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LAQ-15-RS-143 Monterra Plan 1BDescription: MONTERRATM 32742 LOT37 PH MODELS PLAN 1B Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE Status: FINALED Applied: 3/18/2015 SKH FAMILY DETACHED Approved: 8/7/2015 SKH Parcel No: 767860037 Site Address: 55080 AUTUMN VALLEY CT LA QUINTA,CA 92253 Subdivision: TR 32742 Block: Lot: 37 Issued: 8/7/2015 SKH Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/11/2019 JFU Valuation: $211,159.30 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 PHONE Details: 3,180SF DWELLING -PLAN 16, LOT 37 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. Fire Permit #LAQ-I5-RS-143. 4 1312 142 0 01111 I Applied to Approved Approved to Issued Issued to Finaled Printed: Wednesday, April 26, 2023 3:03:55 PM 1 of 7 WSYSiEMS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS SUITE #230 MISSION VIEJO CA 92691 SZABALA@WOODBRID GEPACIFIC.COM CONTRACTOR WOODBRIDGE PACIFIC GROUP LLC 27285 LAS RAMBLAS SUITE #230 MISSION VIEJO CA 92691 SZABALA@WOODBRID GEPACIFIC.COM OWNER MONTERRA PROP 55075 MONROE ST LA QUINTA CA 0 Printed: Wednesday, April 26, 2023 3:03:55 PM 1 of 7 WSYSiEMS Printed: Wednesday, April 26, 2023 3:03:55 PM 2 of 7 WsYsrEMS ■ CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RE -INSPECTION FEE 101-0000-42400 1 $76.00 $76.00 1/23/19 R43562 BRES2015- CHECK LA QUINTA HOUSING SSW 0093 LLC Total Paid for ADMINISTRATIVE: $76.00 $76.00 ART IN PUBLIC PLACES - 270-0000-432010 $27.90 $27.90 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH RESIDENTIAL Total Paid for ART IN PUBLIC PLACES - AIPP: $27.90 $27.90 BSAS SB1473 FEE 1 101-0000-20306 1 0 $9.00 $9.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH Total Paid for BUILDING STANDARDS ADMINISTRATION $9.00 $9.00 BSA: DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH DIF - COMMUNITY 254-0000-43200 0 $129.00 $129.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH CENTERS DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH DIF - PARK 256-0000-43200 0 $40.00 $40.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH MAINTENANCE DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH DIF - STREET 255-0000-43200 0 $116.00 $116.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH MAINTENANCE DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH TEMP POWER SERVICE 101-0000-42403 0 $16.92 $16.92 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH PC Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA 101-0000-424030 $36.99 $36.99 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH ADDITION 1,OOOSF Printed: Wednesday, April 26, 2023 3:03:55 PM 2 of 7 WsYsrEMS Printed: Wednesday, April 26, 2023 3:03:55 PM 3 of 7 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RESIDENTIAL, EA 101-0000-42600 0 $15.24 $15.24 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH ADDITION 1,OOOSF, PC RESIDENTIAL, FIRST 101-0000-42403 0 $145.03 $145.03 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH 1,OOOSF RESIDENTIAL, FIRST 101-0000-42600 0 $47.86 $47.86 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH 1,OOOSF, PC Total Paid for ELECTRICAL - NEW CONSTRUCTION: $245.12 $245.12 RESIDENTIAL PRECISE GRADING - TRACT 101-0000-42408 0 $133.43 $133.43 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH HOME Total Paid for GRADING: $133.43 $133.43 CONDENSER/COMPRES 101-0000-42402 0 $72.52 $72.52 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH SOR CONDENSER/COMPRES 101-0000-42600 0 $48.34 $48.34 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH SOR PC EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH FURNACE 101-0000-42402 0 $72.52 $72.52 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH FURNACE PC 101-0000-42600 0 $48.34 $48.34 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH VENT FAN 101-0000-42402 0 $96.72 $96.72 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH VENT FAN PC 101-0000-42600 0 $38.64 $38.64 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH Total Paid for MECHANICAL: $394.00 $394.00 MULTI -SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,301.00 $1,301.00 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH - 2015 UPDATE Total Paid for MULTI -SPECIES RESIDENTIAL: $1,301.00 $1,301.00 Printed: Wednesday, April 26, 2023 3:03:55 PM 3 of 7 WsYsrEMS Printed: Wednesday, April 26, 2023 3:03:55 PM 4 of 7 WsYsrEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY NEW CONSTRUCTION 101-0000-42400 0 $588.29 $588.29 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH PERMIT Total Paid for NEW CONSTRUCTION PERMIT: $588.29 $588.29 NEW CONSTRUCTION 101-0000-426000 $1,248.12 $1,248.12 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH PLAN CHECK Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,248.12 $1,248.12 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH FIXTURE/TRAP 101-0000-42401 0 $217.62 $217.62 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH FIXTURE/TRAP PC 101-0000-42600 0 $217.62 $217.62 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH GAS SYSTEM, 5+ 101-0000-42401 0 $36.26 $36.26 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH OUTLETS GAS SYSTEM, 5+ 101-0000-42600 0 $24.17 $24.17 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH OUTLETS PC WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH WATER HEATER/VENT 101-0000-42600 0 $7.25 $7.25 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH PC WATER SYSTEM 101-0000-42401 0 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH INST/ALT/REP WATER SYSTEM 101-0000-426000 $12.09 $12.09 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH INST/ALT/REP PC Total Paid for PLUMBING FEES: $580.29 $580.29 SMI - RESIDENTIAL 101-0000-20308 1 0 $27.45 $27.45 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $27.45 $27.45 Printed: Wednesday, April 26, 2023 3:03:55 PM 4 of 7 WsYsrEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY SINGLE FAMILY 224-0000-20320 0 $1,837.44 $1,837.44 7/22/15 R7881 10564 CHECK WPG ENTERPRISE SKH DETACHED Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 Printed: Wednesday, April 26, 2023 3:03:55 PM 5 of 7 WsYsrEMS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES GAS RELEASE BLD SEWER CONNECTION KKI 8/27/2015 8/27/2015 APPROVED UNDERGROUND PLBG KKI 8/27/2015 8/27/2015 APPROVED FOOTINGS KKI 9/4/2015 9/4/2015 APPROVED ROOF NAIL KKI 9/30/2015 9/30/2015 APPROVED OKAY TO WRAP KKI 10/16/2015 10/16/2015 APPROVED FRAMING KKI 10/22/2015 10/22/2015 DISAPPROVE D ROUGH ELEC KKI 10/22/2015 10/22/2015 DISAPPROVE D ROUGH MECH KKI 10/22/2015 10/22/2015 DISAPPROVE D ROUGH PLBG KKI 10/22/2015 10/22/2015 DISAPPROVE D FRAMING KKI 10/27/2015 10/27/2015 APPROVED ROUGH ELEC KKI 10/27/2015 10/27/2015 APPROVED ROUGH MECH KKI 10/27/2015 10/27/2015 APPROVED ROUGH PLBG KKI 10/27/2015 10/27/2015 APPROVED INSULATION KKI 10/30/2015 10/30/2015 APPROVED Printed: Wednesday, April 26, 2023 3:03:55 PM 5 of 7 WsYsrEMS Printed: Wednesday, April 26, 2023 3:03:55 PM 6 of 7 WsYsrEMS DRYWALL NAIL KKI 11/6/2015 11/6/2015 APPROVED LATH KKI 11/6/2015 11/6/2015 APPROVED GAS LINE/TEST KKI 1/19/2016 1/19/2016 CANCELED TEMP USE OF PERM PWR KKI 1/19/2016 1/19/2016 APPROVED GAS LINE/TEST KKI 1/20/2016 1/20/2016 APPROVED Call Mando for pm inspections 1330 to 1400Met superintendent Mondo at site and we walked reside nceApproved final PUBLIC WORKS FINAL JPE 2/12/2016 2/12/2016 APPROVED PW Final Monterra - all trenches backfilled - swales are in and back yard drains are in and clean and open - all trash cleaned up.Weather - Clear - Calm - temperature 55 to 88 FINAL" AOR 2/16/2016 2/16/2016 NOT READY GAS LINE/TEST AOR 1/31/2017 1/31/2017 NOT READY SYSTEM NOT ON TEST, REINSPECTION FEE REQUIRED. GAS LINE/TEST JFU 2/3/2017 2/3/2017 APPROVED DRYWALL NAIL JFU 1/28/2019 1/28/2019 APPROVED DRYWALL NAILING AFTER TEMPORARY SALES CENTER WAS REMOVED. FINAL" DCL 3/8/2019 3/8/2019 CANCELED HERS REGISTRATION NO: 214-N0163383C- FINAL" JFU 3/11/2019 3/11/2019 APPROVED M2000002A-M20A REGISTRATION DATE: 6/24/2016 HERS PROVIDER: CALCERTS, INC. Printed: Wednesday, April 26, 2023 3:03:55 PM 6 of 7 WsYsrEMS Printed: Wednesday, April 26, 2023 3:03:55 PM 7 of 7 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/13/2019 DUANE CLAYTON CERTIFICATE OF 55119 AUTUMN VALLEY 0 OCCUPANCY CT - C OF O.pdf DOC 3/18/2019 DUANE CLAYTON ENERGY DOCUMENTS - 55080 AUTUMN VALL - 0 CF3R CF3R.pdf DOC 11/13/2015 LISA NOTTINGHAM LAQ-Monterra_Plan LAQ-Monterra_Plan 0 1Model Lot 37.pdf 1Model Lot 37.pdf ADA parking southeast ADA parking southeast IMAGE 2/12/2016 JIM PETERS 0 side of residence.JPG side of residence.JPG looking east from south looking east from south IMAGE 2/12/2016 JIM PETERS west corner of west corner of 0 residence.JPG residence.JPG IMAGE 2/12/2016 JIM PETERS permit for 55080 permit for 55080 0 Autumn Valley Ct.JPG Autumn Valley Ct.JPG IMAGE 2/12/2016 JIM PETERS eastside yard looking eastside yard looking 0 North.JPG North.JPG looking west in back looking west in back IMAGE 2/12/2016 JIM PETERS 0 yard.JPG yard.JPG IMAGE 2/12/2016 JIM PETERS looking south in west looking south in west 0 rear side yard.JPG rear side yard.JPG Printed: Wednesday, April 26, 2023 3:03:55 PM 7 of 7 WsYsrEMS Suletin 135 Rev. L CIO Model F'1 R Imabi Residerbal Sprinidem for W Design Density of a05 gpnff 0 F_ Model F1 Res Spli Wm oVilrleered tar the I mmd fk wls to meet the minimum design density of .05 gplfrtlW lWes: I. F1 Res 3D Pendent 2 F1 Res 30 Recessed PendentlF2 a F1 Res 30 Recessed PandenVFP A F1 Res 49 Pendent S F1 Res 49 Recessed PerldentiFl 6 F1 Res 49 Recessed PendentiFP 7. F1 Res 58 Pendon F 1 ReS 30, 49, 58 & 76 F1 Res 30, 49, 5E & 76 a F1 Pies 58 Recessed PoWentlF1 Recessed Pendent i F1 Recessed Pendent IFP F 1 Res 58 HSWX 9 F1 Res 58 Recessed Penden4FP 10. F1 Res 76 Penderli 11, F1 Res 76 Reowsed PendenWi 12. F1 Res 76 Recessed Penden4FP 13. F1 Res 30 CGP Pendent IND 14. F1 Res 49 CCP Pandsrrt - 15. F1 Res 58 CCP Pendent 16, F1 Res 76 CCP Pendant 17, F1 Ree 44 HSW F1 Res 30, 49, 58 & 76 F1 R0944&58 F 1 Res 4.4 SWC 1& F1 Res 44 Recessed H5WiF2 CCP Pendent Recessed H5WJF2 19. F1 Res 59 HSW 20. F1 Res 58 HSV+1X Horiaarlral SldeW811 spr Yders (999, 5,13 &7) are eq ii ly M rac- 21, €.Re8% H5WX tNewtvnabovecdIng piping carnal be U9eed- 22. F1 Res 58 HSW Recessed HSWJF2 Tree 3rnm glass -bulb penderltspdriklers permit thaefflC um 23. F1 Res 44 SWC of residential vaEr supplissfcr sprinkler coverage in residergol Listings & Approvals fire protection design, 1. listed by Undermit'ers Laboratories Inc. anq T� lav`f F1 Rl� spriridersae speriary 9ngill�eTpd forfast UL Certified for Canada (cULc s) thermal response in rifest the seraitrde Ire proteciion applca- Wn needs ct the latest residential market 913fldards (UL 1626 Stwdwd), Upon fire conditions, rang fleet causesasprii-AGrt Spnittklem for .1 D DaI=.riaity: Refer to Bulletin 176 heat—SerlsnM element, Sass bulb Cr 11* to acuate, releasing the UL Listing Dlategory rivelefwayfor waterfbwQn10the aeilector,evertly disiributingthe dlscharged water to contra) a fte. Residernial Automatic Sprinkler Technical Dela: UL Guide Number * Thermal Sensor, Soldered Memel (Link) or Nominal VKKw 3mm glass -bulb Putetrts * Spl'Inxier Frame . Brass Gasting US Patent No, 6,516,893 applies to the Model F1 Res 49 5prirllctt3rs' Pressure Rating: 175 psi &S8 Pendent5prin�lers Factory HydroslaticallyTesled to 500 psi US Patent No. 7,353,882 applies to Model F1 Res 44&58 * Thread Size_ MV NPT (RM HSW Sprinklers + K -Factor: 3.0 {43.2} Ukaid) - F1 Res 30 Perlderltspmkner LIS Patent No, 7,784,555 app Iles to Moaef F 1 Res 44 SWC 4-.9 (70JS) (Atha) -F1 Rss4g Pendert Spranber Sprinklers b.8 (83.5) Oc L W) -F 1 RasSB Pw da-,t&riSW SpdMer Product Description7.8(100XActuW)-F1Res7eP"erlt5pnnWer Nbdel F1 Res Pendent sprInklets {Figs. 1, 2, 3, & 4) are fast 4.4 (93} (Adual)-F1 Res 44 H 5W Sprinldfsr respmw spNrtk6scom€]irling a (celer[ dlrabilltyl, hlgt'1 sensitiv- * Density- Minimum 0.05 gpm#12 ry glass -bulb and Inw prt le fig aratiue design The F1 Res The Reliable Automatic Sprinkler Co., Inc,, 103 Fairview Park Drive, Elmsford, New York 10523 Technical Dada: F1 Res 30 Pencliant and Recessed Pendent (SIN A3511) — - - _......_.:....... ---- ...... _--------------------- -readh5loanal 00fics ; MaxMaar: Prowure I inkier 7ert1 . f�2rtin Maw- AmbiaM Terns . I Actual K ; 5pnnklar Lorioh poo- - Inch (mrrl)__—I_ ssi(bar),..-...- -�.._..._I � - .. `F _ }- "C +•• -Pastor Inditr}..... 'A . e NIF I 1E6 tilt l {RYz] "Is'" (r3.2) 175 (12) 11 pc 1W 38 a U (43._) x.25 (.57] F -r 13-Illn9 lvix,. refer to NFR13, i aR or I`'r.`.'t Technical lata: F1Res 49 Pendent and Recessed Pendent (SIN 13516) Thread Nominal Orifice Max. Sprinkler Max. ACtual Sprinkler Size Inch (mm} Pressure_ Taut . Rir1g AlTT6iettt TDI. KLength Ft (m) Flow P}'mnure _ psi (bar). --.°F _°r.. °F °G. Factor_ rr�1�— InchiNPT rine" (11) 4.9706) -- - -2.25 (57) RYs 175 (12) 66 155 1.15 ,rP Fr: C'6 Far C%Gk%g types refer to NFPA 13, 13R or 13D IF 1 Builefin 006 Rev, I Madel RFC30 SIN RA6 1) Ordlnary Temp, gating Intermediate Temp. Rating Top of Deflector MinimumMax. Coverageah3a Max. Spacing (]§5°F... 175 Fil9°C Sprinkler engineeredfor a minimum Temp Ratio 9 Ft x Ft (m x m) Ft (m) Flow P}'mnure to Ceill Spacing Flow P(essum Features Y taP� MLk[ lni k -I3 (4P) 7.0 (0,48) .. PM(LL In PS4JUl�..-_ Inch(mmm ) Ft (M) 12 x 12 (5.6 x 3,6) 12(3.6) 13 (9) 7 q (0,48) SIMM (ehngs "A to 4 (31 7 to 102:1 U1�11.e F28aar r r1t�I 3. Thread-On/Thread-Off or Plash-Onfrhread °F °O Off cover attachment option. °G 883 4. Smooth aesthetic ceiling profile. 14 x 14 (4,3 x 4,3) 1 14 (4,3) 13 (49) 7.0 (0,48) 13 (49) 7.0 (0,=6) 1 fa 4 (25.4 to 1021, us g F1 Plain, Cover Plats Listings & Approval 13 (49) 7,0 (0,43) (RA0611 1, Listed by Underwriters Laboratories, and 21raa (8,2] FCf_aj1C ; etx1. certified by UL fear Canada (cULus) 1 fi x 16 (4,9 x 4,93 16 (4,c) t3 i,4g; 7.0 {0,48) 13 (49) 7.0 (0,4S) Ben rwld Gaiings per NFPA 8(2,4) 13 (40 2[7)(20(5,1 x6,1) 2i1(G,11 2(](75,73) - - 42 1,0181 520[8,17 13D. 13R a[ 13 Insiallot: in 8.80,71 18 x 18 (5.5 x 5,5) 18(5,5) 17 (B4,3) 12 (4,83) 171,61,3) 12 (0,69) beams 1%to 1vs (317.0 57 1Gi7 L38 4.302) 17 (12} RFC 49 (c) 44.4) • sf iq F2 c osou%D:hreon, 1 5.8 TY3194 XM faly to s 40 042y 2E)x2t)(6,1x611)L2G(6,1) 3gA (2,T7 N('75,7) 16.7 (1,14:) 20(75,7) 16,7(1,14) to136(25.4to44.4)usmgF1 (f t361E$3 --- — -— — - 74 135 57 a t'•.a oar 38 Far C%Gk%g types refer to NFPA 13, 13R or 13D IF 1 Builefin 006 Rev, I Madel RFC30 SIN RA6 1) Madel RFC43 (SIN RA0e112) Bel Model RFC49 (SIN RA0616) blelD in Residential Flat Concealed - Sprinklers A Residential Flat Concealed Max. (SIN) Size Sprinkler engineeredfor a minimum Temp Ratio 9 Tem Rating p• 9 design denstty of 0.05 gpmff with Factor Pressure low GPM requiremenft Inch (mm) Inch (mm)psiaF Features Y GPM (Umin) 1. Very low water flaw requirements. (m) I 2. Cover plate attachment (Plain or PerforaLad) 1'' x 12 (3,6 x 316) 12 I,u,"o) t a with /(1� �% 3rrrnTotal adjustment. l s S .L smooth Ceilhigs r2 to 1(13 10 Searred Ceilings per NFPA 13D, 13R or 3. Thread-On/Thread-Off or Plash-Onfrhread °F °O Off cover attachment option. °G 883 4. Smooth aesthetic ceiling profile. RFC 30 1C (.37,aj 5. Available in brass, chrome and black plated 13 lnslalled in beams Y2 to 1 (13 to 25.4) 13 (49) or painted finishes. Beamed (dings per NFPA 13D, 1;iri or in bearns'!2 to 141:: to 254] 43 i^stalled . Plain, Cover Plats Listings & Approval 13 (49) 7,0 (0,43) (RA0611 1, Listed by Underwriters Laboratories, and 21raa (8,2] 18N certified by UL fear Canada (cULus) 135 57 UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKN Product Deaicription 'ft del REC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response resldenaal fusible solder tr* a:gornatic sprinklers. Residential sprinklers differ ifom standard sprinklers primarl[y in their response tlme and water distribution patterns. Perforated Cover Plate Model RFC30, RFC43 and RFC49 sprinklers discharge water In a hemispherical pattern below the sprinkler de- and positively attached and blends into the oeiling, Con- flector. Residential distribution patterns are higher and ceal€ng the most dependable fire protection available, an general ly contain a f finer drop€et size than standard sprin- aMmatic spriroder system, kler patterns, Tne RFC30, FF043 and RFG49 are UL Llsmd Residen- The combination of speed of operation and high dis- Sial Sprinklers to be installed in the residential portions charge pattern required for residential sprinkbers has of any occupancy in accordance with NFPA 13, 13R, & demonstrated, in fife Testing, an ability for controlling 13[]. residamiai fires, andthereby providing significant evacu- The RFC3Q, RFC43 and RFC49 can reduce the need scion time for occupants. for precise cutfing of drop nipples, The threaded saver The RFC30, RF043 and RFC49 Sprirdders provide the plate assembly can be adjusted without tools to lit ac- Wstform of fire protection oy comt3lning an attractive ap- curately against tine ceiling. The fire protection system pearanoe and -W (13mm) of cover adjustment for ease need not be shut awn to adjust or remm the cover of installation. The small diameter cover plate is easily plate assembly. The Reliable Automatic Sprinkler Co,, Inc., 103 Fairview Park Drive, Elmsiord, New York 10523 Model Thread Nominal Sprinkler CCP Assembly Max. Ambient Max. Coverage Max. (SIN) Size Orifice Temp Ratio 9 Tem Rating p• 9 Temp. Factor Pressure spaleirlg Ft (m) Inch (mm) Inch (mm)psiaF Ft (m) (tsar) GPM (Umin) PSI (liar) (m) I 12. x 12.(3 ,6 x 3.61 1'' x 12 (3,6 x 316) 12 I,u,"o) 9 (34,1) 9-00,62) smooth Ceilhigs r2 to 1(13 10 Searred Ceilings per NFPA 13D, 13R or dO °F °O DF °G 883 14 x 1A (4., i x �1,3j RFC 30 1C (.37,aj 11.7 (0,76) 13 lnslalled in beams Y2 to 1 (13 to 25.4) 13 (49) 9,1 (0,63) Beamed (dings per NFPA 13D, 1;iri or in bearns'!2 to 141:: to 254] 43 i^stalled . Concealed 8 (2,4) I 13 (49) 7,0 (0,43) (RA0611 (1 - 21raa (8,2] 18N 74 135 57 1011 38 3.0 (4:d.2] 175 [12; RFC 43 23-8(1,64) 13 (40 2[7)(20(5,1 x6,1) 2i1(G,11 2(](75,73) 16.7(1,14) 42 1,0181 520[8,17 1914% 8.80,71 712 y1*w legs then 19-121537 (RI A06 12) (15i 'A (10) '185 74 136 57 1Gi7 L38 4.302) 17 (12} RFC 49 (c) SM 5.8 TY3194 XM faly to s 40 042y 35 (1321 3gA (2,T7 7:12 �iS) to lass elan 10:12 OW (r) SOS 3-8 M185 ),30 [9,1)m s ae 02,27 95 {132j (f t361E$3 11 1"t.2 12:12 (1001 int„ 01] 165 74 135 57 1r)0 38 4.0 (70.51 115 (12) Noto 1 bar= 100 I4pa RFG 30 �Cel l ng typrys refer to IJFPA 13, i 3R or 131) 'F'C 43 cESpr ordinary Temp. Rating ers ere terez aprners to Description Max. Coverage°a Max. Coverage I Max. Spacing p g (165°F174°C) Ta of Deflector p Installation Mlnlmum area Ft x Ft (m x Irl) k Ft (m) to Celiing Inch (mm) Type spaleirlg Ft (m) Flog Pressure Ft (m) l GPM (Umin) PSI (liar) (m) I 12. x 12.(3 ,6 x 3.61 1'' x 12 (3,6 x 316) 12 I,u,"o) 9 (34,1) 9-00,62) smooth Ceilhigs r2 to 1(13 10 Searred Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 14 (4'U) 1:1(49) 9.1 (6.6.1) 883 14 x 1A (4., i x �1,3j ; 14 (4,3) 1C (.37,aj 11.7 (0,76) 13 lnslalled in beams Y2 to 1 (13 to 25.4) 13 (49) 9,1 (0,63) �Cel l ng typrys refer to IJFPA 13, i 3R or 131) 'F'C 43 .�I r,eillrlg types refer to NFPA 13, 13R tt 130 RFC 49 cESpr Ordinary Temp, Rating ers ere terez aprners to Description Max. Coverage°a Max. Spacing ( 165F�4G ) Top of Doti ector Minimum Installation area Ft (m) to ceiling Sooting Type Flow Pressure Ft x Ft (m x m) Ty]a1aFt spacing Inch (mm) Ft (m) 9pRnklen, whereas the Model AP is a Incl, (mint) GPM (Umin) i PSI (tsar) (m) I 12. x 12.(3 ,6 x 3.61 12(3,6) l2 (4,5) 7 8 (0,54) Simoth Ceilings 1.2 to 1(113 to 25.4; 12 x 12 ;3, x 3,G) n I.1x 14(,4.3x4.,3) 14 (4'U) 1:1(49) 9.1 (6.6.1) 883 14 x 14 (4,3 x 4:3) 14(4,3) 13 (49) 13 x 16 (4,:J x 4,9) 16(4,9) 13 (49) 9,1 (0,63) Beamed (dings per NFPA 13D, 1;iri or in bearns'!2 to 141:: to 254] 43 i^stalled . Concealed 8 (2,4) I 13 (49) 7,0 (0,43) Sa;med CG{li:;gs per iVFPH 130, 13R cr 13 Installed in beams y2 to 1 (13 W 2:x.4] Cnncoaled 18 x 18 45,5 x 5,5) 1 t, (5,5} 18(68)__ 17-60,21) D0SO(&ca 2sc 16x'f8(5,5x5,5} id(5,5} ff : rj x 20 M.1 x 6.1) 20 (E,1) 21 (7'aj 23-8(1,64) .�I r,eillrlg types refer to NFPA 13, 13R tt 130 RFC 49 Far Ceiling ty?es l'Afer to NFPA 13, 13R or 13D tq;: o Ylfertdwid! Rre Pr1Dt'aerc€;an Cant me www.tyco-Tire eon, Pioducts I it Modefs My SDI HIP, and AP 103Peci1C Apoicatlioni SPdinkhrs For ProteG irt'irg Al~ General cESpr Ordinary Temp, Rating ers ere terez aprners to Description • L sted for ®ctandad c r aW n com- Max. Coverage Max S aoJn p 9 ( 1f5°FR$°C Top of Deflector Instaila#ton Minimum area (m) — — - -- Fl(xnr ressure to Ceiling Ty]a1aFt spacing Ft x Ft (m x ria) • L%%d fDr Wwft roaF s;Dpes [Rorer 9pRnklen, whereas the Model AP is a Incl, (mint) evwperiorntedforalapedattic spmoea. (m) UL Listed wRh their apecHi : Spray Sprnklem a system in a fool GPM Llminpf� PSI bar (18,3 n,y wide attic, with up So a 12:12 She pipe. Wings. hengws. and now- fq 12 x 12 ;3, x 3,G) 1? (3,6) 13 (40) 7.0 '0,4-8) 5mcloth Cellings'�Z IG 1 r13 tc 25-�; The fuslbls Ilnk asaenibly 1s wmpfraed 883 14 x 14 (4,3 x 4:3) 14(4,3) 13 (49) 7 4 (0.48) a thin layer of adder. When the rated tem nave Is rwhad, the acuter 1301 K . 4.2 GPN11pa111r 80,5 LPMPoar'�t K = 5.6 GPMZp 1R LPMWba0 metts oral the two link halves se 16 x 15 (4,9 x 4:9+) 16 (4,9) 13 (49) 7,0 (0,43) Sa;med CG{li:;gs per iVFPH 130, 13R cr 13 Installed in beams y2 to 1 (13 W 2:x.4] Cnncoaled 8(2,4) i asmejYe: (d 883 D0SO(&ca 2sc 16x'f8(5,5x5,5} id(5,5} 17(871,3] 120(0,63) Eat -21TRIO 0 for sa QC5.4 sD 13 (40 2[7)(20(5,1 x6,1) 2i1(G,11 2(](75,73) 16.7(1,14) Far Ceiling ty?es l'Afer to NFPA 13, 13R or 13D tq;: o Ylfertdwid! Rre Pr1Dt'aerc€;an Cant me www.tyco-Tire eon, Pioducts I it Modefs My SDI HIP, and AP 103Peci1C Apoicatlioni SPdinkhrs For ProteG irt'irg Al~ General cESpr Mpde1 89, SD, end HIP in attic epee ers ere terez aprners to Description • L sted for ®ctandad c r aW n com- The 7YG0 Mods) BB puk to Bw4 buallble ❑oner ruction. 9d {Single DirvctlDnaA HIP, end AP YU - FUff-ecalg Rte tested h both wet and 1icPsue}'$PeCRc+4pPrestlanSprinklbrs dry system sonnalm. For Frotecting ASZ aro fee epril:deP3 • FUN -scale tested, W Use in wood ferecrnbaati an rlun-cembuatihre tn1seder111711L,�0n. aft spacce. nmMpticade a�I crModal HIP Wrlldere, one line cr ei- P are Speeft MAttic • L%%d fDr Wwft roaF s;Dpes [Rorer 9pRnklen, whereas the Model AP is a to Table A). evwperiorntedforalapedattic spmoea. The SoeciRc Acpllcattkxl Aft Sorin F�'�F" •"v4' ,an•n! - appl[catiencriteria for hs use h the leers prowde um oaat Inset or protec- Mpde1 89, SD, end HIP in attic epee mon and COrmoi Coat b eliminating tilt need for addtlurlal aprinider4 and zz• Sp�ft ApPNm�DraAttE 3pr4rkwa branctdine piping. In many cases, an provide superior fee praoectien In attic anlc can be aratiallty prdected with specs and when compered to Starr just one one of piping Totaled below der Srxay Sprinlrlers, cost savings are the peak of the roof using mom as whlevea byaliminating bri"Ine me- 4Back ffl Bscki Spr1rMara. ff there la e tadata and the aseeclatad Installation need far Model 80 lS M[e Direclkanso labor. 'The Specific Application Spdn- crModal HIP Wrlldere, one line cr ei- Iders For Protecting Attica' have un- #w of themap*lldar typrea Is auf wit dwgarle the areal wr4nsive fire testing at each area being covered. For elaam- evwperiorntedforalapedattic spmoea. plea:ndRsaumn0sheuaeof3iarxtartl UL Listed wRh their apecHi : Spray Sprnklem a system in a fool �are I atlan guidelines for use as (18,3 n,y wide attic, with up So a 12:12 aprnWd nsdalined !y the NFPA. rued pitch, dedtgned to the 2007 edi- Operation P Trac Specific Appll atf0n AM Sorin- Wars provide en exoer7ded cou�erage tionofMtFPA13,wavddregdiresew bM tD cans tl19 men portion of tilaahic sad several additional brandh- •lid 4 .. - Spacing alk wr'6tk* to the redricled {haa to never the hip ams. With the leg I1Lx•8,9 & 4.�, RIP {K=6.Bj epadnpnFStentldrdSpraySp*"_ Specift Anpl[cedtiun Attic Sprinklers, & AP (5.B & 4,2) The resinled wwnr Of Standard Spray Sprinlders used wlthh'.. attics is thelequrred car erage can be ubtained wlnf Just me hranCHste nlroning betow The galas buip contains a fluid that ex - described In the 2007 edilim of NFPA 13, Table 8.8.2.2.1fe1 seawn the peak and one down etrCh elope of - and SAAAA. the hip beam. Tfds would rerun In ap- �u nl0tery 8044 lei pipe needed for rated tampermure is reached. the Hum expands surficlently to ahanar the qLass will prwidaa Mmulk: adventMil ser [nstallattun. Thin reduc, In the nurn- bulb, allowing the nkier activate Spdm Standard Spray Sprinklers for the pro- tler of brarloIra$ eaves the aoet d1 and water tD flow. tudlon of atk areas outeldethe scope She pipe. Wings. hengws. and now- fq cir labor by eliminating up to fore t1r mIlilmm. Mother important aspect of the Spa- M&DORTANT cRlc ApptlCetIM Atdc nklartadatol- Ahvmya reeler to TWtN1 UW flats aaggyy t e reduedon 1n system vpIUrlle- Shoat TiFPIW for the "INSTALLER This miume reduction may resrdt F re- WAR1J11VC" iMv prvvtd�s yrs ail anthe fir) and drypipe ly atllaw for With re9pact n h®•adrn>S andmxrtsH qulckar water deli1vve�rryy times, elirrLlrag tadpn alaprrrluars)amaraa andcorr} the need far ar accelerator. panertla. Improper harx9N arW In- ateaartpfa c n pa manenvy deaws, rx is e d cam toe spm r to ops"no in d ere mhrattoa w cause R tb openers prsnutia�efjc �P Ira' 2' paanrry poo mm-]- nZ7.6 rrvn; (s,,e rmg FLOW t� s a RIA' _ 2 04)9 -T 7 - AD = rtaLrat _ rnNWWAL*U 12 tier MA,, N WREr9CH fM CROW Furs ARA aeumw oulwAr" HOURS E MODEL MP WrM &a iC-FACTriR SMGW)CAFPLIGATl NA7TICSPRINKLERS 1 • Fiaala e - t7nnpfea�l°n 2 - Samlrq screw At4alwrr a Dacha. 9•e,'_R 7 -FI 4.&b SPA -9 111a „u—`I e� a VANKLER FRAME Al" AS14 4 � ror,a rma 7 u 2 15 ATS aR• wvr Pne•{11.1 mire GROMI rconarrfar_ rwa�-w sacrl0tr rtFwuaD.t FIGURE F MODEL dA WITH 4.2 or 5.6 )-FACTOR SPEVnC APPLICA-1701Y COMBUSTIBLE COMCEALED SPACE SPMAWLERS AP SPralldpr (Attic Akre) i@Ciarl�ical� Operation P Insteuetf is the uprr1ggM Orientation with PITCH n19E 0aer rp.1 {S6) ' DRY PIPE MAXIMUM WATMr tw"WE Y TIME, BeCCnda their deflector p m d to the roof, bre s_ D>Ste leg I1Lx•8,9 & 4.�, RIP {K=6.Bj Model AP Sprinklers (Figure F) are In 4:12 Brite lobe than 7.12 (Tally & AP (5.B & 4,2) tended to ba used tc provide protecGcn Approvals The galas buip contains a fluid that ex - 0f alt c arses outside the sdOpe c! ds- pkCatian to the Be. SR or HIP Sprin- UL & C -UL Listed. [rhe rWals Cnty pends when exposed to heal. When the kiers. When used, the AP Sprlr IJ— apply tp the cervica conditions indi- catfid W the Design CltWA section on rated tampermure is reached. the Hum expands surficlently to ahanar the qLass will prwidaa Mmulk: adventMil ser Page a and the Design Guidelines sec- bulb, allowing the nkier activate Spdm Standard Spray Sprinklers for the pro- tion m Page S.) and water tD flow. tudlon of atk areas outeldethe scope 4.12 (88y to leas then 7.12 M fq of application for the BeS0, or HIP ?ipeThread Connection 819 +;r aJ E SD p(=6,6) Sprinklers. 112 Inch NPT ter K_-4.2 & 3.8 314 inch The fuslbls Ilnk asaenibly 1s wmpfraed 883 NPT far KLA or two link halves which are joined by 4W (9,2y T]H,ctxar a CosTllcie4lr g a thin layer of adder. When the rated tem nave Is rwhad, the acuter 1301 K . 4.2 GPN11pa111r 80,5 LPMPoar'�t K = 5.6 GPMZp 1R LPMWba0 metts oral the two link halves se 2mll e..4 K=a.4GPMIpsi14[715SLPMIbar121 154 WIDWIrIg The sprinkler to activate and watortofkm. 1382 Tempereprre Flating 25IbI 204 0,41 i asmejYe: (d 883 D0SO(&ca 2sc 25 (05) 20-0 (1.47 HIP, AP y� Eat -21TRIO 0 for sa QC5.4 sD 13 (40 MODEL ALiRWI(BL.ESyslirm A06FSPAN, K SIH MIMMUM FLOW, DPM {pm) WNIMUM PRESSURE PSf (1:ery , PITCH n19E 0aer rp.1 {S6) ' DRY PIPE MAXIMUM WATMr tw"WE Y TIME, BeCCnda BB1 S.0 1Y4180 560 0a,9) Se t144J 29-60m 4:12 Brite lobe than 7.12 (Tally {� eel s.0 TY01e1 sea 0a.9t as 0+14 222(1.p 7:12 Mai toIeea traan lw2 t3) (q Bey &0 TWI82 Sao [18.9] 40 [352} 23-0(17) 10:12 (8$7 tip 12:12 0 M (q Sol 5.5 Tl'3160 �40 (1$2) to vw (18,8) 38 (1441 45.0 PA 4.12 (88y to leas then 7.12 M fq 0112 lis 713131 X40(12gtoWf18A 36(144) 48.0 PA T.1z (58)to lass than 10t1214 � 883 &6 TY8192 a40 (12A to 60 (18A 9S (144[ 4W (9,2y 10:12 (83] td 92:12 {tae] dc7 1301 5.5 TY3180 :54002.* Z5 2mll e..4 4"12 pay to lass than 7:1@ T4 qct 1382 s -B TYS,S4 1:540(12.4 25IbI 204 0,41 712 5% ib le—than 10:12 (a9) (d 883 5_$ 7Y3182 540 (52.2) 25 (05) 20-0 (1.47 1012 (66tto 1212 {1041 y� Eat 4.2 7Y2180 s20 (say 13 (40 6.6p7,7y 9112 RN to saes thea, 7:12 {ear 45L) SS2 42 1,0181 520[8,17 1914% 8.80,71 712 y1*w legs then 19-121537 45{d) 903 4.2 7Y2182 s20 [6.7y 13 (oat 9.6 X,71 10:1203)t01212000) 4") S D7 7 t s4 2 5A TY3 83 X90 {9,) tv 6 (1 ,M 93 M 9e-0 [2,7j 4:12 tel-urnn7:1P p9y a M (c) SM 5.8 TY3194 XM faly to s 40 042y 35 (1321 3gA (2,T7 7:12 �iS) to lass elan 10:12 OW (r) SOS 3-8 M185 ),30 [9,1)m s ae 02,27 95 {132j 39A (2,7) 11 1"t.2 12:12 (1001 [a1 SD1 5.8 Walm a10F3.0) to s a* (0.1) 25 (a,) sap (1.4) 4:12 OQ to lea then 7•.12 p [q 5r12 se T'r3194 X101310) m s90 (e,1) 25 (M 20.0 nA 712 R3at av neer area 101a fest (e) 503 'xis TM05 X10 {ao1 to sea Leat 25 {a5t 20L0 0-A 1012183)t.1212 (1001 fel Stn&9 TYM63 00 p,O) 1B f72] 11.6 [O,ag d:12 {9gt to lexs then 7;12 (Soy (c) 8D2 5.6 TY3184 s 10 g,0) 19M 11.5 [0,37 7:122 (557 9P Iaa than 1112 (d4 W SDS &a TYW35 s100.0) 1e (72) 11.6 [O,aQ 10:12 iaa) to 1212 (1 DOj (c) HIP 6.6 T0167 r2a (&1)tc s 26(8.51 {129) 36.9 14,12 MtD 12:12 (100) [Q HIP d s TY31a7 szo (8.1) 25" xw rf.a1 I 412 gl,4 to 12-12 [1001 [c] AP '4P SA iY8190 10 (a,l) x 12 P M 4.2 TY2190 -See rwte (d Lllnlmunn 7 pal (0.48 bo Mini- Munn 0.10 gpnJ aq. ft. (a,1 mrlMAM) DesJgrt ben�ty I &12 W bD 12'12 (100) ea o 3:12 f2s7 to 12:12 [-toll] 80 (dl NOTES: (s) The 98 aid 80 roof span Ix rr-.a-uretl rKxtivrdally (nen sloop the stopey as ar15'en In Figure 1 and 2. (h) The HIP reef -pen is measured hcdxorttalty as dwwn b Freura 12. fc) Haler to 200"! eddden Df NFPA '.S. Section 7,2.9. {rq L�xlmum wetee tlellasy time for afI slats of ayalalns. fe) The AP realspan Is meraswed slen0 the alope. Max9num 10 feet (3,1 m] perprtdimialdslspa by max mum 12 feel 0.6 n1) pa:eliel tD alapa HYDRAULIC SYSTEM This Building is Protected by a Hydraulically Designed Automatic Sprinkler System. Date Installed 9115115 Location CALC AREA 2 Number of Sprinklers 2 Basis of Design 1. DENSITY .05 gpmisq.ft. 2. DESIGNED AREA OF DISCHARGE 512 sq.ft. System Demand 1. WATER FLOW RATE 31,03 gpm 2, RESIDUAL PRESSURE AT THE BASE OF THE RISER 33.78 psi Installed By Fire Sprinkler Systems, Inc. HYDRA UL IC NAMEPLATE N.T.S. 13DICRC 313.3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE REQUIREMENTS OF RIVERSIDE COUNTY FIRE DEPARTMENT. 2, THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3- THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZEMASTER U.L. LISTED. 6, ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION, 7, PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U -L. LiSTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL), 8- THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING (SEE TECH. DATA). 12. UPRIGHT INTERMEDIATE TEMP. RESIDENTIAL SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 124 SQ.FT. SPACING (SEE TECH. DATA). 13- PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE. TECH. DATA). 14. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 15. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.6. 16. SPARE SPRINKLERS SHALL NOT BE REQUIRED TO BE PROVIDED IN ACCORDANCE WITH 5.1.1.1 PRESSURE REGULATOR *FOR REFERENCE ONLY TO BE SET AT 60 PSI TO DOMESTIC WATER CONTROL VALVE FOR DOMESTIC 5 GPM ALLOWANCE I (l3URj 2r ELEV. FINISH GRADE 1" COPPER L UG1 � -2' ELEV. 0' ELEV. 11/2' PVC 70' MAX 1" METER 3 PSI LOSS 1" COPPER K METER F 9 30 MAX MT -2' ELEV. UNDERGROUND DETAIL N.T.S. (FOR REFERENCE ONLY) 54TH AVENUE MW PS PPIWECT SITE—, LU 5 TN A EN LU AIRPORT 1XV0. � IIICINITYMAP N.T.S. MONTERRA TRACT TO FOLLOW PLAN 1 LOT ADDRESS 37 55-080 AUTUMN VALLEY COURT LA QUINTA, CA. AHJ: RIVERSIDE COUNTY FIREDEPARTMENT LEGAL DESCRIPTION OCCUPANCY: R3lU CONSTRUCTION: V -B STORIES; 1 BUILDING AREA: 3,833 SQ. FT. FIRE SPRINKLER SYSTEM: DES€GNED AND INSTALLED PER 2013 NFPA 13D ALL RESIDENTIAL WITH A.05 DE=NSITY WITHIN AREAS. BUILDING SUMMARY APPROVAL STAMP r -2' ELEV. CPVC TO SYSTEM SPARE SPRINKLERS SHALL NOT BE REQUIRED TO PROVIDED PER 5.1.1.1 112" MAIN DI DRAIN TO RUBBER FACED I CONCEALED RES_ PENDENT SPRINKLER 0 UPRIGHT QUICK RESPONSE SPRINKLER CONCI=ALED RES. PENDENT SPRINKLER �} CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) XX NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL L EGENaD I3Y, R ►J LICENSE NO. 684600 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL i DESIGN, ENGINEERING AND INSTALLATION ■ 705 E. HARRISON ST., SUITE 200 CORONA, CA 92879 PH - 800-915-3473 FAX - 951-272-2535 s The recipient of se ns hereby acknowledgthees thatplaall plans, details, specifications or methods of installation contained in this set of plans is the sole property of Fire Sprinkler Systems, Inc. and that any use of this set of clans is prohibited and is a violation of copyright laws without first receivina nermisslon from Fire Riverside County Fire of Office of the Fire Marshal SEP 16 2015 C] Re 'ved 8 wz LU E` ~ ;ZOD I= Q J C3 QL APPROVAL 1pWFIRE DEPARTMENT ti3 lJ r DATE: CASE THE nit DE APPROVAL FOR PLANS IS VALID FOR ONE YEAR -SUBJECT TO COMPLIANCE WrrH APPLICA13LE CODES GAUGE VALVED ERIOR 'K VALVE f PSI LOSS 5.1 11' ELEV v� ALL WORK FOR FIRE SPRINKLER SYSTEMS, INC. TO BEGIN AT B,D.R, RISER DETAIL N.T.S. 1"CPVC RISER 14-112" x 30" ACCESS DOOR STATIC 88.24 -10% = 79.41 PSI RESIDUAL 86.33 -10% = 77.69 PSI FLOW 2500 GPM WftTEt4 FLOW INFORMATION Z W W J M U) W 0 W Z W JOB NO: 31335 DATE: 9115/15 DRAWN BY: EC �CAION C C.LASTFICATION �0-1 C-16 0 * LICENSE NO. 684640 �grfi OF CAL1�D��` SIZE - 24'X 36" SCALE N.T.S. IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 1 GENERAL NOTES SHEET FA1 OF FP3 of CD C] LL wz LU E` ~ ;ZOD I= Q J C3 ti3 Q � Q CCC 0 Lib Lc� JOB NO: 31335 DATE: 9115/15 DRAWN BY: EC �CAION C C.LASTFICATION �0-1 C-16 0 * LICENSE NO. 684640 �grfi OF CAL1�D��` SIZE - 24'X 36" SCALE N.T.S. IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 1 GENERAL NOTES SHEET FA1 OF FP3 r N CALC AREA 2 _..::...: - — �.._....-._.. 1 I , I COVERED PATIO 10'-0" CLG ------------------------ .— — 1 -HR. AND 2 -HR. GYPSUM WALL ASSEMBLY 1 OR 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR SINGLE PLASTIC PIPE THROUGH GYPSUM WALLS USING BLAZEMASTER CAULK & WALK F RATING = f -HR. AND 2 -HR. T RATING =1 -HR. AND 2 -HR. DRAWING NOT TO SCALE 1, PRE -RATED GYPSUM WALLBOARDISTUD WALL ASSEMBLY A] THE F RATING =1 HOUR IF THERE IS ONE LAYER OF GYPSUM WALLBOARD. B THE F RATING =2 HOUR IF THERE ARE TWO LAYERS OF GYPSUM WALLBOARD. 2. PLASTIC PIPE - Al NOM. 2" DIAM. (OR SMALLER) SCH, 40 PVC PIPE B1 NOM. 2" DIAAf. SMALLER CPVC PIPE, THE ANNULAR S ACE RANGE SHALL BE ,MIN. 114' TO MAX 1.WT. NOTE: FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. BLAZEMASTER CAULK & WALK - MIN,11F" THICKNESS OF SEALANT APPLIED WITHIN OPENING. ADDITIONAL SEALANT TO BE INSTALLED SUCH THAT A MIN, 114" CROWN IS FORMED AROUND THE PENETRATING ITEM. NOTE: THE F & T RATINGS OF THE SYSTEM IS EQUAL TO THE FIRE RATING OF THE WALL ASSEMBLY. ULICUL SYSTEM NO. WL2151 PORCH 12'-U" CLG January 200 Garage Installation Specificalians shall only apply for the installation of t!L Listed 6lazeMasterl� CPVC pipe and fitYngs in garages requiring sprinkler protection per NFPA 13D and NFPA 13R, These Standards are defined in NFPA caries entitled 'One and Two Family Dwellings and Mobile Hames' and In 'Residential Occupancies up to Four Stories in Height% As referenced in NFPA 130 Section 8.6.4, `Sprinklers are not required in garages, open attached porches, carports or similar structures -'The installation of TFP BlazeMasterCC sprinkler pipe and fftlfogs forase in garages requiring sprinkler protection per NFPA 13B is only applicable to the UL Listing of this product - Requirements fiat Pipe, Fittings, Solvent Cement Systems, System design, Installation, Freeze Protection, and Penetrating Fire Related Walls and Partitions are covered in this installation and technical handbook. Please read These sections of the manual carefully prior to designing or installing TFP SlazeMastar pipe and fittings tar garage installations. The lostallatton of TFP Slazellitastet pipe and fittings In garages requiring sprinklers Is only UL Listed and is not C -UL listed. • Installation Requirements Protection: TFP ElazaMaster CPVC pipe and tittings shall he installed concealed behind protection consisting o1 a minimum a1 one layer of'h' thick gypsum wallboard or 1/2' thick plywood. Sprinkler Requirements: UL Listed, 4ulck response, standard coverage, pennant or sidewall sprinklers with a 225°F (t D7°C) maximum temperature raring shall be utilized. All sprinklers shall be installed per the manufacturer's published installation instructions. Installation Standa(d: The Listing for Cparage Instailations shall pertain to those occupancies defined by NFPA 13R. Wwm Risars In accordance with the UL Listing, TFP BlazeMaster CPVC pipe and fittings may be used as system risers in accordance with NFPA 13,13D and 13R when subject to thefollowing additional limitations; 1. When Installed protected (concealed] in accordance with NFPA 1313 and 13R, the minimum protection shall consist of either one layer of °Js (9.5 mm) thick gypsum wallboard or 1/2'(12.7 mm) thick ptywood. 2. When installed without protection (exposed) In accordance with NFPA 13,13D and 13R, the to11owl ng limitations shall apply: The riser shall be lnstailed below a smooth, fiat, horizontal telling construction_ A Listed residential pendent sprinkler is to be installed with its deflector at the distance from the ceiling specified in the sprinkler Listing. OR The riser shall be installed below a horizontal unlin.ished basement ceiling (in accordance wilh NFPA 13D) constructed uliiiting nominal 2' x 10' or nominal 2'x 12` exposed solid wood joists on 16' centers. A Listed residential pendent sprinkler is to be installed with its deflector a maximum of 1114' below the bottom of the solid wood joist in anticipation of future installation of a finished ceiling. When installing TFP SlazeMasler CPVCpipe and fittings in conjunction wif4 2' x 12' solid woad jeisls, the maximum system working pressure under flowing conditions shall nol exceed 140 psi and the maximum system working pressure under static (nonflowirrgj conditions shall nal exceed 175 psi. The Listed residential pendent sprinkler is to have 155°F (68°C) maximum temperature rating and is to 4e installed at a maximum horizontal distance of 12 inches From the center line of i iB nstr. ITru'systern Is .n lie UtSrgrrsrr uaseo'ltpon the Listed flows for the sprinkler selected except that the flow for a single sprinkler or multiple sprinklers shall not be less than 11 gpm per sprinkler. Table R • One Point of Restraint F MAX. i3r18-Pwr1f Vertical F7estrafrlt' % RFSTRAIN'i RESTRAINT ONE -POINT 0-NE-POINT MAX. Nomirrf�I `R11`R11ij[]Sy vitt Pipe Size Lass than Greater than ANSI inches 100 psi inti psi DN (6,19 bar) (6,9 bar) 314 O'-9" O'-6" L31`I20 ([3,23 raj (0,15 m) I]P�125 (13,34 m) ([i,23 rr)} 1-1/4 1'-q" 11-01D32 ❑N32 (0,41 m) (0,30 tri) 1-112 - 3 7'-01, r,-O,I EJN4O - ❑N80 (0,51 rTa) (0,30 rrr) c S • Two Points of Restraint R-1 .... Z I+fnmi>3ai Pipe S Two -Point ANY C7ISTJ4�iCE: �----�-� ifertrcaJ Restraint 7, FlES7FiR€NT TWO-POINT rrSn vitt Size Less than Greater than ANSI frtc#tes 10U psi 140 psi DN (6,9 bar) 16"9 fir] 3l4 4'-0" 3'-0" DN20 (1,22 rt1} {0,91 rrt} 171V25 (1,52 r'.'I) (1,22 tri) 1-#f4 S' -O" 5'-O" ❑N32 �i,83 m] (1,52 m) 1-112 - 3 7'-01, r,-O,I DN40 - 13N80 {2.13 rrt} (2,13 m). SIZE -314" that 2" pipe � MATERIAL -Carbon Steer FINISH - Mit Ga7vani=ed UL Listed: FJe 4231, EX 2551 PATENT- No. 6,&i8,276. FUNCTION - To support horizorlta! piping -CPVC, Copper or Steel A listed hanger in all 3 mounting position, i.e. side o4 verticml surface send path 9opside and underside of horixunlal surface A listed refrainer providing VeniCat and later restraint in all :he above mourning positldns. To prevent upward movement of pipe that supplies a pendent sprinkler pakry the casing. To Sabilize vesical piping by providing Ilon2ontal resh-alnt. INSTALLATION -Rei NFRR ,]d. Space b?` pipe type. Install on wood_ Wncrele or st991, Snap over pipe, then squeeze strap pace aklowing pipe to slide Tree). Nmen # 905 threads aro exposed in vrnod, inaall S90B hacking nut. FASTENERS- NY00a' UL Llsletl per NFPA 13 CPVC pipe - #905 screw - no pre•ddlr Copper pipe - 0905 screw - na pre4r1ll Stec! pipe - 714"x1 312" lag $ ciew- no pro-drill nesys�, " Thru 518" 9YPsum Ovoid - 1i -0h3' fag screw 'STEEL' UL Listed per NFPA 13 • mm ,& GA CPVC pipe - ,la-ar s,n Tek Screw C I Copper pipe - 7l4" Dr -,C1 a Ye" SM. Steel pipe - 114" or #14 Tek Screw 'CONCRETE' Required minimum iced each fastener The highof of T70 J6s ar 5hHJ+25016s 2 FEATURES. ' t ,r2' ORsel -pipe wall to mounting surface ' 31A" and 1- pipe sire made with common censer -line 'fag design produces superior strength 'Offset edge eliminates abrasion `AEGON #908 screw fisted for wove has S76' hex head - Inauded ORDERING •Pail#and pipe size Nominal Pipe Size (in.) 3;" 1" 1'/a" 1'/x" 2" 2'h" 3" 3'h" 4' 5" 6" f3" Steel pipe except threaded NIA 12'-0" 12'-0" 15-0" 15'-0" 16-0" 15'-0" 15'-D" 15'-D" 15'4D" 16-0" 16a0" ligfltwall Threaded lightwall steel pipe NIA 12'-0" 12'-0" 12'-0" 12'-D" 12'-0" 12'-0" NIA NJA WA NIA WA Capper tube 8'-0" 8'-0" 14'J0" 10'-D" 12'-0" 12'-0" 12'-D" 15'-D" 15'•0" 15'-4" 15-0" 15'•4" CPVC 6-6" fi'-0" 6-6" 7'-D" b' -D" 9'-0' 1D' -D" NIA NIA NIA NIA N/A Polybutylene (IPS) NIA 3'-9" 4'-T' 5'-0' 5'-11" NIA N/A NIA NIA NIA NIA NIA Polybutylene {CTS} 2'-11" 3'4" 3'-11" 4'-5" 5'-5" NIA NIA WA NIA WA N/A NIA Ductile iron pipe NIA NIA NIA NIA NIA 15'-0" NIA NIA 15'-0" NIA 15-D" 15'-0 514 STEEL - COPPER - C. P. V. C. HANGER NOT o J m � p PROTEGTIpN CEIUNG PROrBCIION CPr10.N A OPMH 8 " TO SCALE B S I A � l -�- 4- SIZE & PIPE TYPE - 314" THRU 3" C.P.V. C. PIPE LISTINGS - UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 131) INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEY SPACE BY PIPE TYPE FASTENERS - in WOOD: 314" - 3" CPVC PIPE - #905 SCREW - NO PRE-I)PILL in STEEL: 3J4" - 3" CPVC PIPE - 114" OR #14 TEK SCREVV Nominal Pipe Size (irt.) 1" 1i." 1W" 2" 2'/," 3" 3'/:" 4" 5" 6" 8" Steel pipe except threaded NIA 12'-0" 12'-0" 15'-0" 16-0' 15'-D" 15'-0' 15'4' 15'-0° 15'-0" 15'-0" 157-W lightwall Threaded lightwatl steel NJA 12'-0" 72'-0" 12'-0" 12'-D" 12'-D" 12'-7 NIA NIA WA WA NIA pipe Capper tube 8'-0" 8'-0" 10'-0' 10'-0"' 12'-0" 12'-{l' 12'-D" 15'-D" 15'-0' 15-1)" 15'-D" 15-0" CPVC 5'-0" 6-0' 6'-6" 7'-fi" 8'-0" 9-0" tD'-D" MIA NIA NIA NIA NIA Polybutylene (IPS) NIA 3'-0' 4'-7" 5-0" 5`-11" NIA N/A N/A NIA NJA NIA NA Polybutylene {CTS} 2'-11" 3'4" 3'-71" 5'-5" NIA WA NIA NIA NIA WA NIA Ductile iron pipe NIA WA fV1A NIA NIA 15'-0" NJA NIA 15'-10° NIA 15'•0" 15'-0 570 STEEL -COPPER - C.P.V.C. HANGER NOT o J m � p PROTEGTIpN CEIUNG PROrBCIION CPr10.N A OPMH 8 ' TO SCALEAP APSPFUG --- �•O`MN[�aPR�NW-FR �SPRNI9.EP 9' MIN- 1lY-0' MAx. BPRIO FlPITRE 1r 7R Jp187 {lsz•..n,r.l faA m] e'MW. EXPOSED CPVC dpl3T [756,1 rraN WITH AP SPRINKLERS AJao aFZ0.1VCiiLINE OVER JOISTS 7p• wp 12• MIN. �f l2' MIN. i2' MI?V. � Imo{ 6R,8 mita �t]4,B mrlg �{30-0•a mmi i9tla,8 iron; NON-ppMausn NONacroAeu tF W5l1lAT1ON FOR FIRE CFJUNCi INSULA1loN FOR FIRE PRCiEGlIOfJ OF CPVC PROTECTpN OF CPVC CEILING PE'E, NOT FiifF2E PIPE, NOT FFiEF.YE PROTECTION PRprECrFptJ CPTIOlJ A ppr7pN 8 s� AP ,M9" sP1INli11 31 SPPoNKLEF[ l lt'-0' MNL AP SPRtG (aA m} BPRIR FIGURE !78 exraosEb cpvc WITH AASPRlNICLE'n5 AND ,toter ,lGlsr aRanlcr+unrE wrrrrnv Jorsrs a• MIN. NON- aW$rIR6E R' M,N. NpN•G eV5ligLE n52,4 mm1 IN9[1LATON FOR FIRE (152.4"/ IN$[It/TICtli FOR FERE PR6,ECitgN OF CPVC PROTEL'nON OF CPVC PIPE NOT FAEE"� P95E, Noy FR$Zg VELMI, UPRIGHT HEAD TO F.A.U. DETAIL N.T.S. o J m � p PROTEGTIpN CEIUNG PROrBCIION CPr10.N A OPMH 8 L.y FLOOR AREA - 3,180 SQ. FT. GARAGE AREA- 653 SCS, FT. DESIGN AND INSTALLATION SHALL CONFORM TO NFPA 13D, 2013 ED. NOTES: 1. ALL HEAD SPACING TO BE 16'x36`, UNLESS OTHERWISE NDTED, 2, ALL PIPES TO BE'/." CPVC, UNLESS OTHERWISE NOTED. 3, PIPE CLEARANCES MUST 6E IN ACCORDANCE WITH NFPA 13-9.3.4, 4, HANGERS SHOWN FOR REFERENCE PURPOSES ONLY, HANGER SPACING TO BE PER TABLES ON THIS SHEET. 5. UPRIGHT PROTECTION TO BE PROVIDED AT ANY FAU WITHIN THE ATTIC. F215ER PIPS AND FITTINGS TO BE a/a" CPVC WHICH WILL 8E INSULATED ALL ARC) UND. 5. ALL PIP€NG INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH MIN. 6" INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPING TO TEMPERATURES IN EXCESS OF THE PIPES RATED TEMPERATURE (2013 NFPA 13D 7.7), 7. SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55sgft. AND LESS. (SECTION 8.6.2) 8. SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING REQUIREMENTS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24sgft. (t) THE LEAST DIMENSION DOES NO EXCEED aft. (3) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS A5 DEFINED IN NFPA 220. 9. 8.2.5.3,2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 10. 8.2.5.7 SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREA DO NOT EXCEED 15sgft ( 1.4 sqm) PER SPRINKLER. z Q cra w E FIRESPRINLUFn LICENSE NO. 684604 • CUSTOM, TRACT, MULTIFAMILY AND COMMERCIAL ■ DESIGN, ENGINEERING AND INSTALLATION 705 E. HARRISON Sr., sulrE 200 CORONA, CA 92$79 PH - 840-915.3473 FAX -9S1-272-2535 • The recipient of these glans hereby acknowledges that all plans, details, specifications or methods Of installation contained in this set of plansis the sole property of Fire Sprinkler Systems, Inc, and that any use of this set of tans is prohibited and is a vio�ation of copyright Paws without first receiving permission from Fire r C� w LU s vy z +J x to z a eo cn o cr] � C'4 i�LJ w ^S 2 it un GS7 r N O U v � 6i eb cV Y 0 u� w � wa'� _ M U-wwop-� O wrJ��d� � IrQ�� U LU w � m m Q � a LU C] � i3i LU E5 Cn L�LI �� W k t:a � �o:Z= co M C? U') o J m � p C] � i3i LU E5 Cn L�LI �� W k t:a � �o:Z= co M C? U') o J m � p +sa JOB NO: 31335 DATE: 9115115 DRAWN BY: EC CLAS5IF ZION LL � � y 6Iv�l7.�.ir+lrv. 1 O', s12E - 24' x 36" SCALE IF SHEET IS LESS THAN 24'X WIT 15 A REDUCED pR1NT SCALE REDUCE ACCORDINGLY SHEET ID PLAN 1 FIRE SPRINKLER PLAN SHEET FP2 OF FP3 z 0 �n W r ------------ d Q - »,......- , a:� � i +� h �4• } �' �' a "�`� S� x �, ; r• �i' F, 8° . � 33`� _ .,.ti ..,�._� �_`�-.'�:'-¢€ - - �`t � �-'� - ••s.a: . � •__• rx�s �..vi �-r' f .cr� •r ..... �k - exK' .: ::a �'h�i .- ti-.y - q:...J £xs) ,•.x ?c-�s.. u:•rf r sr $ . • � ..� � u:d •_-.? ._�.. _ ,.:.r �.. Tu.�r ,. ,... �..r .. ... .. £_. - Q..0 C... :.a �� t:�. �` �...�,.,,. .may, �_ x•::_.;4 _'. PINK W IMOV1120k � .. ' e �. .. i. : a• �i k ., �' �� q• .A .� �s'x ;,w'.,a y...,, ft'.:'c".. fiw.v�;s.. �:,,�. ..,�,a = h..v, = - a - ::�_ - .. _ - ::ey •""'a�P .i _ r•LICENSE 88464 .........CUSTOM, T ■ RAGT MULTI FA Y AND COMMERCIAL _ R nh ■ �' _fix_.n. aw ... ULMAE ,... .... - �...:.. ,...: :..::=.: _ :�v��.� -- - � DESIGN, ENGINEERING AND i i ii ..Z..c ......_.....- ._. —._ _ ,.,.,..e..--..••,,, .. .. ... .... _ .. _._._.........._��;...:; INSTALLATION 44 .. ,,._ .�.. ALLA 705 200 CORONA, CA 92879TE PH - 800015-347 FAX - 951272-2535 Tne recipient of these plans �b T - - all C d- hereby a k awl dg s that c n e e oorT) 2_ _=.a <x- .--_.----....,;===:4r:- plans, details, specifications or �` i ,may -..:. :..:::::;5:.-,'-_ ; :_� _— a� l 4� methods of installation contained in this set of pians is sole Systems, yes Inc.roperty Sprinklerf Fire and that any use of this set of plans _ V of copyright laws without first _ _.. receiving permission from Fire S rinkler 5 stems. s Liming W W ......... ...... .... ............ . ......... ... ..... " .. ...... ........ .... . . . ....... . . ...... . . . . ....... . ....... . ... . ......... . ..... ........ . . ........ . ... . ........ . ..... ..... . .... . .......... . ..... . . .... . . . ....... ...... .. . ..... . ..... .. . ..... . . ....... ...... E'Vection -•A W M . .z. LL T.O.LLI 10 LL LLJ PUTI,c.+ .. xc-- H'" r.�.f�"} x ;rs F•° �na� 7_AE, M NA...•..:, �[,:, �Fi, fr: �,.. yR .:7N ,VN �+} i" ' •k ,� •n"f ".; 5-•_ ,�, f• iX X "�. ,r...3. ,-r 'r'. •�.;a- x hr,-., e'-L ' T"� __ _._.. � . tee.. ..�...� . � , , .,,.�....................... - 'r W r' q� p p i.�e P41fie �.. €. - •cr-� ••-max- - �4�'....:�:.,� n .�,,:.::..!`:. J - a" v 7 e - - 1. •" �,:, - , FntrV Pn LU CL th 13 Eat 4 LU _oy I_ � � 7- Q .�T • Vr., �CL Q Q 0 ...... ......... . d l ,SOB NO: 31335 DATE: 9115115 DRAWN BY: EC ._. Q�q�ECT 1 ON co, ICLASSIFICATION �C, "." A��: * ............... ._.. _ LI; EN, NO. 9Tfi OF SIZE - 24" X 36" SCALE AS SHOWN IF SHEET IS LESS THAN 24" X 36" IT IS A REDUCED PRINT SCALE ECTION REDUCE ACCORDINGLY SGAI.E VV • IV SHEETID PLAN 1 SECTIONS SHEET FP3 OF FP3 Z Residential Connection Charge Estimate Date: September 3, 2015 Customer Name: La Quinta Housing 1, LLC Phone No. (949) 689-4388 Parcel No. 767-860-037 Geo. 06-07-15-4 Address: 55080 Autumn Valley Ct., La Quinta LID: 670404 Block No. Lot No. 37 Size of Lot: 11,761 Sq, ft. Tract No. 32742 Type of Service: R-1: I] Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ - Acres: 0 SWSC: $12,218.00 /acre WSBFC: $ - SCC: $ 4,851.00 Treatment. $2,436/edu Collection: $2,415/edu Meter: $ 400.00 Meter Size: 1 inch Meter surcharge: $ 2,479.00 service size: 1 inch Service: $ - Meter & Service: $ - Backflow: $ - Other: $ - (see explanation below) Sewer Lateral: $ Total: $ 7,730.00 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection— Max. Flow= 32 gpm Max. Flow*= 32 gpm Min. Pressure= 60 psi Inlet Pressure 1= 86 psi Fire Sprinkler Demand* outlet Pressure= 59 psi Max. Flow= 31 gpm Min. Pressure= 38.5 psi Meter Size = 1 inch _System Type: Service Size= 1 inch Multi ❑ Stand Alone ❑ 1 Prior to Pressure Reeulatine Valve ** 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 32742Monterra, Special Agreement, Credit on WSBFC, billed all SWSC 14.21 acres on lot 34, collect all SCC. Per CVWD approved dwg 40762 a 1" service exists and per dwg 40759, a lateral. PZ 15-6602. Technician: Sara Lopez Approved by:Date: Q1 H-1 / 9/3/2015 cvwd-950 Z Coachella Valley Water District 75515 Hovley Lane East Domestic Water System Flow Analysis Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: Fire Sprnkler Systems, Inc. Date: 06/09/15 Address: 705 E. Harrison St. Corona, CA 92879 APN: Req. Fire Flow: gpm at 20psi for hours. Contact Name: Jamie Biship Project Name: Monterra Phone: 800-915-3473 Email: jamleb@fireinc.net Cell: Domestic Water System Flow Analysis Location: Flow Analysis on Hydrant located between 61-675 & 81-685 Brown Deer Park, La Quinta. PZ 15-6412, WF:452070, Technician: Sara Lopez plak Shee; 6-7-15- 4 Model Information Requested Flow Analysts Description Test 1 Test 2 Test 3 Test 4 Flow CVWD 2015 Model - PDD Domestic system flow Elevation (Ft): -29 -29 available without exceeding CVWD Steady State, Dynamic (psi): 88.24 88.24 Residual Pressuresi • 86.33 86.33 (P )' Fire Flow Tested (Spm): 2500 1 3000 1 N/A criteria. Combined Total: N/A Model Junctions: One new test juction used to simulate hydrant - J1738 Duration: 3hours Demand Conditions: ESP Peak Day Demand (PDD) Reservoir No./Level (s): Res6726/5L26.73 Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla Pressure Zone (HGL 145' Model: i ESP 2015 Domestic Water Hydraulic Model (24hr) Comments: Several domestic water hydraulic model runs were performed at the requested location. There is an existing 18 - inch diameter domestic waterline located In Brown Deer Park. The domestic water system is capable of providing 3000gpm for 3 hours at a minimum pressure of 20psi that satisfies CVWD's minimum pressure, velocity and/or head loss criteria's. This simulated system flow analysis may not Include all facilities that may be required for this development/project. In addition, future project phases may affect the results. Please check with Development Service for further Information on all required facilities. These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on-site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this fire flow analysis valid for six months from date of modelling/analysis. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2221. Completed By: r- Date: 6/16/2015 Reviewed By: Date: uA f— j 2O: 15 Page 1 of 1 ENG DS -016 r (6/1/15) a FSS FIRESPRINKLER SYSTEMS INCE FIRE SPRINKLER SYSTEMS 705 E. HARRISON CORONA, CA 92879 800-915-3473 Job Name MONTERA Building PLAN 1 Location 55-080 AUTUMN VALLEY COURT System CALC AREA 1 Contract 31335 Data File PL1 CA1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE SPRINKLER SYSTEMS MONTERA HYDRAULIC DESIGN INFORMATION SHEET Name - MONTERA Location - 55-080 AUTUMN VALLEY COURT Date - 9/15/15 Building - PLAN 1 System No. - CALC AREA 1 Contractor - WOODBRIDGE PACIFIC Contract No. - 31335 Calculated By - EC Drawing No. - 31335 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10 OCCUPANCY - RESIDENTIAL Feet G Note: S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm Listed Pres. at Start Point - 16.7 Psi D MAXIMUM LISTED SPACING 20 x 20 E Domestic Flow Added - 5 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet - Feet G Note: N Calculation Gpm Required Summary C -Factor Used: W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 79.41 R Residual (Psi) - 77.69 Flow (Gpm) - 2500 S Elevation - 0 System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make REALIABLE Model RFC49 Size 7/16" K -Factor 4.9 Temperature Rating 165 Psi Required At Test Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm P Location: 10996 TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 9/15/15 Water Supply Curve C FIRE SPRINKLER SYSTEMS MONTERA Page 2 Date 9/15/15 City Water Supply: Demand: C1 - Static Pressure 79.41 D1 - Elevation 5.630 C2 - Residual Pressure. 77.69 D2 - System Flow 20.024 C2 - Residual Flow 2500 D2 - System Pressure 52.065 Hose ( Demand ) : 5 D3 - System Demand : 25.024 Safety Margin 27.344 150 140 130 P 120 R 110 E 100 S 90 C1 C2 S 80 U 70 R 60 D2 E 50 D3 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE SPRINKLER SYSTEMS MONTERA Fitting Legend Abbrev. Name Ctr'' Copper Cplg/Tee-Run E NFPA 13 90' Standard Elbow G NFPA 13 Gate Valve Pel ` CPVC 90'EII Harvel -Spears Ptb' CPVC Tee - Branch Ptr CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units Page 3 Date 9/15/15 ' = - 1 1 i4 1'.!1 2 2'/z 3 3'/z 4 5 _ 6 _ 8 10 12 14 16 18 20 24 0.5 0.5 0.5 1 1 1 1.5 1.5 2 2 2.5 3 0 0 0 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 0.001 0.001 0.001 0.001 0.001 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 FIRE SPRINKLER SYSTEMS MONTERA Page 4 Date 9/15/15 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 79.41 77.69 2500.0 79.41 25.02 52.065 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.11 11.0 4.9 16.7 20.02 T.40 11.0 19.64 H.7 11.0 20.12 T.38 11.0 20.23 T.37 11.0 20.6 T.33 11.0 21.14 T.34 11.0 21.52 T.35 11.0 21.89 H.2 11.0 22.37 T.36 11.0 22.64 T.39 11.0 23.61 T.43 11.0 24.41 H.16 11.0 24.76 H.13 11.0 25.14 T.42 11.0 25.33 T.46 11.0 26.14 T.48 11.0 26.4 H.22 11.0 26.83 T.47 11.0 27.06 T.51 11.0 28.01 S.1 11.0 30.96 BOR 2.0 38.74 5.0 UG1 -2.0 41.13 MTR -2.0 45.63 STR -2.0 52.07 T.41 11.0 20.08 T.44 11.0 20.9 H.25 11.0 21.91 T.52 11.0 22.6 T.53 11.0 23.36 T.54 11.0 24.49 T.55 11.0 25.15 H.30 11.0 26.29 H.29 11.0 27.28 T.45 11.0 24.44 H.21 11.0 24.44 T.49 11.0 24.4.6 T.50 11.0 24.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willi FIRE SPRINKLER SYSTEMS MONTERA Page 5 Date 9/15/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.11 20.02 0.874 to 9.58 150.0 T.40 20.02 0.2099 T.40 -10.44 0.874 to 0.874 150.0 H.7 9.58 0.0537 H.7 to T.38 T.38 to T.37 T.37 T.33 to T.34 0.0 0.874 150.0 9.58 0.0535 0.0 0.874 150.0 9.58 0.0536 0.0 0.874 150.0 9.58 0.0537 0.0 0.874 150.0 9.58 0.0536 T.34 0.0 0.874 to 9.58 150.0 T.35 9.58 0.0537 T.35 0.0 0.874 to 0.874 150.0 H.2 9.58 0.0536 H.2 0.0 0.874 to 7.98 150.0 T.36 9.58 0.0538 T.36 to T.39 T.39 to T.43 T.43 to H.16 H.16 to H.13 H.13 to T.42 T.42 lV T.48 0.0 0.874 11.000 150.0 9.58 0.0536 0.0 0.874 0.0 150.0 9.58 0.0537 -1.60 0.874 8.000 150.0 7.98 0.0383 0.0 0.874 150.0 7.98 0.0382 0.0 0.874 1.000 150.0 7.98 0.0384 0.0 0.874 150.0 7.98 0.0383 0.0 0.874 150.0 7.98 0.0383 Ptb 3.0 11.000 16.700 7.000 0.0 3.000 0.0 0.0 0.0 14.000 2.939 Ptr 1.0 8.000 19.639 5.000 0.0 1.000 0.0 0.0 9.000 0.483 Ptr 1.0 1.000 20.122 0.0 1.000 0.0 0.0 2.000 0.107 Ptr 1.0 6.000 20.229 0.0 1.000 0.0 0.0 7.000 0.375 Ptr 1.0 2.000 20.604 Pel 7.0 8.000 0.0 0.0 10.000 0.537 0.0 7.000 21.141 0.0 0.0 0.0 0.0 7.000 0.375 Ptr 1.0 0.0 0.0 0.0 0.0 0.0 Ptr 1.0 0.0 0.0 6.000 21.516 1.000 0.0 7.000 0.376 9.000 21.892 0.0 0.0 9.000 0.482 4.000 22.374 1.000 0.0 5.000 0.269 Ptb 3.0 15.000 0.0 3.000 0.0 18.000 0.0 15.000 0.0 0.0 0.0 15.000 22.643 0.0 0.965 23.608 0.0 0.805 Ptr 1.0 8.000 24.413 0.0 1.000 0.0 0.0 9.000 0.345 0.0 10.000 24.758 0.0 0.0 0.0 0.0 10.000 0.382 Ptr 1.0 4.000 25.140 0.0 1.000 0.0 0.0 5.000 0.192 Ptr 1.0 13.000 25.332 Pel 7.0 8.000 0.0 0.0 21.000 0.804 Ptb 3.0 4.000 26.136 0.0 3.000 0.0 0.0 7.000 0.268 K Factor = 4.90 Vel = 10.71 Vel =-5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 5.12 Vel = 4.27 Vel = 4.27 Vel = 4.27 Vel = 4.27 Vel = 4.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams FIRE SPRINKLER SYSTEMS MONTERA Page 6 Date 9/15/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.48 to H.22 H.22 to T.47 0.0 0.874 150.0 7.98 0.0384 0.0 0.874 150.0 7.98 0.0383 T.47 0.0 0.874 to 150.0 T.51 7.98 0.0383 Ptr 1.0 10.000 26.404 0.0 1.000 0.0 0.0 11.000 0.422 0.0 6.000 26.826 0.0 0.0 0.0 0.0 6.000 0.230 Ptr 1.0 17.000 27.056 Pel 7.0 8.000 0.0 0.0 25.000 0.957 Vel = 4.27 Vel = 4.27 Vel = 4.27 T.51 12.04 0.874 T 8.053 6.000 28.013 to 150.0 0.0 8.052 0.0 S.1 20.02 0.2099 0.0 14.052 2.950 Vel = 10.71 S.1 0.0 1.101 Pel 7.0 9.000 30.963 to 150.0 2Ptr 2.0 18.562 5.898 * * Fixed Loss = 2 BOR 20.02 0.0682 S 9.563 27.562 1.880 Vel = 6.75 BOR 5.00 1.025 Ctr 0.5 4.000 38.741 Qa = 5 to 150.0 0.0 0.500 1.732 UG1 25.02 0.1460 0.0 4.500 0.657 Vel = 9.73 UG1 0.0 1.59 3E 17.062 70.000 41.130 to 150.0 0.0 17.062 3.000 * * Fixed Loss = 3 MTR 25.02 0.0172 0.0 87.062 1.497 Vel = 4.04 MTR 0.0 0.995 E 2.336 30.000 45.627 to 150.0 T 5.841 8.179 0.0 STIR 25.02 0.1686 G 0.001 38.179 6.438 Vel = 10.32 0.0 25.02 52.065 K Factor= 3.47 T.40 10.45 0.874 Ptr 1.0 6.000 19.639 to 150.0 0.0 1.000 0.0 T.41 10.45 0.0630 0.0 7.000 0.441 Vel = 5.59 T.41 0.0 0.874 0.0 13.000 20.080 to 150.0 0.0 0.0 0.0 T.44 10.45 0.0630 0.0 13.000 0.819 Vel = 5.59 T.44 0.0 0.874 Ptr 1.0 15.000 20.899 to 150.0 0.0 1.000 0.0 H.25 10.45 0.0630 0.0 16.000 1.008 Vel = 5.59 _ H.25 0.0 0.874 Ptr 1.0 10.000 21.907 to 150.0 0.0 1.000 0.0 T.52 10.45 0.0630 0.0 11.000 0.693 Vel = 5.59 T.52 0.0 0.874 Ptb 3.0 9.000 22.600 to 150.0 0.0 3.000 0.0 T.53 10.45 0.0630 0.0 12.000 0.756 Vel = 5.59 T.53 0.0 0.874 Ptr 1.0 17.000 23.356 to 150.0 0.0 1.000 0.0 T.54 10.45 0.0630 0.0 18.000 1.134 Vel = 5.59 T.54 1.59 0.874 0.0 8.000 24.490 to 150.0 0.0 0.0 0.0 T.55 12.04 0.0820 0.0 8.000 0.656 Vel = 6.44 T.55 0.0 0.874 Ptr 1.0 13.000 25.146 to 150.0 0.0 1.000 0.0 H.30 12.04 0.0819 0.0 14.000 1.147 Vel = 6.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willie FIRE SPRINKLER SYSTEMS MONTERA Page 7 Date 9/15/15 Hyd. Qa Dia. Fitting 0.0 Pipe Pt Pt 3.000 Ref. 8.000 "C" or 0.0 Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.30 0.0 0.874 Ptr 11.000 26.293 1.0 to 150.0 0.0 1.000 0.0 H.29 12.04 0.0819 0.0 12.000 0.983 Vel = 6.44 H.29 0.0 0.874 Ptb 3.0 6.000 27.276 to 150.0 0.0 3.000 0.0 T.51 12.04 0.0819 0.0 9.000 0.737 Vel = 6.44 0.0 12.04 28.013 K Factor= 2.27 T.43 1.59 0.874 Ptr 1.0 12.000 24.413 to 150.0 0.0 1.000 0.0 to H.21 H.21 to T.49 T.49 to T.50 T.50 to T.54 1.59 0.0019 0.0 0.874 150.0 1.59 0.0020 0.0 0.874 150.0 1.59 0.0019 0.0 0.874 150.0 1.59 0.0020 0.0 0.874 150.0 1.59 0.0019 0.0 0.0 13.000 Ptr 1.0 2.000 0.0 1.000 0.0 3.000 Ptr 1.0 8.000 0.0 1.000 0.0 9.000 Ptr 1.0 0.0 0.0 Ptb 3.0 0.0 7.000 1.000 8.000 4.000 3.000 7.000 24.444 0.0 0.017 24.461 0.0 0.016 24.477 0.0 24.490 Vel = 0.85 Vel = 0.85 Vel = 0.85 Vel = 0.85 Vel = 0.85 K Factor= 0.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FSS FIRE SPRINKLER SYSTENSINCE FIRE SPRINKLER SYSTEMS 705 E. HARRISON CORONA, CA 92879 800-915-3473 Job Name : MONTERA Building PLAN 1 Location 55-080 AUTUMN VALLEY COURT System CALC AREA 2 Contract 31335 Data File PL1 CA2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIRE SPRINKLER SYSTEMS MONTERA HYDRAULIC DESIGN INFORMATION SHEET Name - MONTERRA Date - 9/15/15 Location - 55-080 AUTUMN VALLEY COURT Building - PLAN 1 System No. - CALC AREA 2 Contractor - WOODBRIDGE PACIFIC Contract No. - 31335 Calculated By - EC Drawing No. - 31335 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10 OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make REALIABLE Model RFC49 I Elevation at Highest Outlet -- Feet Size 7/16" K -Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required Summary C -Factor Used W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 79.41 R Residual (Psi) - 77.69 Flow (Gpm) - 2500 S Elevation - 0 P P L Y Psi Required At Test Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. Q Psi Elev. Elev. Other Well Proof Flow Gpm Location: 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 Date 9/15/15 Water Supply Curve C FIRE SPRINKLER SYSTEMS MONTERA Page 2 Date 9/15/15 City Water Supply: Demand: C1 - Static Pressure : 79.41 D1 - Elevation 5.630 C2 - Residual Pressure: 77.69 D2 - System Flow : 26.035 C2 - Residual Flow 2500 D2 - System Pressure 51.304 Hose ( Demand ) : 5 D3 - System Demand : 31.035 Safety Margin 28.105 150 140 130 P 120 R 110 E 100 S 90 C1 C2 S 80 U 70 R 60 D2 E 50 D3 40 30 20 10 D1 300 600 900 1200 1500 1800 2100 2400 2700 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary FIRE SPRINKLER SYSTEMS Page 3 MONTERA Date 9/15/15 Fitting Legend Abbrev. Name '/2 '/, 1 1'/< 1'/� 2 2%2 3 3%z 4 5 6 8 10 12 14 16 18 20 24 _ Ctr " Copper Cplg/Tee-Run 0.5 0.5 0.5 1 1 1 1.5 1.5 2 2 2.5 3 0 0 0 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve ` 0.001 0.001 0.001 0.001 0.001 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Pei CPVC 90'EII Harvel -Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 Ptb' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 Ptr " CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 0 0 0 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 FIRE SPRINKLER SYSTEMS MONTERA SUPPLYANALYSIS Page 4 Date 9/15/15 Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 79.41 77.69 2500.0 79.409 31.03 51.304 NODE ANALYSIS Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HA 11.0 4.9 7.04 13.0 T.37 11.0 7.51 T.38 11.0 8.02 H.7 11.0 8.17 T.40 11.0 8.82 T.41 11.0 9.33 T.44 11.0 10.28 H.25 11.0 11.45 T.52 11.0 12.25 T.53 11.0 13.12 T.54 11.0 14.43 T.55 11.0 15.48 H.30 11.0 17.3 H.29 11.0 18.86 T.51 11.0 20.03 S.1 11.0 24.82 BOR 2.0 33.78 5.0 UG1 -2.0 36.49 MTR -2.0 41.72 STR -2.0 51.3 H.5 11.0 4.9 7.08 13.03 T.34 11.0 7.55 T.35 11.0 8.38 H.2 11.0 9.45 T.36 11.0 10.05 T.39 11.0 12.19 T.43 11.0 13.98 H.16 11.0 14.56 H.13 11.0 15.2 T.42 11.0 15.52 T.46 11.0 16.87 T.48 11.0 17.32 H.22 11.0 18.03 T.47 11.0 18.42 T.33 11.0 7.53 T.45 11.0 14.12 H.21 11.0 14.16 T.49 11.0 14.26 T.50 11.0 14.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams )) SIRE SPRINKLER SYSTEMS Page 5 -MONTERA Date 9/15/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .C" or Ftng's Pe Pv *** ** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.4 13.00 0.874 Ptb 3.0 2.000 7.040 K Factor = 4.90 to 150.0 0.0 3.000 0.0 T.37 13.0 0.0944 0.0 5.000 0.472 Vel = 6.95 T.37 -1.70 0.874 Ptr 1.0 6.000 7.512 to 150.0 0.0 1.000 0.0 T.38 11.3 0.0729 0.0 7.000 0.510 Vel = 6.04 T.38 0.0 0.874 Ptr 1.0 1.000 8.022 to 150.0 0.0 1.000 0.0 H.7 11.3 0.0730 0.0 2.000 0.146 Vel = 6.04 H.7 0.0 0.874 Ptr 1.0 8.000 8.168 to 150.0 0.0 1.000 0.0 T.40 11.3 0.0729 0.0 9.000 0.656 Vel = 6.04 T.40 0.0 0.874 Ptr 1.0 6.000 8.824 to 150.0 0.0 1.000 0.0 T.41 11.3 0.0729 0.0 7.000 0.510 Vel = 6.04 T.41 0.0 0.874 0.0 13.000 9.334 to 150.0 0.0 0.0 0.0 T.44 11.3 0.0728 0.0 13.000 0.947 Vel = 6.04 T.44 0.0 0.874 Ptr 1.0 15.000 10.281 to 150.0 0.0 1.000 0.0 H.25 11.3 0.0729 0.0 16.000 1.166 Vel = 6.04 H.25 0.0 0.874 Ptr 1.0 10.000 11.447 to 150.0 0.0 1.000 0.0 T.52 11.3 0.0728 0.0 11.000 0.801 Vel = 6.04 T.52 0.0 0.874 Ptb 3.0 9.000 12.248 to 150.0 0.0 3.000 0.0 T.53 11.3 0.0729 0.0 12.000 0.875 Vel = 6.04 T.53 0.0 0.874 Ptr 1.0 17.000 13.123 to 150.0 0.0 1.000 0.0 T.54 11.3 0.0728 0.0 18.000 1.311 Vel = 6.04 T.54 4.16 0.874 0.0 8.000 14.434 to 150.0 0.0 0.0 0.0 T.55 15.46 0.1301 0.0 8.000 1.041 Vel = 8.27 T.55 0.0 0.874 Ptr 1.0 13.000 15.475 to 150.0 0.0 1.000 0.0 H.30 15.46 0.1301 0.0 14.000 1.822 Vel = 8.27 H.30 0.0 0.874 Ptr 1.0 11.000 17.297 to 150.0 0.0 1.000 0.0 H.29 15.46 0.1301 0.0 12.000 1.561 Vel = 8.27 H.29 0.0 0.874 Ptb 3.0 6.000 18.858 _ to 150.0 0.0 3.000 0.0 T.51 15.46 0.1302 0.0 9.000 1.172 Vel = 8.27 T.51 10.57 0.874 T 8.053 6.000 20.030 to 150.0 0.0 8.052 0.0 -S.1 26.03 0.3412 0.0 14.052 4.794 Vel = 13.92 S.1 0.0 1.101 Pel 7.0 9.000 24.824 _ to 150.0 2Ptr 2.0 18.562 5.898 * * Fixed Loss = 2 BOR 26.03 0.1108 S 9.563 27.562 3.054 Vel = 8.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams FIRE SPRINKLER SYSTEMS MONTERA Page 6 Date 9/15/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BOR to UG1 UG1 to MTR MTR to STR H.5 T.34 to T.35 tv H.2_ H.2 to T.36 T.36 to T.39 T.39 to T.43_ T.43 to H.16 H.16 to H.13 H.13 to T.42 T.42 to T.46 T.46 to T.48 T.48 to H.22 H.22 to T.47 5.00 1.025 Ctr 0.5 4.000 33.776 1.000 150.0 14.73 0.0 0.500 1.732 31.03 0.2173 14.73 0.0 4.500 0.978 0.0 1.59 3E 17.062 70.000 36.486 Ptr 150.0 4.000 0.0 17.062 3.000 31.03 0.0256 0.0 87.062 2.230 0.0 0.995 E 2.336 30.000 41.716 3.000 150.0 T 5.841 8.179 0.0 31.03 0.2511 G 0.001 38.179 9.588_ 0.0 0.0 i 0.0 15.000 1.785 31.03 1.0 n ^ 8.000 A AAA 13.975 n n 10.57 51.304 0.0 0.874 I JV.V 13.03 0.0948 1.70 0.874 1.000 150.0 14.73 0.1190 0.0 0.874 0.0 150.0 14.73 0.1190 0.0 0.874 0.0 150.0 14.73 0.1190 0.0 0.874 Ptb 3.0 2.000 7.075 3.000 0.0 5.000 0.474 Ptr 150.0 14.73 0.1190 0.0 0.874 1.000 150.0 14.73 0.1190 -4.16 0.874 0.0 150.0 10.57 0.0644 Ptb 3.0 2.000 7.075 3.000 0.0 5.000 0.474 Ptr 1.0 6.000 7.549 10.000 0.0 1.000 0.0 0.0 7.000 0.833 0.0 0.0 9.000 8.382 10.57 0.0 0.0 0.0 10.000 0.0 9.000 1.071 Ptr 1.0 4.000 9.453 4.000 0.0 1.000 0.0 0.0 5.000 0.595 Ptb 3.0 15.000 10.048 10.57 0.0 3.000 0.0 5.000 0.0 18.000 2.142 0.0 0.0 15.000 12.190 13.000 0.0 0.0 0.0 i 0.0 15.000 1.785 Ptr 1.0 n ^ 8.000 A AAA 13.975 n n Qa=5 Vel = 12.06 "' Fixed Loss = 3 Vel = 5.01 K Factor= 4.33 K Factor = 4.90 Vel = 6.97 Vel = 7.88 Vel = 7.88 Vel = 7.88 Vel = 7.88 0.0 0.874 0.0 10.000 14.555 150.0 0.0 0.0 0.0 10.57 0.0644 0.0 10.000 0.644 Vel = 5.65 0.0 0.874 Ptr 1.0 4.000 15.199 150.0 0.0 1.000 0.0 10.57 0.0644 0.0 5.000 0.322 Vel = 5.65 0.0 0.874 Ptr 1.0 13.000 15.521 150.0 Pel 7.0 8.000 0.0 10.57 0.0644 0.0 21.000 1.353 Vel = 5.65 0.0 0.874 Ptb 3.0 4.000 16.874 150.0 0.0 3.000 0.0 10.57 0.0643 0.0 7.000 0.450 Vel = 5.65 0.0 0.874 Ptr 1.0 10.000 17.324 _ 150.0 0.0 1.000 0.0 10.57 0.0645 0.0 11.000 0.709 Vel = 5.65 0.0 0.874 0.0 6.000 18.033 150.0 0.0 0.0 0.0 10.57 0.0643 0.0 6.000 0.386 Vel = 5.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis FIRE SPRINKLER SYSTEMS •MONTERA Page 7 Date 9/15/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.47 0.0 Ptr 17.000 18.419 0.874 1.0 to 12.000 150.0 Pel 7.0 8.000 0.0 T.51 10.57 0.0644 0.0115 0.0 25.000 1.611 0.149 0.0 0.874 Ptr 1.0 2.000 14.124 10.57 0.0 1.000 0.0 20.030 T.37 1.70 0.874 Ptr 1.0 2.000 7.512 to 1.0 150.0 Pel 7.0 8.000 0.0 T.33 1.7 0.0022 4.16 0.0 10.000 0.022 T.33 0.0 0.874 0.874 0.0 7.000 7.534 to 150.0 0.0 0.0 0.0 T.34 1.7 0.0021 0.0 0.0 7 000 n ni T.45 T.45 to H.21 H.21 to T.49 T.50 T.50 to T.54 Vel = 5.65 K Factor = 2.36 Vel = 0.91 K Factor= 0.62 Vel = 2.22 Vel = 2.22 Vel = 2.22 Vel = 2.22 Vel = 2.22 K Factor= 1.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 /.1p to 4.16 0.874 Ptr 1.0 12.000 13.975 150.0 0.0 1.000 0.0 4.16 0.0115 0.0 13.000 0.149 0.0 0.874 Ptr 1.0 2.000 14.124 150.0 0.0 1.000 0.0 4.16 0.0117 0.0 3.000 0.035 0.0 0.874 Ptr 1.0 8.000 14.159 150.0 0.0 1.000 0.0 4.16 0.0114 0.0 9.000 0.103 0.0 0.874 Ptr 1.0 7.000 14.262 150.0 0.0 1.000 0.0 4.16 0.0115 0.0 8.000 0.092 0.0 0.874 Ptb 3.0 4.000 14.354 150.0 0.0 3.000 0.0 4.16 0.0114 0.0 7.000 0.080_ 0.0 4.16 14.434 Vel = 5.65 K Factor = 2.36 Vel = 0.91 K Factor= 0.62 Vel = 2.22 Vel = 2.22 Vel = 2.22 Vel = 2.22 Vel = 2.22 K Factor= 1.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I ) Riverside County Fire Department -`;; Fire Protection Planning Riverside Office: Palm Desert Office: 2300 Market Street, Ste. 150 77-933 Las Montanas Rd., Ste 201 Riverside, CA 92501 Palm Desert CA 92211 Phone: (951) 955-4777 - Fax: (951) 955-4886 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM ED New ❑ Re -Submittal # ❑ As-builts Permit No. LAQ_ 1t,_ Project Information (Please Print) b4L,# BP.652o15-oo93 MONTERRA / TRACT 32742 / PLAN 1 Office Use Only Riverside County Fire Office of the Fire Marshal SEP 16 2015 Received Bal/ Y—I;um3 ry ,eIVMI Prosect Name: I have read and ur9dersta d fh t F° D f f Address: LOT 37 / 55-080 AUTUMN VALLEY COURT City & Zip: LA Q U I N TA, CA r€ a ire ep . ees are Deposit Based Fees arra there may be additional money due prior fo or offer pro}ea�final. Sign: Print: JAMIE BISHIP Contact Information Billing Information ❑ Same as Contact Info CONTACT PERSON: JAMIE BISHIP BILL TO: FIRE SPRINKLER SYSTEMS, INC. Mailing Address: 705 E. HARRISON ST., SUITE 200 Mailing Address: 705 E. Harrison St. Suite 200 City & Zip CORONA, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net City & Zip Corona, CA 92879 Phone No.: 1-800-915-3473 Fax: Email: jamieb@fireinc.net The person listed on "Billing Infoimation " 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. rrun Review Fype I LnecK appro2riOTe ITems ❑ Commercial ❑ Industrial 0 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water El 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: SEE MASTER PERMIT#: MASTER PLAN TYPE 1 Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: t 6l L-1 Date Paid: 9&W) 5 Check#: aa31873 Reviewed by: Called for Pick -Up Date -9 �� A -5 By: PC Review Date: ❑ Approved Denied Picked -Up Received By: va3, . Plans Stamped: &Yes ONO Date By:—� Receipt#(OCR) 9�$-0 5 Letter Attached: �IYes ONO / Job Card Included:�rYes ❑No Shipped By / Method Visit us at www.rvcfire.orq Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St, Ste 150, Riverside, CA 92501 Ph (951) 955-4777 Fax (951) 955-4686 Murrieta Office: 39493 Los Alamos Rd, Ste A, Mumeta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las MontaRas Rd , # 201 Palm Desert, CA 9221 1-41 31 Ph (760) 863-6886 (760) 863-7072 Date: To: LA QUINTA B&S Fax- Tract/Parcel Map #: Permit/Lot #: Job Site Address: XX XX Fire Department Clearance/Release MONTERRA #37 LAQ-15-RS-143 55080 AUTUMN VALLEY CT LA QUINTA 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. 'A' Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Hetrick, Kohl@CALFIRE Subject: 3. LAQ-I5-RS-143 - MONTERRA - RES SPK FINAL Location: 55080 AUTUMN VALLEY COURT, LOT 37, LA QUINTA Start: Thu 1/21/2016 8:00 AM End: Thu 1/21/2016 9:00 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Carlos Phone#: 800-915-3473 Co. Name: Cell#: 951-847-2908 Fire Sprinkler Systems, Inc. CrossSt: J HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final I Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre- our SPECIAL SUPPRESSION Under round rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final I 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 Emer ency shut off High pile storage J Primary piping In-racksprinklers Seconda piping Hose racks Dispensers & shear valves X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extin uishin Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation I Buildinci 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 Cervantes, Thomas@CALFIRE Subject: LAQ-I5-RS-143 - MONTERRA/ LOT 37 - RES OH ROUGH/ HYDRO Location: 55080 AUTUMN VALLEY COURT, LOT 37, LA QUINTA Start: Fri 10/16/2015 2:00 PM End: Fri 10/16/2015 3:00 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Carlos Phone#: Co. Name Cell#: 951-847-2908 FSS VI VJJVI. HYDRANT SYSTEM PASS FAIL Thrust block pre -pour FIRE ALARM PASS FAIL Rough -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 I Final X Overhead rough piping X UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers I 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: Start Time: Finish Time: 1