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LAQ-14-RS-035 Pimlico Plan 2xADDITIONAL SITES CHRONOLOGY CONTACTS CONDITIONS Description: 4,820SF DWELLING/VB/RES-3/CLASS A-FR/13D Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 12/18/2013 Parcel No: 767790053 Site Address: 81310 STORM CAT CT LA QUINTA,CA 92253 Approved: 2/28/2014 Subdivision: TR 32879 Block: Lot: 214 Issued: Lot Sq Ft: Building Sq Ft: Zoning: Finaled: Valuation: $312,808.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-035. SEE FIRE FOLDER. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES- RES 27000003650500 $282.02 $282.02 3/25/14 Total Paid for ART IN PUBLIC PLACES-RES: $282.02 $282.02 BLDG PC 200K-1M 10160003428200 $1,359.01 $1,359.01 3/25/14 Total Paid for BLDG PC 200K-1M: $1,359.01 $1,359.01 BLDG STDS ADMIN (SB1473)10100002030600 $13.00 $13.00 3/25/14 Total Paid for BLDG STDS ADMIN (SB1473): $13.00 $13.00 Printed: Wednesday, February 28, 2024 2:54:40 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1630 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF CIVIC CENTER - RES 25200003650000 $942.00 $942.00 3/25/14 Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00 DIF COMMUNITY CENTERS-RES 25400003650000 $129.00 $129.00 3/25/14 Total Paid for DIF COMMUNITY CENTERS-RES: $129.00 $129.00 DIF FIRE PROTECTION- RES 25700003650000 $433.00 $433.00 3/25/14 Total Paid for DIF FIRE PROTECTION-RES: $433.00 $433.00 DIF LIBRARIES - RES 25300003650000 $344.00 $344.00 3/25/14 Total Paid for DIF LIBRARIES - RES: $344.00 $344.00 DIF PARK MAINT FAC - RES 25600003650000 $40.00 $40.00 3/25/14 Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 25100003650000 $2,048.00 $2,048.00 3/25/14 Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00 DIF STREET MAINT FAC- RES 25500003650000 $116.00 $116.00 3/25/14 Total Paid for DIF STREET MAINT FAC-RES: $116.00 $116.00 DIF TRANSPORTATION - RES 25000003650000 $2,842.00 $2,842.00 3/25/14 Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 MULTI-SPECIES (MSHCP) FEE 10100002031000 $1,278.00 $1,278.00 3/25/14 Total Paid for MULTI-SPECIES (MSHCP) FEE: $1,278.00 $1,278.00 PERMIT FEES 0 $636.71 $636.71 3/25/14 PERMIT FEES 0 $203.80 $203.80 3/25/14 Printed: Wednesday, February 28, 2024 2:54:40 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1630 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES PLUMBING 2013 - UNDERGROUND PLUMBING KIRK KIRKL 4/2/2014 4/2/2014 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PERMIT FEES 0 $309.86 $309.86 3/25/14 PERMIT FEES 0 $369.51 $369.51 3/25/14 Total Paid for PERMIT FEES: $1,519.88 $1,519.88 PLAN CHECK, ELECTRICAL 10160003428200 $72.24 $72.24 3/25/14 Total Paid for PLAN CHECK, ELECTRICAL: $72.24 $72.24 PLAN CHECK, MECHANICAL 10160003428200 $181.14 $181.14 3/25/14 Total Paid for PLAN CHECK, MECHANICAL: $181.14 $181.14 PLAN CHECK, PLUMBING 10160003428200 $340.90 $340.90 3/25/14 Total Paid for PLAN CHECK, PLUMBING: $340.90 $340.90 PLAN CHECK, SFD GRADING 10160003428200 $143.00 $143.00 3/25/14 Total Paid for PLAN CHECK, SFD GRADING: $143.00 $143.00 STRONG MOTION (SMI) - RES 10100002030800 $31.28 $31.28 3/25/14 Total Paid for STRONG MOTION (SMI) - RES: $31.28 $31.28 TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 3/25/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,951.91 $13,951.91 Printed: Wednesday, February 28, 2024 2:54:40 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1630 BOND INFORMATION PLUMBING 2013 - SEWER CONNECTION KIRK KIRKL 4/2/2014 4/2/2014 APPROVED BUILDING 2013 - SLAB KIRK KIRKL 4/17/2014 4/17/2014 APPROVED BUILDING 2013 - ROOF NAIL KIRK KIRKL 4/17/2014 4/17/2014 APPROVED BUILDING 2013 - FOOTINGS KIRK KIRKL 4/17/2014 4/17/2014 APPROVED BUILDING 2013 - OKAY TO WRAP KIRK KIRKL 5/12/2014 5/12/2014 APPROVED BUILDING 2013 - FRAMING KIRK KIRKL 5/19/2014 5/19/2014 APPROVED BUILDING 2013 - INSULATION KIRK KIRKL 5/20/2014 5/20/2014 APPROVED BUILDING 2013 - DRYWALL NAIL KIRK KIRKL 5/22/2014 5/22/2014 APPROVED BUILDING 2013 - LATH KIRK KIRKL 5/23/2014 5/23/2014 APPROVED PLUMBING 2013 - GAS LINE / GAS TEST KIRK KIRKL 6/12/2014 6/12/2014 APPROVED ELECTRICAL 2013 - TEMP USE OF PERMANENT POWER KIRK KIRKL 6/25/2014 6/25/2014 APPROVED FINAL**KKI 8/20/2014 8/20/2014 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 2:54:40 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1630 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/22/2017 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2016-0043 - CERTIFICATE OF OCCUPANCY.pdf 1 Printed: Wednesday, February 28, 2024 2:54:40 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-13-1630 January 13, 2012 Sprinkler '149m 13DICRC 313.3 GENERAL NOTES 1 f The Viking Corporation, 210 N industrial Park Drive, Hastings MI 49058 Telephone: 26M45-8501 Technical Services: 877-384-6464 Fax: 289-818-1680 Email- techsvcs@vikingcorp.com 1. DESCRIPTION Viking Freedon-P Residential Pendent Sprinkler VK468 is a small, thermosensitive, glass - bulb residential sprinkler available in several different finishes and temperature ratings to meet varying design requirements. The orifice design, with a K-Factor of 4.9 (70.6 metrict), - allows efficient use of available water supplies for the hydraulically designed fire -protection system. The glass bulb operating element and special deflector characteristics meet the 1l� challenges of residential sprinkler standards. I 1 2. LISTINGS AND APPROVALS � ! uL as cJJLus Listed; Category VKKV11 Y NYC Approved: MEA 89-92-E, Volume 35 r`, . NSF Certified: NSFIANSI Standard 61, Drinking Water System Components Refer to the Approval Chart an page 1490 and Design Criteria on page 149r for WLus 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: 112" (15 mm) NPT Nominal K-Factor: 4.9 U.S- (70-6 metric?) 1Methc Kfactor measwenv�ra stover Is in W. Men preSture is measured in kPa, divide [he metric Mactcr shown by 100. Glass -bulb fluid temperature rated to -65 'F (-55 'Q Overall Length- 2-114" (58 mm) Material Standards: Frame Casting: Brass UNS-C64400 or QM brass Viking Tachnlcal Data may be found on Deflector: Brass UNS-C23000, Phosphor Bronze UNS-051040, or Brass The Wing Corporation's Web slie at UNS-C26000 httpJ1v4wuuv1kinggroupinc-c om_ Bulb: Glass, nominal 3 mm diameter BeRev iIle Spring Sealing Assembly Nickel Alloy, coated on berth sides with The Web site tT ay include a more recent Teflon Tape edition of tits Technical Data Page. Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel iJ NS-S30400 Compression Screw. Brass UNS-C36000 Ordering Information: (Also refer bothe current Viking price list_) Sprinkler, Base Part No. 13637 Order Sprinkler VK46B 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-Enloy° F, and White Polyester = ivEIW Temperature Suffix: 155 "F (68 °C) = B, 175 °F (79 °C) = D For example, sprinkler VK468 with a Brass finish and a 155 °F (68 `'C) temperature rating = Part No- 13637AB. Available Finishes And Temperature Ratings: Refer to Table 1- Acca:ssarfes: (Also refer to the "Sprinkler AC0eSSOFIQS" section of the Viking data book.) Sprinkler Wrenches: A Standard Wrench: Part No- 10896W1B {available since 2000) F3. Wrencili for recessed sprinklers: Part No 13577WiB` (available since 2006) C Optional Proteriiv . iprulklor trap RemoverlEscutcheon Installer Tool" Part No 15915 (available since 2010.) 'A Y,' ratchet is requited [not nvm[Eible Fran Viking). "Arlows use from the floor by attaching a length of V diameter CPVC tubing to the too]. Ideal for sprinkler cabinets Refer to Bulletin F_051608. Form No. F_012706 Replaces page 149rn-•t, dated March IS. 2011. (Revised sprinkler materials and added reference to TIA 1028R.) Sprinkler Terflperature u Ambtent Maxim rr1 Sprinkler Nominal Butte Color Classification Temperature Hating' Ge ling Temperatum4 OFdinary 155 ' F (68 C) 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 tempemture rating is sinmped co the deflector. ' Based on NFPA-13. other Limits m't ay apply, depending on m loading, sprinkler focaticn. and other requirements of the Authority HaArtg Jurisdiction. Refer to specific installation standards. Approval Chart-Tempeatue Kee Residential Pendent sprinkler VK468 j Fmish A'^ " EaaAd eon 4'[applka6le) For systems designed to NFPA 13D10 or NFPA 13R. For systems designed to NFPA 13, refer to the design criteria on page 149r, Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Overall Length Inches mm U.S. metric' Inches mm Part Number' SIN Working Pressure 13637 VK468 112 15 4.9 70-6 178 psi (12 bar) 2-114 58 Listings and Approvals,' Maximum Areas of Coverage' Minimum Water Supply Requirements" (Refer also to Design Criteria on page 149r.) CiJLuse NYC' NSFa Installed below smooth, flat, horizontal ceilings, including ceilings with slopes up to and including 2112 12 fit, x 12 ft. (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) A1X A1X A1X 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 AIX 16ft. x16ft. (4.9mx4.9m) 13gpm @7.0psi (49.2Umin @0.48bar) A1X AIX AIX 18 ft. x 18 ft- (5.5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0-$3 bar) A1X A1X AIX 20 ft. x20 ft. (6-1 m x 6.1 m) 20 gpm @ 16.7 psi (75.7 Umin @ 1,15 bar) A1X Aix A1X installed below horizontal ceilings wlth beams'. 12 ft. x 12 ft. (3.7 m x 3.7 m) 13 gpm{& TO 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) B1X B1x six 16 ft- x 16 ft. (4-9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) B1X B1x 131x 18 ft. x 18 fit. (5-5 m x 5.5 m) 17 gpm @ 12.0 psi (64.4 Umin @ 0.83 bar) B1X 5 1 A B1X 20 ft, x 20 ft. (6.1 m x 6.1 m} 20 gpm @ 16.7 psi (75.7 Umin @ 1,15 bar) B1x 81x B1x installed below ceilings with slopes" up to and including a 8112 (33.7°) pitch. Refer to Figure 5 on page 149q- UL NYC NSF1 20 ft. x 20 ft- (6.1 rn x 6.1 m) 21 gpm @ 18.4 psi (79.5 Umin @ 1.27 bar) BiX see Footnote T. B1X 20 ft. x 20 ft. (61m x 6.1 m) 23 gpm @ 22-0 psi (83.4 Umin @ 1.52 bar) C1?C see FnotrzeQ 7 CtX Approved Temperature Ratings Approved Finishes Approved Escutcheons A - 155 °F (68 °C) and 175 4F (79 °C) 1 grass, Chrome-Enloym, White, and X - Standard surface -mounted escutcheons or the Micro B - 155 7(68 °C) fasts Model F-1 Adjustable Escutcheon, or recessed with C - 175 °F (79 °C) 81ack�2 the Micromati& Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Part number shown is the base part number. For complete part number. refer to current Viking price list schedule. ' 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 ' This chart shows the listings and approvals available at the time of printing. Other approvals may be in process_ Check with the manufacturer for any additional approvals. '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. 5 Listed by Underwriter's Laboratories for use in the U.S. and Canada. IAces pted for use, City of New York Department of Buildings, ME-4 Number 89-92-E, Vol. 35, 7 Meets New York City requirements, effective July 1, 2008. ° Tested and Certified by NSF (National Sanitation Foundation) to NSFiANSI Standard 61, Drinking Water System Components. I Listings are for residential occupancies with smooth, flat, horizontal ceilings or horizontal ceilings with bearnT . includes ceilkigs with slopes up to and including a 2112 (9-5') pitch. (For beam ceiling design aiferia, refer to Beam Ceiing Guidelhes and F6gums 6 through 713 on pages 149s-t). 1°Refer to TiA 1028R slope ceiling criteria exceptions. "Areas under sloped ceilings must be measured along the ceiling slope. Actual floor coverage in the horizontal plane under sloped ceilings will be less than the fisted area of coverage. 120ther paint colors are available on request with the same WLus Listings as the standard finish colors_ DEStGIV_CRITERIA {Xso re'ft§r lothe Approval ChaO on page 149o.) WLus Listing RaaufremenL& When using Viking Residential Pendent Sprinkler VK468 for systems designed to NFPA 13D or NFPA 13R. apply the listed areas Of Coverage and minimum water supply requirements shown in the Approval Chart on page 149o. Fors ems designed to NFPA 13: The number of design sprinklers is to be the four contiguous most hydraulically demanding sprinklers. The mini- mum required discharge ffom each of the four sprinklers is to be the greater of the following: The flaw rates given in the Approval Chart on dala page 1490 for NFPA 13D and NFPA13R applications for each listed area of coverage, 2L Calculated based an a minimum discharge of 0.1 gpmisq. ft. over the "des gn area' In accordance with sections 8.5.2.1 or 8.6.2.1.2 of NFPA 11 Minimum distance between residential sprinklers: 8 ft. (2.4 In). VK468 CONCEALED PENDENT NOT TO SCALE February 3, 2012 Sprinkler 147u FREEDOM"' RESIDENTIAL. • ■ = L CONCEALED PENDENT NIKJSPRINKLER VK457 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945.9501 Technical Services:1377-384-5464 Fax: 269-818-1680 Email: techsvcsu@vikingcorp-corn t DESCRIPTION Viking Freedoms Residential Concealed Pendent Sprinkler VK457 is a small high -sensitivity solder link and lever residential sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design, with a K-Factor of 4.9 (74.6 metric'), allows the sprinkler's of ficient use of available water supplies for the hydraulically designed fire -protection = system. The operating element and special deflector characteristics meet the chat lenges of residential sprinkler standards. The sprinkler is pre -assembled with a threaded adapter for installation with a low profile small-diarneter cover assembly installed flush to the oelling, The two-piece design allows installation and testing of the sprinkler prior to installation of the cover plate. The "push -on" "thread -off' design of the concealed cover plate as sembly allows easy installation of the cover plate after the system has been tested �. and the ceiling finish has been applied, while also providing up to V2" (12.7 mm) of vertical adjustment. The cover assembly can be removed and reinstalled, allow- ing temporary rernoval of ceiling panels without taking the sprinkler system out of service or removing the sprinkler. 2. LISTINGS AND APPROVALS cULus Listed: Category VKKW I&M Refer to the Approval Chart on page 147w and Design Criteria on page 147x for cULus 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 5X psi (34 5 bar). Thread size. 112" (15 mm) NPT Nominal K-Factor: 4.9 U.S. (70.6 metric') " Metric K-factor measurerent shown 6s in Bar. When pressure h measured in kPa, divide the metric K-facWr shown by 10.0. Material Standards: Viking Technical Data may be found on Sprinkler Body: Brass UNS-CB4400 or QM Brass The Viking Corporation's Wets site at Deflector- Phosphor Bronze UNS-051000 http;lfwww.vlkinggroupinc.com. Deflector Pins: Stainless Steel UNS-S30200 The web site may Include a more recent SuttAn: Brass TINS-C360W edition of the Technical Data Page. Seat Assembly: Brass UN5-C31600 Compression Screw: Brass UNS-C36000 Fusible Element Assembly: Beryllium Nickel, coated witti black acrylic paint Levers: Stainless Steel UNS-631600 Lever Bar: Capper Ahoy UNS-C72500 Belleville Spring Sealing Assembly: Nickel Alloy; coated on both sides with Teflon Tape Cover Adapter: Cold Rolled Steel UNS-G 10060, Finish: Clear Chromate over Zinc Plating Shipping Cap: Polyethylene Cover Plate Materials: Cover Plate Assembly: Copper UNS-Cl1000 and Brass UNS-C2684J0 Spring: Seryliium Nickel Solder: Eutectic_ Ordering Information: (Also refer to the current Viking price list-) Viking Freedorn'�' Residential Concealed Pendent Sprinkler VK457 and Cover Plate Assembly must be ordered separately' Form No. F 072607 Replaces page 147u-z, dated Sept, 9, 2011, (Added QM Brass M , rinkinr materials and added reference to `fIA 1028R.) - 11 Sprinkler sprinkler NomIna] mmdrnum Temperature Rating Cover Plate Large Cover Square Cover Temperature Temperature Arnblerrt Ceiling cf the Cover t3�t5e Part Plate Base Plate ease classification Rating, Temperature2 Assem]Ay (Required) rlumber3 Part Number' Part Humber' Ordinary 1 e5 `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 lflh'lite. Painted Ivory, or Painted Black Approval Chart sp, nk erTemp xaNre Rasnq Residential Concealed Pendent Sprinkler VK457 c°'rerPr Tyr amr� R�dng For systems designed to NFPA 13D7 or NFPA 13R. Awt+ crn.r Pinta rn Ie1 Kt 1 For aystems deslgned to NFPA 13, refer to the design criteria on page 147x. Sprinkler Base NPT Thread Size Nominal K-Factor Maximum Water Part Number SIN U.S. rnetrlc a Working Pressure Inches mm 14694A VK457 112 15 4.9 70.6 175 psi (12 bar) Listings and Approvals' Maximum Areas of Coverage, Minimum Water Supply Requlrementsa [Refer epic to Design Criteria on page 147x ) CuLus' NYC NSF° Installed below smooth, flat, horizontal ceilings, Including ceilings with slopes up to and including 2112 12 ft- x 12 ft- (3.7 m x 3.7 m) 13 gpm @ 7.0 psi (49.2 Umin A 0-48 bar} AX1 see Footnote S. AX1 14 ft, x 14 ft (4.3 m x 4.3 m) 13 gpm @ 7.0 psi (49.2 Umin @ 0.48 bar) AM see Footnotes. AX1 16 ft. x 16 ft. (4-9 m x 4.9 m) 13 gpm @ 7.0 psi (49.2 L/min @ 0.48 bar) AX1 See Foo note 5 AX1 18 ft. x 18 ft. (5.5 m x 5-5 m) 17 gpm @ 12.0 psi (64.4 Llmin @ 0.83 bar) AX1 sea Footnote 5. AX1 20 ft. x 20 ft. (6.1 m x 6.1 m) 20 gpm @ 16.7 psi {75.7 Umin @ 1.15 bar] AX1 See Footnotes. AX1 Installed below ceilings with slopes" up to and including a 8112 (33.7°) pitch. Refer to Figure 5 on page 147z. UL NYC NSF' 16 ft. x 16 ft- (4.9 m x 4.9 m) 26 gpm @ 28.2 psi (98.4 Umin @ 1.94 bar) AX1 see Footnote s. AX1 18 fL x 18 ft. (5.5 m x 5.5 m) 31 gpm @ 40.01W (117.3 Umin 1@ 2.76 bar) AX1 see Footnote 5. AXS 20 ft. x 20 ft. (6.1 m x 8.1 m) 31 gpm @ 40,0 psi (117.3 Umin @ 2.76 bar) AX1 see Footnote e. AX1 Cover Plate Finishes Cavan Temperature Rating 1 - f arished Chrome, Brushed Chrome, Bright Sprinkler Temperature Rating X . 135 °F [57 °C] cover 135+J41, 136421 (large diameter), Brass, Antique Bfass, Brushed Brass, Brushed A - 165 °F (74 -C) or 153941 (square Cover plate) Capper, Palnted White, Painted Ivory, or Painted Black10 _ Wso refer to the Approvai Chart pet page 147'w) cUlLus Listing e When using Viking Residential Concealed Pendent Sprinkler VK457 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart on page 147w, For 2yslms designed t The number of design sprinkiers is to be the fair contiguous roost hydraulicehy demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in the Approval Chart cn data page 147w' for NFPA 130 and NFPA 13R applications for each fisted area of cr enage, QL • Calculated based on p minimum discharge of 0.1 gpmisq, f;. over the 'des to area" in accordance wkh sections 8.5.2.7 or $.6-2.1.2 of NFPA 13. Minimum distance between res:deniial sprinklers: 8 it. (2.4 m)_ NOTE: Concealed sprinklers must he -installed in neutral or negative pressure plenums only. VK457 CONCEAL ED PENDENT NOT TO SCALE PRESSURE REGULATOR TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE T *FOR REFERENCE ONLY 2'ELEv, CONTROL BALL VALVE FINISH GRADE 0' ELEV. 11/4" COPPER L 1" METER 4 PSI LOSS 11/4' PVC 1" COPPER K METER MIA N 70' MAX 30 MAX -1.5' ELEV. -1.5' ELEV, -1.5' ELEV. 3 Werldwlda wxw.tyw-flre.coln Fire ArotecLion c a Products Models B8, SD, HIP, and AP "Sped a Appfka#m Sprinkh" For Protecting Attics" A��� f The Spedllc Appacatlan A'O"c 8prri- wY+ IderB art ttiY 8r9t Spfinklere t0 4e: a ��1�Jf'1�;ptj�l�A •Listed }ar adorttied coverage in com- The 1YC0 Mode[ 53 (Sack to Baft bustlb acbnatructlan. SD [3 ngke Dlrectlonalk HIP. and AP [At- Fulkwxla flea tetrad in both wet and tla Plis) •Speedo ApplicOon Sprinklllra dry er . For PiOtlGd 0g1cs• fflWAM sprin W8 P Fvved wa teow. for use in wood for tromtx]atihle and non-cambuetlWe p.,m eor Vuctim. Moped allic wwea. The Modal 05, W. NIP w;9 Spedhc Aopre adon Attic LisWd far c motstapes (RAWand SprinkleM whomastne eaodal ►hp Is a to TaNl A�. s eciRcAGOlkotgn CombuetibleCan- The Snwoc Amlentim Attc 9orfn- owed Space spml9e+r ram ng sipwriia tiers pmvlde tree bast level or pme0- aopgcadoncriteria for its use voth the ton and cordrol coat by WimirHuing Modal a6, �, and HIP In attic bpa4 the treed for etlditiorlW spnnklara end eclilcAppkalon Padc SpMldera brark+ltna piping, In merry rases, an tgleelorflrepattic can be andrely protected with end when cojust HE one fine or ploing 10mlad bdlaw aySpdrader.te peak of tie roar using Model eB by 91imMating brarlCMine me- (24t7k to 6a6o Sprir*kWS' If there in a tenets and file asswkit4d 3netaratian read for Model W Olt g'a DiraollonW) labor, no Gpecifrc pp�pppl cation Spdn- a hrtodel HIP SpriAder, one ;Tree( ei- Idars For Pr cdng ,kt•Gcs' nave un- ther of thane ap-Mlarbyps s suffcieM dwgorre the moat eafa a ve fvatesb"g at each area being caerad. For amsrn- ever parfamad kvsloped stilt: spaces. pie and assuming me use of Standard Th�yr are UL Listed with tier specuk e plicafldn giidellr,ea far use as a Spray Sprinklers, a ays%n:rn in a i30 foot (iR,3 ml wide atilt, with up to s 12t2 % apr(nkem ae defined Try the NFPA. reorF pRc, daalgilad to the 2407 edl- flop W NFPA 13, tuoWd regalia seven :.tom-?:•�;` Ti1e Specific Application pdSlc $ tin- oM Ides provide an extended coo a the attic a d severel add timel�Mzh - epaoing aMotmati a to the reabiotad dnea w Cover the hip erase. With the spacing of Standard Spray 3prlradWe. Specific Application Attic Sprinklere, The restricted spadngs of Standard the Wulmd coverage can be oblalned spray $prinlders used within Attica in dellaibed in the 2067 NFPA wlth Jul ors branchlkre runty�g below down o} edtgn of 43, Tebta 5.8.2.2 [a] and Section the and one eacri Stops the h Yearn. tie would result in ao- - 8.a.4.1A. p proxinatdy 90% less pipe needed for i tallallon. This reduction In the num- ber of brwmh9ri96 eaves the coat of lots pi fdtalga, hanger, and aaso- labor by ellmina9ng up to 5M orancnlnes. IMPORTANT Another Important aspect of the Spe- odic-ApprcatlortAldt=Sprnklertachnol- R reRgr rp 78chniral L�ara rways jp��py m the reduction in system Volume. in Sh9at 7PP706 for fire IINOTAUER 15 Volume roducton mgy rwAt m- ducing the sits of a dry plea vats (and WARNING- chef pnmffd1 cautions er Compressor) and possibly allow for IMih respect ro frar'rr.6r'y arxf rruta!- GOlckar wale del rery times, sliminatieg Iarlprl olaprhiklar ayaterrraand ooro- the need ter an aA�eleralod porimm improper harhWhp and ire afagetun can pwman Uydwrage s sy3 or ft camper nenfs and aslssa the awnkier to fad to operate i» a ftra ovY or cause l-- preniaft�ral}r. co„pcn"nc: "� 1 - FrSrw u�.w 2 D.~ 5 - Gxnrne�e.an -fir Q17,ommp isiA rmlj nAW W"=. P 1rs•NA 7116•{71,1 fnli✓y lfrl r'T ngMlnk wmwati rww FLATS AVMs car.+ee aec•rnn n�vwnoN FIGURE FMa"L A) P AM MR K-FACTOR '1 SPE'CJ tIC APPLfCATiON ATTW SPMNKL.,EFIS C npanaits: 1 Fm.w S- Cat*pe+alon a - sorng rcrav Ae angry 7 - beaedm 3 • Elmo- 7 - Ej .1an 4 - el 0*`9 na' r` 92,em.p g I a SpAlreftfA FwMC FF11.1& 4- 7 wMNW. S a Fn,bss 1 112' NFr one• (t+.7 Terry 110tduaPS, MNJN aa - ❑11c n1=c11oN eLtmvloel FIGURE a MODEL AP WTTM 4.2 or 5.8 K-FACTOR 5PEVFM APPLirATION CQMBUSTFUL.i~ CONCEALED SPACE SPRHVKLERS `n e Technical OP"'f thrklm Instaalland upngM onernadon with �'�'on their deflector paralkil to the roof, the F� alLfdl 6a fK R 114.;l1, HIP (K-i Model AP Sprin ktws [Figure F) are In 6 AP {5,g d 4.7j tended to be used to prlwido pcotsaim Appra+,te The glass bulb oontalne a Auld that ex- df aft areas outside the scope of ap- plication fartha ER SD, or IAP Spdn- DL S GeUI- I rew, MIA approvals only apply In the .:trice rondldonn Indl- panda en mc whposed to heat when the rated tem penal um m reached, the fluid klens. when used, the AP Sprinkiern rated in the Design Creeds sadion on ❑xpands sWacwnlly tp si-omr the slang sell provide a hydraulic advantage over Page 6 and the amdgn GuidBllnes secs bWb, aNawwrg the sprinkler to activate standard Spray Spdnklam for the pro- ticn r1n Page as end water to ilow. tsctlon of atbk; areas cutalde the scope of application for the BB, sa, or HIP Plpa Thread Connection 00 SD K-6.11) sprinklers. 112 inch NPT for K-4-2 R a.6 3/4 nch Thefuskble link a rnhly Is wmpflsed NPT fur K( aO cf two IInk halves whldl are JWned by a thin IayCr ❑f *i Idat_ whan the rated Of a CaerRcktnt 9 i(o4.2 GPMloallp [an,5 LPMlbar'n) temperature Is reached, the raider melts and ttlatwo rink hNres seperet0. K = 5.6 GPMlpsi''� cati,e LPM/barin} alaiving the sprinkler m aetva[e and K = 9.0 GPr+,tlpait''r 015,5 1-PHllbW 19 water to flow. Temperature Rating Iriterrr:adiata +ernperatura ae follows: -200'FM'C for 66 ("2 & KS-0), HIP, AP -212°F11a0"C for 00 {K5.6), aD MODEL k VW ALADWAetE ROOF SPAN, 4e1(h) (e1 Feat lm1 FLOW, CPM ) MIMMUM PRESSURE PSi lyarl , P1•rOH Pisa 0-ft Run 04 , DRY PIPE SYSTEMMINIMUM MAXIMUM WATER DE1 VIUM 'FI M sec nde BE" 8.0 TY4180 SM 03,3) 3e 044) 2'2,6 O,W 4:12 03) to less than 7:12 (5a) k) i2 a.0 TY4181 i;W (18,3) 9a (144) 22.6 {,,5} T.12 (59] to leas Vren 10,12 (a3) tcl t3FA e0 TY41F12 sW ps,a) 40`y152) 25.0 C,TI 1612 i83} to 1rT7 (o q {c] Bel 5-6 TY31AO s40 (12A'0i60(1S•3) oat 4 4a,O (3,2) 4.12 (0 to WM than 7:1$ (59'] tc] Wa 5-6 7Y31 E7 ale (12,2j to 60 (18,3j 98 (14d) 49.0 t3,2] 7:12 (Seim 1h0n,fk12 (E3;11 (cl BB3 5.6 T•Y3162 a4002,4SoA011$a) U044) 460(3,2) 1a12(112�to12=12ptM A lie, &a re31s0 440(12M 25(95) 2"n,4i Al t[m to less than-M2 OM 01 eat 10 T-Y3161 s40 (12,2) 25 {95} 20A 11,E 7:12 (59} h1 ]ew thar11IX12 (10 0* R83 5.6 T 62 s40 (12,2) 25 (9e) 20-0 (1,4) 10:72 fe31 to 12:12 (100) ie1 net 4.2 Tv21ea s20 (6,10 13(49) 9.6 A7) M12 (�) to lase than 7:12 (5M 45 M 3382 4.2 -fY2181 s20 (8,1) 13 (49) 9.6 A7) 7:12 0010 1e than 10:12 P3) 46 (d) sea 4.2 T"1a2 920 (e.t) 13 (4} 94 (0.7) 11,12 f99) to 12:12 CW01 46 dt) 3a1 5-6 TM83 >M(9,1) to s40(12.2) 35034 39.09.7) tl2(39) tg bees than T12 {58j to sot 6.6 TY31&t aao (a,s} lusae(1z2} 3504 3a0 R,T1 -i`.12 (56] to leas then 10n3 t89r M spa r 6 t M145 aa0{9,1} m S40(,2,2] 9a(132j 39012,7) 10:12 fool to 12:72 000) {cj Sill e.6 TY31$4 �10 ta,0i ha 590(9,1] 25 (95) 20A 11,41 412 (33) tolaae than 7.12 M fej 5n2 55-6 TY3144 s10 (3,0i M s50(9,1) 25(951 2" (1,4) 7.12 ")to Ietle than idn2" 1.) SU3 S.S. 7Y3185 >10(a,0) tp3 W(9,1) 250) M1311A 10:12JI)Mta12:1200M (G) sot S.6 TY3ta3 s10PA 19(72) 1t (O,$) a:1@ to lass tha17:h2[ [c) 8Q2 5.6 TY3184 510 (3,0) 19(72) liz (0.a) 7' 12 (56] lolage then 10,12 iM ([) Sm &a T"196 51d (3,p] 19 err] 11,510,91 10=t2 (Zu'} Ip 12:12 (100] cc) Hp 5.6 TY3187 a27 (6,1) to sr6(6,5) 94 (128j 3&9 [2,61 4,12 (38)10 12 IQ (t 00) M HIP 56 TY3167 520 (11 1j 25 (9% 2R0 p,a1 -2 (3300-1212 000) tc) AP 6.6 TY3190 10 (3,1}rt 12 r3.6) -See note Mon"= 7 pd(OX bar) Mlni- mom 0.40 9pnlr aq. fi. [ll mrnna�} neap, oer�lty S:lx (25j to 1212 [f0� r>Ei{d) AP 4.2 TY2l ao 0:12 (261 m 12: 17 fl oo) 60 (a) NOTES: W The ea and 8D mcf span s measured ho ly (not slog the dope) es s.•lo wr:n Fguse 1 and ._ (b) Tile HIP roan span is me rod horaorrtaly na Shorn in Figure 12. (c) nsfw to 200T edtxn of NFPA 13, Section 72-1 (d) Maxkminn view deuwry Elmo for di giro tit systems (a) The AP roe span 5 rues red along Iho srope. Maximum 10 feet (3,1 M parpandioelu to slope by maximum 12 feet [s,a ra) uara>�I to elope. MICRDFAST UPRIGHT NOT TO SCALE HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date installed 311211 4 Location CALC AREA 1 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 m/s .ft1 2. DESIGNED AREA OF DISCHARGE 512 s 1ft. System Demand 1. WATER FLOW RATE 26.5 gpm 2. RESIDUAL PRESSURE AT THE BASE OF THE RISER 31.3 psi Installed By Fire Sprinkler Systems, Inc. 1. 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 NIFG- 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 13D, 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 8.11 16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.1 GENERAL NOTES APPROVAL s 1VEP Sli7E COUNTY FIRE DEP NT '-I5A N YMNIGHi M, FES ,1 FjklE Orr APPROVAL FOR P1A€"1` . TsLii: FOR C NIZ YEAR SUMECT To i QHPi-iAtvt7E -ATrm APPLICASLE CODES APPROVAL STAMP CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REQUIRED TO PROVIDED PER 5.1.1,1 ❑O a LL' Lt1 � � U CLI HIGHWAY 111 R w rn 7 w N" NIC TG VAX AVENUE 49 AVENUE 51 AVENUE 48 AVENUE 50 AVENUE 52 AVENUE 53 AVENUE 54 � � L � L C7 /f 1 AIRPORT I BLVD VICINI TY MAP N.T.S. PIMLiCO COLLECTION AVENUE 55 TRACT 32879 *PLAN 2X.4820 LOT 214 181310 STORM CAT COURT LA CCU INTA, CA AHJ: RIVERSIDE COUNTY FIRE DEPARTMENT 4E12AL DESCRIPTION OCCUPANCY: R31 U CONSTRUCMON: V-B STORIES: 1 BUILDING AREA: 5,535 SQ-FT. FIRE SPRINKLER SYSTEM: DESIGNED AND INSTALLED PER 2013 NFPA 13D ALL RESIDENTIAL WITH A .05 DENSITY WITHIN AREAS. 13UlLDlNG SUMMARY 0 CONCEALED RES. PENDENT SPRINKLER O UPRIGHT QUICK RESPONSE SPRINKLER O CONCEALED RES. PENDENT SPRINKLER CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) XX NODE POINT FOR CALCULATION HANGER TIC DETAIL Q 10' ELFV. a- CU 8' ELEV. � O GAUGE 11211 MAIN DRAIN VALVE DRAIN TO EXTERIOR RUBBER FACED CHr CK VALVE L ALL WORK FOR FIRE SPRINKLER �� O SYSTEMS, INC. TO BEGIN AT B.O.R. SYMBOL LEGEND �- 1frCPVC RISER 14-1/2" x 30" ACCESS DOOR ,I STATIC 80 - 10% = 72 PSI RESIDUAL 20 -10% =18 PSI FLOW 1500 GPM WA TER FL 0 W INFORMA TION LU t- ' MC. CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION E t LICENSE NO.684600 705 E. HARRISON ST. SUITE CORONA, CAA 92879 PH - 800-915-3473 FAX - 951-272-2535 The recipient of these plans hereby acknowledges that all plans, details, s'Ifications or methods of installation corgi ned in this set of plans is the sale prosy of Fire Sprinkler Systems, Inc. and that any use of this sef of plans 6s prohibited and is a vdatlon of ecpyrigbt laws without first receiving permiss n from Fire Sprinkler Systems. 0 z W W � rrrrrrrrJ r a 4� C / w, 0 z W z LU D MAP 12 2014. l- o C) C) R Q LLI ti n U z '5 � FE (5�0, �� '- Lu o �C)� J ZE CV 0 J JOB NO: 31198 DATE: 3/12/14 DRAWN BY: F.L. ��GTION C �. T �C. CLASSIFlCATIQN 0 z C-16 * LICENSE NO, 684600 ����� OF CAi. SIZE - 30' X 42" SCALE 114" =1 IF SHEET IS LESS THAN 24' X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY UNDERGROUND DETAIL NOT TO SCALE HYDRA UL IC NA MEPLA TE NOT TO SCALE RISER DETAIL NOT TO SCALE SHEET ID PLAN 2X.4820 GENERAL NOTES SHEET FP1 OF FP3 RF FIRE SPRINKLER PLAN SCALE:1/4" =1'41 z" " LCC RISER SIZE - 314" thru 2" pipe MATERIAL - Carbon Steel FINISH • Mill Galvanized LISTINGS - UL Listed: EX 4231. EX 2551 PATENT - No. 6,M,279. FVNCTION -To support horizontal piping - CPVC, Copper or Steel A listed hanger In ail 3 mounting position, Le. side of vertical surface and both lopside and underside of horizontal surface. A Nstad retrainer providing vertical and later restraint in all. the adove mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the oelHng. To Sabilize vertical piping by providing horizontal restraint. INSTALLATION -Pe(NFPA 130. Space by pipe type. Install on wood, concrete or steel. Spap over pipe, then squeeze strap back allowing plpe to stride freely. When # 9066 threads are exposed In wood, insall #906 backing nut. FASTENERS - 'WOO()' t)L Listed per NFPA 13 CPVC pips - #1905 screw - no pre -drill Copper pipe - #905 screw - no pre -drill Steel pipe - 114"x1 112- lag screw - no pre-drnl Thru WS" gypsum board - 114"x2- iag screw 'STEEL' UL'iJsted par NFPA 13 - rnm 18 GA CPVC pipe -114" or 914 Tek Screw Copper pipe -114' or #14 Tek Screw $teeI pipe - 114" or #14 Tek Screw 'CONCRETE` Required minimum load each fastener The higher of 1701hs or 5lry 2501hs a FEATURES- 1 112' 4Hset - pipe wall to rrounOng surface ., . 314' and 1" pipe size made with common centerline Leg design producessupgMor strength 'Offset edge eliminr,ies abrasion AFCON #905 screw listed for wood has 5-16" hex head - induced ORDERING - Part t, and pipe size Rostra >3es�ant Nomlesal Pipe Size (in.) V, 1 1 r/4 I'A 2 2'!s 3 3" 4 5 6 8 Steel pipe except threaded N/A 12-0 12-0 15-0 15-0 1" 15-0 15-0 13-0 15-0 1" 15-D lighrsrall Threaded iightwallsteel N/A 12.0 12-0 12.0 12-0 12-0 12-0 N/A N/A N/A N/A NIA pipe tube &0 8.0 10-0 10-0 12-0 12-0 12.0 15-0 1" 1" 15-0 15-0 CPVC 5.6 6-0 6 6 7-0 &U 9-0 I0.0 N/A NIA NIA NIA N/A Polybutylene UPS) N/A $9 4-7 5.0 5-11 N/A NIA N/A N/A N/A NIA N/A Polybucylene (CTS) 2-11 3-4 '_]1 4-5 5-5 N/A NIA N/A NIA N/A N/A N/A Ductile iron pipe N/A N/A NIA N/A N/A N/A I5-0 NIA I" NIA 15-0 15-0 514 STEEL -COPPER - C.P. V.C. HANGER NOT TO SCALE BI A SIZE & PIPE TYPE - 3/4" THRU 3" C.P.V.C. PIPE LISTINGS - UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEfI SPACE BY PIPE TYPE 3/4" - 3" CPVC: PIPE - 4905 SCREW - NO PRE -DRILL in STEEL: 3/4" - 3" CPVC PIPE - 1/4" OR #14 TEK SCREW Nowinal Pipe Size (in.) Ya 1 11/4 11A 2 2V2 3 3'fa d 5 6 S Steel pipe except threaded N/A 12-0 12-0 15-0 15.D 1" 15-0 15-0 15-0 15-0 15-0 15-0 lightwAl Thre-acted Iightwall steel N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A NIA N/A N/A N/A pipe Copper tube R-0 8-0 10-0 10-0 12-0 12-0 12-0 15-0 I" 15-0 15-0 1" CPVC 5.6 6-0 6-6 7-0 8A 9-0 lim NIA N/A N/A NIA N/A Folyl3utylene (IFS) N/A 3-9 4-7 5-0 5-11 NIA NIA N/A N/A N/A NIA NIA Po€ybutyiene (CTS) 2-11 5-4 3-11 4-5 5-5 N/A N/A NIA N/A N/A N/A N/A Due tUe iron pipe NIA N/A N/A N/A N/A NIA 15-0 NIA 1" N/A 1&0 15-0 510 STEEL - COPPER - C.P. VC. HANGER NOT TO SCALE TOTAL LIVING AREA - 4,820 SQ. FT 2 - CAR GARAGE AREA - 493 SQ. FT 1 - CAR GARAGE AREA- 223 SQ. FT DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2313 ED. NOTES: 1. ALL HEAD SPACING TO BE 16'x16', UNLESS OTHERWISE NOTED. 2. ALL PIPES TO BE 3/4" 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/a' CPVC WHICH WILL BE INSULATED ALL AROUND. 6. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 8a 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. LU Q O z 705 E. HARRISON ST. SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. dc4 CV 1 rLO 4A to C) LLJ Z N > I > L] N 1 1LU Cl) L C7 Z Z0 �0 � ILLy x XZo to � ��lS W CD T �y L f�L ,y L1J G LfS CID O Li! r ❑ O CD 1 N L� fJ3 ~ J LLI cn {o co 0 rti r: n d �1 to , Y J O l00�■ U) LU uza x ©C CL LIJZ L 1 1 D Z Z o Z :�t 0 U � '�UC3 W :IfI— CLD z U rn t j LUC] N o C J C" r � r 0 I JOB NO: 31198 DATE: 3/12/14 DRAWN BY: F.L. rCLASSIF I O.N d CATC aad� ,* LICENSE NO. 114690 SIZE - 30' X 42" SCALE 1/4" =1' 1F SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 2X.4820 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 BUILDING SECTION S(-ALE: 14' = P-0" 0-1 14 ------------------------------------ ----- ..... . . . . . . . . . . . C❑ - --------------j----_----L-- �F i-� r BUILDING SECTION SCAL L.: 1+'4" = 1'-0" ................ ................ . ,.. ,. . , . ... o - - - - - I l�' w a n 0 z 11111122 ffMNN=i11 yt. CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION LICENSE NO.684600 705 E. HARRISON ST. �� SUITE 200 COPI-MR IS-p1 :"21111 .lam PH - 86a915-3473 FAX - 951-272-2535 The recipient of these plans hereby ackrwwladgas thai all plans, datails, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc, and that any use of his set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. 7 0 Lu l— � o C7 ry H d - C.] 4 N � U n- 0 W Q Q c J c�7 ['tit f` JOB NO: 31198 DATE_ 3112/14 DRAWN BY: F.L. �Gl I ON co � Q4. CLASSIFICATION LL C-16 A * LICENSE NO. 684600 ��9�F OF CAL4 SIZE - 30" X 42° SCALE IF SHEET IS LESS THAN 24" X 36' IT IS A REDUCEO PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 2X.4820 SECTIONS SHEET FP3OF FP3 DATE: 3/12/2014 S:\2014\31198\r^—)\PLAN 4820.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR PIMLICO COLLECTION "PLAN 4820" LA QUINTA, CA TRACT 32879 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 3/12/2014 File No: 31198 Data File Name: PLAN 4820.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 Flow: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 16 18.0 72.0 28.9 2 13.0 7.6 16 31.6 72.0 51.9 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 3/12/2014 S:\2014\31198\ p\PLAN 4820.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 3.30 28.9 ---- 31.6 9.32 51.9 150 2 0.995 6.0 ---- -1.5 ---- ---- 0.09 0.00 25.6 ---- 0.26 0.00 42.5 2 2 70.00 3L -4.0 -1.5 ---- ---- 18.0 1.82 25.6 ---- 31.6 5.15 42.5 150 3 1.360 21.0 ----- -1.5 ---- ---- 0.02 0.00 19.8 -- 0.06 0.00 33.4 3 3 4.00 LG - -1.5 --- 18.0 0.20 19.8 ---- 31.6 0.56 33.4 150 4 1.265 3.0 - 2.0 -5 5 0.03 1.52 18.0 5 0.08 1.52 31.3 4 4 6.00 3RS ---- 2.0 -5 5 13.0 0.52 18.0 5 26.6 1.96 31.3 150 5 1.101 11.0 ---- 8.0 ---- ---- 0.03 2.60 14.9 --- 0.12 2.60 26.8 5 5 2.00 150 10 1.101 6 10 7.50 150 11 0.874 7 11 67.00 150 12 0.874 8 12 1.00 150 13 0.874 C ---- 8.0 ----- ---- 13.0 0.09 14.9 ---- 26.6 0.35 26.8 1.0 ---- 10.0 ---- ---- 0.03 0.87 14.0 ---- 0.12 0.87 25.5 LR ---- 10.0 ---- ---- 13.0 1.18 14.0 ---- 26.6 4.43 25.5 5.0 ----- 10.0 ------ ---- 0.09 0.00 12.8 ---- 0.35 0.00 21.1 L7R ---- 10.0 -- -- 5.2 1.36 12.8 ---- 10.6 5.07 21.1 11.0 ----- 10.0 ---- ---- 0.02 0.00 11.4 ----- 0.06 0.00 16.0 B -- 10.0 ---- ---- 0.0 0.00 11.4 ---- 0.0 0.00 16.0 3.0 -- 10.0 ---- ---- 0.00 0.00 11.4 ----- 0.00 0.00 16.0 9 12 41.50 2B3R ---- 10.0 ---- ---- 5.2 0.88 11.4 - 10.6 3.28 16.0 150 14 0.874 9.0 ---- 10.0 ---- ---- 0.02 0.00 10.5 ---- 0.06 0.00 12.8 10 14 17.50 150 15 0.874 11 15 15.00 150 16 0.874 12 15 5.00 150 17 0.874 13 17 10.00 150 18 0.874 14 17 84.50 150 19 0.874 3R ---- 10.0 ---- ---- 8.3 0.84 10.5 -- 16.7 3.08 12.8 3.0 ---- 10.0 ---- ---- 0.04 0.00 9.7 ---- 0.15 0.00 9.7 LB ---- 10.0 ---- ---- 13.0 2.08 9.7 ---- 13.0 2.08 9.7 7.0 ---- 10.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 R ---- 10.0 ---- ---- -4.7 0.09 9.7 ---- 3.7 0.06 9.7 1.0 ---- 10.0 - -- -0.01 0.00 9.8 -•--- 0.01 0.00 9.6 B ---- 10.0 ---- ---- 0.0 0.00 9.8 ----- 13.6 1.33 9.6 3.0 ---- 10.0 4.71 ---- 0.00 0.00 9.8 13.6 0.10 0.00 8.3 B8R ---- 10.0 ---- ---- -4.7 1.39 9.8 ---- -9.9 5.41 9.6 11.0 ---- 10.0 ---- ---- -0.01 0.00 11.2 ---- -0.06 0.00 15.1 15 19 76.50 L3B9R ---- 10.0 ---- ---- 3.1 0.64 11.2 ---- 6.1 2.28 15.1 150 14 0.874 22.0 ---- 10.0 ------ ---- 0.01 0.00 10.5 ---- 0.02 0.00 12.8 16 19 36.00 B5R ---- 10.0 ------ ---- -7.8 1.61 11.2 ---- -16.0 6.06 15.1 150 11 0.874 8.0 ---- 10.0 ---- ----- -0.04 0.00 12.8 - -- -0.14 0.00 21.1 DATE: 3/12/2014 S:\2014\31198\:~ 1\PLAN 4820.rdf Page 3 N 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 14.21 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 0.05 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. DATE: 3/12/2014 S:\2014\31198\/~ )\PLAN 4820.rdf 1 Page 4 HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31198\i _'\PLAN 4820.rdf Page 5 WATER SUPPLY CURVE 75.0 - A - C 67.5 P 60.0 R E 52.5 D S S 45.0 U R I. 37.5 E I_ 30.0 ( , 'B P 22.5 S I 15.0 1 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) 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 @ 31.6 gpm B = Required Water Supply D = Required Water Supply 28.9 psi @ 18.0 gpm 51.9 psi @ 31.6 gpm DATE: 3/12/2014 S:\2014\31198\�\PLAN 4820.rdf Page 6 DATE: 3/12/2014 S:\2014\31198\1 � -\PLAN 4820.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR PIMLICO COLLECTION "PLAN 4820" LA QUINTA, CA TRACT 32879 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 3/12/2014 File No: 31198 Data File Name: PLAN 4820.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. 13 25.0 72.0 47.2 13 25.0 72.0 47.2 DATE: 3/12/2014 S:\2014\31198\\PLAN 4820.rdf 1 Page 2 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 47.2 ------ 25.0 6.06 47.2 ---- ---- 0.17 0.00 41.2 ---- 0.17 0.00 41.2 2 2 70.00 3L -4.0 -1.5 ---- ---- 25.0 3.34 41.2 --- 25.0 3.34 41.2 150 3 1.360 21.0 - -1.5 - 0.04 0.00 33.8 - 0.04 0.00 33.8 3 3 4.00 LG ---- -1.5 ---- ---- 25.0 0.37 33.8 ---- 25.0 0.37 33.8 150 4 1.265 3.0 ---- 2.0 -5 5 0.05 1.52 32.0 5 0.05 1.52 32.0 4 4 6.00 3RS ---- 2.0 -5 5 20.0 1.16 32.0 5 20.0 1.16 32.0 150 5 1.101 11.0 ----- 8.0 ---- ---- 0.07 2.60 28.2 ---- 0.07 2.60 28.2 5 5 2.00 150 10 1.101 6 10 7.50 150 11 0.874 7 11 67.00 150 12 0.874 8 12 1.00 150 13 0.874 C ---- 8.0 ---- ---- 20.0 0.20 28.2 ---- 20.0 0.20 28.2 1.0 ---- 10.0 ---- ---- 0.07 0.87 27.1 ----- 0.07 0.87 27.1 LR ---- 10.0 ---- ---- 20.0 2.62 27.1 ---- 20.0 2.62 27.1 5.0 ----- 10.0 ---- ---- 0.21 0.00 24.5 ---- 0.21 0.00 24.5 L7R ---- 10.0 -•--- ---- 11.3 5.65 24.5 ---- 11.3 5.65 24.5 11.0 ---- 10.0 ---- ---- 0.07 0.00 18.9 --- 0.07 0.00 18.9 B ---- 10.0 ---- ---- 20.0 0.84 18.9 ---- 20.0 0.84 18.9 3.0 ---- 10.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 9 12 41.50 2B3R ---- 10.0 ---- ----- -8.7 2.28 18.9 ---- -8.7 2.28 18.9 150 14 0.874 9.0 ---- 10.0 ---- ---- -0.05 0.00 21.2 ---- -0.05 0.00 21.2 10 14 17.50 150 15 0.874 11 15 15.00 150 16 0.874 12 15 5.00 150 17 0.874 13 17 10.00 150 18 0.874 14 17 84.50 150 19 0.874 3R ---- 10.0 ---- ---- -4.1 0.23 21.2 ----- -4.1 0.23 21.2 3.0 •---- 10.0 ---- ---- -0.01 0.00 21.4 ---- -0.01 0.00 21.4 LB ---- 10.0 ---- ---- 0.0 0.00 21.4 ---- 0.0 0.00 21.4 7.0 ---- 10.0 ---- -- - 0.00 0.00 21.4 ----• 0.00 0.00 21.4 R ---- 10.0 ---- ---- -4.1 0.07 21.4 ---- -4.1 0.07 21.4 1.0 ----- 10.0 ----- ---- -0.01 0.00 21.5 ---- -0.01 0.00 21.4 B ---- 10.0 ----- ----- 0.0 0.00 21.5 ---- 0.0 0.00 21.4 3.0 ---- 10.0 ---- ---- 0.00 0.00 21.5 ---- 0.00 0.00 21.4 B8R ---- 10.0 ---- ---- -4.1 1.07 21.5 --- -4.1 1.07 21.4 11.0 ---- 10.0 ---- ---- -0.01 0.00 22.5 0.01 0.00 22.5 15 19 76.50 L3B9R ---- 10.0 ---- ---- 4.6 1.37 22.5 ---- 4.6 1.37 22.5 150 14 0.874 22.0 ---- 10.0 ---- ----- 0.01 0.00 21.2 ---- 0.01 0.00 21.2 16 19 36.00 B5R ---- 10.0 ---- ---- -8.7 1.99 22.5 ---- -8.7 1.99 22.5 150 11 0.874 8.0 ---- 10.0 ---- ---- -0.05 0.00 24.5 -- - -0.05 0.00 24.5 DATE: 3/12/2014 S:\2014\31198\_ � C\PLAN 4820.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 Fitting Code Letters: 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 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 8 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 0.12 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\31198\�.._—,2\PLAN 4820.rdf Page 4 HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 3/12/2014 S:\2014\31198\,,-.—C\PLAN 4820.rdf Page 5 75.0 I 67.5 I P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 I P 22.5 S I 15.0 7.5 0 . 0 ,- 1 I 04 8 12 16 20 WATER SUPPLY CURVE C 24 28 32 36 FLOW (GPM) 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 47.2 psi @ 25.0 gpm 47.2 psi @ 25.0 gpm 40 DATE: 3/12/2014 S:\2014\31198\L----C\PLAN 4820.rdf Page 6 LACE- 2iA - V-s -035 Z Residential Connection Charge Estimate Date: April 21, 2014 Customer Name: Lennar Homes, Inc. Phone No. �951) 817-3526 Parcel No. 767-790-053 Geo. 06-07-15-2 Address: 81310 Storm Cat Crt, La Quinta LID: 669362 Block No. Lot No. 214 Size of Lot: 17,860 sq. ft. Tract No. 32879 Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ - Acres: 0 SWSC: $12,218.00 /acre WSBFC: $ 3,707.00 - SCC: $ 4,851.00 Treatment: $2,395/edu Collection: $1,836/edu Meter: $ 400.00 Metersize: 1 inch Meter surcharge: $ 2,479.00 service size: 1 inch Service: $ - Meter sir Service: $ - Backflow: $ - Other: $ - (see explanation below) Sewer Lateral: $ Total: $ 11,437.00 Other: Abandon / Relocate Information Supplied By Customer Domestic Water Demand* Max. Flow= Min. Pressure= Fire Sprinkler Demand* Max. Flow -- Min. Pressure= System Type: .Multi ❑ 15-20 - gpm 60 psi 31.5 gpm 49 psi Stand Alone ❑ * CVWD USES WORST CASE CONDITION CVWD System Data Service Connection" Max. Flow•= Inlet Pressure= 31.5 9Pm 77 psi Outlet Pressure= 51 psi Meter Size = 1 inch Service Size= 1 inch For Calculation Purposes. Service Connection Inclu es: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut off Valve Notes: Tract No. 32879, Griffin Ranch, Phase 1B 213 conists of 9.44 acres. The SIWSC will be charged on the first meter requested in this phase, which is Lid 669372, PZ 14-5311, Per Construction bwg. No. 35207 there is an existing 1" service and per Dwg. No. 35215 there is a sewer lateral. E-mail Invoice to: larry.liebel@Iennar.Gom & ulrich PZ 14-5414 Technician: Sandra Villalobos Approved by: Date: -oz PI - 5 cvwd-950 *********This is iUSt a OUOTF. all fPPS arP suhiprt to rhanpP********* 17/11 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 0 ate -Submittal # 1 D As-builts Perlr` ' t3 LAQ-14-RS-per Fire Protection Planning Palm Desert Office: 77-933 Las Montarhas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 3� .r f Y'f:� .�L Cc • y4 _ '.ii4' ; 4 r.. -• - f-c.-' _•�i;:•.v IProj`c wFdnP:a=P �t--��'" F PIMLICO / -[7,x l 3 I Office Use Only RECEIVED APR 22 2014 �annMW666 &W Project Nome. I have read and understand that Fire Dept. fees are LOT 911J� 0 Deposit Based Fees and there may be additional Address: m money due rio or after project final. LA QUINTA 5-PP-13-1650 Sign: V. Cityr& Zip:g� Print: Y DESCOTEAUX '�`j' C%�l, o`omn� si^yi _ iy4'1 sr.�s R :r wry �c.3 F"S'-"-'�da�-°y'f7` ��»�� : : n�-ew �Nt�•'i�ati�rx`�Sw . r _ �:..�Y"101AtQ `fin 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 City & Zip Phone No.: 800-915-3473 Fax: 951-272-2535 Phone No.: Email: AMYD@FIREINC.NET Email: Fax: The person listed on "Billing Information" will receive ALI billing, correspondence and refunds for any work billed to this penrdf. Any changes in Milling information must be made in writing to our office. Plah ReVIean► :e`'liec'tad` ' aIfe: iti ... r.., 0 Commercial D Industrial sidential ❑ Special Event D Other H 0 Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water 5 rinkler System ❑ Tl Sprinkler System 0 Sprinkler Monitoring 0 Fire Alarm System O Hood & Duct Suppression System 0 Other Suppression System O Spray Booth O Cell Site ❑ High Pile/Racks ❑ Other: Storage Tank Submittals: M Dispensers Only O Above Ground ❑ Underground Fee Paid: Reviewed by: 'Called for Pick -Up Date Paid: i Check#: Received By: Receipt#(OCR) Form 1—Rcviscd 16J2712015 PC Review Date: ID Approved ❑ Denied Plans Stamped: ❑Yes []No Letter Attached: ❑Yes []No Job Card Included: ❑Yes ONO Date: 1 4 By: s% Picked -Up Date: -57- ( it By: Shipped By / Method Visit us at www.rvcflre.ora Riverside County Fire Depment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 0 New ❑ Re -Submittal # _.re Protection Planning 1b Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM Permit No. -�� �5c S ❑ As-builts Project Information (Please Print) Project Name: PIMLICO / TRACT 32879 / PLAN 2X MODEL Address: LOT 214 / 81-310 STORM CAT COURT city & zip: LA QUINTA Office Use Only Plans Received I have read and understand that Fire Dept, fees are Deposit Based Fees and there may be additional money due Prior to or after project final. Sign: Print: DESCOTEAUX Contact Information Billing Information yE� me as Contact Info 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 City & zip Phone No.. 800-915-3473 Fax:951-272-2535 Email: AMYD@FIREINC.NET Phone No.: Email: 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 T e Check a ro riate items ❑ Commercial ❑ Industrial 0 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water 0 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring Q Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth O Cell Site ❑ High Pile/Rocks ❑ Other: Stara ge Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: -7 ��-% �v �`'`� Called for Pick -Up :� Reviewed by: S D .LAP Dale aid: i� 7� _ � �_��- Date: gy; PC Review Date: Check#: d��O ��g ❑ Approved Ib Denied Picked -Up Received By: Plans Stamped: ❑Yes ®No Date: By: Letter Attached: ®Yes ONO Receipt#(OCR) Job Card Included: ❑Yes NNo Shipped By / Method Form 1 — Rcvisec! 10/27/2010 Visit us at www.rvcfire.ora PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA 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 FIRE ZPARTMENT 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 April 30",2014 Fire Sprinkler Systems 705 E. Harrison Street,Ste.# 200 Corona, CA 92879 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-035, Pimlico Lot 214, 81-310 Storm Cat Ct. 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'/ 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 FIRr )EPARTMENT IN COOPERATION VVITH 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-035 Belmont 81-310 Storm Cat Court Lot 214 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. '�7. SA,,� Jason Stubble Fire Safety Specialist Stubble, Jason@CALFIRE Subject: LAQ-I4-RS-035 - PIMLICO - LOT#214 - O.H. ROUGH Location: 81310 STORM CAT COURT, LOT#214, LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: Jr Phone#: 951-733-0485 Fri 5/2/2014 8:20 AM Fri 5/2/2014 8:40 AM (none) Stubble, Jason@CALFIRE Cell#: Co. Name: FSS Lrossbt: 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. batte test Final Seri kler 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 Deluge/pre-action Weld inspection Final Overhead rough pipinq UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Prima i in In-racksprinklers Seconda piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem S ra booths Function Test I 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 Extin uishin system T/I final Fire alarm connection Shell final Final / Final for occupancy Start Time: Finish Time: Start Time: J J Finish Time: 1 Otero, Stephen@CALFIRE Subject: LAQ-I4-RS-035 - GRIFFIN RANCH/PIMLICO LOT 214 - RES SPK FINAL Location: 81310 STORM CAT COURT LOT 214, LA QUINTA Start: Tue 7/22/2014 1:30 PM End: Tue 7/22/2014 2:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Co. Name: Phone#: CrossSt: Cell#: FAIL PASS FAIL HYDRANT SYSTEM PASS FIRE ALARM Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final I 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 ]Deluge/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 stora a PrimarV piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves X Final X Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extin uishin Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract accesslh drant 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 I f Shell final Final Final for occupancy Start Time: (', 1F - :, Finish Time: ; 5p Start Time: Finish Time: Riverside County Fired1partment Fire Protu on Planning Section RiversWL Off": 2300 Market Si., Ste. 150, Riverslde, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Murrieta C ftw- 39493 Los Alamos Rd., Ste A, Mumiela, CA 92563 Ph, (951 f 6W-6160 Fax (951) 60M1G4 Palm Desert Office! 77-933 Las Mhmaras Rd.,,* 201 Palm Desert, CA 92211.4131 Ph, C7601863-8886 (750) 863-7072 Fire Department Clearance/Release Date: - as - t� To: (-Z pU llll:) ,�. bli i Fax: Tract/Parcel Map #: Permit/Lot #: LAO,—ki-t-2s -035 Job Site Address:8WO (ABC '.ov�'� LA 6�JNSA to& Final For Recordation Release For Building Permit(s) �[ Shell Final Only -(No Tenant) Final For Ocetipancyr., 3Mk., rLlt-rS 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 Rivl� ide County Fire Protection Planning office for further assistance. 11 111 Authorizing Signature For Release S\gyp Print Name Form C — Revised 1/15/2014