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LAQ-14-RS-032 Andalusia Plan 25ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL OWNER IOTA GRIFFIN 4675 MACARTHUR CT NO 1550 NEWPORT BEACH CA 0 CONDITIONS Description: 3153 SF DWELLING/VB/RES-3/CLASS A-FR/13D Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 6/10/2014 Parcel No: 767780064 Site Address: 54065 CANANERO CIR LA QUINTA,CA 92253 Approved: 6/11/2014 Subdivision: TR 32879 Block: Lot: 287 Issued: 6/12/2014 KHE Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 12/10/2014 KHE Valuation: $204,781.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-032. SEE FIRE FOLDER. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BLDG PC 200K-1M 10160003428200 $1,221.85 $1,221.85 6/12/14 Total Paid for BLDG PC 200K-1M: $1,221.85 $1,221.85 BLDG STDS ADMIN (SB1473)10100002030600 $9.00 $9.00 6/12/14 Total Paid for BLDG STDS ADMIN (SB1473): $9.00 $9.00 Printed: Wednesday, February 28, 2024 2:49:53 PM 1 of 4 Permit Details City of La Quinta PERMIT NUMBER SFD-14-810 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF CIVIC CENTER - RES 25200003650000 $942.00 $942.00 6/12/14 Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00 DIF COMMUNITY CENTERS-RES 25400003650000 $129.00 $129.00 6/12/14 Total Paid for DIF COMMUNITY CENTERS-RES: $129.00 $129.00 DIF FIRE PROTECTION- RES 25700003650000 $433.00 $433.00 6/12/14 Total Paid for DIF FIRE PROTECTION-RES: $433.00 $433.00 DIF LIBRARIES - RES 25300003650000 $344.00 $344.00 6/12/14 Total Paid for DIF LIBRARIES - RES: $344.00 $344.00 DIF PARK MAINT FAC - RES 25600003650000 $40.00 $40.00 6/12/14 Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 25100003650000 $2,048.00 $2,048.00 6/12/14 Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00 DIF STREET MAINT FAC- RES 25500003650000 $116.00 $116.00 6/12/14 Total Paid for DIF STREET MAINT FAC-RES: $116.00 $116.00 DIF TRANSPORTATION - RES 25000003650000 $2,842.00 $2,842.00 6/12/14 Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 MULTI-SPECIES (MSHCP) FEE 10100002031000 $1,278.00 $1,278.00 6/12/14 Total Paid for MULTI-SPECIES (MSHCP) FEE: $1,278.00 $1,278.00 PERMIT FEES 0 $576.23 $576.23 6/12/14 PERMIT FEES 0 $203.31 $203.31 6/12/14 Printed: Wednesday, February 28, 2024 2:49:53 PM 2 of 4 Permit Details City of La Quinta PERMIT NUMBER SFD-14-810 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES PLUMBING 2013 - UNDERGROUND PLUMBING KIRK KIRKL 6/13/2014 6/13/2014 APPROVED PLUMBING 2013 - SEWER CONNECTION KIRK KIRKL 6/13/2014 6/13/2014 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PERMIT FEES 0 $238.36 $238.36 6/12/14 PERMIT FEES 0 $274.15 $274.15 6/12/14 Total Paid for PERMIT FEES: $1,292.05 $1,292.05 PLAN CHECK, ELECTRICAL 10160003428200 $78.90 $78.90 6/12/14 Total Paid for PLAN CHECK, ELECTRICAL: $78.90 $78.90 PLAN CHECK, MECHANICAL 10160003428200 $133.48 $133.48 6/12/14 Total Paid for PLAN CHECK, MECHANICAL: $133.48 $133.48 PLAN CHECK, PLUMBING 10160003428200 $250.31 $250.31 6/12/14 Total Paid for PLAN CHECK, PLUMBING: $250.31 $250.31 STRONG MOTION (SMI) - RES 10100002030800 $20.48 $20.48 6/12/14 Total Paid for STRONG MOTION (SMI) - RES: $20.48 $20.48 TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 6/12/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,015.51 $13,015.51 Printed: Wednesday, February 28, 2024 2:49:53 PM 3 of 4 Permit Details City of La Quinta PERMIT NUMBER SFD-14-810 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 10/15/2014 KAY HENSEL 14-810.pdf 14-810.pdf 0 BOND INFORMATION BUILDING 2013 - FOOTINGS KIRK KIRKL 6/25/2014 6/25/2014 APPROVED BUILDING 2013 - SETBACKS KIRK KIRKL 6/25/2014 6/25/2014 APPROVED BUILDING 2013 - SLAB KIRK KIRKL 6/25/2014 6/25/2014 APPROVED ROOF NAIL KKI 7/17/2014 7/17/2014 APPROVED OKAY TO WRAP KKI 8/11/2014 8/11/2014 APPROVED FRAMING KKI 8/14/2014 8/14/2014 APPROVED ROUGH ELEC KKI 8/14/2014 8/14/2014 APPROVED ROUGH MECH KKI 8/14/2014 8/14/2014 APPROVED ROUGH PLBG KKI 8/14/2014 8/14/2014 APPROVED INSULATION KKI 8/19/2014 8/19/2014 APPROVED DRYWALL NAIL KKI 8/25/2014 8/25/2014 APPROVED LATH KKI 8/25/2014 8/25/2014 APPROVED GAS LINE/TEST 9/24/2014 9/24/2014 APPROVED TEMP USE OF PERM PWR KKI 10/8/2014 10/8/2014 APPROVED FINAL**KKI 12/10/2014 12/10/2014 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 2:49:53 PM 4 of 4 Permit Details City of La Quinta PERMIT NUMBER SFD-14-810 January 13, 2012 Sprinkler 149m The Viking Corporation, 210 N Industrial Park Delve, Hastings MI 49058 Telephone: 269-94153-9501 Technical Services: ST7-384-5464 Fax: 269-818-1680 Email: teellsucs@vikingcorp.com 1. DESCRIPTION Viking Freedom'''-' Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass - bulb residential sprinkler available in several different finishes and temperature ratings to - meetvarying design requirements. The orifice design, with a K-Factor of 4.9 (70.6 metrict), allows efficient use cf available watersupplies for the hydraulically designed fire -protection system. The glass bulb operating element and special deflector characteristics meet the 1iC: I challenges of residential sprinkler standards. JJf 2. LISTINGS AND APPROVALS �l I ar11L a cULus Llsted: Category VKKW NYC Approved: MEA 69-92-E, Volume 35 ` NSF Certified: NSFIANSI Standard 61, Drinking Water System Components Ir . Refer to the Approval Chart on page 1490 and Design Criteria on page 149r for cULus Listing requirements that must be followed. 3. TECHNICAL DATA Specifications: Available since 2006. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 112" (15 mm) NPT Nominal K-Factor; 4.9 U.S. (70.6 metrict) '[Metric Krfactor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K factor shown by Glass -bulb fluid temperature rated to -65 F (-55 `C) Overall Length. 2-114" (58 mm) Material Standards: Frame Casting: Brass UNS-084400 or OM Brass Viking Technical Data may be found on Deiiectof: Brass UNS-C23000, Phosphor Bfon2e UNS-051000, or Brass UNS-C26000 The Viking Corporation's Web site at Bulb. Glass, nominal 3 mm diameter http:llvwvwvlkhlggrpupinc-com. Belleville Spring Sealing Assembly. Nickel Alloy, coated on Both sides wO The Web site may inciud'e a rnora recant Teflon Tape edition of this Technical Data Page. Pip Cap and Insert Assembly: Capper UNS-C11000 and Stainless Steel UNS-S30400 Compression Screw Brass UNS-C36000 Ordering Information. (Also refer to the current Viking price fist.) Sprinkler: Base Part No. 13637 Order Sprinkler VK468 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the tempera- ture rating to the sprinkler base part number. Finish Suffix. Brass = A, Chrome-Eniay'ej = F. and White Polyester = Ivl AIV TemperatureSuffix. 155 'F (66'C) � B, 175'F (79 'C) = D For example, sprinkler VK458 with a Brass finish and a 155 "F (68 'C) temperature rating = Part No. 13637.AB. Avattable Finishes And Temperature Ratings: refer to Tabie 1. ,Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: 1 A Standard Wrench: Part No. 10896WiB (available since 2000) 8. Wrench for recessed sprinklers: Part No. 13577WIB* (available since 2006) C. Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool"" Part No. 15915 (availatnle since 2010.} 'A V," ratchet rs required (not available from Viking). "Allows use from the flair by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_0551808. Form Nlo. F_012706 Replaces page 149m-t, dated March 18, 2011. (Revised sprinkler materials and added reference to TIA 1028R.) TABLE - -TEMPERATURE Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating, Bulb Color Ceiling Temperature3 Ordinary 155 `F (68 `Q 100 =F (38 'C) Red Intermediate 175 °F (79 "C) 150 - F (65 °C) Yellow Sprinkler Finishes: Brass, Chrome-Enloy'= (patents pending), and White Polyester Footnotes The sprinkler temperature rating is stamped on the deflector, 2 Based on NFPA•13. Other limits may apply, depending cn Are loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Approval Chart Ta peal ro KEY Residential Pendent Sprinkler VK469 For systems designed to NFPA 13010 or NFPA 13R. A x 4-- Eaaohean(11 appacahle) For systems designed to NFPA 13, refer to the design criteria on page 149r. Sprinkler Base SIN NPT Thread Size Nominal K-Factor Maximum Water Overall Length Inches mm U.S. metrW Inches mm Part Number' Working Pressure 13637 VK468 1V2 15 4.9 70.6 175 psi (12 bar) 2-114 58 Listings and Approvals3 Maximum Areas of Coverage' I Minimum Water Supply Requirements" (Refer also to Design Criteria Dn Pan 149r.) cULus' NYCa NSF, Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and Including 2112 19.5°). 12 ft. x 12 ft. (3-7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) A1X AIX AIIX 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AIX A1X MIX 16 ft. x 16 ft- (C9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AIX A1X AIX 18 ft. x 18 ft. (5-5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0,83 bar) A1X AIX AIX 20 ft- x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar) A1X AIX AIX Installed below horizontal callings with beams'. 12 ft. x 12 ft. (3,7 m x 3.7 m) 13 gpm 1@ 7.0 psi (49.2 Umin @ 0.48 bar) B1X B1X B1X 14 ft. x 14 ft (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) six B1X B1X 16 ft. x 16 ft, (4-9 M x 4.9 m) 13 gpm @ 7.0 psi (49.2 Llmin @ 0.48 bar) B 1 X B 1 X B 1 X 'eb T F %L 1t. [5-5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bat`) 8 1 A I B1x Bix 20 ft x 20 fL (6.1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar) six I B1X B1X Installed below ceilings with slopes11 up to and including a 8112 (33.7°) pitch. Refer to Figure 6 on page 148q. UL NYC 7 NSF- 20 ft, x 20 ft. (6.1 m x 6.1 m) 21 gpm @ 18.4 psi (79.5 Umin @ 1.27 bar) B1X see Fownote 7, 81X 20 ft, x 20 ft. (6.1 m x 6.1 m) 23 gpm @ 22.0 psi (83A Umin @ 1.52 bar) C1X See Faotndto7. C1X Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 155 'F (68 `C) and 175 °F (79 °C) -F "C) 1 -Brass, Chrome-Lnloye, White, and X - Standard surface -mounted escutcheons Pr the Micro-' B - 155 (68 Black'2 fast® Model F-1 Adjustable Escutcheon, c� recessed with C - 175 -F (79 °G) the Micromatic'a Model E-1 or E-2 Recessed Escutcheon Footnotes ' Part number shown is the base part number. For complete part number, refer to current Viking price list schedule- 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K•factor shown by 10.0. 3 This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manaoadwer for any additional approvals. 4 For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement' for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum Water Supply Requirement' used- ' Listed by Underwriter's Laboratories for use in the U-S- and Canada. 5 Accepted for use. City of New York Department of Buildings. MEA Number 89-92-E, Vol. 35. r Meets New York City requirements, effective July 1, 2008. I Tested and Certified by NSF (National Sanitation Foundation) to NSFIANSI Standard 61, Drinking Water System Components. 9 LVstings are for residential occupancies with smooth, flai, horizontal ceiling$ or horizontal ceilings with beams. Indudes ceilings with slopes up to and including a 2112 (9.5°) pitch. (For beam ceiling design criteria, refer to Beam Ceiling Guidelines and Figures 6 through 7D on pages 149s-t). 70Refer io TIA 1028R slope Ceiling criteria exceptions. "Areas under sloped celfings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the listed area of cavefage. "Other paint colors are available on request with the same WLus Listings as the standard finish colors. (Alta refer tothe Approval Chan on psge 1490„ UL usList fea ure ns: When using Viang Residential Pendent Sprinkler VK488 far systems designed to NFPA 13D or NFPA 13R, apply the listed areas of coverage and minmum water supply requirements shcuen in the Approval Chart on page 149o. Fdr sustains c(esitned i fP 13The number of design sprinklers is to be the four contiguous most hydraulical[y demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the fallowing: The flow rates given in the Approval Chart on data page 1494 for NFPA 13D and NFPAI3R applications for each Isted area of coverage, 2L Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" In accordance with sections 6.5.2.1 or 8.6,2.1.2 of NFPA 13, • Minimum distance between residential sprinklers: aft. (2.4 m). The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49068 Telephone: 269-94"501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedom° Residential Concealed Pendent Sprinkler VK457 is a small high -sensitivity solder link and ]ever residential sprinkler designed for installation oil concealed i systems h ceiling is desired. pipe Y ins where the appearance of a smaot g , , �...... The orifice design, with a K.-Factor of 4.9 (70.6 metric*), allows the sprinkler's ef- ficient use of available water supplies for the hydraulically designed fire -protection system. The operating element and special deflector charactenstics meet the chal- lenges of residential sprinkler standards. The sprinkler is pre -assembled with a threaded adapter for installation with a low ofie small -diameter cover I to the ceiling. two- jars pr a assembly installed flush g p design allows installation and testing of the sprinkler prior to installation of the z _ cover plate. The "push -on", "thread -ail" design of the concealed rxtver plate as- .. . sembly allows easy installation of the cover plate after the system has been tested ILI and the eel]Ing finish has been applied, while also providing up to Yz' (12.7 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allmv- ing temporary removal of ceiling panels without taking the sprinkler system out of Service or removing the sprinkler. 2. LISTINGS AND APPROVALS 8L cULus Listed: Category VKKVV Refer to the Approval Chart on page 147w and Design Criteria on page 147x for GULus Listing requirements that must be followed 3. TECHNICAL DATA Specifications: Available since 2008. Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar), Thread size. 1l2" (15 mm) NPT Nominal K-Factor: 4.g U.S. (70.6 metric") " Metric K factor measuremerrt shown is in Bar. "hen pressure is measured in kPa, divide the metric re factor shown by 10.D. Material Standards: Viking Technical Data maybe found on Sprinkler Body: Brass UNS-GB4400 or QM Brass The Viking CorporWbn'3 Web site at Deflector: Phosphor Bronze UNS-051000 http:l/www.vikinggroupinc.com. Deflector Pins: Stainless Steel UNS-S302GO The Web site may lncludo a more recent LBuhon: Brass UNS-C36400 edition ofthis Technical Data Page. Seat Assembly. Brass UNS-G31600 Compression Screw: Brass UNS-036000 Fusible Element Assembly- Beryllium Nickel, coasted with black acrylic paint Levers: Stainless Steel UNS-831500 Lever Bar: Co rAl! ppe oy UNS-C72500 Se1.t3wal!e Sprang Sealing Assembly_ Nickel Alloy, coated an bath sides with Teflon Tape Cover Adapter: Cold Roiled Steel UNS-G10080, Finish: Gear Chromate over Zinc Plating ShippinD Gap: Polyethylene Cover Plate Materials: ()over Plate Assembly. Copper UNS-C11000 and Brass UNS-C26800 Spring Beryllium Nickel Solder Eutectic OrderlRg information: (Also refer to the cumen[ Viking price list.) Viking Freedoms' Residential Concealed Pendent Sprinkler VK457 and Dover Plate Assembly must be ordered separately: Form No. F 072607 Replaces Pape 147u-a, dated Sept. 9, 2011. (Added QM Brass to s rinkler materials and added reference to TIA 1028R. SPRINKLERAS v AB - RkrINGS-AND FINISHES Sprinkler 5prirrklett' 1VomInaf maximum Temperature Bating Cover Plate Large Cover square Cover Temperature Ternperztture Ambient Ceiling of the Cover Base Part Piste Base Plate Base Classlflcation Rating' TernperaturiO Assembly {Required) Numt;eP Part Number' Part Number' Ordinary 165 "F (74 "C) 100 "F (38 "C) 135 "F (57 ,.C) 13504 13642 15394 Cover Plate Finishes: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black Approval Chart �SPa,empenureRatllg Residential Concealed Pandent Sprinkler VK457 i r�cOYerrur°TB p°'"w.R.� For systems designed to NFPA 13D' or NFPA 13R. Awt. tovarFleuFmsh KEY For systems designed to NFPA 13, refer to the design criteria on page 147x. Sprinkler ease NPT Thread Size Nominal K-Factor Itlaltlmum Water Part Number' SIN Inches mm Working Pressure U.S. metric' 14694A VK457 112 1s 4.9 70.6 176 psi (12 bar) Listings and Approvals' Maximum Areas of Coverages Minimum Water Supply Requirements° (Refer also to Design Criteria on page 147x.) WLus' NYC NSF' Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2112 12 ft. x 12 ft. (17 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0-48 bar) AX1 sec Footnm0 E. Axi 14 ft. x 14 ft. (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.46 bar) AX1 sae FOmnpte 5. AX1 16 ft, x 16 ft. (4-9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AX1 sea Footnole 5. AXi 18 ft. x 18 ft. (5-5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar) AX1 sea FOCIMIa 5. AX1 20 ft. x 20 ft. (6-1 m x 6.1 m) 3 20 gpm @ 16.7 psi (75.7 Umin @ 1.15 bar) AX1 see rootrwto s. AX1 Installed below ceilings with stapes, up to and including a 8112 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC NSF° 16 ft. x 18 ft. (4.9 m x 4.9 m) 26 gpm @ 28-2 psi (98A Umin @ 1.94 Karl AX1 see Fcoawto s. AXi 18 ft. x 18 ft. (5-5 m x 5.5 m) 31 gpm @ 40.0 psi (117-3 Umin @ 2-76 bar) AX1 See Foamin s AX1 20 ft. x 20 ft. (6-1 in x 6.1 m) 31 gpm @ 40.0 psi (117.3 iJmin @ 2.76 bar) AX1 set Foomtd S. AXi Cover Temperature Rating Cover Platte Finishes Sprinkler Tempereture Rating X . 135 °F (57 'C) Dover 135041,136421 (large diameter), 1 - Polished Chrome, Brushed Chrome, Bright A - 165 -F (74 `C) or 153941 (square cover plate) grass, Antique Brass, Brushed Brass, Brushed Capper, Painted White. Painted Ivory, or Painted Black1° DESIGN CEUTER-1-A (Also, refer to the Approvat Chart ❑npage 147w-) 1 ,;U US, L ictinn RanLlirwments: When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R, spply thgJl•.Iud areas of cover- age and minimum water supply requirements shown In the Approval Chart on page 147vv. Far gvst!?Ms 0psigned to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraullealty demanding ' Iklers. The min umum required discharge from each of the four sprinklers is to be the greater of the fotluwing: The flow rates given In the Approval Chart on data page 147w for NFPA 13D and NFPA 13R applications for eachli rl area of coverage; ' • Calculated based on a minimum discharge of 0.1 gprnAc. ft- over the -design area" in accordance with sections 8.5.2,1 or 1 2.1.2 of NFPA 13. Minimum distance between residential sprinklers: 8 ft. (2.4 ml- NOTE: Concealed sprinklers must be Installed In neutral or negative pressure plenurns only. 11 1;zy W Wki.IM wxrw.tyce•freeam F►ra P otooteon CoRtacts Pf�LE Made& 85s W, HiP, and slip 08pwift Appikatlon Sfpilinkiera Far Rviftall+lfag AtUdsrr Vier That Specific AppkaWn Attie S^- DescHption kkxs are the first Sprinklg+S :e t q0 • UsWdforaxlandedcavagieincam- The TYCO Modal BB [Back to BBC4 buBtlbla carMULPMon. 8D [Dingle ClesctipnprJ, HIP, and AP (At- Fur-suda foe tested In both wet and tic PIrNj SpedflDApQlirsdon 3prirddars dry system scerNsAm- rbrProtactnpAltica ors Mesprlivders fircanhuatihle and non-Cambustlbie ■ FulP-acale tested, for use tin woad sloped atlicspaom The Modal BB, 3D, b'uw owatn� , Mid 4P4m S1ecft Applicatiam Att c • Listed far SPOCRlc roof slopes (Refer SpdrlkWm. whereon the Made! AP is a to Tabs A)- SpaaihcApplinatm 0mibustible Gan- Tire Svecitic Aaaiicalion Attic Sarin - raw a{rwce aFr- ­9apecmo applicaaon crilerla for Its use with ft edam proMda the beet revel &protee- tion and control noel by elininaring Model W SD, ano Hip in mWo epaio- the need for additional sprinklers and a*• 6c Appr=110n Ad& spondees branchlino piping. In marry cases, an p do supan fm protection in attic attic can be entirety protwted Witt? a umn, and when ovmpan?d to $tan- just one r," of piping located Wow lord Spray 3pr(nldem cast s117rrigs are the peak of the roar using Model Be ad*wmd by akr*u" tlrarioNins me- (Back to Ewx) Spmows. Ir edlre 1e a tadala and re aeaoculted iraWatlm navel ear Model SO (SWe DkacNandl tabor. `The Specific Application SMn- or Model HIP Sprirlldem. one line d el- Wers Fer Prubmiing Attics' have urr then of areas sprirddar types Is tuffiuleht daegold taw nwat ado aW NBtwbng at each area Deing covered. For exam- Bvar pertomled for sloped attic spam, and aaeumNg Ors use of Standard They are UL Untad with their spedfle Spruy Spankers, a system in a 80 root eppBcelim guidelinea foram as ape` (19,8 ml wide attic, wah up to a 12:t2 dal aprinklem as delirmd by the NFPA. roof pltch, dealg�ed to the 2DO7 eoi- n tian of NFPA 13, would require seven.,:::;;:.:w.:,,a..•:...: The Specirre Applicatlon Adtic Sprier Ideas provide an wttBnded coverage tlrarlctdkleslacoverlhe mom portion the shlc and several edditicvla Branch , " y spacing after lstive !o the r9ettiabd lines to cover the Flip Brews. With the ` -' r' apaclrrgofstanderdSpreySprlrlWers. Tile raatlieted spat n�s ar standard 3peclrlc APPW:nWn Attic $prinkiere, ft required coverage can be etrlained Spray Spdnldars use within attics la wfih lust Hale nrancrdlns nnrdrl8 below descdbad in the 20M edition of NFPA the peak and one down each slope of 13. TOM aL6.2.21taj and Seadon 8.6,4.1A. the hlp beam.7his would mutt In ep b,•;:. „�.�, prcodmately so% less pipe needed fcx Installation. Thla reduction in Iha rrum- bar of bran&Nrm verse the cost of the pkae, fdtkl . hangers. and asso- ciatad labor by ellmlrlaiing up to live CrWmCMMea. AnOdtl r Important of the 3pe- d6c AppicazWn ASdc rinklertxtmt- lrAP[iRrAfYY Allays rdFar ro TachnhcW Defa opy la 1 .e reduction in system valuma. This vdume raduc6on may nAuft In re - Sheet TFP7W for pre 'INSTALLER doting the sas of a dry pipe valve (End WARNIMri' fflat pmvxJm ceuMm. air COMPMasw) flied paasb ly 400- for adlnrespectmhandiVeSganrffnstsi qurckar�rat�rdervarytlmae,el:mrnating Id6on olaprirrfdpr MMA3a fa arxf L`orrl- the need far an acceierefar. panenrs. JmprGjw handling and rn- atsN.ff rn rmn;,R nun-ffydammpe a spffnkfer syslem or ks campo- rwntaand caLm the sAdavar ao rarT to operate 7n a flr9 8dVallm W COUB6 It ro oparaaB pramanlfle/yt Camponw4u I - Frame 4 • BuE z Dillon e • An s cr.rrs sr,■�. 8 • GllygOr - (5' .0 1 1.1na' 1.1rA• I_� ¢7A Outi1 (a1,a nmJ r` I FLOW 4 E a 2.1rE- -2 rml t 111W_Air FEUEF + 7h a•P1.1 mnp 112'HPF� n)a K&N MEN61 rRAMC •r' CRON FLA1a APMs s9cllo0T40 N p.r<vAnoN FIGUM E MODEL HIP WITH S.B K-FACTOR SPECIRCRPPIICATION ATTIC SPRINKLERS can+r�nte� 1 • ream. s - compee■an P - Snptlrrp 60ow Al -WV 0a - Bubm 7 - Elbcacn 4 - 6u16 EpF.y 1.11116. -N2B e� y - SPFWACLER rRnrle AFMG T1 H• 4 07.2 m'n1 3 2 F3AT5 t �- 110 NPT Vila' 01.1 aura WOAmfBAL k4worw CROW WCTM Mj"MION FIGURE F MODEL AP WITH 4.2 ar 5.6 K FACTOR SPECIFIC APPLICA17ON COMBUSTTBL.E CONCEALED SPACE SPRINKLERS AP Soniilw (We NO Technical Operation Installed In the upngfa owflOon wfth their denectw paratlBi to tree roof. ltle Data ee a IP "A Modal AP Wftlom (Figuro F) are Ire i AP f5 6lk 4 21 tended to be used l0 pmvlda protec[lon Appr'ovala The glass bulb cantafrm a turd that ex - of attic: areas vursld6 the acopa of ap- UL & C-UL Listed. (The approvals mly panda when exposed to heat. Wrw the F&Ation for the BB. SD, or HIP Spnn- apply to thn service cand6ara irKS- raind temperature 1s reached, the fluid kWs. When used, the AP Sprinklers cated in the Design Criteria section on expands sufflclantly to shatter the glass will provide a hydraulic Bdmlags over p� 6 aril the DmIgn Gukiefneasac- bulb, allowing the apnnkter to activate standard Spray Sprinklers for the pro- tion an Page B.1 and WAW to now. Motion of attic areas outaWu the awpe of applict an for the Bra. 50" or HIP Pigs Thread Connection e6 (K-5.13) & SD (1 -&S) Sprinklers. 1/2 inch NPT tar K-4,2 & 5.8 3r4 inch The fuelbia Ihk awambly la comprised NPT for K-fL0 of two link have• which Bre joQred by vischnrge eoaffrcl�lt a thin layer of adder. When the rated tetnperaturs is reached, the acklar K = 4.2 GPM/ps011 (60.5 LPMlbert�y K = 5.6 GPWpol Be,6 LFIVI 174} rneBs and ** two Wyk halves se K=6.0GPM/psi 0155LI`Mnw111) alivldng the spMkler to acWete end wa��ntngw. Temperature Rating Interm/Wate Tampperalure as follows: 20d'FIAS°C far BB {K4 2 & KS 0) HIP, AP -2127/100'0 for BB (MMr 30 MODEL K S1H ►n n imam o Boor SPAN, Fri [m M1140m m FLDW, GPM WON NR"Um PRESSURE PSI {earl , Pr" Rla. owe Run 1767 , Off PIPE unrim NAxrrUN 1RAMM �ERy TIME, aer:end. aa1 tw TY41ao sac tla,3) as 1144) 22.6 (1.6) A:12 M toAaesth.n 7-V ") fat Bap 6.0 TY4491 :00tia,3) SB(1441 22.00.5) 712(58)toI MOWn1W2(W W Bea 8.0 TY4102 seer?B,3) 40(154 25.0(1,7) 11012(63) 1a M12(100) (r3 1381 6.6 TY3190 a40 OZZ to 56U 08A W (10 4d.0 P.2) 412 fA to leealhm 712 15% (d BF12 5.6 TY3181 >40 OZ,2) to 60 (1e,4 36 (144r ACLU (3A 7-12 00 to Iwsirran 10..12 [SS} {c) OBS 5.6 TY3182 a40 n2,2) to 60 08,'g 36 (1441 44LO PrZ 1Al2 (sa) to 12.12 (I(q {q Rat 5.0 TY3IW 940(12,21 25 (851 2a13 VA 4,12 i33110low *M 7' 12 (58) {cj 8a2 (,6 7Y3161 540 2,2) 26 P91 2041 VA 7'12 {Sa) to l_1hnn 10:12 (63) {q e83 B.a TY3182 sip 2,2) 25t981 20.0 OAJ 1IM2 M m 12:12 (100 (14BB5 4.2 TY218o S20 1} 13 (W US p1,7) 1112 [25) to lava then 7:12 (50 9e2 4.2 TY2181 S20 (B,1) 13 (49) 9.6 t0,7) r..12 JR to less Than 10:12 M 883 4.2 TY2182 520ic,1) 13 (48) 0.8 (A7) 1ni2 taw} 1012:12 (100) sot &e TY3183 >30 P V to s40 ra.7) 35 0321 W0 (2.7) 4'12 [d3)to Im the. 7-12 (50 t.1), SD2 6.6 TY3184 a30 CD.11 io:W (12,2) 3s (1321 34.0 97) 7:12 t54 to+mc than 1012 (am Sn3 3.e TY31s5 >3D [a.1i 10 340 02A 35 (132) 3" (2,7) IC 12 M to 12.112 000) SDI 5.0 TY3188 s70 L7,D]10 S 3Q (B,1) 26 ills? 20.8 (1,41 N.72 [88f tD Inesihen 7:12 [5£4 she rr•8 TY3184 25 (ft 20.0 (1,14 7.12 04 as less than 10:12 (0 {d sD3 &8 TY8185 a10 r3.0} a s84 (2,1) 25 (961 20.0 CIA laM @M 1n 1212 (1 Dq (Co SDI d6 TY3183 510 (3A 1g (72) 11.S&A 4:12 p9} 1011M Vhar17M2 (Slit {ci 3D2 36 TY3184 s100A 19 V2) 11.9(D.Ep 712 rya} t"laeathan 1D:1203) (cj SD3 &e TY3183 510 (3A n CM 11.8 {O,SJ 1IkV [83j to 12=17 [100j W HIP &6 i 7YM7 a20 (6.1) to 126 (B.$) 340* 36-0(2,51 4:12 PSyto 12:12 (1 (1o) tc) .AF 5.e TY3187 00 i0,1) 25 W) 2e.a (1,4) 4:12 (33r to 12:1E COO) ic) AP 56 TY310 10 0.1)1r 12 r3.6] •see note (W MhInvim 7 pal (OAS err] 1Ad 'mum 0.1❑ gpmleq. n. (d,5 narNrin) Design Danail 3,12 95) to 1212 (106) 812 (s6tta 12:12 (100) 60(d) AP 4.2 TY2100 Bc(dJ NOTES: (a) The BG arnd 8D io.f span ie'measured h.Nz 11tely {clot long thaalope) a. ehM- In Figure 1 and 2. (b) T h* HIP roar span ia me-radhormonwly as shown. in Figure 12, (d) FWfor to 2007 oWflon of NFPA 13, Soctnn 7.2.8. (a) muk win ware, dal" tlma fprall Size pf wmwme. [a) The AP rapt.Pon:s+nwae d WWRI le 80P4&, Maximum 10 feet MI m) pmpandidular to Mops by r1n"nu wn 12 fiat (3,6 no pararet to erapa HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic SpHnkler System. Date Installed 3112114 Location CALL AREA 1 Number of Sprinklers 2 Basis of Design 1. DENSITY .05gp11'11Sgft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand I. WATER FLOW RATE 261 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 30.9 psi Installed By Eire Sprinkler Systems, Inc. 13DICRC 313.3 GENERAL NOTES I. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT. 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION, 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED- 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U,L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13ED, 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY VIKING. INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA), 12. UPRIGHT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U-L. LISTED AND MANUFACTURED BY TYCO INSTALLED AT 120 SQ.FT. SPACING (SEE TECH. DATA). 13. PENDENT INTERMEDIATE TEMP, QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY VIKING INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC, OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 15. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.3.3. 16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.1 PRESSURE REGULATOR TO BE SET AT fie PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE fi (4)_2' ELEV. CONTROL BALL VALVE FINISH GRADE 1'V4r COPPER L- -1.5' ELEV. O' ELEV. 11/41, PVC *FOR REFERENCE ONLY V METER 4 P51 LOSS 1" COPPER K ER 70' MAX � 30 MAX -1.5' ELEV_ -1.5' ELEV_ M VICINITY MAP N.T.S. BELMONT COLLECTION 0 U1 0 z TRACT 32879 *PLAN 2.3153 LOT 287 154065 CANNERO CIRCLE SVWrFMSrll LA QUINTA, CA LICENSE N0. 684600 e CUSTOM, TRACT, MULTI -FAMILY AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT AND COMMERCIAL DESIGN, ENGINEERING AND LEGAL DESCRIPTION INSTALLATION ■ 705 E. HARRISON ST., SUITE 200 OCCUPANCY: R3 I U CORONA, CA92879 CONSTRUCTION: V-B 3473 PH S 51-27 -253 FA](- 951-272-2535 STORIES: 1 e BUILDING AREA: 3,801 SQ.FT. The recipient of these plans hereby acknowledges that all FIRE SPRINKLER SYSTEM. plans, details, specifications or methods of installation DESIGNED AND INSTALLED PER 2013 NFPA 13D ALL contained in this set of plans is RESIDENTIAL WITH A .45 DENSITY WITHIN AREAS. the sole property of Fire Sprinkler Systems, Inc. and that any use of tli15 set 01' IWIS is prohibited and is'a vi4ation of copyright laws without first receiving permission from Fire c...t.,l.lo.• BUILDING SUMMARY i APPROVAL STAMP CPVC TO SYSTEM 0 CONCEALED RES. PENDENT SPRINKLER a UPRIGHT QUICK RESPONSE SPRINKLER a CONCEALED RES. PENDENT SPRINKLER CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) XX NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL LEGEND APPROVAL 01cp1;1DF COUNTY FIRE DEPARTMENT l'INGHA , FSS rRRCjVAL, FOR PLANS ;(tk ONE YEAR -SUBJECT T4 '*ti�" WM APPLICABLE CODES q �10'ELEV. c� SPARE SPRINKLERS SHALL NOT BE REQUIRED TO F PROVIDED PER 5.1.1.1 r--� 8'ELEV, �-)- 1"CPVC RISER GAUGE 14-112" x 30" ACC ESS DOUR 1/2" MAIN DRAjN VALVE DRAIN TOEfTERIOR I STATIC 80-10%=72PSI RESIDUAL 20 -10% =18 PSI FACED CHLK VALVE FLOW 1500 GPMRUBBER L WATER FL0W !INFORMATION J ALL WORK FOR FIRE SPRINKLER SYSTEMS, ING_ TO BEGIN AT B.D.R. M W W J V ) LU z Oro-,�fr Wf � L W 'V hl iR 12 041 LU U CD CIJ LLJ z Q Q toLo LU CN CFn co J U -C ll•3 J co J °c' L 1 I N 0 J JOB NO: 31197 DATE: 311 0114 DRAWN BY: F.L. 0 4Q��0Y CLASSIF]GATION 01 * LICENSE NO. 684600 ��9TF OF 512E - 24" X 36" SCALE N.T.S. IF SHEET 15 LESS THAN 24' X 36" IT IS A REDUCED PRINT SCALE REDWE ACCORDINGLY HYDRAULIC NAMEPLA TE N. T5 S., UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) RISER DETAIL N.T.S. SHEET ID PLAN 2.3153 GENERAL NOTES SHEET FP1 OF FP3 r FIRE SPRINKLER PLAN SCALE: 1/4"=11_all SIZE - 314- thru 2' pipe MATERIAL - Carbon Steel FINISH - Mil GalvmLad LISTINGS - UL Lkled, Ex 4231. EEC Ml PATENT - No. 6,640.276. FUNCTION - To Support horizuntal piping - CPVC- Copper or Steal A listed hanger In all 3 mounting posillon. I e. side of vertical surface and both topside rmd underside of horizontal surface. A listed retrainee providing vertical and later restraint In all the above mounting positions. To pna am upward movement of plpa that supplles a pendent aprinW below the cr4ling- To SablBze vertical piping by providing horizontal restraint tnjb. 6ATI`1N • Per NFPA 13D- Spacer by pipe lype- Inslall on wood, nnc to or steel Snap over pipe, 1na1 squeeze strap bacK a6owing pips to slide frgely When # 905 theads are exposed In wood, InSall #904 backing nut. FA$TENERS- 'YJOOO- UL Listed per NFPA 13 CPVC pipe-#905 screw- no pre -drill Copper pipe - #906 screw - no pre -drill Steel plpe - 114"x1 112" leg acrew - no p—dill TIIM M1 gypsurn board - V4'kr ' lag screw 'STEEL' UL Liared per NFPA 13 - mm 18 GA CPVC pipe- 114" oeill 4 Tek Sa Cop— pipe - 114" or N14 Tek 8— Sit, si pipe - 1A' or#14 Tak 5nserw -CONCREI-E' Requiradminimurnloe09achfaelefw IN haler of 1 70 1Gs ar 5(aW)+25PJbe 2 FEATURES- ' 1 1Y2' 6hse[ - pipe wall ip moundng surface • 3W- and V p-pa size made with Common rang lim • L.V daalgn produces supwlor suengkh 'Offset edge alma n t s abrasion • AFCON 041 screw listed forwood ties 5-18" hex head - IncWded ORDERING - Par! # and pipe site Nominal Pipe Size (En.) 1'/" 2" 214' 3", 3, 4„ 5" 6- 8" Steel pipe except threaded iightwall N/A 12'-0' 12'-4" 15-0" 15'-0" 15'-0' 15-0" 15-0" 15' 0" 15'4" 15'-0" 15'-0' Threaded lightwail steel NIA 12'-0" 12'-0" 12'-0' 12'-0" 12'-0' 12'-0" NIA NIA NIA NIA NIA pipe Copper tube 94' 8'-0' 10'-0" 10'-0' 12'-0" 12'-0' 12'-0" 15'-0' 15'-0" 15'-0" 15'-0" 15'-0' CPVC 64' 6-0" F-6" 7'-0' 8'-0' 9'-0' 10'-0" NIA NIA NIA NIA NIA Polybulylene (IPS) NIA 3'4' 4'-7" 5-0' 6-11" NIA NIA NIA NIA NIA N/A N1A Polybutylerse (CTS) 2'•11" 3'4" 3'41" 4'-0" 5'-5" NIA NIA NIA NIA NIA NIA N1A Ductile iron pipe NIA NIA NIA NIA NIA 151-0' NIA WA 15'-G" NIA 15'-0" 16-0' 5 74 �; , EEL - COPPER - C, P. V. C. HANGER NOT TO SCALE �B E3� �A I k SIZE & PIPE TYPE - 3I4' THRU 3" C-.P.V.C. PIPE k leri.kr+� t1L LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEN SPACE BY PIPE TYPE FASTENERS - in WOOD-. 314" - 3" CPVC PIPE - 4905 SCREW - NO PRE -DRILL in STEEL; 3I4" - 3' CP`-fC PIPE - 1X' OR #14 TEK SCREW Nominal Pipe Size (in-) 1114" I1W 2" 2'/z' 3" 3!/2' 4" 5" 8' $" Stec! pipe except threaded lightwall N/A 12'-T 1Z-0' 15'-0" 16-0" 1F-O" W-0" 15'-U' 16-0" 15'-0' 15'-0' 15'-0" Threaded lightwall steel pipe NIA 12' 0" 12'-0" 12'-0' 1Z-0" 12-0" 1Z-0" NIA NIA NIA NIA NIA Copper tube 8'-0" 8'-0" 10'-0" 10'-0' 1Z-0" 12'-0' 12'-0" 15' 0" 19-0' IN-W 15'-0" 15'-0" CPVC 5'-6" 8'-0" 6-6" TV V-O' 9'-0" 10'-0' NIA NIA NIA N(A NIA PolybutyIene (I PS) NIA T-9" 4'-7' 5'-0" 5'-11" NIA NIA NIA NJA NIA NIA NIA Polyb*lene (CTS) 2'-1V 3'-4' 3'-11" 4'-5" S-5" NJA NIA NIA NIA NIA N(A NIA Ductile iron pipe NIA NIA NIA NIA NIA 15'-0' NIA NIA 15'-0" NA 15'-U" 15,-0' 5 7v ,�; rEEL - COPPER - C. Pr Vr C. HANGER NOT TO S_;ALE TOTAL LIVING AREA - 3,183 SQ. FT. GARAGE AREA- 618 SQ. FT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2013 ED. NOTES- 1 - ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED- 2. ALL PIPES TO BE %" CPVC, UNLESS OTHERWISE NOTED. 3. PIPE CLEARANCES MUST BE IN ACCORDANCE WITH NFPA 13-9.3.4. 4- HANGERS SHOWN FOR REFERENCE PURPOSES ONLY. HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAU WITHIN THE ATTIC, RISER PIPE AND FITTINGS TO BE 3/4' CPVC WHICH WILL BE INSULATED ALL AROUND. 6. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE. PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2013 NFPA 13D 7.7)" 7. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.3.2.) 8. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft. (2) THE LEAST DIMENSION DOES NO EXCEED 3ft. (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 9. 8.2.5.3.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 0 z LICENSE NO.694600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL ■ DESIGN, ENGINEERING AND INSTALLATION 0 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272.2535 • The reciplent of these plans hereby acknowledges that all plans, details, specifications. or methods of installation contained in this set of plans is the sale praperiy of Fire Sprinkler 3pro s, Inc. and that any use of this set flf p#erns is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Svstems. H Z d M u3 t t a LO to w LLI Z t I] � Y � k CI] 7 7 r z d iQ -?< U k V} CL r r CD W 0 N W � d b -Jy L rd Lf] u7 CD LU r N IL W J < LL [V tD to , 0 O T U < 03 M (P k d Ll7 Y J O U] J LU F-c ❑o�a�Lu o z fC a Z Z d Z >> w_ L7 `~ I"� M U 1,3 _j LU r< CID 0 J JOB NO: 31197 DATE: 311 0f 14 DRAWN BY: F.L. C i 10 �+ Qom❑ ���� ��. CLASSEFIEI t C-16 * LICENSE NO, 684600 CAL1F�¢�ti SIZE - 24' X 35" SCALE 114' a 1' IF SHEET IS LESS THAN 24" X 36" IT 1S A (REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID 1 PLAN 2.3153 FIRE 6PRINKLER PLAN SHEET FP2 OF,EP,3 DATE: 3/12/2014 S:\2014\31197Y"a7TC\PLAN 3153.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELMONT COLLECTION "PLAN 3153" LA QUINTA, CA TRACT 32879 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALL AREA 1 Date: 3/12/2014 File No: 31197 Data File Name: PLAN 3153.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(16xl6) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 14 18.0 72.0 28.0 2 13.0 7.6 14 31.1 72.0 51.1 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 3/12/2014 S:\2014\3119r' -jC\PLAN 3153.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 30.00 B ---- -1.5 SRCE ---- 18.0 3.29 28.0 ---- 31.1 9.07 51.1 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 24.7 ---- 0.25 0.00 42.0 2 2 70.00 3L -4.0 -1.5 ---- ---- 18.0 1.82 24.7 ---- 31.1 5.01 42.0 150 3 1.360 21.0 ---- -1.5 ---- ---- 0.02 0.00 18.9 ---- 0.06 0.00 33.0 3 3 4.00 LG ---- -1.5 ---- ---- 18.0 0.20 18.9 ---- 31.1 0.55 33.0 150 4 1.265 3.0 -- 2.0 -5 5 0.03 1.52 17.2 5 0.08 1.52 30.9 4 4 6.00 3RS ---- 2.0 -5 5 13.0 0.52 17.2 5 26.1 1.89 30.9 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.03 2.60 14.1 ---- 0.11 2.60 26.4 5 5 2.00 150 10 1.101 6 10 22.50 150 11 0.874 7 11 16.00 150 12 0.874 8 12 76.00 150 13 0.874 9 13 2.00 150 14 0.874 10 13 9.00 150 15 0.874 11 15 2.00 150 16 0.874 12 15 8.50 150 17 0.874 13 17 29.00 150 18 0.874 14 18 30.00 150 12 0.874 15 17 5.00 150 19 0.874 C ---- 8.0 ---- ---- 13.0 0.09 14.1 ---- 26.1 0.33 26.4 1.0 ---- 10.0 ---- ---- 0.03 0.87 13.1 ---- 0.11 0.87 25.2 LBR ---- 10.0 ---- ---- 13.0 2.88 13.1 ---- 26.1 10.46 25.2 8.0 ---- 10.0 ---- ---- 0.09 0.00 10.2 ---- 0.34 0.00 14.8 2R ---- 10.0 ---- ---- 8.2 0.73 10.2 ---- 16.2 2.55 14.8 2.0 ---- 10.0 ---- ---- 0.04 0.00 9.5 ---- 0.14 0.00 12.2 B9R ---- 10.0 ---- ---- 5.0 1.40 9.5 ---- 8.9 4.14 12.2 12.0 ---- 10.0 ---- ---- 0.02 0.00 8.1 ---- 0.05 0.00 8.1 B ---- 10.0 --- ---- 13.0 0.47 8.1 ---- 13.0 0.47 8.1 3.0 ---- 10.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 B ---- 10.0 ---- ---- -8.0 0.46 8.1 ---- -4.1 0.13 8.1 3.0 ---- 10.0 ---- ---- -0.04 0.00 8.6 ---- -0.01 0.00 8.2 B ---- 10.0 ---- ---- 0.0 0.00 8.6 - - 13.1 0.48 8.2 3.0 ---- 10.0 4.71 ---- 0.00 0.00 8.6 13.1 0.10 0.00 7.7 R ---- 10.0 ---- ---- -8.0 0.37 8.6 ---- -17.2 1.50 8.2 1.0 ---- 10.0 ---- ---- -0.04 0.00 8.9 -- - -0.16 0.00 9.7 B6R ---- 10.0 ---- ---- -3.3 0.28 8.9 ---- -7.3 1.22 9.7 9.0 ---- 10.0 ---- ---- -0.01 0.00 9.2 ---- -0.03 0.00 10.9 B7R ---- 10.0 ---- ---- -3.3 0.29 9.2 ---- -7.3 1.29 10.9 10.0 -_-- 10.0 ---- ---- -0.01 0.00 9.5 ---- -0.03 0.00 12.2 B ---- 10.0 ---- ---- -4.8 0.12 8.9 ---- -9.9 0.46 9.7 3.0 ---- 10.0 ---- ---- -0.01 0.00 9.0 ---- -0.06 0.00 10.2 16 19 69.50 2B5R ---- 10.0 ---- ---- -4.8 1.18 9.0 ---- -9.9 4.60 10.2 150 11 0.874 11.0 ---- 10.0 ---- ---- -0.01 0.00 10.2 ---- -0.06 0.00 14.8 DATE: 3/12/2014 S:\2014\31197r' C\PLAN 3153.rdf f Page 3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 1 at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 13.96 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 7.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.06 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. DATE: 3/12/2014 S:\2014\31197r' C\PLAN 3153.rdf Page 4 HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31197rr-*",\PLAN 3153.rdf Page 5 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I I ) 15.OI 7.5 r P B WATER SUPPLY CURVE C 0.0 04 8 12 16 20 24 28 32 FLOW (GPM) 36 40 Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 18.0 gpm 72.0 psi @ 31.1 gpm B = Required Water Supply D = Required Water Supply 28.0 psi @ 18.0 gpm 51.1 psi @ 31.1 gpm DATE: 3/12/2014 S:\2014\31197�''r \PLAN 3153.rdf r Page 6 DATE: 3/12/2014 S:\2014\31197r \PLAN 3153.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR BELMONT COLLECTION "PLAN 3153" LA QUINTA, CA TRACT 32879 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 3/12/2014 File No: 31197 Data File Name: PLAN 3153.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Viking Descr: VK457 Conc.Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 72.0 psi Resid: 18.0 psi F1ow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 19 25.0 72.0 48.2 19 25.0 72.0 48.2 DATE: 3/12/2014 S:\2014\31197f C\PLAN 3153.rdf Page 2 . r RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 30.00 B ---- -1.5 SRCE ---- 25.0 6.05 48.2 ---- 25.0 6.06 48.2 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.17 0.00 42.2 ---- 0.17 0.00 42.2 2 2 70.00 3L -4.0 -1.5 ---- ----- 25.0 3.34 42.2 ---- 25.0 3.34 42.2 150 3 1.360 21.0 ---- -1.5 ---- ---- 0.04 0.00 34.8 ---- 0.04 0.00 34.8 3 3 4.00 LG ---- -1.5 ---- ---- 25.0 0.37 34.8 ---- 25.0 0.37 34.8 150 4 1.265 3.0 ---- 2.0 -5 5 0.05 1.52 32.9 5 0.05 1.52 32.9 4 4 6.00 3RS ---- 2.0 -5 5 20.0 1.16 32.9 5 20.0 1.16 32.9 150 5 1.101 11.0 ----- 8.0 ----- ---- 0.07 2.60 29.2 ---- 0.07 2.60 29.2 5 5 2.00 150 10 1.101 6 10 22.50 150 11 0.874 7 11 16.00 150 12 0.874 8 12 76.00 150 13 0.874 9 13 2.00 150 14 0.874 10 13 9.00 150 15 0.874 11 15 2.00 150 16 0.874 12 15 8.50 150 17 0.874 13 17 29.00 150 18 0.874 14 18 30.00 150 12 0.874 15 17 5.00 150 19 0.874 C ---- 8.0 ---- ---- 20.0 0.20 29.2 ---- 20.0 0.20 29.2 1.0 ---- 10.0 ---- ---- 0.07 0.87 28.1 ---- 0.07 0.87 28.1 LBR ---- 10.0 ---- ---- 20.0 6.39 28.1 ---- 20.0 6.39 28.1 8.0 ---- 10.0 ----- ---- 0.21 0.00 21.7 ---- 0.21 0.00 21.7 2R ---- 10.0 ---- ---- 11.2 1.29 21.7 ---- 11.2 1.29 21.7 2.0 ---- 10.0 ---- ---- 0.07 0.00 20.4 ---- 0.07 0.00 20.4 B9R --- 10.0 ---- ---- 5.1 1.47 20.4 ---- 5.1 1.47 20.4 12.0 -- 10.0 - - 0.02 0.00 19.0 ---- 0.02 0.00 19.0 B -- 10.0 ---- ---- 0.0 0.00 19.0 ---- 0.0 0.00 19.0 3.0 ---- 10.0 ---- ---- 0.00 0.00 19.0 ---- 0.00 0.00 19.0 B ---- 10.0 ---- ---- 5.1 0.20 19.0 ---- 5.1 0.20 19.0 3.0 ---- 10.0 ---- ---- 0.02 0.00 18.8 ---- 0.02 0.00 18.8 B ---- 10.0 0.0 0.00 18.8 ---- 0.0 0.00 18.8 3.0 ---- 10.0 ---- ---- 0.00 0.00 18.8 ---- 0.00 0.00 18.8 R ---- 10.0 ---- ---- 5.1 0.16 18.8 ---- 5.1 0.16 18.8 1.0 ----- 10.0 ---- ----- 0.02 0.00 18.6 ---- 0.02 0.00 18.6 B6R ---- 10.0 ---- ---- -6.1 0.89 18.6 ---- -6.1 0.89 18.6 9.0 ---- 10.0 ---- ---- -0.02 0.00 19.5 ---- -0.02 0.00 19.5 B7R ---- 10.0 ---- ---- -6.1 0.94 19.5 -- -6.1 0.94 19.5 10.0 ---- 10.0 ---- ---- -0.02 0.00 20.4 ---- -0.02 0.00 20.4 B ----- 10.0 ---- ---- 11.2 0.57 18.6 ---- 11.2 0.57 18.6 3.0 ---- 10.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 16 19 69.50 2B5R ----- 10.0 4.71 20.0 -8.8 3.69 18.0 20.0 -8.8 3.69 18.0 150 11 0.874 11.0 ----- 10.0 ---- ---- -0.05 0.00 21.7 ---- -0.05 0.00 21.7 DATE: 3/12/2014 S:\2014\31197 2\PLAN 3153.rdf Page 3 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, The maximum velocity of water flow occurs in pipe 6 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 10.69 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 7.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.11 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. DATE: 3/12/2014 S:\2014\31197-\PLAN 3153.rdf -� Page 4 ' HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31197 r/`" \PLAN 3153.rdf Page 5 75.0 67.5 1 P 60.0 R E 52.5 S S 45.0 U R 37.5 E WATER SUPPLY CURVE C NO { 30.0 P 22.5� S I I- 15.0 7.5 0.0 04 8 12 16 20 24 28 FLOW (GPM) 32 36 Static = 72.0 psi, Residual = 18.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 48.2 psi @ 25.0 gpm 48.2 psi @ 25.0 gpm Z Residential Connection Charge Estimate Date: May 20, 2014 Customer Name: Lennar Homes, Inc. Phone No. (951) 817-3526 Parcel No. 767-780-064 Geo. 06-07-15-2 Address: 54065 Cannery Cir., La Quinta LID: 669198 Block No. Lot No. 287 Size of Lot: 12,197 sq. ft. Tract No. 32879 Type of Service: R-1: 0 Duplex: ElTriplex: ❑ Apts: ❑ SWSC: $ - Acres: SWSC: $12,218.00 /aCi•@ WSBFC: $ 3,707.00 SCC: $ 4,851.00 Treatment: $2,395/edu Collection: $1,836/edu Meter: $ 400.00 Meter size: 1 inch Meter surcharge: $ 2,479.00 Service size; 1 inch Service: $ - Meter & Service: $ _ Baccflow: $ _ Other: $ _ (see explanation below) Sewer Lateral: $ _ Total: $ 11,437.00 - Other: Abandon / Relacate Information Supplied By Customer DD psilz Water iD!tmand* Max. Flow= - 15-20 gpm Min. Pressure= 60 psi Fire Sprinkler Demand* Max. Flow= Min. Pressure= System Type: 31.5 gpm 49 Multi 21 Stand Alone ❑ * CVWD USES WORST CASE CONDITION CVWD System Data Service Connection" Max. Flow*= 31.5 9PM Inlet Pressure= 75 psi Outlet Pressure= 49 psi Meter Size = 1 inch Service Size= 1 inch ** For Calculation Purposes- Service Conn ion Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 32879, Griffin Ranch. The SIWSC was paid on 12/8/06, MCR No. 117391. Per Construction Dwg. No.. 34586 there is an existing 1" service and per Dwg. No. 34613 there is a sewer lateral. E-mail Invoice to: larry.liebel@lennar.com & uirich ---- PZ 14-5480 Technician: Sandra Villalobos Approved by: Date: ��-`��� L �7"�— cvwd-950 *********Thic is hict = rll lnTF oil font pro ciihiort to Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM D New M Re-Submiftal # 1 D As -bunts 3 Fire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA MI I Phone: (760) 863-8886 -- Fax: (760) 863-7072 JUN 0 5 '2014 RWEJU1Z)E COUNTV FZU JPR0TWnPALM �T 601�8 86 Plans Recery BELMONT / TRACT 32879 / PLAN 3153 MODEL M" Z Project Name: I have read and understand that Fire Dept. fees are LOT 287 / 54-065 CANANERO CIRCLE Deposit Based Fees and there may be additional Address: money due to r after project final. LA QUINTA Sign: J_V City & Zip: Print: 14Y DESCOTEAUX ���"c • .�,,..k-�. ems..- *-�, Cz•<'zw' �"'^.�^^ .�----, •.• • h _� �,.;; an}a.1Cifon*,Y .�: =:r ills `In%r CONTACT PERSON: AMY DESCOTEAUX BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address: City & Zip CORONA, CA 92879 Phone No.: 800-915-3473 Fax:951-272-2535 Email: AMYD@FIREINC.NET City & Zip Phone No.: Fax: Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this oermif. Any chances in billing information must be made in wrMna to our office. O Commercial O Industrial 0 Residential D Special Event ❑ Other ❑ Building O Building Tenant Improvement ❑ High Fire Area O Underground Water D Sprinkler System ❑ TI Sprinkler System 0 Sprinkler Monitoring 0 Fire Alarm System ❑ Hood & Duct Suppression System O Other Suppression System O Spray Booth O Cell Site O High Pile/Racks ❑ Other: Sforaae Tank Submittals: O Dispensers Only O Above Ground ❑ Underground Office Use• Fee Paid: Called for Pick -Up Reviewed by: Date Paid: 6, r3 -ry Date: /6/By. PC Review Date: Check#: 0 Approved O Denied Picked -Up Received By: Plans Stamped: ©Yes ONO Date By: t Letter Attached: OYes ONO Receipt#(OCR) Job Card Included: ElYes ❑No Shipped By / Method Form 1 - Revised 10/27/2010 Visit us at www.rvcfire.or Riverside County Fire Departrr _.it Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM 0 New ❑ Re -Submittal # Permit No.-�y-,�Sa 0-j2- Project Information (Please Print) ❑ As-builts Project Name: BELMONT / TRACT 32879 / PLAN 2 MODEL Address: LOT 287 / 54-065 CANNERO CIRCLE City & Zip LAQUINTA Contact Information CONTACT PERSON: AMY DESCOTEAUX i rir�_ otection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Office Use Only Plans -Received have read and understand that Fire Dept. fees are Deposit Based Fees and there may be additional money dv r after proiect final. Sign: Print: A ESCOTEAUX Billing Information me as Contact Info BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address: City & Zip CORONA, CA 92879 City & Zip Phone No.: 800-915-3473 Fax:951-272-2535 Phone No.: Email: AMYD@FIREINC.NET raITO I Fax: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type (_Check appropriate items)_ ❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water El Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring Q Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: `a DatbPaid: Check#: a,ZO 777 Received By: f Receipt#(OCR) Reviewed by: I is& h PC Review Date: ❑ Approved ❑ Denied Plans Stamped: ❑Yes ENo Letter Attached: ®Yes ❑No Job Card Included: ❑Yes ❑No Form 1 —Revised 10/27/2010 Visit us at www.rvcfire.org Called for Pick -Up Date: By: Picked -Up Date: By: Shipped By / Method PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE Rumooux CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 -RIVERSIDE COUNTY FIR _)EPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www. rvcfire. org June 13th, 2014 Fire Sprinkler Systems, Inc. 705 E. Harrison St. Ste. 200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-032, Belmont 54065 Cananero Cir. Lot 287,. La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum 1/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 -RIVERSIDE COUNTY FIR -)EPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org March 28, 2014 Fire Sprinkler Systems 705 E. Harrison St. #200 Corona, CA Re: Residential Fire Sprinkler Review LAQ-I4-RS-032 Belmont 54-065 Cannero Circle Lot 287 La Quinta, CA The Riverside County Fire Department Planning & Engineering personnel have reviewed your sprinkler plans for the above referenced project. Please be advised that your plans require the following corrections: Please provide the following information in your next submittal: 1) Provide a recent (within 6 months) Residential Connection Charge Estimate form from CWVD. NO inspections will be performed until Riverside County Fire Department Planning & Engineering staff has approved the corrected plans. All questions regarding the meaning of these conditions should be referred to the Riverside County Fire Department Planning & Engineering staff at (760) 863-8886. Sincerely, Jason Stubble Fire Safety Specialist Cervantes, Thomas@CALFIRE Subject: LAQ-I4-RS-032 - GRIFFIN RANCH-BELMONT LOT 287 - RES SPK FINAL Location: 54065 CANANERO CR., LA QUINTA Start: Thu 10/9/2014 1:00 PM End: Thu 10/9/2014 2:30 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Carlos Phone#: Co. Name: FSS Cell#: CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. batterytest Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu a/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage _ Primary piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves x Final r Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: 2 : GD Finish Time: 2: ! Start Time: I I Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-032 - GRIFFIN RANCH-BELMONT - RES O.H. ROUGH Location: 54065 CANNANERO CIRCLE, LOT 287, LA QUINTA Start: Wed 8/6/2014 10:30 AM End: Wed 8/6/2014 11:30 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Junior Phone#: 951-733-0485 Cell#: Co. Name: FSS CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/veloci Flush 24 hr. batte test Final Sprinkler monitoring SPRINKLER U.G. I Final j Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu e/ re -action Weld inspection Final X Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary i in In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off I High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Riversid C e ounty FirE Lepartment Fire Protection Planning Section Riverside Office: 2300 Markel St., Ste. M% Fut mide, CA W501 Ph. [951] 9554777 Fas (951 } 455-48B6 Murd0a OfFce: 39493 Los Auuaos Rd., SIC A. 1jur"ta, CA 9256.1 Ph. (951 )600.6160 Fax (951 )800{164 Palm Deserl 0115ce- 77-933 Las MOW anas Rd., a 201 Palm Deserr- Cc. 9221 1-4131 Ph, (7601863-g886 (760) 863-7072 Fire Department Clearance/Release Date: 10-09-14 To: La Quinta B & S Fax: Tract/Parcel Map #: Griffin Ranch -Belmont Lot 287 Permit/Lot #: LAQ-14-RS-032 Job Site Address: 54065 Cananero Circle La Quinta Ca Approved Final For Recordation Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. Authorizing Signature ease -N() ---,A CIE1Z VP1 Print Name Form C — Revised 7282014