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LAQ-14-RS-122 Andalusia Plan 26ADDITIONAL SITES CHRONOLOGY CONTACTS CONDITIONS Description: STANDARD PLAN 26 Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 6/11/2014 Parcel No: 764200999 Site Address: 81825 ANDALUSIA LA QUINTA,CA 92253 Approved: 6/13/2014 Subdivision: Block: Lot: Issued: 6/23/2014 AOR Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 2/10/2015 KKI Valuation: $454,592.00 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES- RES 27000003650500 $636.48 $636.48 6/23/14 Total Paid for ART IN PUBLIC PLACES-RES: $636.48 $636.48 BLDG STDS ADMIN (SB1473)10100002030600 $19.00 $19.00 6/23/14 Total Paid for BLDG STDS ADMIN (SB1473): $19.00 $19.00 DIF CIVIC CENTER - RES 25200003650000 $942.00 $942.00 6/23/14 Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00 Printed: Wednesday, February 28, 2024 3:08:02 PM 1 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-14-835 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF COMMUNITY CENTERS-RES 25400003650000 $129.00 $129.00 6/23/14 Total Paid for DIF COMMUNITY CENTERS-RES: $129.00 $129.00 DIF FIRE PROTECTION- RES 25700003650000 $433.00 $433.00 6/23/14 Total Paid for DIF FIRE PROTECTION-RES: $433.00 $433.00 DIF LIBRARIES - RES 25300003650000 $344.00 $344.00 6/23/14 Total Paid for DIF LIBRARIES - RES: $344.00 $344.00 DIF PARK MAINT FAC - RES 25600003650000 $40.00 $40.00 6/23/14 Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 25100003650000 $2,048.00 $2,048.00 6/23/14 Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00 DIF STREET MAINT FAC- RES 25500003650000 $116.00 $116.00 6/23/14 Total Paid for DIF STREET MAINT FAC-RES: $116.00 $116.00 DIF TRANSPORTATION - RES 25000003650000 $2,842.00 $2,842.00 6/23/14 Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 MULTI-SPECIES (MSHCP) FEE 10100002031000 $1,278.00 $1,278.00 6/23/14 Total Paid for MULTI-SPECIES (MSHCP) FEE: $1,278.00 $1,278.00 PERMIT FEES 0 $716.23 $716.23 6/23/14 PERMIT FEES 0 $251.46 $251.46 6/23/14 PERMIT FEES 0 $476.70 $476.70 6/23/14 Printed: Wednesday, February 28, 2024 3:08:02 PM 2 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-14-835 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES UNDERGROUND PLBG KKI 6/30/2014 7/1/2014 APPROVED SEWER CONNECTION KKI 6/30/2014 7/1/2014 APPROVED FOOTINGS KKI 7/10/2014 7/11/2014 APPROVED SLAB KKI 7/10/2014 7/11/2014 APPROVED ROOF NAIL KKI 8/29/2014 8/29/2014 APPROVED FRAMING KKI 10/1/2014 10/1/2014 APPROVED ROUGH ELEC KKI 10/1/2014 10/1/2014 APPROVED ROUGH MECH KKI 10/1/2014 10/1/2014 APPROVED ROUGH PLBG KKI 10/1/2014 10/1/2014 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PERMIT FEES 0 $369.51 $369.51 6/23/14 Total Paid for PERMIT FEES: $1,813.90 $1,813.90 PLAN CHECK, MULTIPLE STR 10160003428200 $47.67 $47.67 6/23/14 Total Paid for PLAN CHECK, MULTIPLE STR: $47.67 $47.67 PLAN CHECK, SFD GRADING 10160003428200 $143.00 $143.00 6/23/14 Total Paid for PLAN CHECK, SFD GRADING: $143.00 $143.00 STRONG MOTION (SMI) - RES 10100002030800 $45.46 $45.46 6/23/14 Total Paid for STRONG MOTION (SMI) - RES: $45.46 $45.46 TUMF: RESIDENTIAL 22400002032000 $1,837.44 $1,837.44 6/23/14 Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$12,714.95 $12,714.95 Printed: Wednesday, February 28, 2024 3:08:02 PM 3 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-14-835 BOND INFORMATION INSULATION KKI 10/8/2014 10/8/2014 APPROVED GAS LINE/TEST KKI 12/18/2014 12/18/2014 APPROVED TEMP USE OF PERM PWR 1/13/2015 1/13/2015 NOT READY TEMP USE OF PERM PWR KKI 1/14/2015 1/14/2015 APPROVED PUBLIC WORKS FINAL JPE 2/3/2015 2/9/2015 APPROVED 81825 Andalusia- PW Final 12:00 Not ready - called John Nations he is not on site wants to reschedule for tomorrow 2-4-2015Weather - clear - calm - temp 58 to 80 Met with John Nations at site for final. They failed will have to return tomorrow after corrections made.Backyard drains were not complete on East side yard appears landscaper buried them under the crushed rockAlso drains had landscape material in themAlso front yard bubbler outlets not installed.Weather - clear - calm - temp 55 to 80 Not all corrections have been completed Contractor made all correction backyard drains are cleaned out and now exposedWeather - clear - calm - temp 56 to 86 FINAL**KKI 2/10/2015 2/10/2015 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 3:08:02 PM 4 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-14-835 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 2/4/2015 JIM PETERS 81825 Andalusia.JPG 81825 Andalusia.JPG 0 IMAGE 2/4/2015 JIM PETERS East side yard looking north.JPG East side yard looking north.JPG 0 IMAGE 2/4/2015 JIM PETERS west side yard swale and yard drains.JPG west side yard swale and yard drains.JPG 0 IMAGE 2/4/2015 JIM PETERS back yard looking south.JPG back yard looking south.JPG 0 IMAGE 2/4/2015 JIM PETERS East side yard yard drains and drain hole in block wall looking North.JPG East side yard yard drains and drain hole in block wall looking North.JPG 0 IMAGE 2/9/2015 JIM PETERS backyard drains cleaned out and covers exposed.JPG backyard drains cleaned out and covers exposed.JPG 0 Printed: Wednesday, February 28, 2024 3:08:02 PM 5 of 5 Permit Details City of La Quinta PERMIT NUMBER SFD-14-835 tqco Worldwide wwwtyco-iire.com Fire PProrection contacts Products I RAPID RESPONSE Series LF11 Residential 4.9 K-factor Concealed Pendent Sprinklers, Flat Pate Wet Pipe and Dry Pipe Systems General The Series LRI Residential Concealed Pendent Sprinklers (TY3596) has been DesCri tj�n designed with heat sensitivity and wn- A ter distribution characteristics proven The TYCO RAPID RESPONSE Se- to help In the aormvl of residential fires _ ries LFII Residential 4.9 K-factor Con- and to improve the chance far accu ceased Pendent Sprinklers (TY3596) pants to escape or be evacuated. are decorative, fast response, fus- The Series LFII Residential Concealed I ible solder sprinklers designed for use Pendent Sprinkdars (TY3596) are in residential occupancies such as homes, dormitories, shipped with 8 Disposable Protective M : apartments, and P hotels, Cap. The Protective Cap is temporar ily removed for Installation, and then ram: i:::" ; '" The cover plate assembly conceals it can be replaced to help protect the the sprinkler operating components sprinkler while the ceiling is being !n. above the ceiling. The flat profile of the stalled or finished- The rip of the Pro- cover plate provides the optimum aes- tectrve Ca c P an also be used t0 mark ; _ The Series LFII Rgsrdwnffal Con thOcaly appealing sprinkler design. the center of the ceiling hole into plas- ceased Pendent Sprinklers (TY3596) In addition, the concealed design of ter board, ceiling tiles, etc- by gently described herein must be instw ied the Series LFiI Residential Concealed pushing the ceiling product against and malrttained fn complianca with Pendent Sprinklers 0-Y3596) provides the Protective Cap. When the ceiling this document and with the applica- 1/2 inch 02,7 mrn) vertical adjustment installation is complete the Protective ble standards of the National Fire Pro - This adjustment provides a measure of Cap Is removed and the Cover Plate section Association, in addition to the flexibility when cutting fixed sprinkler Assembly installed, standards of any aurhorfties havtvlg ju- drops. risdictiorr. Faiure to do so may impair Dry Pipe System Application the performance of these devices, The Series LFII Residential Concealed r are intended for use in the The Series LFII Residential Concealed Perident Sprinklers offers a laboratory The owner, Is responsible for malntain- fThowin s g approved option for designing dry pigs fog their firepratectlon system and de- vices in proper operating condition. + wet and d pipe residential sprin- dry p p P kler systems for one- and two -faro- residential sprinkler systems, whereas, most resldentlal sprinklers are labors- The instaling contractor or sprinkler manufacturer should be contacted ily dwellings and mobile homes per tor} approved for wet systems only, with any questions. NFPA 13D 3 Through extensivetesting, it has been + wet and dry pipe residential sprin- determined that the number of design sprinklers (hydraulic oast n area) for w� R■ Sprinkler kler systems far residemfal oecu- the Series LFII Residenfii g n I d a1 Ca ceae panties up to and including four Pendent Sprinklers (TY35W need not Identification stories in height per NFPA 13R he Increased over the number of de- + wet and dry pipe sprinkler systems sign sprinklers {hydra(4c, design area) Number for the residential portions of any as specified for wet pipe sprinkler sys- occupancy per NFPA 13 tems, as is accustomed for density) TY3596 area sprinkler systems designed per NFPA 13" Consequently,the Ser'ei LFII Residen- tial Concealed Pendent Sprinklers of- fILIPORTANT fer the features of non -water filled pipe Always refer to Technical Dsafe sre hh - the additionmber of design sprinklers to Sheet TFP700 for the "INSTALLER draulic design area) for systems de - WARNING" that provides cautions signed to NFPA 13. 13D, or ISR. with respect to handling and instal- lation of sprnnkeer systems and corn - ponerlts. Improper handling and in- staifation can permanently damage a spankfer system ov Ifs compo- nents and cause the sprinkler to fail to operate in a fire situation or cause t to operate pramafurely. Page 1 of a TFP442 Page 4 of 6 FEBRUARY 2014 WET PIPE SYSTEM Mlnlmum Flow and Residual PressureL" a Maximum Maximum SpacingOrdinary Temp. Ratirx,} Minimum caves a Area 160-F(71-C) tFt. Ft. x Ft.Deflector (m] i Flaw Pressure to Instalfotion Spacing (m x Ceiling Type Ft. GPM PSI im) (Llmin) (ba 12 x 12 12 13 7.0 (3,7x3,7} {3,7) (4g,2) (0148) Geint 718 to 1g1J8s inches 14 x 14 T4 13 7.0 (4,3 x 4,3) {4,3) (49,21 (0,46) 8"med Cewng44 r 8 18 x is 1s 13 7-0 4,9 %4,9 4,9 A9,2 q.4g NFPA 13 or Cnnrealed 4 13FIr Or a - Installed In beam 13 x 1s 1s 17 12A (5.5 x 5,$) (5,5} (64,3) (O,B3) 718 to 1.1)B inches below bottom of 20 x 20 20 20 16.7 0.1 A6,11 (B,1j (75,7) (t.151 beam TFP442 t� rvC� 14 for covortgv area dlirmdom knee fan or hetwean uwae Indicutad, uad too minimum required flow for rna next t -1 hpyhest coveragw arms lor wNf;h hydraWic omiyn aLii via arep stated, NI Raquiremwt is based vn minimum flow in GPM (LPM) from mctr sprinkler. Tha assoclated msidual pressuras are calmlaied using the nominal Mwtor, Refer :o Hydraulic Design under the resign relt¢ria secrim. (4 For NFPA 13 nmdefibai applications, rho greater of 0.1 gpuOt' awr Ale d—gn ama of the flow in accordant® +rth the .Marie In this sable must be uwa, TABLE A WET PiPE SYSTEM SERIES LF)I RESIDENTIAL 4.9 K-FACTOR r"T PLATE CONCEALED PENDENT SPRINKLER (TY3596] NFPA 13D, 13R, AND IS HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Minimum Rowand Reeldual Pressumlo- 0 Maximum Gorera F YIIlatximum ® Area Spacin g Ordinary Tamp, Rating 18A°F (r'f "C) Minimum Ft- x Ft. Deflectorto losta!latlon spacing (m x rn) (m) Flow Pressure Ceiling Type Ft. GPM PSI I-) Llmin (bar) 12 x 12 12 13 7.D Smooth (3,7 x 3.7) (3,7) (49A (0,48) Cdlln s 71B to 1g118 Inches 14 x 14 14 t4 8.2 (4,3 x 4,3) (4,3) (53A (0,57) Beamed Callings per 8 18 x is 1d 15 g 4 K x a,9) (4.9) 156,a) (0,65) NFPA 130 or Cdn.ml.d (2,4j 13R, rx 13. rnstalred in 18 x 18 16 16 13.6 beam (5,I x 5,$) I6,5) 08.1) (o,4a) 7/a tv 1-1/0 inches below boltam of 20.20 20 21 1a.4 (fi1xa7 fGF 795 12 le am (a} For coverage area i lmevsipna legs tnan or brow n uleve Indlcatnd, us" the Adriln— regtrlred flow for the next highest covaraga area for which hydrerdic ,1-V, I criwria are stated. Re ul ntenl n mlri re fe b866d D rrlrYR 4o5v In -PAA f @1 q C I -PM mrn cache ilea. The tier u�[ I r Prat asses edr�id, uresam n21cs calculated usln Ihv n ntlnar K-fa r g v cEq. Refer to HyrhaWic 1)ee?ylrl under the Design Cnterlas� (C) Far NFr'A 13 radldome applrcatiom, the greater o0 a. i gpavl7' Aver tnadaslgn erase! Ina raw ih atrordanc`z with d1a cf11rAA ,n rlti4 tAble mutt be used, TABLE 8 DRY PIPE SYSTEM RAPID RESPONSE SERIES LF11 RESIDENTIAL 4,9 K-FACTOR FLAT -PLATE CONCEALED PENDENT (TY3596) NFPA 13D, f3R, AND 13 HYDRAULIC DESIGN CRITERIA a.. .. .. . ResEclential..ConnectjDlT t„I�ar Ira EstifTlat . . Date: ;.�0r-. rt ;k( *:: .s 3 . . Customer Name:71_11e Fi '. let ,-'; ;.; .... - . aa[ Phone Aid. -. . r {ni-.. ..�. , . z:i) .J 3 —.-... Parcel No. , i;1-:t ' Geo. .. Address:.1. j' ,r..P. M I----.--.— .-• _ UD, s:C5 Block No. Luc, No. . . .. ., � .. � :.,. $ix r c# tat: ate_`,:.. Sc). T. _. _.._.. _ _ YractNo, ,.;::a: , : Type of service: R-1: `11 Dupfex:� Q Triplett ❑ ►tps: L 2 54VSC t•] 11CrIFL ��' _, ra , . _ .__.__�...__- _.�_...._ _-` ... 5Cr "' f LCC - _ - 1. ....__._..__._. ._ SCC: .: % � Q Treatment: $2,436/edu collection: $ 415f edts r _.. -.. t,i, 11i1eter. .' .re ' ? K1eiler sizes `::;:.:::: -r. AA, ; - .. _.. ... ........__ _ _: ... _w - RREter #urGf7dr�,e::;w :`: :.: ` r servi" size' in SerVIGY: . .. -_.,.�._....._.._..._..... _.;._ .............._ .. _. % Meter l'L Service, ........• , .. Other: _. . . — .� . . ._.~. (SCC P.kpl3ndLt4n below) sewer Lateral. y TctaV S f�.� 11 06 tither: Abandon i Relocate . . .. .. E.rrf atEtm d 'W'1oTner - . C%diA+O SystelTr.Data ::::.... Dq MBiic Water Dematl ja I S'er vice Cargctkm Wo MAX, flaw- rnMax.w .... _ ....[l flFIB:: F - _. t} �.4�. Min. PM35LIfCc .':a s':. — - ( ^�:. $' ? �. sta.. .r inlet Pressure <::x.; Si . Firedlek#r«t 'mode . =�;: .jk .., .- OutletPressure - 0 . Min. Pre55tre= � .....-- 73.UJ;;;�a5{'_ Meter slag+ = � ,'� ' IFichi a:rvice sszeM ^ 4 iI%It Mufti r=_ Stated Alone 17 __ _. "' Far C.alcviatfan In ' CVWD USES WORST CASt CONDi ON Service Cunrimmmn Npe-51Y, Meter Stop, Meter, [fleck vaMe & shut Off Vahm �.. N 1,' 9 r ores �. r:.rp v&I 3 sa�3 6�1i... '. (Td iuSta), iser t! o_" . istra�)�ppre��ff'rlvJ _ 4F9,1.� •'�tr',ri•'t <��ic'S'ridper Ir Si?2h n ssv z 'aaerai. °?.2.w`Aer e nc, i�r: SWR c (mckgz 'r4yat?ache# cblil ct'."t ?af thsl... . e: aiming T67 i's! _. t•ir Special , .r-(f �•etTlr'l)t rrC'3,fS, isr d;C o SC(,, ff2 3:5i `79E :a Press. Rig(. [f it '::,. , ......__w ,_ V ,,, A-{','.-, "PROVIDE A PERMANENT WARNING SIGN WITH MINIMUM 114" LETTERS ADJACENT TO MAIN SHUT OFF VALVE STATING THE FOLLOWING: THE WATER SYSTEM FOR THIS HOUSE SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTNERS, FILTRATION TO THIS SYSTEM WITH OUT A REVTEW OF THE FIRE PROTECTION SPECIALIST. DO NOT REMOVE THIS SIGN." tgt:o Fire Suppression & Building Products 0 rapid II'e iponse' Technical Services 800-381.9312I+1-401-781.8220 wwwAyco4ire.com Hoaitls F1Rs SPRIMrtL@a SYSTEM Series LFII Residential Sprinklers 4.9 K-Factor Pendent and Recessed Pendent Wet Pipe and Dry Pipe Systems General The Listing for the Series LFII Residential Pgndgnt and Recessed Description tion Pendent Sprinklers now offers the laboratory approved option of h designings residential s rinkfar The TYGO RAPID RESPONSE Series dry pipe P p LF11 Residential Pendent and Recessed systems. Pendent Sprinklers (TY2234) are deco- Through extensive testing, it has been rative, fast response, frangible bulb determined that the number of design sprinklers designed for use in residen- Sprinklers (hydraulic design area) for tie! occupancies such as homes, apart- the Series LFiI Residential Pendent and menu, dormitories, and hotels. When Recessed Pendent Sprinklers (TY2234) aesthetics and optimized flow charac- need not be increased over the number taristics are the major consideration, of design sprinklers (hydraulic design the Series LFII Residential Sprinklers area) as specified forwet pipesprinkler should he the first choica. systems, as is accustomed for density/ The Series LFII Residential Sprinkles area sprinkler systems designed per are intended for use in the following NFPA 13 scenarios,: Consequently, the Series LFJI + wet and dry pipe residential sprinkler Residential Sprinklers offarthe features s for one- and two-family of non -water filled pipe in addition to systems and mobile homes per not having to increase the number of NFPA 13p design sprinklers (hydraulic design area) for systems designed to NFPA + wet and dry pipe residential sprinklgr 13, 13D, or 13R. Non -water fitted pipe systems for residential occupancies will permit options for areas sensitive up to and including four stories in to freezing. height per NFPA 13R These Sprinklers have a 4.9 (70,6) + wet and dry pipe sprinkler systems If -Factor that provides the required for the residential portions of any residential flow rates at reduced occupancy per NFPA 13 pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series FI: Residential Sprinklers is L p intended for use in areas with tirlished ceilings. Jt employs ra two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon p rov des i 4 inch 6 4 min of recessed t- 1 ad us t r to 112 In h (12 T ) f Historicallyresidential sprinklers, based on their Listing, have been limited to wet pipe sprinkler systems to assure speed of water deLivery for a given prescribed design area (number of design sprinklers). '® I"he Series f_FR Residential Pendent and Recessed Pendent Spnnkfars (TY2234) described herein must be Installed and maintained incompli- ance with this documentand the appli- cable standards of the National Fire men ° o total adjustment from the flush ceiling ° protection Association+, In addition W position. The adjustment provided by the standard's of any authorities having the Recessed Escutcheon reduces the jurisdiction. Failure to on so may Impair accuracy to which the pipe nipples to the performance of these devices, the sprinklers must be cut. Owners are responsible for main - The Series LFIi Residential Pendent taining their fire prorec0017 system and and Recessed Pendent Sprinklers have devices in proper operating condition. been designed with heat $ensitivity The installing contractor or sprinkler and water distribution characteristics manufacturer should be contacted with proven to help in the control of residen- any questions. tial fires and to improve the chance for occupants to escape or be evacuated. Page 1 of S SEPTEMBER 2010 TFP400 TFP400 Page 2 of 8 .. WET PIPE SYSTEM -....� Minimum Flow M and Residual Pressure Maximum Maximum Coverage Spacing For Horixontal Ceiling Fnr Sloped Ceiling For Sloped Caning Area sal Ft (Maximum 2-Inch Rise {Granter khan 2-inch Rise up to {Greater then 4-Inch Rise up to Ft. x Ft. Im1 for 124h Runj Maximum 4-lath Rise Sot 12-Inch Run} Maximum 8-Inch Rise Tor 12-Ench Runt (m x m) ISVF (68`Cl or 175°F (TB°G} 155-F (6WC) f75°F (P9°C) 155'F (fib°C) 175°F (79°C) 12 x 12 12 13 GPM {49,2 LPM) 13 GPM (49.2 LPM) 17 GPM (64,3 LPM) 13 GPM 49,2 LPM} 17 GPM {LP"4,3 LP (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0psi {0,48 bar] 12.0 per {0,83 baij 7,D pak (0,48 bar) 12.0 psi (0,83 bar) 14 x 14 14 13 GPM 49,2 LPM} 13 GPM LPM] 17 GPM (64,3 LPM) 13 GPM {49,2 LPM} 17 GPM (64,3 LPM) (4,3 x 4,3) (4,3) 7A psi [0,48 bar] 149.2 7.0 psl 0,48 bar] 12.0 psi (0,83 bar) 7.0 psi 0,48 bar) 12.0 psi (0,83 bar) 16 x 16 16 13 GPM [49,2 LPM] 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPMJ 17 GPM (64,3 LPM) (4,8 x 4,9) (4,8) 7,0 poi (0,40 bar) 7.0 psi (0,48 bar) 12A psi (0,83 Oar) 7,0 psi (0,48 bar) 12.0 psi 10.85 baq 18 x 1a 18 17 GPM (64.3 LPM) 17 GPM (64.3 i_PM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM} [55 x 5,5) (5.5) 12.0 psi 10,83 bar) 12.0 Psi (0,83 bar) 12A psi PS3 bar) 1 12.0 psi (0,83 bar) 12.0 psi t0,83 bar) 20 x 24 20 20 GPM 75 7 iPM { ] 7 ( LPM) 20 GPM 5 7 2 GPM 7 7 4 [ 5, t.PNT) 1 21 GPM (T9,5 LPM} 22 GPM (83,3 LPM) (6,1 x 6.1) (8,1) 16,7 psi (1,15 bar] 1fi.7 psi 11,15 bao 16.7 pal (1,15 bail 18.4 psi (1,27 bar) 20.2 psi (1,39 bar} (4 For mo we !qe area dimensions less than or betweeh thane indcated. use the mirgmum required flow for ttw next highest covsrago area fa v hlch h mlic n criteria are stated. ydr des '3 {b) The Mr.Im4m Flaw requiremerrt is naaed ee mlrimum flow in GPM W14) from oath Wrikler. The a5wcivad reclduaJ pressure ore cdeu9etad umlig Ale nwallindl K-Facle, Retest. Hydraulic Design under the 0-ign criteria wx ion. TABLE A SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D AND 13R HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEMS DAY PIPE SYSTEM Maximum Cove rage Area Ft. x Ft. (m x m) Maximum spacing R. (m) i Minimum Flow let and Residual Pressure For HarizantafCeiling (Maximum 2-Inch Rise for 12-Inch Run) 155-F (6WCI 175-F (79°c) 12 x 12 (3,7 x 3,7) 12 y3,7] 13 GPM (49,2 LPM} 7,0 psi (0,48 bar) 13 GPM (49,2 LPM) 7.0 psi (0,48 bar} T4 x M (4,3 x 4,3) 14 (4,3) 14 GPM (53,0 LPM) 8.2 pasl (0,57 bar} 14 GPM (53,0 LPM) 82 ps: (0,57 Cad! 16x 16 (4,9 x 4,9) 16 (4,9) 15 GPM (58.8 LPM) 9.A psi (0,65 bah 15 GPM (56,8 LPM) 9A psi (0,65 batj 16 x 18 t5,5 x 5,5) 18 (615) sB GPM (68,1 LPM) 13.5 psi (0,93 bar] 18 GPM (00,1 LPM) 13-5 pal (0,93 bar] 2C x 20 (6.1 x 6') 20 ( (611) 2t 3PM (79.5 LPM) 18.4 psi (1,27 bar) 21 GPM (79,S LPM) I 18.4 psi 11,27 bad For cover a area dime io lass the berm - fal ns res or , vn ulosa:vtucassxi lxl6 the dffnimttm tad fkrvr for i ra,xt a9 renw I+m host coverage area for whlcft hydraulic deg i cxttena ere stated. p,) The Mlnimurn Flow "titaTitns is ad mrnlrn m Mw In GPM (LPM) tram each sprinkler. Trio essocwc+d mnidual pnmmm a are emIcuWmed using the Porn ial K-Factor. Rake to Hydrauic design under the D"gn cmala section. TABLE B SERIES LFII RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13,D HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEMS ' k I. ♦:�i2::r': Ar3C0 - FIRE ALARM SELLS • Four wire, 120 and 24 volt �� l0 DIA. GONG r t� - Indoor and outdoor installation jay 1�� - Weatherproof backbox rf- / r" 120 VAC; 6", 8", 10" tJ '/ �j j 8' DIA. GONG J__- 24 VAC: 6", ] 0" I \ .." `1 4 !f „ / / , 8° DIA. GONG /J/ ` 4.318" ,. ,, Base RATLNG B G°^MG S.ZE 8 G(Ar, SIZE 10 GQIQ SVE Rated SDund Level Rareo Sound Laval Rated Sound Lever VOLTAGE Current at 1 Meter Current of 1 Meter Currer4 at i Meter 6V0C 250mA 95dQ 250mA 95d6 250mA 95dS izvoc 180mA 9SUB 1WMA 95413 1WMA 9666 24VM 100mA 95clB 100mA 95dB 100rnA 98da 120VAC 25mP. 1 95aS 25mA 95dB 25%A, gads 220'VAC 20mA %dn 20mA 95db 20niA 97db a ., Mo 0 Bark Box Mf WIRING INSTRUCTIONS D.C. BELLS (observe polarity) A.C. BELLS RED—.—..T._..._..... - BEDS OUT-) 13ED iN-......-._ .- RED [OUT) rramcudrof martelor 0 MA nay Of from carltrd Hanel ar precedm be,V eA&d-4ite r ns w precediN bell I BLAB{ IN C SLACK (On BLACK H 0 � C BLACK OUT) -11— --.__ i i _1-1 t'ihaA e%&iM supervisor is required use do and out leads w shown When erect rW supermor Is repaired uas h and out leads as srcwn. 1. Observe poladty W ring OC balk 1. When using AC balls, terminate each extra 1me sVaratety 2. Red wires positive {i} after Ia5l bell 3. Blade wires nagallve (-) 2. Er"-lirz resistor is nor re%lmd os AC bells. INSTALLATION: I. The bell should be mounted a minimum of 8 It from the floor or as [lose to the ceiling as possible. 2. Remove the gong 3. Connect the wiring (see diagram). 4- Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gang (be sure char the gong positioning pin, in the mechanism housing, is in th hole in the gong). 6. Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). 800-B54-1015 www.argco.com FAX 780-727-3270 ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING. ALL OTHER ROOMS ARE BASED ON 16'FT SPACING. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 HEAD CALL ON 16tFT SPACING December 12, 2013 Sprinkler 41a al; MICROFASTI;, AND MS Ofa P� QUICK IKI Wj4 a , RESPONSESEPENDENT NSPRINKLERS . The Viking Corporation, 210 N Industrial Park Drive, Hastings MI49058 Telephone: 269.W-9501 Technical Services: 871-384S464 Fax: 269-818-1680 Email: techsvcs@v'skingcorp.com 4. DESCRIPTION Viking Mlcrofast+ and MicrofastHPII Clulok Response Pendent Sprinklers are small, thermosensitive, glass -bulb spra sprinklers available in several different finishes and temperature ratings and K-f acburs to meet design requirements. The special Polyester,Pd{ytetrafluoroethyfene (PTFE, and Electro[ess Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In ad- dition, these coatings have been investigated for installation in corrosive atmos- pheres and are listecUapproved as corrosion resistant as Indicated in the Approval Charts. {Note: FM Global approves ENT f€nfsh as corrosion resistant. FM Global .'..t has no approval classification for PTFE and Polyester coatings as corrosion resist - a ant) . 2. LISTINGS AND APPROVALS r�w cULus Listed: Category VNlV ram. . �, FM Approved: Classes 2001, 2i702, 2015, and 2017 PN 12979 PN 06666B NYC Approved: Calendar Number 219-76-SA and MEA89.92-E. Volume 16 , ASS Certlfed: Certificate 04-HS407984C-PDA . La; VdS Approved: Certificates G4040095, G40400g7, G4060056, G4060057, G4a80o45. G493ows, and cAmoe21 f A;;: LPC Approved. Ref Nos. 098el03 and 096eIO4 CE Certified: Standard EN 12259.1, EC -certificates of conformity 0786-CPO-40130, 07MCPD-40170 and 078 - P - 1 [~ Y 6C U „ 40279, C1832-CPD-2001, and t}832 CPD-2003 MED Certified: Standard EN 12259-1. EC -certificate of conformity 0832-MED-1003 and 0832-MED-1W8 NOTE; Other International O E. Ot aapproval certtfir_ates are available upon request Rgfgr sq Approval Chart 1 end Qesign Criteria on page 41d for CULus Listing requirements and refer to Approval Chart 2 I and Design Criteria on page 411 for FM Approval requirements that must be followed_ i 3. TECHNICAL DATA I Specifications! I Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)` VIkIn Technical Data m de found Maximum Working pressure: Sprinklars 12282 and 12290 are rated for 8 may rid on use with water working pressures ranging from the minimum 7 psi The Viking Gorparatlon'% Wens site at i {t1,S bar u to 254 psi f7 bar for hi h- ressure s stems. Hi h- res- h ilwwyv.vikin +g roupEnc.tom. p P[ } high-pressure Y g P nV' g sure HP sprinklers can be identified s rs de t d b locating "Z50" stamped o e n Th I } P a Web site may include Y 9 P u e a more retool y the deflector. All other Part Nos. not mentioned aboveare rated to a edition of this Technical Data Page. maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts 11 Nominal t(-Factor: Refer to the Approval Charts Glass -bulb fluid temperature rated to -65 'F (-.55 °C) Overall Length. Refer to the Approval Charts ' 'cULus Lisdnq, FM A.pprovai, and NFPA f3 inslaJds require a minimum of 7 psi (0.5 bar). The minimum operating pressure far LPCB and CE Approvals ONLY is 5 psi {0-35 tear). Material Standards: I Frame Casting: Srass UNS-C84400 or OM Brass for Sprinklers 12979 and 12282. Brass UNS-C8"i)0 for all other sprinklers, Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 far Sprinklers 12979, 066668. and D6765B. Copper UNS- C19500 for Sprinkler 12282. Phosphor Bronze UNS-051000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler06720$. Hrass UNS-C26000 V all other Sprinklers. Bushing (for Sprinkles 06718B, 067206, and 12290): Brass UNS-G36000 I Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape i Screw: Brass UNS-C36000 'I Pip Cap and Insert Assembly-. Copper UNS-C11000 and Stalnless Steel UNS-S3040U I For PTFE Crl ad SOnkrers: Belleville Spring -Exposed, Screw-Nickal Plated, Pip Cap-PTFE Coaled For Polyester Coated Spri*ars: 8011'wille Spring -Exposed For ENT Coated 5orinklers: Belleville Spring -Exposed, Screw and Pipcep - ENT coated. , Farm fVa. F-081296 Replaces page 41a-f, dated December 4, 2013. (Added E-3 Escutcheon) I I Sprinkler41d December 12, 2013 ± 10, MICROFASTO AND QUICK RESPONSE #'END1=i�T NI�� ' ' RESPONSE PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 r n h i! - h 1 Telephone: 2.a9 9 5 9501 Teo ntca Service 77- d" d 4 - p s 8 3f3 5 Fi Fax' 2fi9.818-1080 Email: tecllsvcsr4.vtkinyaorp.corn : ,... r .., .:s rI µ j } .: :r rL7.,: .~�. .., 1.IAA • astFrFTduiek�£tes talc Parldc IYtrcrofasl�n Po &gwia I.. �• - - �i �` ..= 6x ' -•. um 175 PSI.112 bar)�WWP :., -=-......... .. Sprinkler r Thread Size - Nominal Overall Lletings andApprovais' Base SIN K•Factor Length (Refer also to pestgn Criteria an page 41e.) I Part No.' NPT BSP U.S. metri.- Inches mm cuLus• NYC' VdS LPCB C . Standard Orifice 12979 VK302 r la" 15 mm 5A 60.5 2-114' S7 AIX, 81Y, C4, &Z AIX. B1Y - - - 18021 _- Vk302 1i2" .._... 15 mrn 5.6 90.5 2-il4' S6 AtX, 81Y AIX 81Y A2 A2X, B2Y G2X, F21 ' C2x, E2Y" -...--.-._ .._....._.-..-._.._..._.�..__-.-.-.-.-._.-.-. Large OriRca 066668 VK352 3W 2D mrn &O 115.2 24Y 60 AIX, i3tY, C4, F112 AIX. 81Y A2 A2X C2" 06765B'i VK352 flZ' 15 mrn 8.6 115.2 2.aW 90 A1K B1Y, C4, E4Z A1x, 131Y A2 - A2"z [____7_ _ Small Oriffcel 0671681 VK329 U2" 15 mrn 2.8 40.3 2.Vj6- 55 AIX.61Y AIX, 61Y - •. - - 1 06720Q° VK331 11T 15 mrn 4.2 57 2-1i4` 58 A1x, 91Y MY, SIY - - - _ 060320 VK331 - 10 mrn 42 57 2-316` 60 •• - A2 - av Maximum 250 PSI (17 bar) WWP Standard Orifice Sprinkler j Thread Size Nominal OvreraN _ Listings and Approvals' Base SIN € K-Factor Length (Refer also to ❑eslgn Criterja art page 41e.) Part No' NPT B&P U-&- ttfBtrlCr Inches mrn cULus4 NYC'" Vd& LPCB 12282 VK2117 iIT 15 mm 5.6 80,B 2414' 58 AIX.01Y A1X - -- Md lmum 250 PSI (17 bar) V IYP Small 00 ice° . 122901- VK342 1Y2- 15mm 2-8 40-3 2-a'1fi" 56 AS){,t31Y A1X - -� - Approved Temperature Reiingis 1, A- 135 °F 57'% J55'F r6B'C), 176'F [79 `C}.2o0'F 03'C}, and 280 ° (141 -0) Apprvred Flniehae Approved Escutcheons B - 1C 'F (67 'C], 156 'F {a8 -C}, 175 -F (79 "C), antl 2{)0 -P (&"5 1 - Bwa55, Cllronte. whoa Pon(eater'r. Brack X - Standard su if-mwrnMo esanchnan M the Viking IvtiaoFaaP Model F-1 AdJusWhfD 1 Polyesiel'^', and 8iadc PTFE rj{ Escutdreon C • 155 -F (fie °C]. 175 T (r9'C), 2t16 °F (93 "CL and 256 °F [t41 -C) 2 • Sras% Chrome, while Polyester', ar-c Blade Podyesier' Y •Standard surface•mounted ascrr<ehewl or th¢ n - 135 T {57'G], 1 S5 'F (6B'G), 173 `F (79'C), and 285 °F (141 3 • Braes and Chrome Voting Miaofasr'Modml Fl Ajwdatxe Es[utehe or raCessad wiar the Vit(dng MkCNmacice Model E- 'Cl I 4 - EWr" 1, E-2, ar E-3 Racvssad EaculAacn E - 155 °F (ss °C). 175 °F (?9'CS, And 200 °F (83'C) I Z - slandard surfac awrde.'r aswtchmri or la- F- 155 °F (69'C), 175'F (79'C). end 2sa'F (141 'C) I ceased wHh the Viking Mkt tk- Modes E-1 G - 155 'F (i36 'c) I. FoWA6faM I ' Base peri nuu*er 4 shown For oamplete part number. refer to Vlking's Carron prim schedule• Metric K-6r_-Lr nxvasixemen[ sumo is vAwn pntsu..ne a Fmasurrxi in gw. yl'hen pressui9 m measured in kN- dlWda the nvt6d K4ar;vt shown by lo.o. I 'T' Its f¢tlte 3irorg Ore gstln end o vale avallabla ae ga ppro Vie tin'z or prancing. Check wish the manufacturer for any addNonal approvals. i ' Liatad ey Urrdsrwnters lalxlmkwes Inc, fw use in the U.S. and Carada. I ^ Aa pted for use. City of New York Board of 6candards and Appeals, Calendar Nwrter 219-76-BA. ' WLm Listed as corrosion reaislant. Other celom are availeWa on request with the same Usdnp am! Approvals ss the star -lard anus. ' Lasdrfgs and Appmyals limped tq 0ght Harm'd acaapwmke 'hare allowed r'y the imtellatroa standard bent' appireo, with hydmufiWky calculated •zoo systems vrYy. Excaptlan: 4.2K spdniders mart be mataed w hydm0h:ally calculated dry pipe systarns wtmm pJp•ng is cormslon reslsMM or Inmrnahy garvartimd- ' The sprinkler vdnte is bushed. "'ActaptAd for use, Clty of New Yqrk Depedm M of aupldings, MEA Numhar 89-92-E, Vol. 18. 4 ' Ct: GertlRad, 8widwd EN 12259-1. EC�lnlfii:JL95 of wnfq ity 08W_(:PD-2DD1 and 0a32-ePn-2D03. ' tE Cadined, SlandFtJ EN 12259-1. EC- milfcate of mrAo=F!y 0756•CPn•4D279. '' CE CorbAed, standard EN 12259-f. EC•OD ,f air ce caKprmity 07%,CPD 4D130 and 0786cPo�40T70. " W PACD Cartifed. Standard Et4 f22r�1, EC•u MeaLas of cmlartnity 0832-MID-lOa3 and 0832-MM1+Yd8. ; 1The 112" NPT targa Orifice Sprinkler 15 Lis and Approved for reMdTR [city. HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND 15 THE HARDENED HEX HEAD SELF THREADING SCREW MINIMUM FASTENER SIZE ACCEPTABLE IS FURNISHED WITH THE HANGER AND iS THE MINIMUM iE FASTENER SIZE ACCEPTABLE C ,,�,, I BLAZEMASTER CPVC PIPE HANGER SPACING TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP EL90W NOMINAL SIZE inches (mrn) MAX SPACING feet M PIPE SIZE inches SYSTEM PRESSURE [ 100 psi S 100 psi 1" (25.0) 6.0' (1,B) t" 12" s" 1-1/4' (32.0) 6,5' (2.0) 1-1/4' 16" 12" 1-1/2' (40.0) 7.0' (2.1) 1-1/2--3- 24' 12" TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE PIPE SIZE inches SYSTEM PRESSURE. C 100 psi 7 100 psi 1" 5' 4' 3 -1 /4" 6' 5' 1 -1 /2.-3" 7' 71 5 tgrm Fire & Building Products Technical Services: Tel: (800) 301-93121 Fax. (WO) 791-5500 d rapid response° HKSM9 FIR$ SPRINKLER SYSTEM HlazeMaster 0 CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Technical T cry CPVC Pip e pe and Fittings pro. Data duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes for use in wet pipe automatic fire sprin- 3i4" to 3" kder systems. The Tyco CPVC Plpe and Fltlings are produced from i31a2e- Maximum Workin Pressure g 'x MasterO CPVC compound that is a 175 psl specially developed thermoplastic Approvals compound composed of post chlorin- UL, FM, C-UL, NSF, _PCB, MEA, and aced polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to (n1. - and state of the art additives. Tyco staEdation Handbook IH-1900 dated CPVC Pipe and Fittings are easier to June 2008 for exact listinglapproval install than traditional $[eel pipe sys- information } terns, and at the same time, provide Manufacture Source superior heat resistance and strength U.S.A. as compared to traditional CPVC and PVC piping materials used in the Material plumbing trade. Various adapters are available to connect CPVC pipe to me- + Pipe: ASTM F442, SDR 13.5 tallic piping. All female pipe thread r Flltings: ASTM F438 (Seh. 40) and adapters have brass inserts for dura- ASTM F439 (Soh. 80). ASTM F1970 bility. Grooved adapters connect di- Color r I act to moved end valvesand ma- y g Orange [attic pipe, with Ilexible grooved end cou piing$, Tycaf" CPVC pipe and Fittings pro- duced with Blazemastalo CPVC Com- pound described herein must be in- stafled and maintained in compliance with ibis document - and with the a ✓F PP cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may im- pair the performance of These devices. The owner is responsible for maintain- ing their fire protection system and de- Oces in proper operating condition. The installing contractor or spnnklar manufacturer should be contacted with any quest/ons- Page 1 of 2 JUNE, 2008 Page 2 of 2 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with installation Hand- book IH-1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, fasting, and maintenance of their lira protection system and de - Vices in compliance with this docu- ment, as well as with the applicable slandards of the National Fire Protec- tion A F tio ssocaGon [g-g„ NFPA 25], in addition to the standards of any authority having jurisdiction. The tn- sladling contractor or product manufac- turer should be contacted relative to any questions - Automatic sprink I er systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building (TFBP) r d g Products R { 8] are war- ranted solely to the original Buyer for ten (I 0) years against derects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service, This warranty will expire [an (10) years from dateF v shipment h TFBP. No P Y warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been instailed, maintained, modi- fied or repaired In accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurlsddction. Materials found by TFBP to bedefective shalE be either repaired or replaced, at TFSP's sole option. TFBP neither assumes, nor authorizes any person to assume fori[, any other obligation in connection with the sere of products or parts of prod- 81azeMasteio is a registered tradamark of rho Lubnzof corpora Non TFP1915 TFP1915 TO SYSTEM ----> (0) =T.O.R. EL= 15' COUPLING 300LB. WATER GAUGE U I_ 1/2" DRAIN VALVE - OPTIONAL cn PRESSURE RELIEF VALVE UjLL O FLOW SWITCH WITH ❑ - 30 40 SEC. DELAY —D CHECK VALVE WITH RESILENT SEAT TRAMS FROM C n 112 PVC DRAIN TO EXIT It 314" METER(5)_ 8 MAI N PVC COP r =B. . R. O EL -9 } (::)- 1 1 30I }} I COPEV 1}} COP_#_1 SHUT OFF (D TT. T r EL EL=3' IEL=5' 10 e ucts. TFBP shall not be responsible for .. J ,; ` 1. %S. sprinkler syatern design errors or inac- Before closing a Ere protection system curate or incomplete information sup- plied by Buyer or Buyer's repre- control valve for inspection or mainte- navrce work on the fire protection sys- sentatives. � I -i _.' P . .. _ _ d`.tr; . , i I '�� fem that a controls, permission to shut En no event shall TFBP be Iiatrle, in ff*down the affected sire protection sys- contract, tort, strict ltabillty or under - tam must flrsf be obtained tram the any other legal theory, for Incidental. . proper authorities and all personnel indirect, special orcansequentiai darn- 53rd N �. who may be affecfed by rhos action ages, including but not limited to labor ..I..:---- -_ ..1. I most be notilfed. charges, regardless of whether TFBP ;, - Ed was informed about the passibility of Aker placing a fire protection system such damages, and in no event shall ti'1 Vim_ M {}l �� in service, notify the properauthaflles TFSP's Elability exceed an amount and advise those responsible for mom- equal to the salesprlce. 4___-�A taring proprietary and/or central sta- The faF9�DInQ i5 In lieu F'G-A U,h�st lion alarms_ warranty made r This limited warranty seats forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als als or components, whether the claim Ls made in contract, tort, strict dabillty or any other legal theory. This warranty will a to the full ex- tent tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder, ® 2008 TYCO FIRE: & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE I I CPVC 51NGLE FASTENER STRAP TYPE HANGER FIGURE 22 - CPVC HANGER i I � HANGER LOCATIONS ARE TO BE PLACED PER MANUFACTURERES SPECIFICATIONS 1 _y.r4wr._ 11 O. 10, P �' S E VICINIT Y MA P NO SCALE I 12? VICINITY MAP N. T. S. QAM . &�' CCLX� C-16 License v 682025 GENERAL NOTES APPROVAL RIVERSIDE COUNTY FIRE DEPARTMENT BY: _ -- LISNOTTINGHAMr DATE: •/lam •l;1 CASE# �VV" f25 / .- FHE FW DEFT APPROVAL FOP, FLANS r'eAJv Z& VALM FOP ONE YEAR SUE)ECT TO COMMANCE WFTH APPLICABLE CODES SITE PLAN NOTES: I. ALL LOTS TO HAVE 314" WATER METERS. Z. ALL LOTS TO HAVE 2"(SCHEDULE 40)PVC PIPE FROM METER TO HOUSE. 3. NO ELEVATION ON ALL LDTS TD EKCEED 5'FT IN ELEVATION FROM METER TO HOUSE. 4. NO LOT '�`O EKCEED 30'FT FROM 8" MAIN IN " WATER METER. 5. NO LOT TO EKCEED 120' FT FROM 314"METER TO HOUSE (B. O. R.) . 6. ALL FIRE SPRINKLER RISERS LOOATED IN GARAGE. 7. ALL 3/4 METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. 8. CALCULA IONS ARE BASED ON THE WORST CASE SCENARIO FOR ENTIRE PROJECT, WHICH WOULD BE THE L0N EST RUN OF UNDERGROUND FROM MAIN TO METER OF 30'FT AND LONGEST UNDERGROUND FROM METER T HOUSE OF �0'FT. I0 i n 1. THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND/OR N.F.P.A. PHAMPLET # 13-D (2013 EDITION) AND THE RIVERSIDE COUNTY FIRE DEPARTMENT 2. ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. 3. 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 W1175 HD, 6. SPRINKLER NEAQS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDINGMSQ. FT, 7. U = INDICATES CALL. REFERENCE POINT. 8. 1 CIPILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC. (2013). s, : 'AtiL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL, 10. MAINTENANCE BOOK 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. CONTRACTORlOWNER 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). 16. WATER INFORMATION PROVIDED BY COACHELLA VALLEY WATER DISTRICT WITH A STATIC PRESSURE OF 102 PSI AT THE WATER MAIN AND 69 PSI AF'T ER •i Ht 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 4.9 K-FACTOR SPRINKLER FLOW REQ. rc-. 16' SPACING, SLOPED 8' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 13.0 GPM �& 7_0 PSI. (SIN) # TY3596 SYSTEM FLOW REQUIREMENTS: 2 HD = 26.4 GPM FLOWING WJ 49.8 RESIDUAL PSI AT BASE OF RISER 2 HD = 31.4 GPM FLOWING WJ 8�.1 RESIDUAL PSI AT SOURCE DESIGN SPRINKLER = TYCO LF I1 CONC. FLAT 4.9 K-FACTOR SPRINKLER FLOW REQ. �: 90' SPACING, SLOPED 10' MAX OFF WALL FLOWS PER HEAD ARE FLOW = 20.0 GPM 4 16.7 PSI. (SIN) # TY3596 SYSTEM FLOW REQUIREMENTS: 1 HD = 20.0 GPM FLOWING WJ 47.9 RESIDUAL PSI AT BASE OF RISER 1 HD = 25.0 GPM FLOWING W J 75.6 RESIDUAL PSI AT SOURCE s' U i COD Ln a 6/19/14 AS NOTED WN: CANDI CAUDILLO 14-225 ET 2 10F 3 SHEETS i 1" RISER IN WALL W/ INT. LABELED ACCESS PANEL r, MA.. �1 ARCH-------�- T 'T ZF C t n }I A n T+ - m I 7rY-liiY TldIrn Trnnr% r►rrtir, � o � � IUI HALL `I II ` 10 I I o I 111 10' BED 5 ,.....�..�....., /I � .• � Y 10 UP 3FT ; I 4 -7 ' I I ENTRY I I 1116 fi CLG I I II II � II II !1 !I (OPTIONAL BED 5 ) PIPING PLAN 1/4rr=11 -Q' A 0 PTPTNr. PT AM 1/A rr�� —nor ALL 3/4" CPYC PIPING `t 0J ALL 10' -0" FLAT CLG' S U. N. 0. U. N. D. SECTION CUT 1 /4 }' =1 ' -0 1r T. 0. R. O EL = 15' B. 0. R. O EL = 9' FLOOR = 4,483 SQ. FT. CASITA = 648 SQ. FT. GARAGE = 825 S Q. FT. TOTAL = 5,956 SQ. FT. PLAN 26 C-1 C License 682025 ***PLAN 26 *** SYMB MAKE & MODEL SIN# TYPE TEMP FINISH K-FACT CANOPY QTY TYCO LFII TY3596 SSP I bQ WHT 4.9 CONC/FLAT 55 VIKING Q/R VK302 SSP 240 WHT 5.6 401W/GRDS 4 0 TYCO PEND TY2234 SSP 175 WHT 4.9 PENDW/GRDS 7 TOTAL SPRINKLERS FOR PLAN 26: bb a H Oa 00 uo cc U � p {17 CC 11 H� C C o 94 6/19/14 AS iVGTED DRAWN: CANDI CAUDILLO 14-225 x OF 3 SHEETS ZResidential Connection Charge Estimate Date: September 3, 2014 Customer Name: T. D. Desert Dev., L. P. Phone No. (760) 777-1001 Parcel No. 764-660-033 Geo. 06-07-27-4 Address: 81825 Andalusia, La Quinta LID: 690666 Block No. Lot No. 158 Size of Lot: 15,246 sq. ft. Tract No. 31681-3 Type of Service: R-1: R1 Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ 6,245.28 Acres: 0.48 SWSC: t" 2-011.00 /acre WSBFC: - SCC: $ 2,436.00 $2,436/edu Collection: $2,415/edu Meter: 390.00 Meter Size: inch Meter surcharge: - service size: 1 inch Service: $ Meter & Service: Backflow: Other: 60( (see explanation below) Sewer Lateral: - Total: $ 9,671.28 Other: Abandon / Relocate Due to a lot line adjustment a 1" service line will need to be abandoned. Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 29.8 gpm Max. Flow*= 30 gpm Min. Pressure= 65 psi Inlet Pressure= *101 psi Fire Sprinkler Demand* Outlet Pressure= 71 psi Max. Flow= 26 gpm Min. Pressure= 49 psi Meter Size = 3/4 inch System Type: Service Size= 1 inch Multi ❑ Stand Alone � ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 31681-3, Andalusia/Coral Mountain. Tract under a Special Agreement we will NOT collect the WSBFC nor the CSC of the SCC fee. Also, we will collect .48 of an acre per lot in Phase 3. Per Construction Dwg. No. 35412 there is an existing 1" service and per Dwg. No. 35426 there is an existing sewer lateral. E-mail Invoice to: kingchris1962@yahoo.com *PRIOR TO PRESS REG VALVE PZ 14-5640 Technician: Sandra V111alObos Approved by: Date: - J_/� �,/ C cvwd-950 *********This is lust a QUOTE, all fees are subie t to Chanee********* IRov a/111 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA PLAN 26 REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-225 DATE: 6-23-14 -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: R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 47.9 psi CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY FIRE WATER FLOW AVAILABILITY DATA: STATIC: 102 psi (-10a 91 PSI) RESIDUAL: 101 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA WATER DECEMBER 2013 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SA--NKLER / SYSTEM HYDRAULIC ANAL7, S Page 1 DATE: 6/23/2014 C:\PROGRAM FILES\HRS SY_�MS\HASS\14-225-1.SDF JOB TITLE: ANDALUSIA PLAN 26 - 1 HEAD CALC WATER SUPPLY DATA 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 75.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE •25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 05.0 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 75.6 25.0 2 3.0 - - - - 67.7 - - - 3 3.0 - - - - 54.7 - - - 4 5.0 - - - 53.1 _ - - 5 9.0 HOSE STREAM 47.9 5.09 6 15.0 - - - - 44.4 - - - 7 15.0 - - - - 41.4 - - - 8 15.0 - - - 32.0 - - - 9 15.0 - - - - 34.4 - - - 10 18.0 - - - - 22.3 - - - 11 18.0 - - - - 22.3 - - - 12 18.0 K= 4.90 16.7 20.0 • 1 SP-)NKLER SYSTEM HYDRAULIC ANALY`-IS Page 2 DATE: 6/23/2014 C:\PRCGPAM_FILES\HRS SYL CMS\HASS\14-225-l.SDF JOB TITLE: ANDALUSIA PLAN 2 1 HEAD CAL PIPE DATA I 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 •30.00 PF 6.6 •1 0.0 SRCE .75.6 (N/A) 10.3 150 FTG .TG PE -1.3 •2 3.0 0.0 .67.7 0.0 0.168 TL .39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 02 3.0 0.0 •67.7 0.0 13.0 psi, 25.0 gpm 03 3.0 0.0 .54.7 0.0 Pipe: 3 25.0 2.003 PL 0120.00 PF 0.7 013 3.0 0.0 54.7 0.0 2.5 150 FTG 05.0 PE -0.9 �4 5.0 0.0 .53.1 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 •53.1 0.0 9.7 150 FTG •19.0 PE -1.7 05 9.0 H.S. •47.9 5.0 0.146 TL •24.00 PV Pipe: 5 20.0 1.101 PL •6.00 PF 0.9 45 9.0 H.S. 047.9 5.0 6.7 150 FTG •7.0 PE -2.6 06 15.0 0.0 .44.4 0.0 0.068 TL 913.00 PV Pipe: 6 20.0 1.101 PL *22.00 PF 3.1 06 15.0 0.0 .44.4 0.0 6.7 150 FTG o23.0 PE 0.0 .7 15.0 0.0 .41.4 0.0 0.068 TL •45.00 PV Pipe: 7 10.1 0.874 PL •103.00 PF 9.3 7 15.0 0.0 •41.4 0.0 5.4 150 FTG .54.0 PE 0.0 8 15.0 0.0 932.0 0.0 0.059 TL .157.00 PV Pipe: 8 10.1 0.874 PL 188.00 PF 8.4 08 15.0 0.0 .32.0 0.0 5.4 150 FTG 054.0 PE -1.3 010 18.0 0.0 •22.3 0.0 0.059 TL *142.00 PV Pipe: 9 9.9 0.874 PL . 83.00 PF 6.9 7 15.0 0.0 •41.4 0.0 5.3 150 FTG •39.0 PE 0.0 9 15.0 0.0 .34.4 0.0 0.057 TL .122.00 PV Pipe: 10 9.9 0.874 PL ■111.00 PF 10.8 • 9 15.0 0.0 •34.4 0.0 5.3 150 FTG *79.0 PE -1.3 10 18.0 0.0 *22.3 0.0 0.057 TL •190.00 PV Pipe: 11 0.0 0.874 PL •6.00 PF 0.0 010 18.0 0.0 *22.3 0.0 0.0 150 FTG ■15.0 PE 0.0 . 11 18.0 0.0 .22.3 0.0 0.000 TL •21.00 PV Pipe: 12 20.0 0.874 PL :14.00 PF 5.7 a10 18.0 0.0 022.3 0.0 10.7 150 FTG •13.0 PE 0.0 012 18.0 4.9 .16.7 20.0 0.209 TL 927.00 PV SP'-)NKLER SYSTEM HYDRAULIC ANALY Page 3 DATE: 6/23/2014 C:\PROGRAM FILES\HRS SY: MS\HASS\14-225-1.SDF JOB TITLE: ANDALUSIA PLAN 26 - 1 HEAD CALC 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 0.001 gpm and a maximum imbalance at any node of 0.006 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 12. (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 91.00 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 8.56 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 Sr)NKLER SYSTEM HYDRAULIC ANAL^S Page 4 DATE: 6/23/2014 C:\PROGRAM FILES\HRS SY1 MS\HASS\14-225-1.SDF JOB TITLE: ANDALUSIA PLAN 26 - 1 HEAD CALC 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 S 7NKLER SYSTEM HYDRAULIC ANALr Page 5 DATE: 6/23/2014 C:\PROGRAM FILES\HRS SY--,-LMS\HASS\14-225-1.SDF JOB TITLE: ANDALUSIA PLAN 26 - 1 HEAD CALC � 4-J co I I 0' a a 1 �5 �J N 0) 0) U U O �4 N �� 1 o �� Q O 9) Lo m U-) , ¢(0N N N N 04 F! N 0 N Oar ��u En Ca f 3 w ,b q r z ro a u R� C- W r-{ o U) I H 0>1 co ¢.a s � N x , l 1 0 O H , I H 1 I ro I I I I I I � . 1 H N O O O O O OD H C7 r� p C7 W O O O O O O O O � l0 'ct' N wrzWMM �::)x W--am-H- 0 O O I V) Q) rz 10 U) (D O a a--) ro o aro w�4 k o � 0 N m U -r-I -r-I a� 0 V) 0 ro �w Ca O O O O z 0 0 N SI�NKLER SYSTEM HYDRAULIC ANALrjS Page 6 DATE: 6/23/2014 1 C:\PROGRAM FILES\HRS SYL MS\HASS\14-225-1.SDF JOB TITLE: ANDALUSIA PLAN 26 - 1 HEAD CALC WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I I I 80+ 1 x 1 72+ I I I P 64+ R I E I S I S 5 6+ U I R I E I 48+ ( I P I S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I" X = Required Water Supply " I 75.56 psi @ 25.0 gpm 8+ « I 0 = Available Water Supply " I 91.00 psi @ 25.0 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) C1� SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA PLAN 26 REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-225 DATE: 6-23-14 -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: R3 .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.4 gpm 31.4 gpm (5 gpm Hose STREAM) 26.4 gpm @ 49.8 psi 4.9 CANDI CAUDILLO AUTHORITY HAVING JURISDICTION: RIVERSIDE COUNTY FIRE WATER FLOW AVAILABILITY DATA: STATIC: 102 psi (-10% 91 PSI) RESIDUAL: 101 psi FLOW: 500 gpm WATER DEPARTMENT: COACHELLA WATER DECEMBER 2013 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA S nNKLER SYSTEM HYDRAULIC ANALY-QTS Page 1 DATE: 6/23/2014 C:\PROGRAM FILES\HRS . DTEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN 26 - 2 HEAD CALC WATER SUPPLY DATA 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 31.4 83.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE • 31.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES •5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS . 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 83.1 31.4 0 2 3.0 - - - - 71.7 - - - 3 3.0 - - - 58.7 - - - 4 5.0 - - - 56.8 - - 5 9.0 HOSE STREAM 49.8 5.0 • 6 15.0 - - - - 45.7 - - -- 7 15.0 - - - - 40.6 - - - 8 15.0 - - - 25.0 - - - 9 15.0 - - - - 29.0 - 10 18.0 --- - - - 9.6 - - - 11 18.0 K= 4.90 7.5 13.4 • 12 18.0 K= 4.90 7.0 13.0 • S?-TNKLER SYSTEM HYDRAULIC ANAL)"zIS Page 2 DATE: 6/23/2014 ) --\PROGRAM._FILES\HRS -_oTEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN - 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 31.4 0.995 PL 30.00 PF 10.0 '1 0.0 SRCE .83.1 (N/A) 13.0 150 FTG TG PE -1.3 02 3.0 0.0 .71.7 0.0 0.257 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE `2 3.0 0.0 .71.7 0.0 13.0 psi, 31.4 gpm 3 3.0 0.0 •58.7 0.0 Pipe: 3 31.4 2.003 PL 9120.00 PF 1.1 '3 3.0 0.0 58.7 0.0 3.2 150 FTG •5.0 PE -0.9 4 5.0 0.0 .56. 8 0.0 0.009 TL • 125 . 00 PV Pipe: 4 31.4 1.025 PL 5.00 PF 5.3 04 5.0 0.0 •56.8 0.0 12.2 150 FTG • .19.0 PE -1.7 .5 9.0 H.S. .49.8 5.0 0.222 TL 924.00 PV Pipe: 5 26.4 1.101 PL •6.00 PF 1.5 65 9.0 H.S. .49.8 5.0 8.9 150 FTG 67.0 PE -2.6 •6 15.0 0.0 *45.7 0.0 0.114 TL .13.00 PV Pipe: 6 26.4 1.101 PL . 22.00 PF 5.1 06 15.0 0.0 045.7 0.0 8.9 150 FTG •23.0 PE 0.0 47 15.0 0.0 *40.6 0.0 0.114 TL . 45.00 PV Pipe: 7 13.4 0.874 PL •103.00 PF 15.6 '7 15.0 0.0 940.6 0.0 7.1 150 FTG • 54.0 PE 0.0 +8 15.0 0.0 .25.0 0.0 0.099 TL .157.00 PV Pipe: 8 13.4 0.874 PL *88.00 PF 14.1 08 15.0 0.0 *25.0 0'.0 7.1 150 FTG .54.0 PE -1.3 .10 18.0 0.0 .9.6 �0.0 0.099 TL •142.00 PV Pipe: 9 13.1 0.874 PL '83.00 PF 11.6 •7 15.0 0.0 •40.6 0.0 7.0 150 FTG •39.0 PE 0.0 69 15.0 0.0 29.0 0.0 0.095 TL •122.00 PV Pipe: 10 13.1 0.874 PL •111.00 PF 18.1 09 15.0. .0 29.0 .0 7.0 150 FTG •79.0 PE -1.3 010 18.0 .0 9.6 .0 0.095 TL 6190.00 PV Pipe: 11 13.4 0.874 PL •6.00 PF 2.1 410 18.0 0.0 9.6 0.0 7.2 150 FTG • 15.0 PE 0.0 •ll 18.0 4.9 7.5 13.4 0.100 TL •21.00 PV Pipe: 12 13.0 0.874 PL 014.00 PF 2.5 010 18.0 0.0 • 9.6 0.0 7..0 150 FTG 013.0 PE 0.0 .12 18.0 4.9 7.0 13.0 0.094 TL .27.00 PV SP7KLER SYSTEM HYDRAULIC ANALV'`,TS Page 3 DATE: 6/23/2014 C:\PROGRAM FILES\HRS STEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN 26 - 2 HEAD CALC 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 0.011 gpm and a maximum imbalance at any node of 0.117 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 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 A1mChk 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 • Sr)NKLER SYSTEM HYDRAULIC ANAL S Page 4 DATE: 6/23/2014 F 1 C:\PROGRAM FILES\HRS �TEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN 26 - 2 HEAD CALC 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 S?—jNKLER SYSTEM HYDRAULIC ANAL S Page 5 DATE: 6/23/2014 C:\PROGRAM FILES\HRS �TEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN 26 — 2 HEAD CALC O O O 4J m a) 1x 4J In m H ro O ,— a �ro 3 O 0 04 aro Ga �4 k O O (o U -r-I O O N O O O O O O O O O O O O O 00 l0 N r-1 c� FC� �D w a, a W U) m�D a w - a m Sr-INKLER SYSTEM HYDRAULIC ANAL.S Page 6 DATE: 6/23/2014 11 C:\PROGRAM FILES\HRSTEMS\HASS\14-225.SDF JOB TITLE: ANDALUSIA PLAN 26 - 2 HEAD CALC WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I x 1 80+ I I I 72+ I I I P 64+ R I E S S 5 6+ U I R E 48+ ( I P I S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND " I X = Required Water Supply " 1 83.07 psi @ 31.4 gpm " 8+ " 0 = Available Water Supply " 90.99 psi @ 31.4 gpm " 1 11 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 RIVERSIDE COUNTY FIF� ' 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 September 16th,2014 Symons Fire Protection 1050 Pioneer Way,Suite "R' El Cajon, CA 92020 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-122, Andalusia 81825 Andalusia Plan 26, Lot#158, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum'/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist Riverside County Fire Department Fire Protection Planning Section Riverside Once: 2300 Markel St , Ste 150, Riverside, CA 92501 Ph. (951) 9554777 Fax (951) 9554886 Murriela Office: 39493 Los Alamos Rd, Ste A, Mumeta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-41 31 Ph (760) 863-8886 (760) 863-7072 Date: 1 /26/2015 To: LA QUINTA B&S F Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release ANDALUSIA #158 LAQ-14-RS-115 81805 ANDALUSIA LA QUINTA IAPPROVEDJ Final For Recordation RES. SPRINKLER FINAL Release For Building Permit(s) Shell Final Only (No Tenant) APPROVED 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. A�w 4��- Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-122 - ANDALUSIA @ CORAL MTN - RES SPK FINAL Location: 81825 ANDALUSIA, LOT 158, LA QUINTA Start: Mon 1/26/2015 2:00 PM End: Mon 1/26/2015 2:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Phone#: Co. Name: Cel I#: 760-574-8298 Symons Fire Protection CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rou h-wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitorin SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emerge cshut off High pile storage Primary piping In-racksprinklers Secondwy piping Hose racks Dispensers & shear valves X Final 5 5 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 Extin uishin system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Z Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-122 - ANDALUSIA @ CORAL MOUNTAIN -LOT 158 - RES O.H. ROUGH Location: 81825 ANDALUSIA, LOT 158, LA QUINTA Start: Wed 10/1/2014 9:30 AM End: Wed 10/1/2014 10:00 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: _Lupe Phone#: 760-574-8298 Cel I#: Co. Name Symmons Fire CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. I 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 I Final X Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Prima ipi[12 In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off I High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test I 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: � l�•t �- � fL-fft�iCr �3r' r.1 C�(L 1 Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 19 New ❑ Re -Submittal # PLAN REVIEW FORM ❑ As-builts Permit No. ] q - C5 I Project Information (Please Print) Project Name: Andalusia @ Coral Mountain pt4j JLG Address: el Q1,5 Andalusia L01 k 9� City & Zip: La Quinta, CA 92253 Contact Information CONTACT PERSON_ Nolan Sparks Mailing Address: 81570 Carbonears City & Zip La Quinta, CA 92253 Phone No.: 760 777 1001 rare Protection Planning / Palm Desert Office: v 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Office Use Only RECEIVED SEP 08 2014 RIVERSIi]E COUNTY FIRE PROi'iCIIp1r' PiAN7�rpWC I have read and understand that Fire Dept. fees are Deposit Based Fees an ere may be additional money du to r afle pr ct final. Sign: 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. rian Keview type (Check appropriate items ❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 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 Office Use• Fee Paid: . 00 Called for Pick -Up Reviewed by: �B L Date Paid: Y: �� 7 Date: PC Review Date:. Picked -Up Check#: a- ❑ Approved ❑ Denied 1, Date:-967bq By: U-L Received By: Plans Stamped: ®Yes ONO Shipped By / Method Letter Attached: ®Yes ONO Receipt#(OCR) Job Card Included: KYes ONO ❑ BFi ❑DBF ❑DBF Form 1—Re cistxd 7/25/2012 t X (�W, 00 Visit us at www.rvcfire.ora