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LAQ-14-RS-149 Andalusia Plan 22AADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT T D DESERT DEVELOPMENT LIMITED P O BOX 1716 LA QUINTA CA 92247 CONTRACTOR T D DESERT DEVELOPMENT LIMITED P O BOX 1716 LA QUINTA CA 92247 OWNER T D DESERT DEV 81570 CARBONERAS LA QUINTA CA 0 CONDITIONS Description: ANDALUSIA TM 31681-3 3,560 SQ FT PLAN 22A Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 11/13/2014 AZA Parcel No: 764670001 Site Address: 81770 ANDALUSIA LA QUINTA,CA 92253 Approved: 11/18/2014 AYU Subdivision: TR 31681-3 Block: Lot: 31 Issued: 12/3/2014 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/29/2016 JFU Valuation: $321,708.30 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 3,560SF DWELLING - PLAN 22A, LOT 29 [V-I/RES-3/CLASS A-FR/13D/ENGINEERED] THIS PERMIT DOES NOT INCLUDE BLOCK WALLS, POOL, SPA OR WATER FEATURES. 2013 CALIFORNIA BUILDING CODES. Fire Permit #LAQ-14-RS-149. FINANCIAL INFORMATION Printed: Thursday, February 29, 2024 12:05:38 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $304.27 $304.27 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ART IN PUBLIC PLACES - AIPP: $304.27 $304.27 BSAS SB1473 FEE 101-0000-20306 0 $13.00 $13.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $13.00 $13.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Printed: Thursday, February 29, 2024 12:05:38 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $49.32 $49.32 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $20.32 $20.32 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $262.53 $262.53 RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 $143.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for GRADING: $143.00 $143.00 Printed: Thursday, February 29, 2024 12:05:38 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY CONDENSER/COMPRES SOR 101-0000-42402 0 $108.78 $108.78 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $72.51 $72.51 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FURNACE 101-0000-42402 0 $108.78 $108.78 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FURNACE PC 101-0000-42600 0 $72.51 $72.51 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA VENT FAN 101-0000-42402 0 $96.72 $96.72 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA VENT FAN PC 101-0000-42600 0 $38.64 $38.64 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for MECHANICAL: $514.86 $514.86 MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for MULTI-SPECIES RESIDENTIAL: $1,292.00 $1,292.00 Printed: Thursday, February 29, 2024 12:05:38 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PERMIT 101-0000-42400 0 $649.89 $649.89 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for NEW CONSTRUCTION PERMIT: $649.89 $649.89 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,388.92 $1,388.92 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,388.92 $1,388.92 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FIXTURE/TRAP 101-0000-42401 0 $278.07 $278.07 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FIXTURE/TRAP PC 101-0000-42600 0 $278.07 $278.07 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Printed: Thursday, February 29, 2024 12:05:38 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION KKI 1/20/2015 1/20/2015 APPROVED UNDERGROUND PLBG KKI 1/20/2015 1/20/2015 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER HEATER/VENT 101-0000-42401 0 $24.18 $24.18 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER HEATER/VENT PC 101-0000-42600 0 $14.50 $14.50 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for PLUMBING FEES: $720.53 $720.53 SMI - RESIDENTIAL 101-0000-20308 0 $41.82 $41.82 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $41.82 $41.82 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$14,103.35 $14,103.35 Printed: Thursday, February 29, 2024 12:05:38 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 FOOTINGS KKI 2/10/2015 2/10/2015 APPROVED SLAB KKI 2/10/2015 2/10/2015 APPROVED ROOF NAIL KKI 4/3/2015 4/3/2015 OKAY TO WRAP KKI 6/3/2015 6/3/2015 APPROVED FRAMING KKI 6/10/2015 6/10/2015 APPROVED ROUGH ELEC KKI 6/10/2015 6/10/2015 APPROVED ROUGH MECH KKI 6/10/2015 6/10/2015 APPROVED ROUGH PLBG KKI 6/10/2015 6/10/2015 APPROVED INSULATION LUR 6/19/2015 6/19/2015 APPROVED DRYWALL NAIL KKI 6/24/2015 6/24/2015 APPROVED LATH KKI 6/24/2015 6/24/2015 APPROVED TEMP USE OF PERM PWR KKI 11/12/2015 11/12/2015 APPROVED GAS LINE/TEST KKI 11/16/2015 11/16/2015 APPROVED FINAL**KKI 2/1/2016 2/1/2016 PARTIALLY APPROVED need eng and plan PUBLIC WORKS FINAL GCU 2/2/2016 2/2/2016 APPROVED The job site located at 81 770 Andalusia is in compliance with the city of La Quinta Public Works rules and regulations for a final inspection at this time.The weather is 37 to 63 degrees with clear skies The winds are approximately 2 to 4 mph FINAL**JFU 2/29/2016 2/29/2016 APPROVED APPROVED PER KK'S CORRECTIONS. KIRK REQUESTED FINAL APPROVALS FROM PUBLIC WORKS AND PLANNING DEPARTMENTS. CONTRACTOR SUBMITTED JOB CARD SIGNED OFF BY BOTH DEPARTMENTS. PERMIT STATUS CHANGED TO "FINALED". PARENT PROJECTS Printed: Thursday, February 29, 2024 12:05:38 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2015 CECILIA PATINO ISSUED PERMIT BRES2014-1186.pdf 0 DOC 2/29/2016 JAKE FUSON FINALIZED JOB CARD FINALIZED JOB CARD.pdf 1 IMAGE 2/2/2016 GREG CURDES Job site address .JPG Job site address .JPG 0 IMAGE 2/2/2016 GREG CURDES Back yard .JPG Back yard .JPG 0 IMAGE 2/2/2016 GREG CURDES West view .JPG West view .JPG 0 IMAGE 2/2/2016 GREG CURDES South side .JPG South side .JPG 0 IMAGE 2/2/2016 GREG CURDES North side .JPG North side .JPG 0 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PW GREEN SHEET AMY YU 11/18/2014 11/27/2014 11/18/2014 APPROVED FOR LOTS 29-31,43, 44, 66-76, 80, AND 174 Printed: Thursday, February 29, 2024 12:05:38 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1186 tqa Worldwide Fire Protection Contacts www.tyco-fire.com Products RAPID RESPONSE Series LF11 residential 4.9 KC -tactor Concealed Pendent Sprinklers, Flat Plate Wet Pipe and Dry Pipe Systems GeneralThe Series LFII Residential Concealed ......... WET PIPE SYSTEM Pendent Sprinklers (TY3596) has been DeScri#iDn designed with treat sensitivity and wa- P ter distribution characteristics proven The TYCO RAPID F;FSPONSE Se- to Help in the control of residential tires ries LFII Residential 4.9 K -factor Con- and to improve the chance for occu- cealed Pendent Sprinklers (1Y3596] pants to escape or be evacuated, are decorative, fast response, lus- The Series LFII ResidenViel Concealed ible solder sprinklers dssign,sd for use Pendent Sprinklers (TY3596) are in residential occupancies such as shipped with a Disposable Protective homes, apartments, dormitories, and Cap- The Protective Cap is temporar- hotels. Ily removed far installation, and then it can be re laced to het protect the Tha cover plate assembly conceals the sprinkksr operating components above the ceffing. The flat profile of the cover prate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (FY3596) provides 112 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Serles LFII Residential Concealed Sprinklers are intended for use irk the fallowing scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe rezldential sphn- kler systems for restdenfial occu- pancies up to and including four stories in height per NFPA 1318 • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 fMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING' fhaf provides cautions with respect to handkng and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to opemle fn a fire situation or cause t to operate prematurely. Page i of 8 TFP442 Page 4 of 6 p A sprinkler while the ceiling is being In- stalled or finished. The tip of the pr stalled Cap can also be used to mark the center of the ceiling hole into plas- ter board. ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the telling installation is complete the Protective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sptinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing it has been determined that the number of deslgn sprinklers (Hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (TY3596] need not be increased over the number of 69 - sign sprinklers (hydraullc design area) as specified for wet pipe sprinkler sys- tems. as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers of- fer the features of non -water [filled pipe In addition to not having to increase the number of desgn sprinMers (hy- draulicr for do - signed to NFPA 13, 131), or 13R. FEBRUARY 2014 111; i7i The Series LFII Residential Con- cealed Pendenr Sprinklers {TY3596) described herein must be Installed and maintained in compliance with this document and with the apOica- We standards of the National Fire Pro- Eectfon Association, in additfon to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain - ng their Are protection system and de- vices in proper operating condition. The installing contractor or sprinkler rrranufacfurw should be contacted with any questions. Sprinkler Identification Number TY3596 TFP442 {dl For ow- roge area 4amensbrs IeA than or between ttime Indi-,Wao, use the "r-Imum maulred flow 1a ole next I nlghast uwsrapff aria fa "tach nydrmia. ijw5w. cri[eria am sraleC. r ted residual sswes are P) naquirmmcnt is basad or mlriniurn flaw in GPM iLPM} frau cacti sadnkfa , The asauc,a gra r:alf.w4hod vWIq If in 11mmnol KdacleL Re1w So Hyd—fic Uesitp, mcmr our Desryr: Grit A Sec.tim, h r f flow m occardance with For NF t3 mar dmuN a ticotlons. the calor oe D.1 iYt:' ovarthe deal n a as o the (<) ❑ ell PP 9' gpnL 6 thw crdi r a urthe ilrrxe nwi t tie mo TA BLE- A WE T PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AA147 Y3 HYDRAULIC DESIGN CRITERIA ;j ; �.U. .k tx ......... WET PIPE SYSTEM 6we :�:.. AR G C © Minimum Flow and Residual PressweO' d F ec' mum Covera a 9 Maximum Ordinary Tem Rating ry P 9 ~ - Four wire, 120 and 24 volt Minimum Areaw s cern pFt S teQ°F(71°C) FF- 186•F [71•C) minimum Ft. xFt. Spacing Deflector to Installation Spacing Ftow Pressure On x m) (m) Ceiling Type Ft. PSI Acle GPM PSI 95da iN t (m) bar 95d8 (L/min) (ba 4 x t 2 1 2 13 t2 x l2 12 13 7.0 Smooth (3,7) (48,2} [3:7x3,7] (3,71 t4g,21 PAB) Ceiiings 718 to I-V$ Inchas 14 14 14 x 14 14 13 7.0 (4,3 x 4,3) [4, 3} (49.21 (0.4$) m d Baa rr C81€i g5 pper NFPA 1317 nr Concealed B 1fi x tE 1fi 13 7,p (4,9 x 4,9) {4,91 149.2) {O,da) 13R, or 13. loot EI A adn beam latrorr of sprinkler systems and (2,4) 18 x la 1B 17 52.0 (5.5 x 5,5) (5.5) (64.3) )0,63) —Inc 718 to r-118 [405 beiow b of tom of (S,5) (86,11 20%20 20 20 , 8.7 (6.1 x 8.1) {5.11 (75,7) (1,15) beam s1 t 1 ( 79 5 ) TFP442 {dl For ow- roge area 4amensbrs IeA than or between ttime Indi-,Wao, use the "r-Imum maulred flow 1a ole next I nlghast uwsrapff aria fa "tach nydrmia. ijw5w. cri[eria am sraleC. r ted residual sswes are P) naquirmmcnt is basad or mlriniurn flaw in GPM iLPM} frau cacti sadnkfa , The asauc,a gra r:alf.w4hod vWIq If in 11mmnol KdacleL Re1w So Hyd—fic Uesitp, mcmr our Desryr: Grit A Sec.tim, h r f flow m occardance with For NF t3 mar dmuN a ticotlons. the calor oe D.1 iYt:' ovarthe deal n a as o the (<) ❑ ell PP 9' gpnL 6 thw crdi r a urthe ilrrxe nwi t tie mo TA BLE- A WE T PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT -PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AA147 Y3 HYDRAULIC DESIGN CRITERIA (a) Fnr L mqe w" dlnrw,si❑m Irrax than or beiwalei thrmo inrllr:ahW, M, L' mn rnrem,xn renwrnd nuw int um next. I mitado ora stated. a ❑moo or which h rnullC ❑ee heal POYMa 9n g Y'd Title, Th. a Aah,d reax3rral restores ore Irom- m m GPM r.P €moi earA, 3 aq v I ni m baaecl art rn .I flwr rxv H uran e [ M1 rb) "o ralcutatad using the n❑mirwel M -lector no}ar to Hydraulic Daelgrs Ialtlw the Deargav Gffan6 socllon, (cE Fol NFPA 13 resiclanual a{r•rlk:atons, the greater of O 1 ppmdw rn r 1hH riemIn area nl llik now m ecrordanca w:th the c,Rvia in tN3 table muz be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDEAMAL 4.9 K -FACTOR FLAT -PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA �. ;j ; �.U. .k tx DRY PIPE SYSTEM 6we :�:.. AR G C © Minimum Flow and ResYd ual Pressure I'*0 Maximum Maximurll - OtdlnaryTelnp.Rating ~ - Four wire, 120 and 24 volt Minimum Coverage Spacing ewm Ftrx Ft. FF- 186•F [71•C) Deflectar'to Installation Spacing Flow Pressure (m x rrr) [mit Ceiling Type Ft. l 1 F . :9, GPM PSI Acle 24VDC lm) 95da iN t Vmin bar 95d8 120VAC 25rrA 4 x t 2 1 2 13 7.6 Smooth 220VAC 2umA (3,Tx3,7) (3,7) (48,2} (0.48) Geilirr8s 71S to 1-119 Inches Callings 1-114ts d InchesRecessed HBa r14d Genii! s er yf# pp 112 inch [12,7 mm) of total adjustment 14 x 14 14 14 82 (4.3 x 4,3) 44; !j {53,©) (0:57) seamed CbilingsIger N P 7 dr F A, a GDnc.a d s 1( .%5 t6 45 g q (4;8`3, d.'J} (d,0) (58,81 IQ -a51 13R, or 13. ins ls3d In WARNJNG" that provides cautions with respect to handling and rnAO- (a.41 i7 latrorr of sprinkler systems and of any authorities having Jurisdletion. FaPure to do so may impair the perW- =64,3) In x 1818 mance of those devices. 18 5 bean) Vmr.g Mrcrtast"MDL10 -1 A*e,'*EuuK4r w€ 20x211 (5,5 x 5,5) (S,5) (86,11 i01:3 -93) - 7RFto 1-1;H inChes below bottom Of 175,7) (1,13) 20 x2u 2fl 2i 1$.4 � 1 e x 6. i . 1 s1 t 1 ( 79 5 ) [ f 27 } beam 1 Melo K4a�r areflnurar,4rrt shown .a wtie:n pressixe npmaAmd ai ado. Wren cresswe Is rn�aE•red ki kPa: &Mn kxx rxaric Kda,�c'rslxvvr. by 14.6. m Is. r Check nufa 1 mer far a&'tiona a va H,e Is[I and a m a s avaRable at the any v fima ❑ TInlln . C a..k rulh the ma C u pF ' T1ris IsMe ahuv's 9 PP (a) Fnr L mqe w" dlnrw,si❑m Irrax than or beiwalei thrmo inrllr:ahW, M, L' mn rnrem,xn renwrnd nuw int um next. I mitado ora stated. a ❑moo or which h rnullC ❑ee heal POYMa 9n g Y'd Title, Th. a Aah,d reax3rral restores ore Irom- m m GPM r.P €moi earA, 3 aq v I ni m baaecl art rn .I flwr rxv H uran e [ M1 rb) "o ralcutatad using the n❑mirwel M -lector no}ar to Hydraulic Daelgrs Ialtlw the Deargav Gffan6 socllon, (cE Fol NFPA 13 resiclanual a{r•rlk:atons, the greater of O 1 ppmdw rn r 1hH riemIn area nl llik now m ecrordanca w:th the c,Rvia in tN3 table muz be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDEAMAL 4.9 K -FACTOR FLAT -PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA �. ;j ; �.U. .k tx 6 L=ANG 6we :�:.. AR G C © SIZE tial occupancies such as homes, apart- meats, dormitories, and hotels. When FARE ALARM BELLS kared Sound _oval ~ - Four wire, 120 and 24 volt �� 10 DAA. ('.HONG ,,- ',11 - Indoor and outdoor Instaliatfon -- - Waa herproof backbox ��— l Current f 0 120 •/Ac; 6", a", to', B' 0A. GONG - --� , 1 \ 1 24 VAC: 6". 10" I I 1 .. , ........ „ i' ... .. A:,.. „ \, D Y/ '3.:.= 9 PSI l 1 F . :9, . .- RAZING $ GONG sizE 6 L=ANG SIZE 10 Gomr SIZE tial occupancies such as homes, apart- meats, dormitories, and hotels. When Raked sound Lwal kared Sound _oval Rated spun❑ LBvco rfOtTA ,E Current of i Meter C. nom at'. Meer Current at 1 Mater wur, 259mA 95 B 250nrA 95d2 250mA @SfIB 12VDC160r-,A PSI 95dH JBGmA 9548 180mA Acle 24VDC 100mA 95da iN t 95da ,00mA 95d8 120VAC 25rrA 95d8 25m,4 95dB 25mA 98d6 220VAC 2umA 116dh 20-- 95 I ,WmA 97db Om4 Back Sax tqCK7Worldwide www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential Sprinklers 4.9 1C -tactor .Pendent Wet Pipe and Oral Pipe Systems General escutcheon reduces the accuracy to which the pipe drops t4 the sprinklers Description The TYCO RAPID RESPONSE Sanies LFII Resid�,ntialPendent and Recessed Pendent Sprinklers (TY2234} are deco- ratNe, Fast response. frangible bulb be cut. The Series LFII Reisidenliak Sprinklers have been designed wltil heat seM, tivity and water distribution charac- teristics proven to help in the control of residential fres and to improve the sprinklers designed for use in residen- chance for occupants to escape or be tial occupancies such as homes, apart- meats, dormitories, and hotels. When evacuated. aesthetics and optimized flow charac- teristics are the major consideration, Dry pipe System Application The Series LFIi Residential Pendent the Series LFfI Residential Sprinklers (TY2234) should be the first choice. and Recessed Pendent Sprinklers offers a laboratory approved option for The Series LFII Residential Sprinklerz desr9ntng dry pipe residential sprinkler systems, whereas, most residential The owner is responsible for rnein- are intended for use in the follow ng sprinklers are laboratory approved for taming their fire protection System and scenarios: wet systems only, devices in proper opefating cond)tion. + wet and dry pipe residential spry- kler systems for ane- and two-famlly Through extensive testing, it has been The Installing contractor or sprinkler manufacturer should be contacted with dwellings and mobile homes per NFPA 13D determined that the number of design sprinklers (hydraulic design area] for any questions. + wet and dry pipe residential sprinkler the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234] Sprinkler systems for residential occupancies up to and Including four stories in need not be increased over the number of design sprinklers (hydraulic design Identification height per NFRA 13R area) as specified for wet pipe sprinkler systems, as 3s accustomed for density/ Number (SIN) • wet and dry pipe sprinkler systems area sprinkler systems designed per PSI for the residential Dcrticns of any NFPA 1S. TY2234 occupancy per NFPA 13 Consequently, the Series LF11 9sekftow: The recessed version of the Series Residential Sprinklers offarthe features (I./min) LF11 Residential Spr[nKlers is intended of non -water filled pipe in addition to sial: -�� for use In areas with finished ceilings. not having to increase the number of 13 it employs a two-piece Style 20 design sprinklers (hydraulic design 7.0 Recessed Escutcheon. The Recessed area) for systems designed to NFPA Thread She Escutcheon provides 114 inch (6,4 13, 13D, or 13R. Non-waterflled pipe (4,46) mm) of recessed adjustment or up to will permit options for areas sensitive Callings 1-114ts d InchesRecessed HBa r14d Genii! s er yf# pp 112 inch [12,7 mm) of total adjustment to freezing. 14x14 (4,3 x 4 3) from the flush ceiling position. The 7.9 [o,4 a1 13 !49,21 adjustment provided by the Recessed ISKIS 16 l3 7.0 The Series LFN Residential Pendent and 7.0 19.9 x 4, g) necer sed Per?dent SprinkJers'TY2234) described herein roust tie installed and (0,48) IMPORTANT Always refer to Technleai Data maintained in complmfnce with this NFPA 13D ,13R Sheet TFP70a for the 'INSTALLER document and the applicable sten dards of the Netronal Fire Protection 113 x 18 WARNJNG" that provides cautions with respect to handling and rnAO- AssOclarlon, in addition m the standards i7 latrorr of sprinkler systems and of any authorities having Jurisdletion. FaPure to do so may impair the perW- =64,3) campanents. improper handllt7g and 1 d mance of those devices. (0163} lllstaflaWn can permarrenty omega a sprinkler system or ifs compo- nents and cause the sprinkler to fart W operate in a Erre sit 'sdon or cause it i4 operate pren'oturely. Page 1 of B TFP'400 Page 4 of S APRIL 2013 W For coverage area cimw*iorR less lean or b❑iwve those arair.•ated, us¢ the ffti l oom wuveo flow for the noxi highest eovera�ke arm for wtti-n hydra,alc pesy,n crit�3a are Ah f --d. Ftp Rrsqulmrnant 4 hde d w minimvm fl yw h GPro fLPM) herr, ea: -h aprinklw. T r-� as>; atxa rasad,ui3 presSSlrea arera3 Iffted using the nomaral K•facrcr. Rotcrto HyciaAc Daeign umdurltw pesrlyr: Crtr6ia sectlon. icd Far NrPA 13 Inaidant7al applic&ima, the graatfir a 0.1 gpraW over riv acs9n area ❑f tt,a fkm- in accordarKo with the rrirme In m' v —Lthkc lame ,r. t Ty, TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENTAND RECESSED PEA00VT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITiERiA TFP400 WET PI PE $YSTEM Max !MumMinimum Minimum Bios and AeslduM Pressure(6, c) Max. r Cove a e drdk15 Tam . ,tern y p 9 lntermedisie Tem .Roti n p 8 °P 3ecs�'mb wM: 1tn'1::3�.:. . CustfolnerName: Minimum rat agg Area ti 16 S"F BB"C ( 1 175 79'C ( ) Detiactor to inalailatton Spacing Flow Pressure Flow Pressure F€. x Ft. Ceiling TLPe Ft. (m x mf GPM PSI GPM PSI ..... . :1 I..-..... —. Meter & Service . � -........ (ml 9sekftow: (Llminl (bar) (I./min) (har) 1. - ... . sial: -�� ...._-. 8,811.06 12 x 12 13 7A 13 7.0 SmouCh SIN Thread She [3,7 x 3,7) {49,21 (4,46) (49,2) (0,4B) Callings 1-114ts d InchesRecessed HBa r14d Genii! s er yf# pp using 3tyk, 2q Escutcheon ar B 14x14 (4,3 x 4 3) 13 149.2} 7.9 [o,4 a1 13 !49,21 70 (0,48} ISKIS 16 l3 7.0 13 7.0 19.9 x 4, g) (443.2} (0,48) [49,2) a as {{ , 1 NFPA 13D ,13R n - essed an oc per NFPA 13D, 13H or 13 2 { ) 113 x 18 7 7 52.0 i7 12.D t5,5 x 5,5] =64,3) (17,831 164.3) (0163} 1-114 tp 1-31d Inches bele,,,V bottom of , Vmr.g Mrcrtast"MDL10 -1 A*e,'*EuuK4r w€ 20x211 20 16.7 20 76-7 (6,1 x6.1) 175,7) (1,13) (75,71 (1.15) beam. 1. Whvi using AC Lei's. terrrewE each extra wire separaidy G - 155 °F ps -C) W For coverage area cimw*iorR less lean or b❑iwve those arair.•ated, us¢ the ffti l oom wuveo flow for the noxi highest eovera�ke arm for wtti-n hydra,alc pesy,n crit�3a are Ah f --d. Ftp Rrsqulmrnant 4 hde d w minimvm fl yw h GPro fLPM) herr, ea: -h aprinklw. T r-� as>; atxa rasad,ui3 presSSlrea arera3 Iffted using the nomaral K•facrcr. Rotcrto HyciaAc Daeign umdurltw pesrlyr: Crtr6ia sectlon. icd Far NrPA 13 Inaidant7al applic&ima, the graatfir a 0.1 gpraW over riv acs9n area ❑f tt,a fkm- in accordarKo with the rrirme In m' v —Lthkc lame ,r. t Ty, TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL PENDENTAND RECESSED PEA00VT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITiERiA TFP400 (x) F W cmrwaye area diam inns lea! then w .r'ean rhttae ir,dic.uwd, ,ass aw_ nfw-,lr TI tt!gldrPd flim far the r l f�iegL ❑overage oma for tvhkh hydmullc do 3iQn critr are ad. tb) Raqul-o mnt t based on mni,mlL;M nvw In GPM (LPAgI from each sprhlkice The eavoclated Fealdiml prossuros am calqud=ed u®rg r r l n rYthrna reckon. ra I k -f r. .Hefei tv H •dreulk hra tN•,de 1t,e ptti She oar le a "IOr 1 W g (c) For NFPA 1a r , kimW apnkahor,s. th€ grw1o,, t 5.t .Wrrd uvor ilie &syn atm e1 the flow rn nu orowm with Ahs UOLWiia A: tnls Ublc must be used. TABLE 8 DRY PIPE SYSTEM SFRIE.5 LF11 RESIDENTIAL PENDENT AND RECESSECI PENDENT SPRINKLFR3 (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DAY PIPE SYSTEM Max !MumMinimum Flow and Residuai Pressurelb- cl COvere e gg i'y Ordinary . Rating IntermediaiQTBnIpp a 9 3ecs�'mb wM: 1tn'1::3�.:. . CustfolnerName: Mlntmun Area 755 3= (88'9} 175°F [T9°Ct 0-01actor to lnstailatkon Spacing Ft, xFt. im x m) Flow Pressure Flow Pressure Calling Type Ft. fkAeter:% GPM PSI GPM P51 ..... . :1 I..-..... —. Meter & Service . � -........ (M) 9sekftow: [Lfmin] (bar) fLlmin} {tar) 1. - ... . sial: -�� ...._-. 8,811.06 12 x 12 i3 7.0 13 i.0 Smooth SIN Thread She (3.7 x 3.71 09,2) {0.48] (19.2) (0,'4R) cwlirtgs 4 to 1-1ihe h A Inc e5 Bearned s per Callings Recessed usl ng S1yEe 20 E. 11 or nGii-r2C@s86 d S � A 1 14x14 (4,3 x 4,3) 14 (53,0) 8.2 (6.57) 54 (53'01 8.2 [0,57; 16 x 16 15 4.4 7 IO• $5 (4,9 x 4,9) (59.$) {0.65] (ct3.e) _ NFPA 130 pr 131R Per NFPA 13➢, Apprrned Finlnhea ApprovO Esculcheom tae' {14, C) 6- 13s 'F (571C). f55'F (t °C). 575'F (M'C!, and 200 "F (w I i .erase, L:hrome White Rt jestaW ', Black H •• Standard gudaeeoi❑un[ed escutcheon W z,e VAiing F,tbWast= Nfodel F•.1 Adf� sable 13.5 taxis (5,5 x 5,5) 18 {88.1) 13.5 (0.99) 18 [68,71 (D��s1 1-1ldt❑1�14 inches Below Ewttam of 13R,or13 Vmr.g Mrcrtast"MDL10 -1 A*e,'*EuuK4r w€ as x za 21 143,4 25 113.4 (0,1 x6,1) (78,5) (1,27) (79.5) (1,27) beset• 1. Whvi using AC Lei's. terrrewE each extra wire separaidy G - 155 °F ps -C) (x) F W cmrwaye area diam inns lea! then w .r'ean rhttae ir,dic.uwd, ,ass aw_ nfw-,lr TI tt!gldrPd flim far the r l f�iegL ❑overage oma for tvhkh hydmullc do 3iQn critr are ad. tb) Raqul-o mnt t based on mni,mlL;M nvw In GPM (LPAgI from each sprhlkice The eavoclated Fealdiml prossuros am calqud=ed u®rg r r l n rYthrna reckon. ra I k -f r. .Hefei tv H •dreulk hra tN•,de 1t,e ptti She oar le a "IOr 1 W g (c) For NFPA 1a r , kimW apnkahor,s. th€ grw1o,, t 5.t .Wrrd uvor ilie &syn atm e1 the flow rn nu orowm with Ahs UOLWiia A: tnls Ublc must be used. TABLE 8 DRY PIPE SYSTEM SFRIE.5 LF11 RESIDENTIAL PENDENT AND RECESSECI PENDENT SPRINKLFR3 (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA December 12, 2613 Sprinkler 41 a The Mking Corporation, 210 N industrial Park Drive, Hastings Nit 49058 Telephone: 26"45-9501 Technical Services: 877-384-15464 Fax- 269-618.1680 Email: techsvcs@vtkingcorp.com 1. DESCRIPTION Viking Micrafasla and fvlicrofastHPI" Glulcfc Response PaMent SpdnkW5r are small, thermosensilive, glass -bulb spray sprinklers available in several d[fferent finishes and terllperature ratt1iq$ and K -Factors to meet design requirements. The special Polyester,Polytetmfiuorcetllylene (PTFE), and Electroless Mickel PTFE (ENT) coatings can be used in decorative applicttfions where Calors are desired. in ad dition, these coatings have been investigated for installaTiOn in COrTosive atmos pheres and are listedlapproved i?s corrosion resistant as rndicaWd in lire Approval Charts. (Note: FM Global approves ENT finish as corrasion resistant FAR Global has no approval classification for PTFE and polyester coatings as carrasion resist- • . ;.�, ant.) 2. LISTINGS AND APPROVALS ut x, cULus Listed: Category VNIV .. - . , RM. Z FM Approved: Classes 2001, 2002, 2015, and 2917 PN 12879 PN 0&6668 NYC Approved: Calendar Number 219 -76 -SA and MEA 69-92-E. Volume 16 ABS Certified: Certificate U4-F1S407984C-PDA VdS Approved: CertiScatss 04040095, G404W97, G4060055. G4060057, 94880045, 9499{)436, and 649130021 :. LPC Approved: fief, Nos. 096e103 and 096,LVQ4 CIv CE Certified: Standard EN 12259.1, EG -certificates of conformity 0788 -CPT] -413130, 0786 -CPI -40170 and 0786-CPb- 40279, 0832 -CPT) -2061, and 0832 -CPC? -2003 MET] Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 11832 -MED -1908 NOTE: Other Mternational approval cerbfrates are available upon request. Refer to Approval Chart 1 and Design Critena on page 41 d for ci)Lus Listing requlmman'16 and refer to Approval Chart 2 and Design Criteria on page 41 f for FM Approval requirements that must be follawr�d, 3. TECHNICAL DATA .Specs f i cati o ns- Avaiiahre since 1987. MiNmufrl aperaling Pressure: 7 psi (0.5 bar)* Viking) Technical Hata may be found on n 12T 0 are rated for Maximum Working Pregsur¢': Sprinklers 12262 and 9 use with water working pressures ranging from the minimum 7 psi The VNrkng Corporafian'x Weh site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:llwww.vikinggrouptnc.cam. sure (HP) sprinklers can be identified by locating "250" Stamped on The Web site may include a more recent the deflector. All other Parr Nos. not mentlomd above are rated to a addion of this Technical Data Page - maximum 175 psi J12 bar) wwp, Factory tested hydrastaficaily to 500 psi (34.5 bar) Thread size; Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Gress -bulb fluid temperature rated to -65 'F (-S5 °C) Overall Length: Refer to the Approval Charts *OJLus Usting, FPA Approvai, and NFPA 13 instptls require a nun3mum of 7 psl (0.5 tar). The minimum opefetirrg pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting, Brass UNS-0,84400 or QM Brass for Sprinklers 12979 and 12282, Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze TANS -051600 of Copper UNS-019500 for Sprinklers 12979, 066668, and 067658, Copper UN5- C19500 for Sprinkler 12282. Phosphor Bronze UN S-051000, Copper VNS-019500 or Brass UNS-UWGO for Sprinklec O6720B. Brass UNS-C28000 for all other Sprinklers. Bushing (for Sprinklers 06718B. 06720$, and 12290): Brass UNS C3fiU00 Bulb: Glass, nomina€ 3 mm diameter Belleville Spring Sealing Assembly: Nickel POny, coated on loth sides Nth PTFE Tape Screw: Brass UNS-035400 Pip Cap and insert Assembly: Capper UNS-011040 and Stainless Steel UNS-530400 For PTFE Coated Sprinklers[ Belleville Spring -Exposed, Screw -Nickel Plated. Pip Cap -PTFE Coated a Polyester Coated S nick— Belleville Spring -Exposed Fax ENT E Mleville Spring -Exposed, Screw aril Pipcap - ENT coated. Form No. F 681296 (Replaces page 41a -f, dated December 4, 2613. - (Added -3 Escutcheon) Sprinkler 41d December 12, 2013 The Viking Gtsrporation, 210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services: 877-384.5464 Fax: 289-818-1660 Email: bachsvcs@?vlkingcorp.com ,Sprinkler :p! i '_"'.1 Z-.. - . .. .. - . _;.,,: --I. - - $� CIa15$#111B1?> . Residential Ce nneidion Ease -- Date; 3ecs�'mb wM: 1tn'1::3�.:. . CustfolnerName: M ,... PioneNo. ,,i t' ./�;'0 }w ---- �.. _:_ Poiret No. _I; ...:_.:.. -....- . . .. .. .: . .. GEC, :, .:.. . A r as:. .. <: , s : ; ;w ...:...: a:.. LID: t siork f,lo. __ .-- _ _._._.._-._...._........__ Lot No. ................._..7 ------__.----....__. Size of tat . « ! >2- c, SLI. ft. Tract No.. ....... ,_ _. b_..�- -- _. TYPeaf5er&N, ,++--i R-1: C'1 Clupiex: b Triptex: ❑ Apt,Lf sr141 e . -. ' ... ,..... .. .. .. ... . '.'. t . � ., x (�� 1-'. r "... AeTe 1 _�... rifle ,:S'�. :•2ffiA.•4. �n___ ._ wsel'c: w ....._ _ scc: � - 'Ireatmt'K: $2,43fs/04f c4lectilm- 52,415/edu fkAeter:% w __' ... iso S . V. its ialeLpr511a1. CSS _.__.-,.—......_. meter surchaw! i 1. _. — -- ...._.. .4�.''... '- ,' :: sevvim silw- w � �. T _..._._.__.... Service:. -1,.:......--....---.-...-.....m ..... . :1 I..-..... —. Meter & Service . � -........ :: •.. _....._....___..__......... _..._...-_-...__.._- 9sekftow: . .—:� Other: S - ____.._...._ (see explanation below! Sewer Lateral: 1. - ... . sial: -�� ...._-. 8,811.06 December 12, 2613 Sprinkler 41 a The Mking Corporation, 210 N industrial Park Drive, Hastings Nit 49058 Telephone: 26"45-9501 Technical Services: 877-384-15464 Fax- 269-618.1680 Email: techsvcs@vtkingcorp.com 1. DESCRIPTION Viking Micrafasla and fvlicrofastHPI" Glulcfc Response PaMent SpdnkW5r are small, thermosensilive, glass -bulb spray sprinklers available in several d[fferent finishes and terllperature ratt1iq$ and K -Factors to meet design requirements. The special Polyester,Polytetmfiuorcetllylene (PTFE), and Electroless Mickel PTFE (ENT) coatings can be used in decorative applicttfions where Calors are desired. in ad dition, these coatings have been investigated for installaTiOn in COrTosive atmos pheres and are listedlapproved i?s corrosion resistant as rndicaWd in lire Approval Charts. (Note: FM Global approves ENT finish as corrasion resistant FAR Global has no approval classification for PTFE and polyester coatings as carrasion resist- • . ;.�, ant.) 2. LISTINGS AND APPROVALS ut x, cULus Listed: Category VNIV .. - . , RM. Z FM Approved: Classes 2001, 2002, 2015, and 2917 PN 12879 PN 0&6668 NYC Approved: Calendar Number 219 -76 -SA and MEA 69-92-E. Volume 16 ABS Certified: Certificate U4-F1S407984C-PDA VdS Approved: CertiScatss 04040095, G404W97, G4060055. G4060057, 94880045, 9499{)436, and 649130021 :. LPC Approved: fief, Nos. 096e103 and 096,LVQ4 CIv CE Certified: Standard EN 12259.1, EG -certificates of conformity 0788 -CPT] -413130, 0786 -CPI -40170 and 0786-CPb- 40279, 0832 -CPT) -2061, and 0832 -CPC? -2003 MET] Certified: Standard EN 12259-1, EC -certificate of conformity 0832 -MED -1003 and 11832 -MED -1908 NOTE: Other Mternational approval cerbfrates are available upon request. Refer to Approval Chart 1 and Design Critena on page 41 d for ci)Lus Listing requlmman'16 and refer to Approval Chart 2 and Design Criteria on page 41 f for FM Approval requirements that must be follawr�d, 3. TECHNICAL DATA .Specs f i cati o ns- Avaiiahre since 1987. MiNmufrl aperaling Pressure: 7 psi (0.5 bar)* Viking) Technical Hata may be found on n 12T 0 are rated for Maximum Working Pregsur¢': Sprinklers 12262 and 9 use with water working pressures ranging from the minimum 7 psi The VNrkng Corporafian'x Weh site at (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pres- http:llwww.vikinggrouptnc.cam. sure (HP) sprinklers can be identified by locating "250" Stamped on The Web site may include a more recent the deflector. All other Parr Nos. not mentlomd above are rated to a addion of this Technical Data Page - maximum 175 psi J12 bar) wwp, Factory tested hydrastaficaily to 500 psi (34.5 bar) Thread size; Refer to the Approval Charts Nominal K -Factor: Refer to the Approval Charts Gress -bulb fluid temperature rated to -65 'F (-S5 °C) Overall Length: Refer to the Approval Charts *OJLus Usting, FPA Approvai, and NFPA 13 instptls require a nun3mum of 7 psl (0.5 tar). The minimum opefetirrg pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting, Brass UNS-0,84400 or QM Brass for Sprinklers 12979 and 12282, Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze TANS -051600 of Copper UNS-019500 for Sprinklers 12979, 066668, and 067658, Copper UN5- C19500 for Sprinkler 12282. Phosphor Bronze UN S-051000, Copper VNS-019500 or Brass UNS-UWGO for Sprinklec O6720B. Brass UNS-C28000 for all other Sprinklers. Bushing (for Sprinklers 06718B. 06720$, and 12290): Brass UNS C3fiU00 Bulb: Glass, nomina€ 3 mm diameter Belleville Spring Sealing Assembly: Nickel POny, coated on loth sides Nth PTFE Tape Screw: Brass UNS-035400 Pip Cap and insert Assembly: Capper UNS-011040 and Stainless Steel UNS-530400 For PTFE Coated Sprinklers[ Belleville Spring -Exposed, Screw -Nickel Plated. Pip Cap -PTFE Coated a Polyester Coated S nick— Belleville Spring -Exposed Fax ENT E Mleville Spring -Exposed, Screw aril Pipcap - ENT coated. Form No. F 681296 (Replaces page 41a -f, dated December 4, 2613. - (Added -3 Escutcheon) Sprinkler 41d December 12, 2013 The Viking Gtsrporation, 210 N Industrial Park Drive, Hastings M149058 Telephone: 269-945-9501 Technical Services: 877-384.5464 Fax: 289-818-1660 Email: bachsvcs@?vlkingcorp.com ,Sprinkler Thrxead Size Nominal I O'erafl ListingaandApptavals' j Ease Data fC Factor Length (Rorer atso to Design Criteria an papa die.} .F 6 P NPT BSP U.&. metric' L --e - mm cULue' aYC Yds LPCE i __...._..................-...-.�...... .—..._..-- __ _.._._-..........-..._._ �_ _: __l.-_._� -.-.—- _. _..._..._.... ........ Standard OrMoe —..._....-..... .-...._.._ 12979 VK302 .�..... 112 15 mm 5.fi .— ...� ._..... ..—.._... _. _ _.._. SU E1 _ 2-1147 AtX B7Y, C4, E47 AIX 81Y - - 7$1321 VK302 t."2" 15 mm 5.B 9D.8 2 lid' € 56 01x. BAY AIX, 81Y A2 A2x, BZY 92X. E2Y" I C2JC E2Y- i L.a Ouihca 05606B Vff352 3+4" 20 mm I'D 115.2 l 2.378" 8t1 A1X, S1Y, C4, E42 A14131Y A2 A7X C2" - t}87668'" VK3S7. E 1?2' L..-........� S5 mm S.0 11 S.2 2-31L° BO Atx B,Y, CSS, E4Z ........—..._.1 ......�..-... 01X, BAY �.—..._... A2 - _. A2" - I —...—.—.- Small Dr#tcet 067486' VK329 V2` 15 mm 23 40.3 123:•113" 56 A1x, H1Y Aix, 81Y - - -- •• _-_____._.. 05720BI VK331 112" 15 nasi 4.2 57 2-174• ' 58 01X, B,Y 01X, i35Y -- T..........._ _. .. ..._...._... -- ...—_. ........._. _._. __..,.. _....._..._........... 0693213 VK331 -- 18 mm 4,2 57 2318" 50 .. _ ,q2 E -_ ,° _.�.- _._._ ..........m-_�. ..-..�_.._.�._ ...- _- -_ -- -.. - ..._.,,., ., _ .,. ..- _.._. ..---' . ,,..,,--I..... Maxlmkim 250 PSI (17 bar) WWW 5tandsrd Orifice Sprinkler tatfic piping. All female pipe thread Nominal Overall Listings and Approvals' Base SIN Thread She K-Fal:tor Length d7 Daa n Crtteria on a e. (idafer also to tg PAr9 ) Part No' NPT 6$P U.S. maul:' € lnchaa mm cULua' NYG10 Yd$ LPCE I 12252 1IK3, 7 112° 15 mm 5.6. 1N. - 7-I A' 1 58 Al X, BSY Aix - . �_.�� 1 ''LL�gi3,!7R . - Maximum 250 PSI (77 bar} WWP Small Orifice e 122Hd)Tn Vtt342 172 lsmnt 2.6 '40.3 ' 2-3116' 96 A1X,t31Y Atx ' j _- . Approved Temperature Ratlrigs KAGt t �_.J C• i SLAG taut.} A - 336't i� °C� 155 `F W'C}, 77$ "F (74 "C], ' [B3 °c:1, and Apprrned Finlnhea ApprovO Esculcheom tae' {14, C) 6- 13s 'F (571C). f55'F (t °C). 575'F (M'C!, and 200 "F (w I i .erase, L:hrome White Rt jestaW ', Black H •• Standard gudaeeoi❑un[ed escutcheon W z,e VAiing F,tbWast= Nfodel F•.1 Adf� sable C1 nwyeeke�° , and Bleck PTFE E ;y%h, C - 153 -F {68 "C), i75'F (78'C), 200 •F (93 °C], a: d 286 T i 147 2 - tiraa8, Chrw,)e, while Palye,giv% and !,lack r . Swndard evrrate-mounted eecuxry � thA r Cj po*v4ter' Vmr.g Mrcrtast"MDL10 -1 A*e,'*EuuK4r w€ D - 135 T t57 -C) -11,5'F ld8 -C), 175'F [79 •C), and 2ae'F (141 3 - 6ra6s and Chrvme erseca�cd MIh me Vldngg otic'° Me❑el E -- "G3 4 - ENT' _td' 1, F-2, ar E -S kecrissed EsrurE-herrn E - t55 <F {GIS -G7, 1T5 •F [is "C}. and 2011-F to "G1 Tyco`e CPVC Pipe and Fittings pro- Z • 3tanderd awfaee�rlovnsrd eecutcheen w re - used with tt'a Yklnp rAcronratic""- Model >:-1 F. 155'F (88 "C), a75'F (79 -C), and 289'F (141 'CI F 1. 9teenre palaiiiyto ring ESC fielis 1. Whvi using AC Lei's. terrrewE each extra wire separaidy G - 155 °F ps -C) accordance with Installation Hand- Meter Silt a .. .� . Footnotes ' Base ran txrnher is � _ For twrnpwe pad numbs,, refer u3 Vikir,gs currant pros sche u -W- 1 Melo K4a�r areflnurar,4rrt shown .a wtie:n pressixe npmaAmd ai ado. Wren cresswe Is rn�aE•red ki kPa: &Mn kxx rxaric Kda,�c'rslxvvr. by 14.6. m Is. r Check nufa 1 mer far a&'tiona a va H,e Is[I and a m a s avaRable at the any v fima ❑ TInlln . C a..k rulh the ma C u pF ' T1ris IsMe ahuv's 9 PP ne. use n, the U.S. ark Canada. 'Listed oy :a,darvrrilers LahDTaLi:ries l far AroW@d for use. City M New York s❑�d of Stas ids and Repeals. Cslertdar Nlstther 2?9-76 50. I ciJi_" LKtep as cv"ian reactant. ' ouwr Gglocs are awbbre m request + Tim Ire soma unngz aro. Appi wags os It* *fan: ami caiwn. ' UsWgs Approvals Fmitad W L Hazard Oo awp whwe nikw+ed by the lrntallatisn standarEh. tieing applied, wdh KiAmI llCARY CaiWafed wai systems only. and apt ,iw Exception: 4.21{ y7rink3ars ,say be i'stalled on hydr-jv cady r�c:Ia'Ad dry pipe systems wnere lxpl u 1s �Im rasistari oeint6M* gwyanaaed °The sprimmnf orifice is busied. °AC e'i fm use, City ,e Nr< York Ve17ar ,.A d Buildings. MEA N�mbor M -S2 -B, Ikk 16. " CE Cor, Ole , StaWard EN 12239-., EGcerCSaetaa rd owVormny 0832 -CPD -200' anti Gj&V-QPD-Ko' . " cf Calti5ad, sta wmij EN t2zs i, EC•cartiFn6 Of L farTnlly 1pH6-CPD-407n- a CE Ce&fwd, Standard EN 1225Fr1. EC•o dream of conlomr,y 0786-CPD•4LAM and 0786 CPU AG779. `° * %$FED Cnrlrf d, Shaufxd EN .2259-1, E.L:•oarhr=tes of � fuw4ky 0831 44Ei 100 aTtd 0&_k2 -71X]8. x The 1:'2' NIT€ Large Drifts Sprihkler is Lsted and Approved for rabvflt only. WIRING INSTRUCTIONS oif,arc Description Technical Tyco CPUC Pipe and Fittings pro- Data duced by Tyco Fire & Building Prod- D.C. BELLS (observe polarity) A.C. BELLS Abandon ! fteloraite . ;:..:: ... .. kler systems. The Tyco CPVC Pipe Maximum Working Pressure . and Fittings are produced from Blaze AEQ [IN) -..__ REG {OUff �- Rei} IN _,,..,--..._-- Ret] OUT} 6.D• specially developed thermoplastic . compound composed of past c[lkorin- NSF, LAG and UL FM C -UL S B MEA.a . ated polyvinyl ch)oride (CPVC) resin the City of Los Angeles- (Refer to ]n ._.-.-.. stallatlon Handbook IH -1900 dated CPVC Pipe and Fittings are easier to q- lydoarsMtfs►ta S,np i fsy G,enamer Ij Cl/YS Ca syste=ms aBtti . superior heat resistance and strength U.S.A. • as compared to traditional CPVC and . PVC piping materials used in the Material plumbing trade. Various adapters are + pipe: ASTM'442, SDR 13.5 __ tatfic piping. All female pipe thread + Fittings, ASTM F436 (Sch. 40) and adapters have brass inserts for dura- ASTM F439 (Bch. 80), ASTM F1970 bility, Grooved adapters connect di- Color rectly to grooved end valves and me- Orange Unmestic 1N'€Ser Uerria ode r" ryce CPVC Pipe and Fittings pro- Fran axwol Panay or PNWVi,g ba` ', to rwaxi taaN w € en❑•drne assxv !Toro ecrtrp! anal dr p . precedLngtel 4 ; ) I Max. Row= 29.5 . Born:.:. stalled and malntalned in Compliance Max. rielw-r. . �_.�� 1 ''LL�gi3,!7R . r agMe sfandards of the Nafional Fire BLACK IN .,' - �" r- BLACKJOUTy KAGt t �_.J C• i SLAG taut.} _.._ : Mirk. Pressure-. _ ff" 05! . ::.1 Inlet PressLare=: ....:: . .;., .....: ,: r R 0 :.: x.04 � P ... The owner is responsible for maintaM- ing their fire protection system and de- i; _..., I ire1Z mande The insfalfingg contractor or sprinkler C`rutfet Pressure=: 'KI Psi with any guestiens. When ebmjiiro supervisor is r giied use In and dui Ira as dw*R. When elscrrioA &PtIOs❑r Is required use 3n a%put loads as shw4m. 1..e Max, Flow= .1 -.----» _ _... _ Urn . �_. _. .. Installation Limited Tyco`e CPVC Pipe and Fittings pro- Warranty Building Prod- doted its Tyco Fire 8 ul 9 Y y 1. 9teenre palaiiiyto ring ESC fielis 1. Whvi using AC Lei's. terrrewE each extra wire separaidy Mtn. PrN55Ure=: <-:-.....,. ,,.. : `: �" .- ...... _ accordance with Installation Hand- Meter Silt a .. .� . �..>�p e incl' -:' W- ranted solely to the original Buyer for ten (10) years against defects in mate - 2 Red w res yosarvs {+y 3. Black wlree negative (') ager Iasi hell 2, Fnd4dine fasistor is not required oul AC belly 55isimm T� ' D E and properly,vtstalled and maintained Service sloe--._...r,.w...._.._._._... l RC�T, 1 warranty will expire ten t years from date of shipment by TFBP. No The owner is responsible for the In- waTraW Is given for products or com- Multi Stand Allam ponents manufactured by companies their fire protection system and de• not affiliated by ownership with TFBP i in compliance with this docu- v ccs co p or for products and components which merit, as well as with the applicable INfSTALLA4T10,N: I. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible. I standards of the National Fire PrMec- *. For C4.1wlation Pus s- La—mige Gottnectkm fndidin: not been installed, maintained, mad[ - addition to the standards of any TO SYSTEM 2. Remove the gong • C1fWD USES WORST CASE CONt]I'I'iitN Service Cwmecl:l S Pipe -SLI', Metier Stop, Meter, Check Valve & Shut Dff Vahw Protection Association, andlnr the IJ standards of any other Authorities 3. Connect the wiring (see diagram). 4. Mount bell mechanism to backbox (bell mechanism must W mounted with the striker pointing down). Having Jurisdtct[on. Materials found } Automatic sprinkler systems should be by TFBP to be defective, shall: W either Inspected, tested, and maintained by ap _ -T.Q.R. _ EL - 1 5. Reinstall the gang (be sure that the gang positioning pin, In the mechanism housing, is !n th hole In the gong)- • TrT� .^nr:':a>,:.ii:-. -i:. ` 1::.:',I::i. Notes. q_3s6 - � t "' :,.s.:.t r,r..f",-±-i;i:-)�'r^r .. • €:.:,v::'' r .. , c� ..1... , ... ... _ a : ,- .. .. t. K1,>i .:-' ; any other obligation in connection with - r f rod - I f products or parts o the sale o p p p L Test all bells for proper operation that they can be heard wbem required (bells must be heard in all areas as designated by the � :� �.:':y':ii...: , dv , r'.... . . . , . . Before closing a fore protection system curate or incomplete information sup- plied by Buyer -or Buyer's re¢ra- contral valve for inspection ar mainte- authority having jurisdiction). _ "..: ':..:. ..:; 7 - :..:.. ... . i . . tem that itcontrofs, permission to sltul In no event shall TFBP be liable, in down the affected fire protection sys- COUPLING tem must first be obtained from the .. Rz.._.................................. proper authorities and all personnel Indirect. special oroonsequentialdam- who may be affected by this action t n t limited to labor s includin bu 4 ages, g must be notiffed, SOC] -854-1[118 www.a�rgcc.taot5rt FAX 7130-727-327a was informed about the possibility of + protection system m After placing a fire p a y i no event shall su ch damages, and n 9 in service, no(Ify the proper authorities TFBP's liability exceed an amount and advise those responsibJefarman i- ua1,o the sales rice. uq p - -- -- - tionalantts, of au and ell other warranties_ ex- press a1aq__ r imolisd. including_warranties 300Li3. WATER GAUGE clusive remedy for claims based on failure of or defect in products, materl- heth r the dalm cis or tom nests. w e Po is made in contract, tort, strict liabillty U 112" DRAIN VALVE: - OPTIONAL I all n permitted b low. The Invalidity, tent erm t a P Y Y. j whole or part, of any portion of this (:0 warranty wltt not affect the remainder. PRESSURE RELIEF VALVE LL 0 Cr FLOW SWITCH WITH ❑ 30 - 40 SEC, DELAY H CHECK VALVE WITH RESILENT SEAT TRANS FROM = 1I2" PVC DRAIN TO EXIT 8" MAIN 3/4" METER PVC X COP 5� = B.O.R. EL = 9' I r 2" PV 01 IIIIIIIIIIIIIIIIIII 5' 1 P SHUT OFF (D 2 3 (4) EL=Q EL=3' EL=5' tgfmlIF1r e& Building Products Technical Services: Tel: (800) 381-9312 i Fax: (80o) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General HANGER SPACING Description Technical Tyco CPUC Pipe and Fittings pro- Data duced by Tyco Fire & Building Prod- NOMINAL. SIZE kLAPf SPAptKi PIPE SIZE SfSTEM PRESSURE ucts (TFBP) are designed exclusively Sizes for use in wet pipe automaficfire sprin- 3i4" to 3" kler systems. The Tyco CPVC Pipe Maximum Working Pressure . and Fittings are produced from Blaze 175 psi Masters CPVC compound that is a 6.D• specially developed thermoplastic Approvals compound composed of past c[lkorin- NSF, LAG and UL FM C -UL S B MEA.a . ated polyvinyl ch)oride (CPVC) resin the City of Los Angeles- (Refer to ]n and state of the art additives. Tyco stallatlon Handbook IH -1900 dated CPVC Pipe and Fittings are easier to June 2008 for exact listinglapproval install than traditional steel pipe sys• information.) tems, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. • as compared to traditional CPVC and . PVC piping materials used in the Material plumbing trade. Various adapters are + pipe: ASTM'442, SDR 13.5 available to connect CPUC pipe to me- tatfic piping. All female pipe thread + Fittings, ASTM F436 (Sch. 40) and adapters have brass inserts for dura- ASTM F439 (Bch. 80), ASTM F1970 bility, Grooved adapters connect di- Color rectly to grooved end valves and me- Orange , tallic pipe, with flexible grooved end couplings. ryce CPVC Pipe and Fittings pro- duced with SlazoMastet® CPVC com- pound described hereirt must be in- stalled and malntalned in Compliance with this Cocumenf arro, with the appli- r agMe sfandards of the Nafional Fire Protection Association, in addition to the standards ofanyadthadlies having junsdlctran. Failure to da so may im- pair the performance of [hese devices. The owner is responsible for maintaM- ing their fire protection system and de- vices In proper operating condilion. The insfalfingg contractor or sprinkler manufacturer should be contacted with any guestiens. Page 1 of 2 JUNE. 2008 Page 2 of 2 Installation Limited Tyco`e CPVC Pipe and Fittings pro- Warranty Building Prod- doted its Tyco Fire 8 ul 9 Y y acts (TFBP} are to be Installed in manufactured b Tyco Fire & Praducl.s rite y y accordance with Installation Hand- Bull ding Products (TFBP) are war - I bCQk IH -1900 dated June 2048. ranted solely to the original Buyer for ten (10) years against defects in mate - Ca d Tial and workmanship when paid for re and and properly,vtstalled and maintained 1 Maintenance under normal use and service. This 10) 1 warranty will expire ten t years from date of shipment by TFBP. No The owner is responsible for the In- waTraW Is given for products or com- j spection, testing, and maintenance of ponents manufactured by companies their fire protection system and de• not affiliated by ownership with TFBP i in compliance with this docu- v ccs co p or for products and components which merit, as well as with the applicable have been subject to misuse, improper I standards of the National Fire PrMec- installation. corrosion, or which have 5 in tion Association (e.g., NFPA 2 ], not been installed, maintained, mad[ - addition to the standards of any fired or repaired in accordance with ap- authority having jurisdicllon. The in- plicable Standards of the National Fire stalling contractor orpraductmanufac- Protection Association, andlnr the tuner should be contacted relative to standards of any other Authorities any questions. Having Jurisdtct[on. Materials found } Automatic sprinkler systems should be by TFBP to be defective, shall: W either Inspected, tested, and maintained by ap TFBP's sole repaired ar re laced at T B qualkfled Inspection Service in accord- F P neither assumes nor option. T B ante with local requirements andlnr I r it h riz s any arson to assume for auE o e yp national codes. any other obligation in connection with r f rod - I f products or parts o the sale o p p p I ucts. TFBP shall not be responsible for ® sprinkler system design errors or inac- Before closing a fore protection system curate or incomplete information sup- plied by Buyer -or Buyer's re¢ra- contral valve for inspection ar mainte- scoter ves - nance wank err the fire protection sys- tem that itcontrofs, permission to sltul In no event shall TFBP be liable, in down the affected fire protection sys- contract, tort, strict liability or under tem must first be obtained from the any other legal theory, for incidental, proper authorities and all personnel Indirect. special oroonsequentialdam- who may be affected by this action t n t limited to labor s includin bu 4 ages, g must be notiffed, charges, regardless of whether TFBP was informed about the possibility of + protection system m After placing a fire p a y i no event shall su ch damages, and n 9 in service, no(Ify the proper authorities TFBP's liability exceed an amount and advise those responsibJefarman i- ua1,o the sales rice. uq p forog pmpnotary and/or central star- The f n warranly is madfl'lfall tionalantts, of au and ell other warranties_ ex- press a1aq__ r imolisd. including_warranties tiQular ournose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materl- heth r the dalm cis or tom nests. w e Po is made in contract, tort, strict liabillty or any other legal theory. h full eK- This warrant will apply tot e Y Pp Y I all n permitted b low. The Invalidity, tent erm t a P Y Y. j whole or part, of any portion of this j warranty wltt not affect the remainder. 0 rapid response "OrAE FIRE SPRINrtLFR sysTEm SrazehMasrer b is a ragistorad trademark of The LubNzol Corparatfon TFP1915 Ci 2008 TYCO FIRE & BUILIUNG PRODUCTS, 451 North Cannon Avenue, Lansdale. PannsylvaNa 18446 TFP1915 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE RANGER AND tS THE NARDDM KOK HEAD SELF THREADING SCREW MINIMUM FASTEE);__� L£ IS FURNISHED WMhI THE HANGER AND IS THE MINIMUM ;Efv HARnEMED HE3C 1 sElF THR&ADIItG SCREW IS FURNrSHE'A WITH THE }tAfaGER AND IS THE MINIMUM FA-,`-TENER SIZE ACCEPTABLE I 0 "'�b TOT F45TD4ER STRAP TYPE RANGER CPOC DOUBLE FASTENER STRAP TYPE W,HGER SIHGLE Fk4TENER STRAP TYPE HANGER FiGURE 23 - CPVC HANGER FIGURE 24 - CPYC HANGER FIGURE 22 -CPVC HANGER SLAZEMASTER CPUC PIPE LJ 1 �� :� WARNING 5IG!i WIT€I 41INIMUNI 114" INCH LETTERS, SILUL BE AFFIXED ADJACENT TO MAIN SHIT OFF VALVE AND SHALL STATE THE FOLLOWING: "THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW QR DECREASE THAT PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER Tn FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTNERS, FILTRATION SYSTEMS, AND AUTOMATIC SHUTOFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. ISO NOT REMOVE' THIS SIGN". Y o� La Qulnta Tract #31 68 1-3 PLANS 21, I PLAN 21 MAIN .OLOOR HANGER SPACING CASITA END LM��E YNKLER PhCgJ P T�{� HANGER LOCAI IO:vS AHE TO BE GARAGE NOMINAL. SIZE kLAPf SPAptKi PIPE SIZE SfSTEM PRESSURE PORTICO inches {mm} feet {m} incttee < 100 E ] 100 psi COVEOED DECKS 209 S.F. 4- (a.�.a 6.D• ,.� ,- 12• e• PLACEII PER IMANi,1FACTi�RERES SPECIFICATIONS 1-1 4• 32.0 6,5' 2.0 1-, 4- 78" 12- 1-1 2• 40.0 7,0' 2.1 , 1 , 2-_a- 24• 12• TABLE 2 ktAXl uM SUPPa P EIG D E PIPE SITE ,,It. PRi�SIfRE inches .1 100 i 7 Ida :� WARNING 5IG!i WIT€I 41INIMUNI 114" INCH LETTERS, SILUL BE AFFIXED ADJACENT TO MAIN SHIT OFF VALVE AND SHALL STATE THE FOLLOWING: "THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW QR DECREASE THAT PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER Tn FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTNERS, FILTRATION SYSTEMS, AND AUTOMATIC SHUTOFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. ISO NOT REMOVE' THIS SIGN". Y o� La Qulnta Tract #31 68 1-3 PLANS 21, I PLAN 21 MAIN .OLOOR 25872 S.F. CASITA 408 S.F. TOTAL 3,280 S.F. GARAGE 809 S.F. PORTICO 68 S.F. COVERED PATIOS 729 S.F. PLAN 21X MAIN FLOOR ": 2,579 S.F. CASITA I ' 418 S.F. SECOND FLOOR .11 327 S.F. TOTAL i 3,324S.F. GARAGE 809 S.F. PORTICO 24 S.F. COVERED PATIOS I 729 S.F. COVEOED DECKS 209 S.F. I 5I'rE PLAN Nn�'�S 1. ALL LOTS TO HAVE 3/4' WATER METERS. 2. ALL LOTS TO HAVE 2" (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE. 3. NO ELEVATION ON ANY LOT TQ EXCEED 5'FT IN ELEVATION FROM METER TO HOUSE, 4. NO LOT TO EXCEED 20'FT FROM S" MAID TO 314" WATER METER. 5. NO LOT TO EXCEED 120'FT FROM 314" WATER METER TQ HOUSE. 6. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE. 7. ALL 314" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. S. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO FOR ENTIRE PROJECT, WHICH WOULI] &E THE LONGEST RUN OF UNDERGROUND FROM ,MAIN TO WATER METER OF 20'FT AND THE LONGEST UNDERGROUND FROM WATER METER TO HOUSE QF 120'FT FOR EACH PLAN TYPE. ALL CONiPARTbiENTS WITH ONE kiEAD WILL SE BASED ON 20'FT SPACING. ALL OTiiER ROOMS ARE BASED ON 16'FT SPACING. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 11EAD CALL i�N 1 Fr ` FT S PAC TNG QAM&�_ en_x� C-16 License 682025 22 � 23(65' Lots) PLAN 22 PLAN 23 MAIN FLUOR 3,116 S.F. CASITA 444 S.F. TOTAL 39560 S.F. GARAGE 1 & 2 856 S.F. PORTICO 105 S.F. COVERED PATIOS 630 S.F. .PL AN 22X MAIN FLOUR 2,814 S.F. CASITA 444 S.F. SECOND FLOOR 341 S.F. TOTAL 39599 S.F. GARAGE 1 & 2 870 S.F. PORTICO 104 ST. COVERED PATIOS 630 S.F. COVERED DECKS 250 S.F. MAIN FLOOR 3,100 S.F. CASITA 512 S.F. TOTAL 3,612 S.F. GARAGE 863 S.F. PORTICO 161 S.F. COVERED PATIOS 631 S.F. PLAN 23X IIIIAiN FLOGR 2,821 S.F. CASITA 512 S.F. SECOND FLOOR . - 372 S.F. TOTAL .. 3,705 S.F. GARAGE 863 S.F. PORTICO 161 S.F. COVERED PATIOS 631 S.F. SUN DECK :;;. 446 S.F. 1. DESERT DEVELOPMENT4 � ""'V I/ IG E FRWY, (10) �N �'%" a, W4RING_ DR, .�, , NO* 54TH AVE LA 00 MTA PROJECT SITE AIRP° T BLVD' 58TH AVE LLS p LIJ fY 10- 27 �� APPROVAL 60TH AVE, RYVER.SIDE COUNTY EIRE DEPARTMENT Z LI A SA hl Af�1 OTTIIVGH` F S� DATE: 1-31•) CASE# I- • 11-/C5'r �J11E HREDEPT 62ND AVE. AtI€� FOR ONE Y APPROVAL aECT PLANS VICINITY ANAP COMPLIANCE. WrM APPf.TrAGI-F MDES NTS ,& M. SECTION 27, T,6,S , R,7,E„ S.B,B GENERAL NOTES AMPLET # 1310 2013 R N.F.P.A. PH 1. THIS i5 A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND 10 [ EDITION) AND THE RIVERSIDE COUNTY FIRE DEPARTMENT d ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 7. PROVIDE ELECTRIC BELL FOR LOCAL ALARM. WIRING BY OTHERS. SIZE AND LOCATION ON PIPING PLANS. 4. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. 5_ GARAGE AND MECHANICAL ROOMS TO BE SPRINKLED W/175 HD. B- SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SQ. FT. 7. 0 = INDICATES CALL. REFERENCE POINT. 8. DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC -(2013). 9, ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND THE INTEGRITY T RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN OF FIREWALL. 10. MAINTENANCE BOOL[ AND 1 HEAD (UP TO 3 OF EACH TYPE IF REQUIRED) PLUS HEAD WRENCH SHALL BE PROVIDED IN SPARE HEAD CABINET LOCATED NEXT TO RISER. 11. PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTIONS OF THE PIPE MANUFACTURER. 12. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH A NEW LISTED SPRINKLER PER NFPA 13-D STANDARDS. 13. EXTERIOR EXPOSED STEEL PIPING PAINTED. 14. CONTRACTORIOWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND. (CHECK WiTH SYMONS FIRE PROTECTION FOR PROPER SIZING) 15. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE (AND TO BE INSTALLED BY OTHERS). 15. WATER INFORMATION PRC'lllf'. ^ 5,r COACHELLA VALLEY WATER DISTRICT WITH A STATIC PRESSURE OF 102 PSI AT THE WATER MAIN AND fig PSi AFTER THE WATER METER OUTLET ON DECEMBER 26, 2013. NO CALCULATIONS EXCEED THE 69 PSI. SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS: DESIGN SPRINKLER = TYCO LF II CONC./FLAT 49 K -FAC'T'OR .SPRINKLER FLOW REQ, C., 16' SPACING, FLAT 8' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 13.0 GPM (a: 770 PSI. (SIN) ## TY3596 SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS, DESIGN SPRINKLER ;!= TYCO LF II CONC./FL 4.9 K -FACTOR SPRINKLER FLOW REQ. ,J{; 20' SPACING, FLAT 10' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 20.0 GPM a.'. 16.7 PSI. (SIN) #TY3596 SYSTEM FLOW REQUIREMENTS. SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REOUIREMENTS PLAN 21 [GREAT RMS 1 HD = 20.4 GPM FLOWING W/ 149.8 RESIDUAL PSI AT BASE OF RISER 1 HD = 25.0 GPM FLOWING W/ 75.7 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 21 (GREAT RM 2 HD = 28.0 GPM FLOWING W/ 57.8 RESIDUAL PSI AT BASE OF RISER 2 HD = 33.4 GPM FLOWING W/ 89.8 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 2 1 X 12"° FL BED 3) 1 HD = 20.0 GPM FLOWING W/ 45.9 RESIDUAL PSI AT BASE OF RISER 11 HD = 25.0 GPM FLOWING W/ 71.9 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 212L1sT FL GREAT RMl 2 HD =28.0 GPM FLOWING W/ 58.2 RESIDUAL PSI AT BASE OF RISER .2 HD = 33.0 GPM FLOWING W/ 90.2 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN #22 (MORNINGRM 1 HD = 20.0 GPM FLOWING W/ 45,9 RESIDUAL PSI AT SASE OF RISER 1 HD= 25,0 GPM FLOWING W/ 71.9 RESIDUAL FSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN #22 {KITCHEN) 2 HD = 27.8 GPM FLOWING W/ 50.4 RESIDUAL PSI AT BASE OF RISER 2 HD = 32.8 GPM FLOWING W/ 82.3 RESIDUAL PSI AT SOURCE an __ S LAN PLAN X FL BED3) TERiA AND FLOW UIREMENT P 22 2 SPRINKLER SYSTEM ,DESIGN CRI REQ• [ ) - .4 RESIDUAL FSI AT BASE CAF RIS ER 1 HD � 20.0 GPM FLOWING W{ 42 1 HD = 25.0 GPM FLOWING W1 68.4 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS _PLAN PLAN 22X [KITCHENi 2 HD = 27.8 GPM FLOWING W/ 49.8 RESIDUAL PSI AT SASE OF RISER 2 HD = 32.8 GPM FLOWING W/ 81.7 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23 (GREAT RBU 1 HD = 20.0 GPM FLOWING W/ 45.3 RESIDUAL PSI AT BASE OF RISER 1 HD = 25.0 GPM FLOWING W/ 71.3 RESIDUAL PSIAT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23 GREAT RM 2 HD = 26.2 GPM FLOWING W/ 45.8 RESIDUAL PSI AT BASE OF RISER 2 HD =31.2 GPM FLOWING W/ 76.3 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23X (14T FL CASITAI 1 HD = 20.4 GPM FLOWING W/ 41.9 RESIDUAL PSI AT BASE CSF RISER 1 HD = 25.0 GPM FLOWING W/ 67.9 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23X (2"n FL OFFICE) 2 HD = 2'1.3 GPM FLOWING W/ 43.6 RESIDUAL PSI AT BASE OF RISER -- 2 I-II] = 32,3 GPM FLOWING W/ 75.1 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23XX ;CASITA} 1 HD = 20.0 GPM FLOWING W/ 51.8 RESIDUAL PSI AT BASE OF RISER 1 HD = 25.0 GPM FLOWING W/ 77.8 RESIDUAL PSI AT SOURCE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REOUIREMENTS PLAN 23X (KITCHEN) 2 HD = 26.2 GPM FLOWING W1 45.9 RESIDUAL PSI AT BASE OF RISER 2 RD= 31.2 GPM FLOWING W/ 76.5 RESIDUAL PSI AT SOURCE FEW CfD 110 I 00 Ora I r+ ,Z) . r-, '0 O n' ' . �` - ": :. z 0 !y e iv, ur] Gil C + 00 . Py � i w �� I U � ` 00C I oI f- �� .. yr"1 'C']� * 6 � r t %4W HC* J � f� oo >- m ,- I co - a Q � Ir -_A r--) `r = a� 0-4 w RECEWED' DEC 24 2014 R[VER5117E COUNTY FIRE ROTECTION PLANNrNG + DESO 760) 863-$886 �i V] L47 &--.i Cq C) W Cq W2� � i-6 H � 7- C) =`�� ,n l h U W ti O Gl, I --t CI] U ) H � � W :� C4 C�r F_ iJ] � 0 C4 a Ioi3111_� AS NOTED DRAWN: CpINI] I CAUDILLO JCP: 14-307 SHEET 1 OF SHEETS 00 00 a 0 c� R 10/31/14 MLAU : AS NOTED DRAWN: CANDI CAUDILLO JOB 14-307 014 9 SHEETS E -H ■ a a CL] CIO rn Ln ` � 0, N W cq ` E-. 0000 Q co in OVD G 00 CC] � Q � Q H H u CfJ 10/31/14 MLAU : AS NOTED DRAWN: CANDI CAUDILLO JOB 14-307 014 9 SHEETS H V) ■ a a CIO rn Ln ` � 0, N cq E-. Q OVD G CC] � Q � H 10/31/14 MLAU : AS NOTED DRAWN: CANDI CAUDILLO JOB 14-307 014 9 SHEETS H V) ■ a a ` � H E-. Q 10/31/14 MLAU : AS NOTED DRAWN: CANDI CAUDILLO JOB 14-307 014 9 SHEETS I. T. V. 5`0 AB. F. G. W KEYLESS HOSE BIBB — ARCM EL 1 ul 1 3 -- ARCH REPRESENTS SOFFITS, ALL PANTRY I I I 1! I MORNING RM 0 9' / SOFFITS TO BE ITT Ixll II Ii fl l zTc �r—gr f ITTUG —1 9g --- --� I I ALL G X 6 BEAMS ISI ! �QRTIL{� I ISI T77i, r I li 7�T I ! PATIO Ixl IN PORTICO II }I -iD�---� 5`40" j I ARCH o 0 ! EL -15'` -IQ" I I ! I PQRCN CAB x -7 1'-11' 5'' I I +000 REPRESENTS LIGHT FIXTUREII 0 ------------ REPRESENTS FAN f GREAT RM Q r HEAT f. 12'CLG I UP 3 FT DN 2 FT 'r 4 '74" - r , FP I I3AR ! 0 0 - - - - - - - - • CASITA ' I '� ---- —---------- r ]I CLG ' 6� , ZONEI I I - FAU FAU — 1 25 TN IN' — ARCH v 1 CAR GARAGf: I I ATTICI ATTIC . DN 5' F1` ❑ AiL FINISHEll �' i r L - �.. _.. T.. - .�. CAB I PATIO �' :r =______________� I4! 5'r E VA'V , . ."�r a moi- .. r i ,i , I CLG jiO Na 9� �-4'. - B B r1. / WIC WIC 3 J. BEI) 3 I` VAN ! 0 0 V/. E -3o ZONE I/, �71;' I �` ARCH 14ma ,- , �✓ UP fi' FT — — CAR CAB _ ._.._ 0 HALL_ I� I HALL f � � � � � ARCHT�— II L � 5t��r Q UP `FT j/r�r - IAI,I. ._[ FAU — r _.—_. CL _fid 3 A i iQ UTIL IN PATIO ' - 5 °--! - HALL I I VAII Ell I I ATTIC f - I� I I jf f WIC NCO. S. 91 / BATH 0 _ A Q I I I M. BED j 21 SQ. FT f-4. 4`-9" _ S. .... BED 2 LP 3' FT Ii �. FT. I � S I I HALL T. CL I; TN A �. 1. •I _ I- �I TTAT i I. T. V. 5'-0 " AB. F. G X 9TC 12'CLG SS GREAT RM 12'CLG T m DN FAU FAU IN IN 11' ATTIC ATTIC I ZONE i F1' FF CAB HALL (OPTION W/GUT BEAMS) ALL 3/4" CPVC 'PIPING PIPING PLAN ALL 10'-0" FLAT CLG'S U. N. 0. 3/16 1r=1 I _D It U. N. 0. PLAN 2 2 *** PLAN 22 **'* G MOREL SIN# TYPE TEMP FINISH K -FACT CANOPY QTY LF11 TY3596 SSP 160 WHT 4,9 (ONUFLAT 42 G Q/R VK302 SSP LL11 TY2234 SSP LERS FOR PLAN 22: 200 175 WHT WHT ? 5.6 4.9 40IW/GRDS 401W/GRDS 2 7 51 S C_16 License 682025 �a-iv-Qs-iy9 Domestic Water Demand* Max. Flow= 29.5 gpm Min. Pressure= 65 Fire Sprinkler Demand* Max. Flow= 26 Min. Pressure= 49 System Type_: Multi Stand Alone * CVWD USES WORST CASE CONDITION Service Connection** Max. Flow*= 29.5 9PM Inlet Pressure 1= 99 psi Outlet Pressure= 69 psi Meter Size = 3/4 inch service Size= 1 inch 1 Prior to Pressure Reaulating Valve ** For Calculation Purposes- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 31681-3, Andalusia. The SWSC fee will be charged .48 per lot & due to a Special Agreement we will not collect the WSBFC & only collect the TFC of the SCC fee. Per Construction Dwg. No. 33358 there is an existing 1" service & per Dwg. No. 33366 there is an existing sewer lateral. E-mail Invoice to: kingchris1962@yahoo.com PZ 14-5898 Technician: Sandra Villalobos Approved by: ,�% Date: wjl �//v cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 101141 Z Residential Connection Char a Estimate Date: December 18, 2014 Customer Name: T. D. Desert Development Phone No. (760) 777-1001 Parcel No. 764-660-009 Geo. 06-07-27-1 Address: Andalusia, La Quinta LID: 663368 Block No. Lot No. 29 Size of lot: 11,326 sq. ft. Tract No. 31681-3 Type of Service: R-1: 0 Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ 6,245.28 Acres: 0.48 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 2,436.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 390.00 Metersize: 3/4 inch Meter surcharge: $ - Service Size: 1 inch Service: $ - Meter & Service: $ Backflow: Other: ,, (see explanation below) Sewer Lateral: $ - Total: $ 9,071.28 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Max. Flow= 29.5 gpm Min. Pressure= 65 Fire Sprinkler Demand* Max. Flow= 26 Min. Pressure= 49 System Type_: Multi Stand Alone * CVWD USES WORST CASE CONDITION Service Connection** Max. Flow*= 29.5 9PM Inlet Pressure 1= 99 psi Outlet Pressure= 69 psi Meter Size = 3/4 inch service Size= 1 inch 1 Prior to Pressure Reaulating Valve ** For Calculation Purposes- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 31681-3, Andalusia. The SWSC fee will be charged .48 per lot & due to a Special Agreement we will not collect the WSBFC & only collect the TFC of the SCC fee. Per Construction Dwg. No. 33358 there is an existing 1" service & per Dwg. No. 33366 there is an existing sewer lateral. E-mail Invoice to: kingchris1962@yahoo.com PZ 14-5898 Technician: Sandra Villalobos Approved by: ,�% Date: wjl �//v cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 101141 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 22 - MORNING RM *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-307 DATE: 11-3-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K -FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 45.9 psi 4.9 CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY FIRE WATER FLOW AVAILABILITY DATA: STATIC: 102 psi (-10% 91PSI) RESIDUAL: 101 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE "'-RINKLER SYSTEM HYDRAULIC ANP -:SIS Page 1 DATE: 11/3/2014 - C:\PROGRAM FILES\HRS SYST,--jS\HASS83\14-307--4.SDF JOB TITLE: PLAN 22 - 1 HEAD CALL. 20.0 GPM 3.0 WATER SUPPLY DATA -- - -- 3 3.0 - - - - SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 91.0 90.0 500.0 91.0 25.0 71.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.9 25.0 2 3.0 - - - - 65.7 -- - -- 3 3.0 - - - - 52.7 - - - 4 5.0 - - - - 51.2 - - - 5 9.0 HOSE STREAM 45.9 5.0 6 15.0 - - - - 42.4 - - 7 15.0 - - - - 40.3 - - - 8 15.0 - - - - 34.9 - - - 9 15.0 -- - - 31.3 - - - 10 15.0 - - - -- 31.3 - - - 11 15.0 - - - - 23.5 - - - 12 15.0 - - - - 24.3 - -- - 13 15.0 - - - - 25.3 - - - B 18.0 - - - - 21.2 - - - A 15.0 K= 4.90 16.7 20.0 -INKLER SYSTEM HYDRAULIC ANAT-SIS Page 2 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYST,,---iS\HASS83\14-307--4.SDF JOB TITLE: PLAN 22 - 1 HEAD CALL. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 71.9 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 65.7 0.0 0.168 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 65.7 0.0 13.0 psi, 25.0 gpm 3 3.0 0.0 52.7 0.0 Pipe: 3 25.0 2.003 PL 120.00 PF 0.7 3 3.0 0.0 52.7 0.0 2.5 150 FTG 5.0 PE -0.9 4 5.0 0.0 51.2 0.0 0.006 TL 125.00 PV Pipe: 4 25.0 1.025 PL 5.00 PF 3.5 4 5.0 0.0 51.2 0.0 9.7 150 FTG 19.0 PE -1.7 5 9.0 H.S. 45.9 5.0 0.146 TL 24.00 PV Pipe: 5 20.0 1.101 PL 6.00 PF 0.9 5 9.0 H.S. 45.9 5.0 6.7 150 FTG 7.0 PE -2.6 6 15.0 0.0 42.4 0.0 0.068 TL 13.00 PV Piper 6 20.0 1.101 PL 10.00 PF 2.2 6 15.0 0.0 42.4 0.0 6.7 150 FTG 22.0 PE 0.0 7 15.0 0.0 40.3 0.0 0.068 TL 32.00 PV Pipe: 7 11.9 0.874 PL 81.00 PF 9.0 7 15.0 0.0 40.3 0.0 6.4 150 FTG 30.0 PE 0.0 9 15.0 0.0 31.3 0.0 0.081 TL 111.00 PV Pipe: 8 11.9 0.874 PL 65.00 PF 8.8 9 15.0 0.0 31.3 0.0 6.4 150 FTG 44.0 PE -1.3 B 18.0 0.0 21.2 0.0 0.081 TL 109.00 PV Pipe: 9 -8.1 0.874 PL 10.00 PF 0.9 B 18.0 0.0 21.2 0.0 4.3 150 FTG 14.0 PE 1.3 11 15.0 0.0 23.5 0.0 0.039 TL 24.00 PV Pipe: 10 8.1 0.874 PL 90.00 PF 5.4 7 15.0 0.0 40.3 0.0 4.3 150 FTG 48.0 PE 0.0 8 15.0 0.0 34.9 0.0 0.039 TL 138.00 PV Pipe: 11 8.1 0.874 PL 62.00 PF 3.6 8 15.0 0.0 34.9 0.0 4.3 150 FTG 30.0 PE 0.0 10 15.0 0.0 31.3 0.0 0.039 TL 92.00 PV Pipe: 12 8.1 0.874 PL 76.00 PF 6.0 10 15.0 0.0 31.3 0.0 4.3 150 FTG 77.0 PE 0.0 13 15.0 0.0 25.3 0.0 0.039 TL 153.00 PV '-INKLER SYSTEM HYDRAULIC ANP -'SIS Page 3 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYSIteijS\HASS83\14-307--4.SDF JOB TITLE: PLAN 22 - 1 HEAD CALC. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -8.1 0.874 PL 8.00 PF 0.8 11 15.0 0.0 23.5 0.0 4.3 150 FTG 13.0 PE 0.0 12 15.0 0.0 24.3 0.0 0.039 TL 21.00 PV Pipe: 14 -8.1 0.874 PL 14.00 PF 1.1 12 15.0 0.0 24.3 0.0 4.3 150 FTG 13.0 PE 0.0 13 15.0 0.0 25.3 0.0 0.039 TL 27.00 PV Pipe: 15 20.0 0.874 PL 13.00 PF 5.9 B 18.0 0.0 21.2 0.0 10.7 150 FTG 15.0 PE 1.3 A 15.0 4.9 16.7 20.0 0.209 TL 28.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.027 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 90.99 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP " ,INKLER SYSTEM HYDRAULIC ANT--'SIS Page 4 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYST-L-,S\HASS83\14-307--4.SDF JOB TITLE: PLAN 22 - 1 HEAD CALC. PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 0TIRINKLER SYSTEM HYDRAULIC ANT -",'SIS Page 5 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS1-:lS\HASS83\14-307--4.SDF JOB TITLE: PLAN 22 - 1 HEAD CALC. r -I N O O O O O CO r -I C7 r� �D C7 w O O O O w a4Z4wMM�D1zw O O N - 04 I -- 0 H O c c c c c c ON W 'i I• U) m a� r4 4J U) D D X) 0 4-4 (1) 0 z I I yy bl. I N04 0) U U O !a N �o sao >� O rI O N u7 a ro N a N LnN 04 lQ a I N 0 Q r1 to Tf to U �z �a a�as44J w w ,� O I -rq 0 0 ?i coa �a > �� In < oa CD 0 �. 0 rn I � N � I V 1 N x 1 D I r -I N O O O O O CO r -I C7 r� �D C7 w O O O O w a4Z4wMM�D1zw O O N - 04 I -- 0 H O c c c c c c ON W 'i I• U) m a� r4 4J U) D D X) 0 4-4 (1) 0 z DATE: 11/3/2014 JOB TITLE: PLAN 22 WATER SUPPLY CURVE `-RINKLER SYSTEM HYDRAULIC ANP ',)ISIS Page 6 C:\PROGRAM FILES\HRS SYSi,, S\HASS83\14-307--4.SDF 1 HEAD CALC. 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I I I 80+ I I I 72X I I I P 64+ R E S S 56+ U R E I 48+ ( I P S I I 40+ I I I 32+ I I I 24+ I I ------------------------------ 16+ LEGEND I" X = Required Water Supply " 71.90 psi @ 25.0 gpm " 8+ 0 = Available Water Supply " 91.00 psi @ 25.0 gpm " I" 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 22 - 1ST FLOOR GREAT RM *** REMOTE AREA 2 HEAD CALL TYCO LF II CONC/FLAT FILE NUMBER: 14-307 DATE: 11-3-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K -FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 27.8 gpm 32.8 gpm (5 gpm Hose STREAM) 27.8 gpm @ 50.4 psi m CANDI CAUDILLO RIVERSIDE COUNTY FIRE 102 psi (-100 91PSI) 101 psi 500 gpm COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/3/2014 [ C:\PROGRAM FILES\HRS SYSTI/�j\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 -2' HEAD CALC. 27.8 GPM 3.0 WATER SUPPLY DATA - - - 3 3.0 - - - - SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 91.0 90.0 500.0 91.0 32.8 82.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 82.3 32.8 2 3.0 - - - - 72.9 - - - 3 3.0 - - - - 59.9 - - - 4 5.0 - - - - 57.9 - - - 5 9.0 HOSE STREAM 50.4 5.0 6 15.0 - - - - 46.1 - - - 7 15.0 - - - - 42.1 - - 8 15.0 - - - - 30.2 - - - 9 15.0 -- - - - 27.8 10 15.0 - - 22.3 - - - 11 15.0 - - - 11.8 - - - 12 15.0 K= 4.90 9.1 14.8 13 15.0 - - - - 9.1 - - - 14 15.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANATYSIS Page 2 DATE: 11/3/2014 1� C:\PROGRAM FILES\HRS SYS2-,'S\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 - 2 HEAD CALC. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 32.8 0.995 PL 20.00 PF 8.1 1 0.0 SRCE 82.3 (N/A) 13.5 150 FTG TG PE -1.3 2 3.0 0.0 72.9 0.0 0.279 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 72.9 0.0 13.0 psi, 32.8 gpm 3 3.0 0.0 59.9 0.0 Pipe: 3 32.8 2.003 PL 120.00 PF 1.2 3 3.0 0.0 59.9 0.0 3.3 150 FTG 5.0 PE -0.9 4 5.0 0.0 57.9 0.0 0.009 TL 125.00 PV Pipe: 4 32.8 1.025 PL 5.00 PF 5.8 4 5.0 0.0 57.9 0.0 12.8 150 FTG 19.0 PE -1.7 5 9.0 H.S. 50.4 5.0 0.241 TL 24.00 PV Pipe: 5 27.8 1.101 PL 6.00 PF 1.6 5 9.0 H.S. 50.4 5.0 9.4 150 FTG 7.0 PE -2.6 6 15.0 0.0 46.1 0.0 0.125 TL 13.00 PV Pipe: 6 27.8 1.101 PL 10.00 PF 4.0 6 15.0 0.0 46.1 0.0 9.4 150 FTG 22.0 PE 0.0 7 15.0 0.0 42.1 0.0 0.125 TL 32.00 PV Pipe: 7 15.4 0.874 PL 81.00 PF 14.4 7 15.0 0.0 42.1 0.0 8.2 150 FTG 30.0 PE 0.0 9 15.0 0.0 27.8 0.0 0.129 TL 111.00 PV Pipe: 8 15.4 0.874 PL 71.00 PF 15.9 9 15.0 0.0 27.8 0.0 8.2 150 FTG 52.0 PE 0.0 11 15.0 0.0 11.8 0.0 0.129 TL 123.00 PV Pipe: 9 15.4 0.874 PL 8.00 PF 2.7 11 15.0 0.0 11.8 0.0 8.2 150 FTG 13.0 PE 0.0 12 15.0 4.9 9.1 14.8 0.129 TL 21.00 PV Pipe: 10 12.4 0.874 PL 90.00 PF 11.9 7 15.0 0.0 42.1 0.0 6.6 150 FTG 48.0 PE 0.0 8 15..0 0.0 30.2 0.0 0.086 TL 138.00 PV Pipe: 11 12.4 0.874 PL 62.00 PF 7.9 8 15.0 0.0 30.2 0.0 6.6 150 FTG 30.0 PE 0.0 10 15.0 0.0 22.3 0.0 0.086 TL 92.00 PV Pipe: 12 12.4 0.874 PL 76.00 PF 13.2 10 15.0 0.0 22.3 0.0 6.6 150 FTG 77.0 PE 0.0 13 15.0 0.0 9.1 0.0 0.086 TL 153.00 PV SPRINKLER SYSTEM HYDRAULIC ANATvSIS Page 3 DATE: 11/3/2014 1C:\PROGRAM FILES\HRS SYS1 ,S\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 - HEAD CALC. PIPE TAG NOTES (HASS): Q(GPM) DIA (IN) PT DISC. VEL(FPS) HW(C) (PSI) (GPM) FL/FT 0.6 0.874 PL 9.1 14.8 0.3 150 FTG 9.1 0.0 0.000 TL 13.0 0.874 PL 9.1 0.0 7.0 150 FTG 7.0 13.0 0.094 TL LENGTH PRESS. (FT) SUM. (PSI) 14.00 END ELEV. NOZ. PE NODES (FT) (K) Pipe: 13 2.1 12 PE 15.0 4.9 13 15.0 0.0 Pipe: 14 13 15.0 0.0 14 15.0 4.9 NOTES (HASS): Q(GPM) DIA (IN) PT DISC. VEL(FPS) HW(C) (PSI) (GPM) FL/FT 0.6 0.874 PL 9.1 14.8 0.3 150 FTG 9.1 0.0 0.000 TL 13.0 0.874 PL 9.1 0.0 7.0 150 FTG 7.0 13.0 0.094 TL LENGTH PRESS. (FT) SUM. (PSI) 14.00 PF 0.0 13.0 PE 0.0 27.00 PV 7.00 PF 2.1 15.0 PE 0.0 22.00 PV (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.123 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.5 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 90.99 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 SPRINKLER SYSTEM HYDRAULIC ANATYSIS Page 4 DATE: 11/3/2014 �, C:\PROGRAM FILES\HRS SYS S\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 - 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 • °''RINKLER SYSTEM HYDRAULIC ANATvSIS Page 5 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYSa_3\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 - 2 HEAD CALL. c cn < H �r >1 c a a 4 a c a co rx PQ E-1 3 9N m 1 I I I m ,—I N O O O (D O OD H O O O O d O O O O I aZ41COMnxw---a-U) -li^ O O O U] -p H m N a U) m O O o- a CD +) S o O ¢ w �4 x O O W Q0 4-) U 'LS -rl O O N I I y> a a I N b b) U U J i N oo Sa oo ? u] • r -I U] N EO N a f6 D M M 7 �4 N N 04 � N w co m Q. z o � � U) y w H 61 _ .,A l� O >r CD -H 01 4� 5 N co U] C rl N � I -I 0 I U I � I a I 3 1 9N m 1 I I I m ,—I N O O O (D O OD H O O O O d O O O O I aZ41COMnxw---a-U) -li^ O O O U] -p H m N a U) m O O o- a CD +) S o O ¢ w �4 x O O W Q0 4-) U 'LS -rl O O N F'RINKLER SYSTEM HYDRAULIC ANAT-VSIS Page 6 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYSi._.S\HASS83\14-307--3.SDF JOB TITLE: PLAN 22 - 2 HEAD CALL. WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I I x 80+ I I I 72+ I I I P 64+ R E S I S 56+ U R E 48+ ( I P S I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND I X = Required Water Supply 82.27 psi @ 32.8 gpm 8+ 0 = Available Water Supply 90.99 psi @ 32.8 gpm I 0 ------------------------------ 200 300 400 500 600 it. if TT T, it. m ---+---------+-------=-+-----------+ 700 800 900 1000 FLOW (GPM) Fire Department Deposit Eased Fees Effective as of 11/16/1998 — County Ordinance 671.18 These are Deposit Based Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks ar. cinOrd be made payable to: FtiV FsiX ` .0KOAK0 Department Plans are reviewed in the order they are received. Plan Review/Inspection Min. Plan Sets Deposit Base Fee Building 2 $1,056.00 Tenant Improvement Building 2 $696.00 Fire Sprinkler (per riser) 3 $614.00 Tenant Improvement Sprinkler 3 $614.00 Residential Sprinkler 3 $614.00 Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192.00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) - Each additional tank 3 $217.00 $32.00 High Pile or Rack Storage 3 $348.00 $178.00 $584.00 Fire Flow Report 1 Technical Report — Research Special Inspection $126.00 Items not listed above are on a sliding scale starting at $197.00 - Up Riverside County Fire Dep�urtment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 r re Protection Planning Palm Desert Office: ,1 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM 8 New ❑ Re -Submittal # ❑ As-builts Permit No. Z_90-/1/- ie5 - 1 zirl S1zg5Zol&1- ql& Project Information (Please Print) Project Name: Andalusia @ Coral Mountain Lot 1029 Address: 81-770 Andalusia City & Zip: La Quinta, CA 92253 Contact Information CONTACT PERSON Mailing Address: City & Zip Nolan Sparks 81570 Carbonears La Quinta, CA 92253 Phone No.: 760 777 1001 Office Use Only RECEIVED DEC 2 4 2014 R7VERSWE COUNTY FIRE PROTECTION PLANNING I have read and understand that Fire Dept. fees are Deposit Based Fees aqd4hpre may be additional money du for to r aft9k project final. Sign: fJ V Print: Nolan Sparks Billing Information ❑ Same as Contact Info BILL TO: T.D. Desert Development, L.P. Mailing Address: 81570 Carbonears City & Zip La Quinta, CA 92253 Fax: 760 564 8256 Phone No.: 760 777 1001 Fax: 760 564 8256 Email: nsparks@rancholaquinta.com Email: nsparks@rancholaquinta.com 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 Tvoe (Check clonrooriate items ❑ Commercial ❑ Industrial [i] Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area IN Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Form 1 — Revised 7/25/2012 Visit us at www.rvcfire.orci Office Use• Fee Paid: Called for Pick -Up i 7a�ay� YDate: Reviewed by: ` By: 1 Date Paid: PC Review Date: ha -31. lq' Picked -Up Check#: 0000 89ca © Approved ❑ Denied Date: 1/-7 15 BY: � � o✓►� Received By: Plans Stamped: ❑Yes ONO Shipped By / Method Letter Attached: iDYes ONO Receipt#(OCR) -// Job Card Included: ❑Yes ❑No PDBF BF TO&1 V2 BF Form 1 — Revised 7/25/2012 Visit us at www.rvcfire.orci PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE C OAC H ELLA 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 F E DEPARTMENT 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 December 31 st, 2014 Symons Fire Protection, Inc. 1050 Pioneer Way, Suite "R" El Cajon, CA 92020 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-149 Andalusia @ Coral Mnt. (Lot 1029) 81770 Andalusia, 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 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-149 - ANDALUSIA/ CORAL MTN/ PLAN 22 - RES OH ROUGH/ HYDRO Location: 81770 ANDALUSIA, LOT 29, LA QUINTA Start: Mon 6/8/2015 8:30 AM End: Mon 6/8/2015 9:00 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Lupe Co. Name: Symons Fire Phone#: Cell#: 760-574-8298 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Under round hydro Duct detectors/veloci Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. J 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 X Overhead rough piping UST/AST TANK X Overhead hydro X15 Z Installation UG flush / OK to connect Removal Main drain/inspect. Test Emerge cshut 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 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: I Finish Time: Start Time: Hetrick, Kohl@CALFIRE Subject: Location: Start: End: Recurrence: Organizer: Rep. Name: LUPE Phone#: 760-574-8298 LAQ-I4-RS-150 - ANDALUSIA/CORAL MT - LOT 30 - RES SPK FINAL 81762 ANDALUSIA, LOT 30, LA QUINTA Mon 12/21/2015 8:00 AM Mon 12/21/2015 8:45 AM (none) Cervantes, Thomas@CALFIRE Cell#: Co. Name: SYMONS FIRE %-01 UbZIOL. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre- our Rough- ire 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/ re -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-racksprinklers Secondary piping Hose racks Dispensers & shear valves X Final > 55 Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Sprav 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/hvdrant 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 ( I ) � 2 Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Markel St, Ste. 150, Riverside, CA 92501 Ph (951) 9554777 Fax (951) 955-0886 Muniete Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92 21 1-41 31 Ph. (760) 863-8886 (760) 863-7072 Date: 12/21/2015 To: LA QUINTA B&S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release ANDALUSIA - #30 LAQ-14-RS-150 81762 ANDALUSIA LA QUINTA XX Final For Recordation RESIDENTIAL SPRINKLER SYSTEM 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. i�2 4��- Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014