Loading...
HomeMy WebLinkAbout1075 CHINQUAPIN AVE; ; FPR2017-0274; Permit(7city of Carlsbad FKiIT1ae1rinhix Print Date: 08/15/2022 Job Address: 1075 CHINQUAPIN AVE, CARLSBAD, CA 92008-3534 Permit Type: FIRE-Construction Residential Work Class: Parcel U: Track U: Valuation: $0.00 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check U: Project Title: Description: ALAN ROENIG RESIDENCE -SPRINKLER 13D Permit NQ: FPR2017-0274 Status: Closed - Finaled Single Family Fire Sprinkli Applied: 07/05/2017 Issued: 08/17/2017 Finaled Close Out: 03/29/2021 Final Inspection: INSPECTOR: Workman, Carisa Stowe, Daniel Wong, Cindy FEE AMOUNT FIRE NFPA 13D Single Family System (lnsp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 FIRE Reinspection (per inspection) $187.00 FIRE Reinspection (per inspection) $187.00 Total Fees: $734.00 Total Payments To Date: $734.00 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 RECEIVED JUL 052017 CARLSBAD FIRE DEPARTMENT FPR20I 7-0274 FIRE PERMIT 1635 Faraday Ave. Phone: 760-602-46 www.carl 1075 Chinquapin AVE Project Information Project Name Alall Ho.j 6c/a#.2e Project Address /u7f i4'L. (../jJ Suite # Scope ofWork C Associated Building Permit # (if applicable) Fire Sprinkler System: Number of risers ( Number of heads c,.2 I D Fire Alarm D Underground: Number of hydrants D Sprinkler Monitoring E Other: K New system D Tenant Improvement Contractor Information Company Name Seyz -elf 717M e— Address 'o'1 (4e 4- City State ç Zip 2°3 Applicant Name h, All Phone r__ Email 4,,. _JQ Sy(-Ael oe_ Contractor License Number and Type Cjc...1/l5- Exp. Date ________ City Business License Sign T ,1 Date ,/// 7 Tony Bautista From: Linda Ontiveros <Linda.Ontiveros@carlsbadca.gov> on behalf of Land Development Engineering <LandDev@CarlsbadCA.gov> Sent: Monday, July 17, 2017 3:41 PM To: Tony Bautista Cc: Jacquelyn Lankhorst Subject: 1075 Chinquapin Av I FPR2017-0274 Tony, Per your request, this email is to confirm the PSI for 1075 Chinquapin Av. Pressure in main: 241 Contours: 80 241-80 x.433: 69 PSI Kindest Regards, (City of Carlsbad Community & Economic Development Land Development Engineering City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008 www.carlsbadca.gov 760-602-2750 1 760-602-1052 faxl landdev@carlsbadca.gov CARLSBAD'S NEW PERMITTING SYSTEM, ENERGOV, IS LIVE! As of October 17, 2016, appointment-based submittals and resubmittals are required. Appointments can be made by phone or email: 760-602-2723 I devappt@carlsbadca.gov 1 HYDRAULIC CALCULATIONS for Job Information Project Name: Hoenig Residence Contract No. : City: Carlsbad, CA 92018 Project Location: 1075 Chinquapin Av. Date: 6/27/2017 Contractor Information Name of Contractor: Address: 4464 McGrath St City: Ventura, CA 93003 Phone Number: 8054770162 E-mail: tony@superiorfireinc.com Name of Designer: T.Bautista Authority Having Jurisdiction: Calrsbad Fire Prevention Design Remote Area Name 1 Remote Area Location Mater Bedroom Occupancy Classification Light Hazard Density (gpm/ft2) N/A (In-Rack) Area of Application (ft2) 512 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 3 In-Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 5 Total Water Required (incl. Hose Streams) (gpm) 34.9 Required Pressure at Source (psi) 57.7 Type of System Wet Volume - Entire System (gal) 32.7 gal Water Supply Information Date 6/27/17 Location Hoenig Residence Source Wi Notes FPR20I 7-0274 1075 Chinquapin AVE File: C:\UsersV Date 7/21/2017 Page 1 Job: Hoenig Residence Node Labels: Off Pipe Labels: Off Diagram for Design Area: I (Ontimizad HvdraiiIiSimnlifipdli File: C:\Users\Tony.SFI\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job: Hoenig Residence Hydraulic Analysis for: I Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lbs/ft2) Water Supply Parameters Supply 1: Wi Supply Analysis Demand Hazen-Williams Water @ 60F (15.6C) N/A for Hazen-Williams calculation. N/A for Hazen-Williams calculation. Flow (ppm) Pressure (psi) 0 69 500 20 I Static Pressure I Residual I I Flow I Available I I I Total Demand I Required Pressure Node at Source (psi) Pressure I (gpm) Pressure I I (gpm) I (psi) (psi) (psi) Wi 69 20 500 68.6 34.9 57.7 Hoses Inside Hose Flow/Standpipe Demand (gpm) 8.1 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) Other (custom defined) Hose Flow (gpm) 0 Total Hose Flow (gpm) 8.1 Sprinklers Ovehead Sprinkler Flow (gpm) 26.8 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 Total Sprinkler Flow (gpm) 26.8 Other Required Margin of Safety (%) 10 WI - Pressure (psi) 57.7 Wl - Flow (gpm) 34.9 Demand w/o System Pump(s) N/A File: C:\Users\Tony.SFl\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 0 TT T TT —r It? .l . I i ii. iii if 14 I I S i 4 1 ti it' 441 I) 4/4 'It I I 44 41 4 iP It It .'i , I.' 4' Ii f/Il It I ' ii 41 I ' 4 itifjtt .44 I Ii 4 It// it Ii 1 I. ii tt/f it 14 j I .441, 4//i 11i I .14' i/f. II III, It I 1 //t It L....LL J... LL.L LL i/f lu .44 II f/iu II It I u/f' i ill lit it it 1j lu I 1 /1' lu 'It 44i1 h I ./f -,4 '4' i • II I i / ,, uP I?, ill 1H //Y i1it' it Job : Hoenig Residence Hydraulic Analysis for: I Graph Labels Label Description Values Flow (gpm) Pressure (psi) Si Supply point #1 -Static 0 69 S2 Supply point #2 - Residual 500 20 Dl Elevation Pressure 1 0 9.1 D2 System Demand 1 34.9 57.7 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) © Flow (gpm) Supply 68.6 38.9 10.9 34.9 Supply; Safety Pressure 61.8 36.4 4 34.9 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ft2) (gpm/psi'/2) (gpm/ft2) (gpm) (psi) (gpm/ft2) (gpm) (psi) 1 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 2 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.054 13.9 8 S2 Standpipe Demand 0 0 1 5 0 3.1 46.7 File: C:\Users\Tony.SFI\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7/21/2017 Copyright 0 2002-2012 Tyco Fire Protection Products Page 5 Job: Hoenig Residence Hydraulic Calculations! Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gp m/ Si'/2 gpm ft2 psi psi ft gpm gpm/ft2 psi gpm 1 Overhead Sprinkler 4.9 13 256 7 7 18 HEAD Open 0.2 0.051 -9.1 12.8 2 Overhead Sprinkler 4.9 13.9 256 8 7 18 HEAD Open 1.1 0.054 -9.1 12.8 S2 Standpipe Demand 3.1 46.7 5 -3 SDNODE Open 2.1 0 1 01 Node 6.7 19 NODE -9.5 02 Node 7.8 19 NODE -9.5 03 Node 9.2 19 NODE -9.5 Hi Inside Hose 29.7 9 1 HOSE -5.2 15 28 Node 29.8 9 NODE -5.2 29 Node 30.5 9 NODE -5.2 23-0 Node 34.7 2.99 NODE -2.6 23-I Node 40.8 2.86 NODE -2.5 30 Node 45.3 -3 NODE 0 32 Node 46.8 -3 NODE 0 Wi Supply -34.9 57.7 -3 SUPPLY . 0 File: C:\Users\Tony.SFI\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7!21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 6 Job: Hoenig Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psiVz) (gpm) (in) (ft) (ft) (psi) (psi) Path No: I 1 18 4.9 13 1 lx(BM.90)=5 1 150 7 01 19 13 1.101 5 0.0304 -0.4 6 0.2 01 19 0 .75 1x(BM.Tee-Run)=1 10 150 6.7 02 19 13 0.874 1 0.0935 0 11 1 02 19 13.9 .75 1x(BM.Tee-Run)=1 2.85 150 7.8 03 19 26.8 0.874 1 0.3594 0 3.85 1.4 03 19 0 1 8x(BM.Tee-Run)=8 76.4 150 9.2 28 9 26.8 1.101 9x(BM.90)=45 63 0.1167 4.3 2x(BM.Tee-Br)=10 139.4 16.3 28 9 5 1 lx(us.90)=3.82 0.5 150 29.8 29 9 31.8 1.101 3.82 0.1602 0 4.32 0.7 29 9 0 1 lx(coupling)=1.35 5.94 150 30.5 23-0 2.99 31.8 1.025 1.35 0.227 2.6 7.29 1.7 23-0 2.99 0 1 0.13 0 34.7 FSwitch-Ball-C 23-1 2.86 31.8 0 0 44.8598 0.1 hkVlv 0.13 6 23-I 2.86 0 1 lx(us.90)=2.7 5.92 150 40.8 30 -3 31.8 1.025 2.7 0.227 2.5 8.62 2 30 -3 0 2 lx(BM.90)=10 161.51 150 45.3 32 -3 31.8 2.003 10 0.0087 0 171.51 1.5 32 -3 3.1 1 35.31 150 46.8 Wi -3 34.9 0.995 0 0.3109 0 35.31 11 Wi 57.7 Path No: 2 2 18 4.9 13.9 1 lx(BM.Tee-Br)=5 1 150 8 02 19 13.9 1.101 5 0.0344 -0.4 6 0.2 02 7.8 Path No: 3 S2 -3 3.1 1 lx(us.Tee-Br)=9.56 1 150 46.7 32 -3 3.1 1.101 9.56 0.0021 0 10.56 _______ 0.0 32 46.8 File: C:Users\Tony.SFl\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7/21/2017 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 OW Job: Hoenig Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (P0 (ft) (gpm/psit/2) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 4 Hi 9 5 1 lx(BM.Tee-Br)=5 0.5 150 29.7 28 9 5 1.101 5 0.0052 0 5.5 0.0 28 29.8 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 14.39 ft/s occurs in the following pipe(s): (W1-32) Device pressure loss (gain in the case of pumps) is calculated from the device's curve. If the device curve is printed with this report, it will appear below. The length of the device as shown in the table above comes from the CAD drawing. The friction loss per unit of length is calculated based upon the length and the curve-based loss/gain value. Internal ID and C Factor values are irrelevant as the device is not represented as an addition to any pipe, but is an individual item whose loss/gain is based solely on the curve data. File: C:\UsersTony.SFl\appdata\local\temp\Hoeing Residence_1_1_7702.sv$ Date 7/21/2017 Copynght © 20022012 Tyco Fire Protection Products Page 8 NSF/ANSI 61 Options E1 C - with copper sweat connections (3/4" & 1") C ZLIRN ModeISXL WILKINS Cast Bronze "Y" Type Strainer Application Ideal for use on potable water lines where LeadFree* fittings are required. Recommended for a variety of water service lines including residential and commercial irrigation, swimming pools and cooling tower water. They are also designed to protect delicate equipment such as regulators and backflow preventers by filtering sediment which could cause premature failure. Standards Compliance Meets the requirements of NSF/ANSI 61* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Low Lead Cast Bronze ASTM B 806 Access covers Low Lead Cast Bronze ASTM B 806 Screens 20 Mesh Stainless Steel, 300 Series Features Sizes 3/8" 1/2" 3/4" 1" 1 1/4", 1 1/2" 2" 2 1/2", 3" Temperature/pressure rating 180°F 300 psi WOG Threaded connections (FNPT) ANSI 13I.20.1 (Supplied with brass closure plug) Dimensions & Weights (do not include pkg.) MODEL SXL (NPT CONNECTION) SIZE in. mm DIMENSIONS (approximate) WEIGHT lbs. kg A in. mm B in. mm C in. 3/8 10 31/4 83 3 76 3/8 NPT 1 0.5 1/2 15 31/4 83 3 76 3/8 NPT 1 0.5 3/4 20 37/8 98 31/2 89 3/8 NPT 1 1/4 0.6 1 25 41/2 114 4 102 1/2 NPT 13/4 0.8 1 1/4 32 55/16 135 43/4 121 1/2 NPT 23/4 1.2 11/2 40 65/16 160 5 127 1/2 NPT 31/2 1.6 2 50 71/2 191 6 152 1/2 NPT 6 2.7 21/2 65 9 229 71/2 191 1/2 NPT 91/4 4.2 3 80 10 254 1 81/2 216 1/2 NPT 14 6.4 MODEL SXLC (COPPER SWEAT CONNECTION) SIZE DIMENSIONS (approximate) WEIGHT C A B in. mm in. mm in. mm in. lbs. kg 3/4 20 315/16 100 35/16 84 3/8 NPT 1 0.5 1 25 5 127 315/16 100 1/2 NPT 1.5 0.7 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11_2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. D Date: 8/16 Document No. STR-SXL Product No. Model SXL Page 1 of 2 bI 0 U) U) 0 35 LU of U) U) LU EL "0 100 200 300 400 500 FLOW RATES (GPM) MODEL SXL 1 1/2" thru 3" (STANDARD & METRIC) FLOW RATES (Its) 6.3 12.6 18.9 25.2 31.5 2"40mrn 250mm 0mm Flow Characteristics o 10 U) 0 U) U) 0 i5 LU of C') LU MODEL SXL 1/2 thru 1114' (STANDARD & METRIC) FLOW RATES (us) 1.89 3.79 5.68 7.57 9.46 - U 60 90 FLOW RATES (GPM) V 1L 30 69 U) U) 0 35 -J LU U) U) Ui of 120 150 Typical Installation Local codes shall govern installation requirements. Un- less otherwise specified, the assembly shall be mounted in accordance with the latest edition of the Uniform Plumbing Code. If installed below grade, be certain adequate drainage is provided to prevent the device from being submerged. Horizontal installation with the strainer cap facing downward is the preferred installation orientation; however the strainer will provide protection in any orientation. PROTECTIVE r. MODEL 500XL WATER ENCLOSURE PRESSURE REDUCING VALVE OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe Pipe size 5ftlsec 7.5ft/sec lOft/sec 15ftlsec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4' 8 12 17 25 13 20 27 40 1 1/4" 23 35 47 70 11/2 32 48 63 95 52 78 105 167 PROTECTIVE MODEL 975XL2 REDUCED ENCLOSURE -\PRESSURE BACKFLOW PREVENTER I2 MIN 3O ,MM DIRECTION OF FLOW CD OUTDOOR INSTALLATION SpeciEiations The "Y" type strainer shall be a manufactured import certified to NSF/ANSI 61. The main body and cover shall be low lead cast bronze (ASTM B 806), the strainer screen shall be 20 mesh 300 series stainless steel and accessible for maintenance without removing the device from the line. The "'1" type strainer shall be a ZURN WILKINS Model SXL. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 ww w.zurn.com Page 2 of 2 41-'. 1116 No ZURN, ModelrsiL! rn- .Full Port Bronze Ball Valve I 4.iIX1h E- Application ZURN WILKINS Model 850XL Full Port Bronze Ball Valves are recommended for residential, commercial and industrial applications where LeadFree* valves are required. Ideal for throttling and balancing installations of low pressure steam, air, water and non-corrosive gas or oil. Standards Compliance Certified to NSF/ANSI 372* by IAPMO R&T *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Low lead Bronze ASTM B 584 Ball Chrome plated low lead brass Seats TFE virgin teflon Stems Brass ASTM B 16 Stem packing TFE virgin teflon Thrust washer TFE virgin teflon Handle Stainless steel Handle nut Stainless steel Features Sizes: 3/8, 1/2', 3/4", 1", 1 1/4", 1 1/2", 2" Pressure rating 400 psi WOG Temperature rating 33°F to 350°F @50 psi Threaded connections (FNPT) ANSI B1.20.1 ZURN .T. ILI LEAD E Size 3/8" - 2" Options (Suffixes can be combined) El - FNPT x FNPT connections, (3/8" - 2") M - MNPT x FNPT connections, (1/2") T - tapped (FNPT X FNPT) J U - with single union body (FNPT x FNPT) (3/4" - 2") EJ SB - with stainless steel ball & handle (3/4" - 1") B F II Dimensions & Weights (do not include pkg.) - DIMENSIONS (approximate) SIZE MODEL 850XL A A in. mm TAPPED MODEL 85OUXL A A in. mm TAPPED 850MXL A A in. mm TAPPED B in. mm c in. mm D THREAD FNPT E TAP SIZE FNPT F THREAD MNPT WEIGHT lbs. kg. 3/8 17/8 48 27/16 N/A N/A N/A N/A N/A N/A 11/4 32 11/2 38 3/8-18 1/8-27 N/A 1 0.5 1/2 21/4 57 21/2 N/A N/A N/A 25/8 67 21/4 17/8 48 23/4 70 1/2-14 1/8-27 1/2-14 1 0.5 3/4 21/2 64 23/4 35/16 84 35/8 N/A N/A N/A 13/4 45 15/8 41 3/4-14 1/8-27 N/A 1 0.5 1 23/4 70 3 37/8 94 41/8 N/A N/A N/A 2 51 15/ 41 1-111/2 1/8-27 N/A 2 1 11/4 35/16 84 35/8 41/4 108 41/2 N/A N/A N/A 25/8 67 31/2 89 11/4-111/2 1/4-18 N/A 3 1.4 11/2 33/4 95 37/8 47/8 124 51/4 N/A N/A N/A 27/8 73 43/4 121 11/2-111/2 1/4-18 N/A 3 027 2 4 1/2 114 45/8 55/16 135 55/8 N/A N/A N/A 37/8 98 43/4 121 2-111/2 1/4-18 N/A 6 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 wwwzurn.com Rev. D Date: 11/14 Document No. BV-850XL Product No. Model 850XL