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HomeMy WebLinkAbout3450 GARFIELD ST; ; FPR2018-0206; PermitPermit Type: FIRE-Construction Residential Work Class: Parcel #: 2041500603 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Multifamily Fire Sprinkler Applied: 11/08/2018 Issued: 01/08/2019 Finaled Close Out: 09/25/2019 Inspector: Final Inspection: PERMIT REPORT city of Uirlsbad Print Date: 02/10/2022 Permit No: FPR2018-0206 Job Address: 3450 GARFIELD ST, CARLSBAD, CA 92008-3238 Status: Closed - Finaled Project Title: Description: PACIFIC VIEW VILLAS (GARFIELD CONDOS) -NEW 13R SYSTEM FOR A 3 UNIT CONDO BLDG Applicant: FPContractor: SYMONS FIRE PROTECTION SYMONS FIRE PROTECTION INC ANGELA ZUMAYA 9475 CHESAPEAKE DR 12155 PAINE PL SAN DIEGO, CA 92123-1336-SAN DIEGO POWAY, CA 92064-7154 (619) 588-6364 (619) 588-6364 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $858.00 Total Fees: $858.00 Total Payments To Date: $858.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov 2,- 020(., 4. F-2o1 O2o ,OAF dà' 'FJJA JA IESNJI".'E • U E FU U • L.U.Le GARFIELD CONDOS 3450 GARFIELD STREET CARLSBAD, CA 92008 FIRE SPRINKLERS HYDRAULIC CALCULATIONS ** Materials of equal design, utility, and performance may be substituted for submitted materials so as to avoid delays in the construction schedule and shall be deemed accepted by the Purchaser. No. 87b (D CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3450 Garfield St CITY: Carlsbad PHONE: NUMBER: Largest Building (ft.2): Sprinkled? Yes - ESFR Construction Type:_________________ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Intersection of Garfield St & Acacia Ave. TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 78 PSI Hydrant Number (if applicable):H60952 Elevation of test: 61 Feet Main Size: 6 INCH Pressure Zone: 241 Feet bate/Time of Test: Pitot Tube Reading: PSf corresponding Flow: GPM Total Flow: 4.450 GPM Residual Pressure 28 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in excess of 4,900 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 4,450 gprn. There was no specific requestforflre flow from the Client or Fire Department. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ 1' Title/Org: PLo_ctManager Date: 07/05/2018 3450 Garfield Street —Fire Flow Analysis Prepared by: Jennifer R. Mae!, P.E. - MCS ES-A-0500-10500N-600Z Job Name - Contractor Job Location Approval Engineer - Contractor's P.O. No. Approval - Representative Colt1M Series C500 (Colt 500), C500N (Colt 500N), C500Z (Colt 500Z) Reduced Pressure Detector Assemblies Sizes: 21/211_10U (65 - 250mm) iOON OSY 500N GY) Features Extremely Compact Design 70% Lighter than Traditional Designs 304 (Schedule 40) Stainless Steel Housing & Sleeve Groove Fittings Allow Integral Pipeline Adjustment Patented Link Check Provides Lowest Pressure Loss Unmatched Ease of Serviceability Replaceable Check Disc Rubber Available with Grooved Butterfly Valve Shutoffs Bottom Mounted Cast Stainless Steel Relief Valve Metered Bypass to Detect Leakage or Theft of Water from the Fire Sprinkler System It is illegal to use this product in any plumbing system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- uct, consult your local water authority, building and plumbing codes. The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies are designed to protect drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for health-hazard non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C500, C500N, C500Z are used to monitor unauthorized use of water from the fire protection system. Specifications The Colt C500, C500N, C500Z Reduced Pressure Detector Assemblies shall consist of two independent Link Check modules, a differential pressure relief valve located between and below the two modules, two drip tight shutoff valves, and required test cocks. Link Check modules and relief valve shall be contained within a sleeve accessible single housing constructed from 304 (Schedule 40) stainless steel pipe with groove end connections. Link Checks shall have reversible elastomer discs and in operation produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly consists of a meter registering either gallon or cubic measurements, a reduced pressure zone assembly and required test cocks. Assembly shall be Colt C500, C500N, C500Z as manufactured by the Ames Company. I NOTICE The information contained herein is not intended to replace the full product instal- lation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and prod- uct safety information before beginning the installation of this product. Ames Are & Waterworks product specilications in U.S. customary units and metric are appronimate and are provided for reference only. For precise measure- ments, please contact Ames Are & Waterworks Technical SeMce. Ames Fire & Waterworks 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 Ames Are & Waterworks products previously or subsequently sold. AM ES. FIRE &WATERWORKS A WAITS Brand Configurations Horizontal '2" pattern horizontal "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Link Checks: Noryl®, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Available Models Suffix: OSY - UL/FM outside stem and yoke resilient seated gate valves BEG - ULJFM grooved gear operated butterfly valves w/tamper switch *5\ FxG - Flanged inlet gate connection and grooved outlet gate connection *( GxF - Grooved inlet gate connection and flanged outlet gate connection 5y GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°F - 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) Dimensions - Weights C500, C500N, C500Z SIZE (DN) DIMENSIONS WEIGHT in. mm A in. mm C (OS) in. mm D in. mm G in. mm in. H mm I in. mm J in. mm in. M mm P in. mm C500 lbs. kgs. C500N lbs. kgs. 21/2 65 303/4 781 163/a 416 61/2 165 291A6 738 21½ 546 151/2 393 8'3/16 223 211/4 540 133A6 335 142 64 150 68 3 80 313/4 806 187/a 479 611/16 170 301/4 768 221/4 565 171/8 435 9V16 233 23 584 141/2 368 162 73 175 79 4 100 333/4 857 223/4 578 7 178 33 838 231/2 597 181/2 470 91Yi6 252 261/4 667 153A6 386 178 81 201 91 6 150 431/2 1105 1 30Y8 765 81/2 216 1 443/4 1137 331/4 845 23Yi6 589 1 13 16 332 321/4 819 1 19 483 312 1421 353 160 8 200 493/4 1264 373/4 959 1 91Yi6 246 54½ 1375 401/8 1019 277/n 697 15A6 399 1 367/8 937 6 538 1 497 225 1 572 259 10 250 573/4 1467 453/4 1162 1 11V16 285 1 66 1676 49½ 1257 321/2 826 175A& 440 1 441/2 1124 1 24 6101 797 362 1 964 437 C500BFG, SIZE (DN)DIMENSIONS WEIGHT in. mm G in. mm H in. mm I in. mm J in. mm M in. mm P in. mm C500BFG lbs. kgs. 21/2 65 321/2 826 23 584 151/2 394 91/2 241 193/4 502 151Yi& 402 81 37 3 80 34 864 24 610 16V16 414 10'/is 256 211/4 540 161/s 410 84 38 4 100 351/a 905 251/2 648 17V16 437 101V16 279 231/2 597 16/8 422 101 46 6 150 1 461/2 1181 1 351/4 895 201/2 521 1 131/2 343 271/4 692 19 483 174 79 Noryl® is a registered trademark of SABIC Innovative PlasticsTM. 4" (100mm) i1 ___ -- __I11 I now z N H Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty performance determined by AWWA. UL Flow Rate is 150% of Rated Flow and is not recommended for continuous duty. AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than lofps. Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) (Excluding 10' 'N and 'Z' configurations) AWWA C551-92 3 c'UL'us S> ccous \.e/ Approved 1047 B64.4 BFG & OSY Only) For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity UL/FM Certified Flow Characteristics N&2 Flow characteristics collected using butterfly shutoff valves. Horizontal N - Pattern -----Z - Pattern 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps 6" (150mm) PSI 18 Service How Rated How U1. Rated Row _______ ________ ______ _______ 16 z N 14 12 10 6 _ 0 300 600 900 1200 1500 gpm o 1140 2280 3420 4560 5700 1pm 7.5 12 fps 8" (200mm) psi ________ _______ Service Flow Rated Flow IlL Rated Flow 18 - z 00 ________ _______ N 16 - - 14 -- = 12 . 8 6 -- 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps psi 18 16 14 00 12 10 6 psi 16 14 12 cc Z 10 6 psi 26 22 18 11 Z 14 10 6 2½" (65mm) Service Flow Rated Flow *UL Rated Flew I Iz ..I.IN 0 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 3" (80mm) Service Flow Rated Flew Ill Rated Row N z H 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps 10" (250mm) Service Flow Rated Raw *UL Rated Flow A z -11 iTISJItlf Inquire with governing authorities for local installation requirements AM ES FIRE & WATERWORKS A VJAITS Brand USA Backilow T: (978) 689-6066 • F: (978) 975-8350 • AmesFireWater.com USA Control Valves T: (713) 943-0688 • F: (713) 944-9445 • AmesFireWater.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • AmesFireWater.ca Latin America: T: (52) 81-1001-8600 • AmesFireWater.com ES-A-0500-0500N-0500Z 1730 0 2014 Ames Fire & Waterworks SYMONS FIRE PROTECTION 12155 PAINE PLACE POWAY, HYDRAULIC CALCULATIONS FOR GARFIELD CONDOS 3450 GARFIELD STREET CARLSBAD, CA 92008 DRAWING NUMBER: FP2 DATE: DEC 6, 2018 -DESIGN DATA- REMOTE AREA NUMBER: G.1 REMOTE AREA LOCATION: GARAGE LEVEL OCCUPANCY CLASSIFICATION: ORD HAZ 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. TYPE OF SPRINKLERS CALCULATED: TY-FRB NUMBER OF SPRINKLERS CALCULATED: 15 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 610.5 gpm FLOW AND PRESSURE (AT BASE OF RISER): 360.5 gpm 8 42.1psi TYPE OF SYSTEM: WET *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: CARLSBAD FIRE DEPT. Test Date: 7-5-18 Test By: 3PM Location: INTERSEC OF GARFIELD ST & ACACIA AVE Static: 70 psi Residual: 25 psi Flow: 4450.0 gpm Source Elevation Relative to Finished Flow Level: 3 ft. INSTALLING CONTRACTOR Name: Symons Fire Protection Inc. Address: 12155 Paine Place, Poway, CA 92064 Phone: 619-588-6364 Certification number: C16/682025 NAME OF DESIGNER: T.Thomppson AUTHORITY HAVING JURISDICTION: CARLSBAD FD NOTES: Calculations performed by BASS under license # 38071930 granted by HAS SYSTEMS, INC. (Notes continue after pipe calculations results.) 80.0 70.0 G A 60.0 U G E 50.0 P 40.0 R 30.0 E 20.0 S 3. 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 70.20 psi Resid: 25.20 psi Flow: 4450.0 gpm )0 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SOURCE 70.2 25.2 4450.0 AVAIL. TOTAL REQ' D PRESS. 8 DEMAND PRESS. (PSI) (GPM) (PSI) 69.1 610.5 61.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 610.5 GEM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GEM OTHER HOSE STREAM ALLOWANCES 0.0 GEM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 360.5 GEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GEM) 00 7.3 12.3 01 7.3 - - - - 13.6 10 7.3 - - - - 13.4 - -- 11 7.3 - - - - 14.7 12 8.8 - - - - 17.5 - -- 13 8.8 - - - - 21.1 14 8.8 - - - - 22.7 - -- 15 8.8 - - - - 25.4 20 7.3 - - - - 15.9 21 7.3 - - - - 17.5 22 8.8 - - - - 18.3 - -- 23 8.8 - - - - 20.0 24 8.8 - - - - 22.9 25 8.8 - - - - 25.2 35 7.3 - - - - 30.4 50 7.3 - - - - 15.0 - -- 60 8.8 - - - - 26.8 61 8.8 - - - - 27.1 62 8.8 - - - - 29.3 63 7.3 - - - - 32.2 - - - 70 15.2 - - - - 35.6 71 10.2 - - - - 41.8 - - - 72 9.7 - - - - 42.1 74 7.0 - - - - 46.1 75 7.0 - - - - 47.6 76 7.0 - - - - 59.6 100 7.0 K= 5.60 12.1 19.5 101 7.0 K= 5.60 13.0 20.2 110 7.0 K= 5.60 12.8 20.0 111 7.0 R= 5.60 14.1 21.0 112 8.5 K= 5.60 16.8 22.9 113 8.5 K= 5.60 20.1 25.1 114 8.5 K= 5.60 2..7 26.1 115 8.5 K= 5.60 24.9 28.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE:42/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) 120 7.0 K= 5.60 15.7 22.2 121 7.0 K= 5.60 16.7 22.9 122 8.5 K= 5.60 17.5 23.4 123 8.5 K= 5.60 19.1 24.5 124 8.5 K= 5.60 21.8 26.2 125 8.5 K= 5.60 24.8 27.9 135 7.0 K= 5.60 29.8 30.6 SOURCE 7.0 SOURCE 61.8 360.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 19.5 Disch 0.58 120 0.2 00 7.3 12.3 0.0 1.000 E: 2.4 2.41 -0.1 100 7.0 12.1 19.5 1.090 2.99 0.103 0.3 Pipe: 2 5.60 20.2 Disch 0.58 120 0.6 01 7.3 13.6 0.0 1.000 T: 6.0 6.03 -0.1 101 7.0 13.0 20.2 1.090 6.61 0.110 0.7 Pipe: 3 5.60 20.0 Disch 0.58 120 0.6 10 7.3 13.4 0.0 1.000 T: 6.0 6.03 -0.1 110 7.0 12.8 20.0 1.090 6.61 0.108 0.7 Pipe: 4 5.60 21.0 Disch 0.58 120 0.6 11 7.3 14.7 0.0 1.000 T: 6.0 6.03 -0.1 111 7.0 14.1 21.0 1.090 6.61 0.118 0.8 Pipe: 5 5.60 22.9 Disch 0.58 120 0.8 12 8.8 17.5 0.0 1.000 T: 6.0 6.03 -0.1 112 8.5 16.8 22.9 1.090 6.61 0.139 0.9 Pipe: 6 5.60 25.1 Disch 0.58 120 0.9 13 8.8 21.1 0.0 1.000 T: 6.0 6.03 -0.1 113 8.5 20.1 25.1 1.090 6.61 0.165 1.1 Pipe: 7 5.60 26.1 Disch 0.58 120 1.0 14 8.8 22.7 0.0 1.000 T: 6.0 6.03 -0.1 114 8.5 21.7 26.1 1.090 6.61 0.176 1.2 Pipe: 8 5.60 28.0 Disch 0.58 120 0.5 15 8.8 25.4 0.0 1.000 E: 2.4 2.41 -0.1 115 8.5 24.9 28.0 1.090 2.99 0.201 0.6 Pipe: 9 5.60 22.2 Disch 0.58 120 0.2 20 7.3 15.9 0.0 1.000 E: 2.4 2.41 -0.1 120 7.0 15.7 22.2 1.090 2.99 0.131 0.4 Pipe: 10 5.60 22.9 Disch 0.58 120 0.8 21 7.3 17.5 0.0 1.000 T: 6.0 6.03 -0.1 121 7.0 16.7 22.9 1.090 6.61 0.139 0.9 Pipe: 11 5.60 23.4 Disch 0.58 120 0.8 22 8.8 18.3 0.0 1.000 T: 6.0 6.03 -0.1 122 8.5 17.5 23.4 1.090 6.61 0.145 1.0 Pipe: 12 5.60 24.5 Disch 0.58 120 0.9 23 8.8 20.0 0.0 1.000 T: 6.0 6.03 -0.1 123 8.5 19.1 24.5 1.090 6.61 0.157 1.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE:.2/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 26.2 Disch 0.58 120 1.0 24 8.8 22.9 0.0 1.000 T: 6.0 6.03 -0.1 124 8.5 21.8 26.2 1.090 6.61 0.178 1.2 Pipe: 14 5.60 27.9 Disch 0.58 120 0.5 25 8.8 25.2 0.0 1.000 E: 2.4 2.41 -0.1 125 8.5 24.8 27.9 1.090 2.99 0.199 0.6 Pipe: 20 5.60 30.6 Disch 0.58 120 0.6 35 7.3 30.4 0.0 1.000 E: 2.4 2.41 -0.1 135 7.0 29.8 30.6 1.090 2.99 0.237 0.7 Pipe: 34 0.0 0.0 13.00 120 1.3 01 7.3 13.6 19.5 100 1.000 ---- 0.00 0.0 00 7.3 12.3 19.5 1.090 13.00 0.103 1.3 Pipe: 35 0.0 19.5 00 13.83 120 1.4 50 7.3 15.0 20.2 101 1.500 E: 4.6 13.72 0.0 01 7.3 13.6 39.7 1.655 T: 9.1 27.55 0.050 1.4 Pipe: 36 0.0 0.0 12.16 120 1.3 11 7.3 14.7 20.0 110 1.000 ---- 0.00 0.0 10 7.3 13.4 20.0 1.090 12.16 0.108 1.3 Pipe: 37 0.0 20.0 10 5.83 120 0.3 50 7.3 15.0 21.0 111 1.500 ---- 0.00 0.0 11 7.3 14.7 41.0 1.655 5.83 0.053 0.3 Pipe: 38 0.0 41.0 11 7.83 120 2.5 12 8.8 17.5 39.7 01 1.500 2E: 9.1 9.14 -0.6 50 7.3 15.0 80.8 1.655 16.97 0.187 3.2 Pipe: 39 0.0 80.8 50 12.00 120 3.6 13 8.8 21.1 22.9 112 1.500 ---- 0.00 0.0 12 8.8 17.5 103.7 1.655 12.00 0.297 3.6 Pipe: 40 0.0 103.7 12 12.00 120 1.6 14 8.8 22.7 25.1 113 2.000 ---- 0.00 0.0 13 8.8 21.1 128.8 2.124 12.00 0.131 1.6 Pipe: 41 0.0 128.8 13 11.00 120 4.1 60 8.8 26.8 26.1 114 2.000 T:11.4 11.42 0.0 14 8.8 22.7 154.9 2.124 22.42 0.185 4.1 Pipe: 42 0.0 0.0 1.00 120 1.4 60 8.8 26.8 28.0 115 1.000 T: 6.0 6.03 0.0 15 8.8 25.4 28.0 1.090 7.03 0.201 1.4 Pipe: 43 0.0 0.0 12.16 120 1.6 21 7.3 17.5 22.2 120 1.000 ---- 0.00 0.0 20 7.3 15.9 22.2 1.090 12.16 0.131 1.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/6/2018 C:\BASS DATA\HASS CALC\18-0255 G1RFIELD GMAGE.SDF JOB TITLE: GABFIELD GARAGE Pipe Tag K-fac Add Fl Add F]. To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 44 0.0 22.2 20 13.50 120 0.8 22 8.8 18.3 22.9 121 1.500 2E: 9.1 9.14 -0.6 21 7.3 17.5 45.1 1.655 22.64 0.064 1.4 Pipe: 45 0.0 45.1 21 12.00 120 1.7 23 8.8 20.0 23.4 122 1.500 ---- 0.00 0.0 22 8.8 18.3 68.5 1.655 12.00 0.138 1.7 Pipe: 46 0.0 68.5 22 12.00 120 2.9 24 8.8 22.9 24.5 123 1.500 ---- 0.00 0.0 23 8.8 20.0 93.0 1.655 12.00 0.242 2.9 Pipe: 47 0.0 93.0 23 11.00 120 4.2 61 8.8 27.1 26.2 124 1.500 ---- 0.00 0.0 24 8.8 22.9 119.1 1.655 11.00 0.384 4.2 Pipe: 48 0.0 0.0 1.00 120 1.9 61 8.8 27.1 27.9 125 1.000 E: 2.4 8.44 0.0 25 8.8 25.2 27.9 1.090 T: 6.0 9.44 0.199 1.9 Pipe: 49 0.0 0.0 1.83 120 1.9 63 7.3 32.2 30.6 135 1.000 T: 6.0 6.03 0.0 35 7.3 30.4 30.6 1.090 7.86 0.237 1.9 Pipe: 50 0.0 28.0 15 10.00 120 0.3 61 8.8 27.1 154.9 14 N3.000 ---- 0.00 0.0 60 8.8 26.8 182.9 3.342 10.00 0.028 0.3 Pipe: 51 0.0 182.9 60 3.50 120 2.2 62 8.8 29.3 119.1 24 143.000 T:22.8 22.75 0.0 61 8.8 27.1 329.9 3.342 26.25 0.082 2.2 Pipe: 52 0.0 0.0 7.16 120 3.0 63 7.3 32.2 329.9 61 143.000 2E:21.2 21.24 0.6 62 8.8 29.3 329.9 3.342 28.40 0.082 2.3 Pipe: 53 0.0 329.9 62 25.34 120 3.3 70 15.2 35.6 30.6 35 143.000 2E:21.2 43.99 -3.4 63 7.3 32.2 360.5 3.342 T:22.8 69.33 0.097 6.7 Pipe: 54 0.0 0.0 E:10.6 7.00 120 6.2 71 10.2 41.8 360.5 63 N3.000 T:22.8 34.89 2.2 70 15.2 35.6 360.5 3.342 G: 1.5 41.89 0.097 4.1 Pipe: 55 0.0 0.0 1.00 120 0.3 72 9.7 42.1 360.5 70 N3.000 ---- 0.00 0.2 71 10.2 41.8 360.5 3.342 1.00 0.097 0.1 Pipe: 56 0.0 0.0 55.00 120 4.0 74 7.0 46.1 360.5 71 B4.000 3E:39.0 39.00 1.2 72 9.7 42.1 360.5 4.260 94.00 0.030 2.8 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 ,DATE:12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE Pipe Tag K-fac Add F]. Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 57 0.0 0.0 13.00 140 1.5 75 7.0 47.6 360.5 72 D4.000 3E:51.0 51.00 0.0 74 7.0 46.1 360.5 4.220 64.00 0.023 1.5 Pipe: 58 0.0 Fixed Pressure Loss Device 76 7.0 59.6 360.5 74 12.0 psi, 360.4 gpm 75 7.0 47.6 360.4 Pipe: 59 Source 0.0 2E:40.0 29.00 150 2.3 SOURCE 7.0 61.8 360.5 75 E4.000 T:39.0 83.00 0.0 76 7.0 59.6 360.5 4.240 G: 4.0 112.00 0.020 2.3 NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HAS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.168 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.8 ft/sec at pipe 47. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 68.97 psi with a flow of 636.85 gpm. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD GARAGE.SDF JOB TITLE: GARFIELD GARAGE PAGE: B MATERIAL: Tffi4WL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 PAGE: N MATERIAL: Eddy Flow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 3.342 10.62 22.75 7.58 24.27 15.17 1.52 19.72 19.72 22.75 PAGE: 0 MATERIAL: Eddythread 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.090 2.41 6.03 2.41 6.03 7.23 1.21 12.05 2.41 6.03 1.655 4.57 9.15 2.29 10.29 6.86 1.14 11.44 11.44 9.15 2.124 5.71 11.42 3.42 12.56 6.85 1.14 11.42 11.42 11.42 SYMONS FIRE PROTECTION, INC. 12155 PAINE PLACE POWAY,CA 92064 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR GARFIELD CONDOS (RESIDENTIAL UNITS) REMOTE AREA 4 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 18-0255 11-29-18 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 DENSITY: .05 gpm/256 sq. ft. AREA OF APPLICATION: 1,024 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.9 gpm TOTAL WATER REQUIRED (including hose): 54.9 gpm (NO HOSE REQ'D) FLOW AND PRESSURE (@ NODE 72 BOR): 54.9 gpm @ 34.3 psi SPRINKLER K-FACTOR (ORIFICE SIZE) : 4.9 DESIGN/LAYOUT BY: JOBANNY ECHEVERRIA AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPT. WATER FLOW AVAILABILITY DATA: STATIC: 78 psi (-10% 70 PSI) RESIDUAL: 25.2 psi FLOW: 4450 gpm WATER DEPARTMENT: CARLSBAD WATER DEPT. 07-05-18 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA WATER SUPPLY ANALYSIS Static: 70.20 psi Resid: 25.20 psi Flow: 4450.0 gpm DO FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source 80 . 0 70.0 G A 60.0 U G E 50.0 P 40.0 R 30.0 E ( 20.0 S 3. 10.0 0.0 -14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: ,12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD RES.SDF JOB TITLE: GARFIELD CONDOS RESIDENTIAL - 4 HEAD CALCS NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. S DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 70.2 25.2 4450.0 70.2 54.9 47.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 54.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 66 15.2 - - - - 28.1 71 10.2 - - - - 34.0 72 9.7 - -- - 34.3 74 7.0 -- -- 35.6 75 7.0 - - - - 35.6 76 7.0 - - - - 47.6 - - - 10 19.0 - - - - 24.1 - - - 11 19.0 - - - - 18.0 12 19.0 -- -- 17.2 13 19.0 - - - - 17.0 14 19.0 - - - - 16.2 15 29.0 - - - - 12.3 - - - 16 29.0 - - - - 12.3 - - - 17 29.0 - - - - 10.0 18 29.0 K= 4.90 8.4 14.2 19 29.0 K= 4.90 7.8 13.7 20 29.0 - - - - 8.0 - - - 21 29.0 K= 4.90 7.0 13.0 22 29.0 - - - - 9.0 23 29.0 - - - - 9.0 - - - 24 29.0 K= 4.90 8.1 13.9 SOURCE 7.0 SOURCE 47.7 54.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD RES.SDF JOB TITLE: GARFIELD CONDOS RESIDENTIAL - 4 BEAD CALCS Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 26.00 150 5.9 71 10.2 34.0 54.8 10 1.250 G: 0.8 0.80 2.2 66 15.2 28.1 54.8 1.394 26.80 0.139 3.7 Pipe: 2 0.0 0.0 1.00 150 0.4 72 9.7 34.3 54.8 66 1.250 ---- 0.00 0.2 71 10.2 34.0 54.8 1.394 1.00 0.139 0.1 Pipe: 3 0.0 0.0 55.00 120 1.3 74 7.0 35.6 54.8 71 B4.000 3E:39.0 39.00 1.2 72 9.7 34.3 54.8 4.260 94.00 0.001 0.1 Pipe: 4 0.0 0.0 13.00 140 0.0 75 7.0 35.6 54.8 72 D4.000 3E:51.0 51.00 0.0 74 7.0 35.6 54.8 4.220 64.00 0.001 0.0 Pipe: 5 0.0 Fixed Pressure Loss Device 76 7.0 47.6 54.8 74 12.0 psi, 54.8 gpm 75 7.0 35.6 54.8 Pipe: 6 Source 0.0 2E:40.0 29.00 150 0.1 SOURCE 7.0 47.7 54.9 75 E4.000 T:39.0 83.00 0.0 76 7.0 47.6 54.9 4.240 G: 4.0 112.00 0.001 0.1 Pipe: 7 0.0 29.8 12 5.30 150 3.9 66 15.2 28.1 25.0 11 1.250 E: 3.8 11.10 1.6 10 19.0 24.1 54.8 1.394 T: 7.3 16.40 0.139 2.3 Pipe: 8 0.0 12.4 16 21.0 38.00 150 6.1 10 19.0 24.1 12.6 13 1.000 21.00 0.0 11 19.0 18.0 25.0 1.101 59.00 0.103 6.1 Pipe: 9 0.0 21.9 22 15.0 34.00 150 7.0 10 19.0 24.1 7.9 14 1.000 15.00 0.0 12 19.0 17.2 29.8 1.101 49.00 0.142 7.0 Pipe: 10 0.0 6.7 15 18.0 17.00 150 1.0 11 19.0 18.0 6.0 14 1.000 18.00 0.0 13 19.0 17.0 12.6 1.101 35.00 0.029 1.0 Pipe: 11 0.0 10.0 23 28.0 21.00 150 5.7 11 19.0 18.0 2.4 15 1.000 28.00 4.3 16 29.0 12.3 12.4 1.101 49.00 0.028 1.4 Pipe: 12 0.0 13.9 17 28.0 50.00 150 1.0 12 19.0 17.2 -6.0 13 1.000 28.00 0.0 14 19.0 16.2 7.9 1.101 78.00 0.012 1.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD RES.SDF JOB TITLE: GARFIELD CONDOS RESIDENTIAL - 4 HEAD CALCS Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 3.9 23 27.0 20.00 150 8.1 12 19.0 17.2 18.0 20 1.000 27.00 4.3 22 29.0 9.0 21.9 1.101 47.00 0.080 3.8 Pipe: 14 0.0 13.9 17 34.0 79.00 150 0.8 13 19.0 17.0 -7.9 12 1.000 34.00 0.0 14 19.0 16.2 6.0 1.101 113.00 0.007 0.8 Pipe: 15 0.0 9.1 17 27.0 19.00 150 4.7 13 19.0 17.0 -2.4 16 1.000 27.00 4.3 15 29.0 12.3 6.7 1.101 46.00 0.009 0.4 Pipe: 16 0.0 22.9 18 39.0 14.00 150 6.2 14 19.0 16.2 -9.1 15 1.000 39.00 4.3 17 29.0 10.0 13.9 1.101 53.00 0.035 1.8 Pipe: 17 0.0 9.1 17 17.0 22.00 150 0.1 16 29.0 12.3 -6.7 13 1.000 17.00 0.0 15 29.0 12.3 2.4 1.101 39.00 0.001 0.1 Pipe: 18 0.0 22.9 18 59.0 83.00 150 2.2 15 29.0 12.3 -13.9 14 1.000 59.00 0.0 17 29.0 10.0 9.1 1.101 142.00 0.016 2.2 Pipe: 19 0.0 13.9 24 98.0 79.00 150 3.3 16 29.0 12.3 -3.9 22 1.000 98.00 0.0 23 29.0 9.0 10.0 1.101 177.00 0.019 3.3 Pipe: 20 4.90 14.2 Disch 13.0 6.00 150 1.7 17 29.0 10.0 8.7 19 1.000 13.00 0.0 18 29.0 8.4 22.9 1.101 19.00 0.088 1.7 Pipe: 21 4.90 13.7 Disch 19.0 19.00 150 0.6 18 29.0 8.4 -5.0 20 1.000 19.00 0.0 19 29.0 7.8 8.7 1.101 38.00 0.015 0.6 Pipe: 22 4.90 13.7 Disch 17.0 15.00 150 0.2 20 29.0 8.0 -8.7 18 1.000 17.00 0.0 19 29.0 7.8 5.0 1.101 32.00 0.005 0.2 Pipe: 23 4.90 13.0 Disch 22.0 9.00 150 1.0 20 29.0 8.0 0.0 1.000 22.00 0.0 21 29.0 7.0 13.0 1.101 31.00 0.031 1.0 Pipe: 24 0.0 13.0 21 13.0 6.00 150 1.1 22 29.0 9.0 5.0 19 1.000 13.00 0.0 20 29.0 8.0 18.0 1.101 19.00 0.056 1.1 Pipe: 25 0.0 13.9 24 13.0 5.00 150 0.1 22 29.0 9.0 -10.0 16 1.000 13.00 0.0 23 29.0 9.0 3.9 1.101 18.00 0.003 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/6/2018 C:\EASS DATA\HASS CALC\18-0255 GA1FIELD RES.SDF JOB TITLE: GA1PIELD CONDOS RESIDENTIAL - 4 HEAD CALCS Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 26 4.90 13.9 Disch 22.0 4.00 150 0.9 23 29.0 9.0 0.0 1.000 22.00 0.0 24 29.0 8.1 13.9 1.101 26.00 0.035 0.9 NOTES (BASS): Calculations were performed by the BASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.146 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.5 ft/sec at pipe 2. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SOURCE under full flow conditions is 70.18 psi with a flow of 76.06 gpm. PIPE FITTINGS TABLE BASS Pipe Table Name: standard.pip PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE:12/6/2018 C:\HASS DATA\HASS CALC\18-0255 GARFIELD RES.SDF JOB TITLE: GARFIELD CONDOS RESIDENTIAL - 4 HEAD CALCS PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyV].v GatV].v NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: E MATERIAL: PVC150 EWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80