 214 31'-10 31'-10 23.838 23.884 1,-C Pe Pv BL 1.6100 0=61.48 9.69 C=120 0.128984 16'4 Pf 3.115 214 55 31-10 31-10 23.884 26.999 T(8'-O) 8'-( 24-2 Pe Pv RN 2.0670 Q=61.48 5.88 C=120 0.038201 0-ic Pf 0.414 55 37 31-10 31'-0 26.999 27.775 PO(10'-O) 10,-c 10'-l( Pe 0.361 Pv '••"Route20••''• SP 1.0490 Q=26.30 9.76 C=120 0.216002 1114Pf 1.328 220 214 32'-11Y2 31'-10 q26.30 K=5.6 22.060 23.884 Spr(-22.060) T(5'-0) 5'- 6'-11 Pe 0.497 Pv '••'• Route 21'•••• CM 3.2600 0=87.74 3.37 C=120 0.008020 10.-c P1 0.080 49 177 31'-0 31'-O 24.713 24.793 10.-c Pe Pv RN 2.0670 0=43.08 4.12 C=120 0.019789 0,-Ic Pt 0.214 177 172 31'-O 31-10 24.793 24.646 PO(I0'-O) 10'-C 10'-1( Pe -0.361 Pv BL 1.6100 Q=43.08 6.79 C=120 0.066818 68'-C Pf 5.646 172 164 31'-10 31'-10 24.646 30.292 T(8'-O) T(8'-O) 16'-( 84-C Pe Pv RN 2.0670 Q=43.08 4.12 C=120 0.019789 0'-1orpt 0.214 164 163 31'-10 31'-0 30.292 30.868 PO(10'-O) 10'- 10'-lojPv Pe 0.361 . .... Route 22..... CM 3.2600 0=44.66 1.72 C=120 0.002299 10-( Pt 0.023 177 158 31'-0 31'-0 24.793 24.816 - 10,-c Pe Pv RN 2.0670 Q=44.66 4.27 C=120 0.021146 0,-ic Pf 0.229 158 159 31'-0 31'-10 24.816 24.684 PO(iO'-O) 10-C io'-ic Pe -0.361 Pv BL 1.6100 0=44.66 7.04 C=120 0.071400 68'-C Pt 6.033 159 150 31'-10 31'-10 24.684 30.717 T(8'-O) T(8'-O) 16,-c 84-C Pe Pv RN 2.0670 0=44.66 4.27 C=120 0.021146 0,-Ic Pt 0.229 150 149 31'-10 31'-O 30.717 31.307 PO(1O'-O) 10'-( 10,-ic Pe 0.361 Pv Route 23••••• RN 2.0670 Q=9.46 0.90 C=120 0.001197 o'-ic 10-C io'-ic Pt 0.013 Pe -0.361 Pv 295 31'-O 23.947 PO(10'-O) 54 31'-10 23.598 BL 1.6100 0=9.46 1.49 C=120 0.004043 5I'- Pf 0.240 54 215 31'-10 31'-10 23.598 23.838 T(8'-O) 8'-C 59'4 Pe Pv Route 24••'•' RN 2.0670 0=35.39 3.38 C=120 0.013754 0'-lO Pf 0.149 53 56 31'-O 31'-10 24.302 24.090 P0(10-0) 10,-c 10'-l( Pe -0.361 Pv BL 1.6100 Q=35.39 5.58 C=120 0.046440 68'-6 16'-C 84'-f Pt 3.924 Pe Pv 56 V-110 24.090 T(8'-0) 57 31'-10 28.014 T(8'-O) RN 2.0670 0=35.39 3.38 C=120 0.013754 0'-i( Pt 0.149 57 38 31'-lO 31-0 28.014 28.524 PO(I0'-O) 10,-C 10-iC Pe 0.361 Pv ....• Route 25• '• RN 2.0670 Q30.99 2.96 C=120 0.010760 0'-l( Pt 0.117 52 58 31'-0 31'-I0 24.548 24.303 PO(10'-O) 10'-C 10'-l( Pe -0.361 Pv BL 1.6100 0=30.99 4.88 C=120 0.036330 80'-q 48'-C 128'-( Pt 4.668 Pe Pv 58 31'-10 24.303 T(8'-0) 59 31'-10 28.971 8E(4'-O), T(8'-O) RN 2.0670 Q=30.99 2.96 C=120 0.010760 0'-IC Pt 0.117 59 39 31-10 31'-0 28.971 29.449 PO(io'-O) 10'-C 10'-l( Pe 0.361 Pv fj. 0 M.E.P.CAD, Inc. AutoSPRlNK® VR5 v5.1.32 03/10/2008 11:44:59AM Page 7 IS 11' 11 11 " Job Number: 1646 - 11111 Report Description: Ordinary Group H Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ..... Route26..... BL 1.6100 Q=19.82 3.12 C=120 0.015888 10'-0 Pt 0.159 Pe 232 31-10 20.196 233 31-10 20.354 10-0Pv Route 27 BL 1.6100 Q=19.79 3.12 C=120 0.015848 10- Pf 0.158 244 31'-10 20.030 Pe 245 31-10 20.189 10-0jPv ••••• Route 28•'''• BL 1.6100 Q=19.79 3.12 C=120 0.015836 10'-c Pf 0.158 254 31'-10 19.985 Pe 255 31'-10 20.143 10-Pv I Actual Inside Diameter 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 1d L$PiILJI_it p 'J AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 111/4* Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap MEPCAD Inc AutoSPRINK® VR5 v5.1.32 03/10/2008 11:44:59AM Paae 8 Job Number: 1646 Report Description: Ordinary Group I Supply at Node 16 100-: 90- - Static Pressure 88.000 80—Static Pressure 79.200 (C%) 70 EE 9 48 76 IM 63.699 17397 with r62 949.00 @56.520 (9O% U) - a. - 50 a. - System demand curve 30- 20-/- 10H E 00 200 300 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 16 Static Pressure 88.000 Residual Pressure Test Conducted By Teat Witnessed By 949.00 © 62.800 LONNIE CATANIA (BEC) CITY OF CARLSBAD Available Pressuretime at Test Date at Teat Time of Test 72.105 @ 739.76 1/24/2008 10AM System Demand 489.76 © 63.699 System Demand (Including Hose Allowance) 739.76 © 63.699 0 M.E.P.CAD, Inc. Ifi AutoSPRINK® VR5 v5.1.32 03/10/2008 11:45:00AM Page 9 Job Number: 1646 Report Description: Ordinary Group U Job Number 1646 Design Engineer Job Name ENCINAS WATER DRYER BLDG Phone FAX Address 1 State CertificatianlLicense Number Address 2 MU City CARLBAD State CA Zip Code Jab Site LOADING STATION ten r irm Density 0.200g pm/ft2 Mea ofAppticattan 1493.08ft2 (Actual 1493.08ft2) Most Demanding Sprinkler Data 5.6 K-Factor 25.63 at 20.939 Hone Streams 250.00 Coverage Per Sprinidan 120.00ft2 Number Of Spdnkiefs Calculated 12 System Pressure Demand 69.680 System Flaw Demand 306.85 Total Demand 556.85 @ 69.680 Pressure Result +8.921 (11.4%) lies w-,---i •— Node Flow(Qt)m) Hose Flow(gpm) 16 949.00 250.00 Static(psi) Residual(psi) 88.000 62.800 Identifier Pressure(psi) K-Factor(K) Flow(pm) BOR 0.000 0 0.00 BOR 0.000 0 0.00 6iS I. .•. C eeaaa,,n 90- tatic 80- 70- CL CL 40 30- 0- F Pressure 88.000 100- - _ .556.85 306 85 @69680 9~@62800 with hose streams.. _ System demand curve 20- 10- 11P%o UIIL •lLIIIII •J.ULLU LLU.UIJ jjjjjjj.j JJJJJJj - It lilt I 111111 400 500 600 800 900 1000 Water flow, gpm ,© M.E.P.CAD, Inc. M AutoSPRINK®VR5 v5.1.32 03/10/2008 11:43:05AM Page 1 Job Number: 1646 Report Description: Ordinary Group fl Job Number 1646 Design Engineer Job Name ENCINAS WATER DRYER BLDG State Ce,titicationlUcense Number Address I AIIJ Address 2 Job Site LOADING STATION City CARLBAD State Zip Code CA Drawing Name 1646 SPK Rev3.cad Most Demanding Sprinkter Data 5.6 K—Factor 25.63 at 20.939 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.200g pm/ft2 Area of Application 1493.08ft2 (Actual 1493.08ft2) Additional Hose Supplies Node Flow(ciøm) Number Of Sprinklers Calculated 12 Coverage Per Sprinkler 120.00ft2 AtitaPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 250.00 System Ftow Demand 306.85 Total Water Required (including Hose Allowance) 556.85 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.70 between nodes 5 and 84 Maximum Velocity Under Ground 1.73 between nodes 69 and 82 Volume capacity of Wet Pipes 2324.o2gal Volume capacity of Dry Pipes PPP iIiwrrIrirr- Node Hose Flow Static (gpm) (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 16 250.00 88.000 62.800 I 949.00 78.601 I 556.85 69.680 8.921 Contractor Number 1646 Contact Name Contact lute Contractor Name Bradshaw Phone _Engineering _Corp. Extension Address I 8645 Argent Street FAX Address 2 E-mail City Santee State CA Zip Code 92071 Web-Site , 0 M.E.P.CAD, Inc. NJ AutoSPRlNK® VR5 v5.1.32 03/10/2008 11:43:07AM Page 2 Job Number: 1646 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Coverage (Foot) Sprinkler 401 24.65 24.60 5.6 19.370 123.00ft2 Sprinkler 402 25.65 25.63 5.6 20.972 128.13ft2 Sprinkler 403 26.28 25.63 5.6 22.026 128.13ft2 Sprinkler 404 26.26 25.63 5.6 21.990 128.13ft2 c Sprinkler 405 25.63 . 25.63 5.6 20.939 128.13ft2 Sprinkler 406 24.63 24.60 5.6 19.339 123.00ft2 Sprinkler 407 24.76 24.60 5.6 19.542 123.00ft2 Sprinkler 408 25.76 25.63 5.6 21.158 128.13ft2 Sprinkler 409 26.40 25.63 5.6 22.219 128.13ft2 Sprinkler 410 26.38 25.63 5.6 22.184 128.13ft2 Sprinkler 411 25.74 25.63 5.6 21.124 128.13ft2 Sprinkler 412 24.74 24.60 5.6 19.511 1 123.00ft2 ' Most Demanding Sprinkler Data f, © M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.1.32 03/10/2008 11:43:08AM Page 3 1.i Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 Q=25.63 9.51 C=120 0.205828 1'-: Pf 1.265 405 1 33'-0 31-10 q=25.63 K=5.6 20.939 22.701 Spr(-20.939) T(5'-O) 5'-' 6'-: Pe 0.497 Pv BL 1.6100 Q=50.25 7.92 C120 0.088826 12' Pt 1.110 1 78 31-10 31'-10 22.701 23.811 12'- Pe Pv BL 2.0670 Q=76.51 7.32 C=120 0.057260 6'- Pf 0.950 78 3 31-10 31-10 23.811 24.761 T(1 0'-O) 10'- 16'- Pe Pv RN 2.0670 Q=153.09 14.64 C=120 0.206575 0'-1 10'- 10'-1 N 2.238 Pe 0.361 Pv 3 31'-10 24.761 4 31'-0 27.360 PO(10'-O) CM 3.2600 Q=153.09 5.88 C=120 0.022460 10'-: Pt 0.230 4 5 31'-0 31'-O 27.360 27.590 jo'-: Pe Pv CM 3.2600 Q=306.85 11.79 C=120 0.081300 53'-l' Pf 8.749 5 158 31-0 31-0 27.590 36.339 8fE(6'-8Y2) 53'-: 107'-7 Pc Pv RN 2.0670 Q=43.50 4.16 C=120 0.020144 0-1' Pf 0.218 158 159 31'-0 31-10 36.339 36.196 PO(10'-O) 10'-' 10'-i' Pc -0.361 Pv BL 1.6100 Q=43.50 6.86 C=120 0.068016 68'-' N 5.747 159 150 31'-10 31'-10 36.196 41.943 T(8'-O) T(8'-O) 16'-' 84' Pc Pv RN 2.0670 Q=43.50 4.16 C=120 0.020144 0-1' Pt 0.218 150 149 31-10 31'-0 41.943 42.522 PO(10'-O) 10'-' 10,-ic Pc 0.361 PV CM 4.2600 Q=306.85 6.91 C=120 0.022092 40'-2 Pt 1.283 149 137 31'-0 9'-2Y2 42.522 53.252 2fE(8'-11Y2) 17'-11 58'-1 Pc 9.447 PV FR 4.0260 Q=306.85 7.73 C=120 0.029089 4'-5Y Pf 1.119 137 129 9'-2Y2 4-2% 53.252 56.536 f, CV(22'-O), BV(12'-O) 34-C 38'-5Y Pe 2.165 Pv FR 4.2600 Q=306.85 6.91 C=120 0.022092 3-C 8'-11X 11'-111/. Pt 0.264 Pc 1.303 Pv 129 4'-2Y2 56.536 133 i'-2Y2 58.104 fE(8'-l11/2) CM 4.2600 Q=306.85 6.91 C=120 0.022092 4'- Pt 0.301 133 82 1-2% 061/2 58.104 58.696 fE(8'-l1%) 8-IlY 13'-7Y Pe 0.292 Pv UG 8.5100 Q=306.85 1.73 C=140 0.000571 607'- Pt 0.433 82 69 0'-6% 2-2% 58.696 58.396 5LtE(23'-71/2), E(32'-8Y2) 150'-IOY 758'- Pc -0.734 Pv MS 7.9810 Q=306.85 1.97 C=120 0.001039 10'-7Y Pt 8.637 69 67 2'-2'/2 2-2% 58.396 67.037 BFP(-8.612), LtE(13'-O) 13'- 23'-71 Pe 0.004 Pv UG 8.5100 0306.85 1.73 C=140 0.000571 31'- Pt 0.036 67 16 2-2% -3-9% 67.037 69.680 E(32'-B%), S 32'-8Y 63'-9 Pc 2.607 Pv .. .. Route 2..... SP 1.0490 0=25.65 9.52 C=120 0.206134 V-1 5'-( 6'- Pt 1.267 Pc 0.497 Pv 402 33'-0 q=25.65 K=5.6 20.972 Spr(-20.972) 17 31-10 22.736 T(5'-O) BL 1.6100 Q=50.29 7.93 C=120 0.088959 12-C Pt 1.112 17 77 31-10 31'-10 22.736 23.848 12'4 Pc Pv BL 2.0670 Q=76.57 7.32 C=120 0.057345 5'-11 Pt 0.913 77 3 31'-10 31'-10 23.848 24.761 T(1 0'-O) 10-C 15'-11 Pe Pv SP 1.0490 Q=24.63 9.14 C=120 0.191240 13 0 4Pt 2.865 406 1 33-0 31-10 q=24.63 K5.6 19.339 22.701 Spr(-19.339) E(2'-O) 2'-O 15'- Pe 0.497 Pv Route 4••.'' SP 1.0490 Q=24.65 9.15 C120 0.191526 121114Pt 2.869 401 17 33'-0 31-10 q=24.65 K=5.6 19.370 22.736 Spr(-19.370) E(2'-0) 2'-c 14'-111 Pe 0.497 Pv ..... Route 5 ..... SP 1.0490 Q=25.74 9.55 C=120 0.207508 i'-2[Pf 1.275 411 86 33'-0 31'-10 q25.74 K=5.6 21.124 22.896 Spr(-21.124) T(5'-O) Pe 0.497 Pv f'M © M.E.P.CAD. Inc. AutoSPRlNK® VR5 v5.1.32 03/10/2008 11:43:09AM Paae 4 NI Job Number: 1646 Report Description: Ordinary Group fl Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fillings Upstream BL 1.6100 Q=50.47 7.95 C=120 0.089553 12'-6 Pf 1.119 86 85 31'-10 31'-10 22.896 24.015 12'-6 Pe Pv BL 2.0670 Q=76.85 7.35 C=120 0.057727 6'- Pt 0.958 85 84 31'-10 31'-10 24.015 24.973 T(1 0'-O) 10'-( 16'- Pe Pv RN 2.0670 Q=153.76 14.70 C=120 0.208261 0.-ic Pt 2.256 84 5 31'-10 31-0 24.973 27.590 PO(10'-O) io'-c io'-ic Pe Pv 0.361 "'••Route6 ..... SP 1.0490 0=24.74 9.18 C=120 0.192809 13 2'- 15'-ojPv Pf Pe 2.888 0.497 412 33'-O q=24.74 K=5.6 19.511 Spr(-19.511) 86 31'-10 22.896 E(2'-O) Go •• ..• Route 7••'•• SR 1.0490 0=25.76 9.56 C=120 0.207816 1'-j Pt 1.277 408 81 33'-0 31'-10 q=25.76 K5.6 21.158 22.931 Spr(-21.158) T(5'-0) 5'-( 6'-j Pe Pv 0.497 BL 1.6100 Q=50.51 7.96 C=120 0.089686 12'-( Pt 1.121 81 83 31'-10 31'-10 22.931 24.053 12'-b Pe Pv BL 2.0670 0=76.91 7.35 C=120 0.057813 5'-11 Pt 0.920 83 84 31'-10 31'-10 24.053 24.973 T(10'-O) io'-c 15'-11 Pe Pv Route 8••'•' SP 1.0490 0=24.76 9.19 C=120 0.193097 12-11 Pf 2.892 407 81 33'-0 31'-10 q=24.76 K=5.6 19.542 22.931 Spr(-19.542) E(2'-O) 2'- Pe 14'-11Y4Pv 0.497 Route 9••••' _ SP 1.0490 0=26.26 9.75 C=120 0.215373 i'-4t 1.324 404 78 33'-0 31'-10 q=26.26 K=5.6 21.990 23.811 Spr(-21.990) T(5'-O) 6'-2IPv 5'-OIPe 0.497 ' • • ' • Route 10'•'•• SP 1.0490 Q=26.28 9.76 C=120 0.215692 1'-2Pt 1.326 403 77 33'-O 31'-lO q=26.28 K=5.6 22.026 23.848 Spr(-22.026) T(5'-O) 5'- 6'-2jPv Pe 0.497 Gooe-Route 11 SP 1.0490 Q=26.38 9.79 C=120 0.217125 1'-21Pf Pf 1.334 410 85 33'-0 31'-lO q=26.38 K=5.6 22.184 24.015 Spr(-22.184) T(5'-O) 5'-t -1 Pe 0.497 ••'•• Route 12 ..... SP 1.0490 0=26.40 9.80 C=120 0.217446 1'-2iPf 1.336 409 83 33'-0 31'-10 q=26.40 K=5.6 22.219 24.053 Spr(-22.219) T(5'-O) 5-Q 6'-2jPv Pe 0.497 eo '.... Route 13'''•• CM 3.2600 Q=156.30 6.01 C=120 0.023340 10'-( Pf 0.233 52 53 31-0 31-0 37.720 37.953 10'-( Pe Pv 0.000 CM 3.2600 Q=123.15 4.73 C=120 0.015018 10'-I Pf 0.150 53 295 31'-0 31'-0 37.953 38.103 1 0--R Pe Pv 0.000 CM 3.2600 0=91.47 3.52 C=120 0.008663 10'- Pt 0.087 295 304 31'-0 31'-0 38.103 38.190 10'-I Pe -0.000 Pv RN 2.0670 0=30.81 2.95 C=120 0.010640 0-1I Pf 0.115 304 305 31'-0 31'-10 38.190 37.944 PO(10'-O) 10'-I 10'-Il Pe -0.361 Pv BL 1.6100 0=30.81 4.85 C=120 0.035925 68'-C Pf 3.036 305 302 31'-10 31'-10 37.944 40.980 T(8'-O) T(8'-0) 16'-I 84'-I Pe Pv RN 2.0670 0=30.81 2.95 C=120 0.010640 0'-1I Pf 0.115 302 36 31'-10 31'-0 40.980 41.456 PO(10'-O) 10'-I 10-Il Pe Pv 0.361 CM 3.2600 Q=91.47 3.52 C=120 0.008663 10,-I 10'-I Pf Pe Pv 0.087 36 31'-0 41.456 37 31'-0 41.543 CM 3.2600 0=123.15 4.73 C=120 0.015018 10'-1 Pt 0.150 37 38 31'-0 31'-0 41.543 41.693 10-I Pe Pv CM 3.2600 0=156.30 6.01 C=120 0.023340 10'-1 Pf 0.233 38 39 31'-0 31'-0 41.693 41.926 1 0,-q Pe Pv (I, fA RA C 0 ('A In,. AfIfnQPRIKIkdh I T2 03/10/2008 11:43:09AM Paae 5 JEW -...........-. a. 1111. IU1'a.I!R:'LL__J Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 0=184.83 7.10 C=120 0.031829 9'-6 N 0.303 39 174 31'-0 31'-0 41.926 42.229 9'-6 Pe -0.000 Pv CM 4.2600 Q=184.83 4.16 C=120 0.008649 0'-C 04 N 0.004 Pc 0.000 Pv 174 31'-0 42.229 40 31'-0 42.234 CM 4.2600 0=222.90 5.02 C=120 0.012231 10,-C Pt 0.122 40 163 31'-0 31'-0 42.234 42.356 10-C Pc Pv CM 4.2600 Q=263.35 5.93 C=120 0.016650 10'-( Pt 0.166 163 149 31'-0 31'-O 42.356 42.522 10'-( Pc 0.000 Pv •••" Route 14•'••• CM 3.2600 0=60.67 2.33 C=120 0.004053 10'-( Pf 0.041 304 312 31'-0 31'-0 38.190 38.231 10'-( Pc Pv RN 2.0670 Q=30.39 2.91 C=120 0.010376 0'-1( Pt 0.112 312 42 31'-0 31'-10 38.231 37.982 PO(10'-O) 10'-C 10'-1( Pc -0.361 Pv BL 1.6100 0=30.39 4.79 C=120 0.035034 68'- Pt 2.960 42 43 31'-10 31'-10 37.982 40.942 T(8'-O) T(8-0) 16'-C 84'-C Pc Pv RN 2.0670 Q=30.39 2.91 C=120 0.010376 0'-11 Pt 0.112 43 44 31'-10 31'-0 40.942 41.416 PO(10'-O) 10'-C 10'-1( Pc 0.361 Pv CM 3.2600 Q=60.67 2.33 C=120 0.004053 10-C Pt 0.041 44 36 31'-0 31'-0 41.416 41.456 10'-( Pc Pv . .... Route 15••••• RN 2.0670 0=40.44 3.87 C=120 0.017604 0'-lC Pt 0.191 177 172 31'-0 31'-10 36.952 36.781 PO(10'-O) 10'- 10'-li Pc -0.361 Pv BL 1.6100 0=40.44 6.37 C=120 0.059441 68'-q Pt 5.023 172 164 31'-10 31'-10 36.781 41.804 T(8'-O) T(8-0) 16'-C 84-f Pc Pv RN 2.0670 0=40.44 3.87 C=120 0.017604 o-ialPt 0.191 164 163 31'-lo 31'-0 41.804 42.356 PO(10'-O) lo'-qPe 10'-IOjPv 0.361 . .e.. Route 16••••• CM 3.2600 Q=222.90 8.57 C=120 0.045009 10-oipt 0.450 177 49 31'-0 31'-0 36.952 37.402 10 Pc PV RN 2.0670 0=38.07 3.64 C=120 0.015741 0-11 10'-I 10-11 Pf 0.170 Pc -0.357 Pv 49 31'-0 37.402 P0(10-0) 50 31'-10 37.215 BL 1.6100 0=38.07 6.00 C=120 0.053150 68'-b 16'-1 84'-1 Pt 4.491 Pc -0.004 Pv 50 31'-10 37.215 T(8'-0) 51 31'-10 41.702 T(8'-O) RN 2.0670 0=38.07 3.64 C=120 0.015741 0'-li Pt 0.171 51 40 31'-10 31'-0 41.702 42.234 PO(10'-O) 10'-i 10-li Pc 0.361 Pv •••'• Route 17••••• CM 3.2600 Q=184.83 7.10 C=120 0.031829 10,-U Pt 0.318 49 52 31'-0 31'-0 37.402 37.720 10,-i Pc -0.000 Pv RN 2.0670 Q=28.54 2.73 C=120 0.009234 0,-1i Pf 0.100 52 58 31'-0 31'-10 37.720 37.459 P0(10-0) 10'-i 10,-10 Pc -0.361 py BL 1.6100 0=28.54 4.50 C120 0.031179 80'-f Pf 4.007 58 59 31'-10 31'-10 37.459 41.465 T(8'-O) 8E(4'-O), T(8'-O) 48-i 128-i Pc Pv RN 2.0670 0=28.54 2.73 C=120 0.009234 0'-li Pt 0.100 59 39 31'-10 31'-0 41.465 41.926 PO(10'-O) 10,-i 10'-li Pc 0.361 Pv ea ..... Route 18•''•• - CM 3.2600 0=263.35 10.12 C=120 0.061 272 10'- Pt 0.613 158 177 31'-0 31'-0 36.339 36.952 101- Pc Pv ....' Route 19''''' RN 2.0670 0=30.28 2.89 C=120 0.010303 0'-1Pf 0.112 47 48 31'-10 31'-0 40.932 41.404 PO(10'-O) 10'- 10 Pc 0.361 Pv ,© M.E.P.CAD, Inc. 1JAutoSPRlNK®VR5 v5.1.32 03/10/2008 11:43:09AM Page 6 I 1 Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary CM 3.2600 Q=30.28 1.16 C=120 0.001120 101-' Pt 0.011 48 44 31'-0 31'-0 41.404 41.416 101-0 Pe Pv ab ..... Route 20..... CM 3.2600 Q=30.28 1.16 C=120 0.001120 101-' Pf 0.011 312 45 31'-0 31'-0 38.231 38.242 10'- Pe Pv RN 2.0670 Q=30.28 2.89 C=120 0.010303 0-1' Pt 0.112 45 46 31'-0 31'-10 38.242 37.992 P0(10-0) 10'-' 10,-1 Pe -0.361 Pv BL 1.6100 Q=30.28 4.77 C=120 0.034787 68-' 16'-' 84-' Pt 2.940 Pe Pv 46 31'-10 37.992 T(8'-O) 47 31'-10 40.932 T(8'-O) .99••Route21'•''' RN 2.0670 Q=31.68 3.03 C=120 0.011204 0'-lO Pf 0.121 295 54 31'-O 31'-10 38.103 37.863 PO(10'-O) 10-' 10'-i' Pe -0.361 Pv BL 1.6100 Q=31.68 4.99 C=120 0.037831 68'-q Pt 3.197 54 55 31'-10 31'-10 37.863 41.060 T(8'-O) T(8'-O) 161-' 84!-61 Pe Pv RN 2.0670 0=31.68 3.03 C=120 0.011204 0,-i, Pt 0.121 55 37 31'-10 31'-0 41.060 41.543 PO(10'-O) 10,-' 10'-i' Pe 0.361 Pv ' ••'• Route 22''''. RN 2.0670 Q=33.15 3.17 C=120 0.012183 0,-i, Pt 0.132 53 56 31'-0 31'-10 37.953 37.724 PO(10'-O) 10'-' 10'-i' Pe -0.361 Pv BL 1.6100 0=33.15 5.22 C=120 0.041134 68'-' Pf 3.476 56 57 3V-110 31'-10 37.724 41.200 T(8'-O) T(8'-0) 16'-' 84'-' Pe Pv RN 2.0670 Q=33.15 3.17 C=120 0.012183 0'-lOj Pt 0.132 57 38 31'-10 31'-O 41.200 41.693 PO(10'-O) 10'- 10'-1Pv Pe 0.361 I Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter kjoM 487 ) = Factor _________ Value Of C 100 130 140 MultiplyingFactor0.7131.161.331.51 150 . 0 M.E.P.CAD, Inc. 1J AutoSPRINK® VR5 v5.1.32 03110/2008 11:43:09AM Page 7 Job Number: 1646 Report Description: Ordinary Group U Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length -Over Diameter Inch ALV Alarm Valve BL ch Line Elevation Foot AngV Angle Valve CMs Main Flow gpm b Bushing DNn Discharge gpm BalV Ball Valve DR Velocity BFP Backflow Preventer DYamic Pressure psi BV Butterfly Valve FM Main Length Foot C Cross Flow Turn 90° AOj hne FR Riser Friction Loss psi/Foot cplg Coupling MSellaneous HWC Hazen-Williams Constant Cr Cross Run ORigger Pt Total pressure at a point in a pipe CV Check Valve RNr Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP g Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST d Pipe Pe Pressure due to elevation difference between indicated points E 9 Elbow UGerground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11 Y4° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet Pry Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Ca © M.E.P.CAD, Inc. ll AutoSPRINK® VR5 v5.1.32 03/10/2008 11:43:09AM Page 8 Job Number: 1646 Report Description: Ordinary Group H Supply at Node 16 90- Static Pressure 88.000 80- Static Pressure 79.200(0%) 70-- - - 306 85) 69680.._ _j556.815withhosestrean 94a00@62.800 / 949.00@.520(90%4--- 50- 101- 40--- ) System demand curve 30- 20- f I 10- Ui.i.Ii.1.l.l.I.tIIIIII111111111111 IllIltIll 111111111 III 11111 II II III I II II I I I 0- ,00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 16 Static Pressure 88.000 Residual Pressure Test Conducted By Test —eased 13Y 949.00 @ 62.800 LONNIE CATANIA (BEG) CITY OF CARLSBAD Available PressureTima at Test Date at Test Time of Test 78.601 @ 556.85 1/24/2008 10AM System Demand 306.85 @ 69.680 System Demand (Including Hose Allowance) 556.85 @ 69.680 , 0 M.E.P.CAD, Inc. 1AutoSPRINK®VR5 v5.1.32 03/10/2008 11:43:10AM Page 9 WITNESS BRADSHAW ENGINEERING CORPORATION FIRE PROTECTION ENGINEERS & CONTRACTORS 8645 ARGENT STREET • SUITE B • SANTEE, CA 92071-4179 (619) 448-4300 • FAX: (619) 448-0535 Water Flow Test Information 1bt'€* ka 1C~_>eLIt Ct oh(i-c4 SITE: FA.' c v& (A) + tc) (OR) ADDRESS: 9100 R,eu,ck E,ucu€5 ftlo t9 STATIC: PSI RESIDUAL: PSI FLOW:V5. GPM LOCATION: GAUGE HYD#: FLOW HYD #: DATE: MONTH:LJAIc, DAY: '1 YEAR:_______ TIME: 10__P -AM _PM NOTES: CALIFORNIA CONTRACTORS LICENSE NO. C16 -383330 Flow Test Record Test Hydrant Location Enx ,- L.*Jb.S+e- ,.- )&;ItJc.s JC..R Hydrant ID No. flJc. —Size Main (Wkv,wt) Static.............. Residual......... Pressure Drop.. (PDI 1).....K factor for PDI 1 Flow Hydrant(s) Hydrant I location coS 4 O IUc'u Hydrant 2 location Hydrant 3 location Hydrant 1 Pitot 29 PSI GPM:9 51,P Size of Orifice_________ Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ Total:________ (QI) Calculated test and flow data - Static:.................... Desired Residual.......20 Pressure Drop (PD 2).. OxPD2k =Q2 PDI*k K factor PD2: x divided by equals GPM at 20 psi residual Q PD2k PD 1k ..Q2 Comments:________ Test conducted for: -vFifrJL)kte4ry~. Conducted by.steP C Date: /-2 q-' Time:Ii:? RJk- Initial _____ Estimated Discharge Flow: Start Time )OO End Time kOÔ I Pre-Dechiorination Residual: Post-Dechlorination Residual: ft (less than 0.1 mglL) pH within limits of 6.0 and 9.0 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Location: hCE Reason for Discharge Event: Type of Event: Dewatering Water Mains Mote: includes flow testing and flushing Dewatering Reservoirs Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, I.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharge water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. {V Water Sampling Performed by: Lkkuk& jo...V\&. Comments: Submitted by Reviewd by: &