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FSS2017-0044 Griffin Ranch Plan 2
Description: GRIFFIN RANCH / MASTER FIRE SPRINKLER / PLAN 3314 / TR 32879 Type: FIRE SPRINKLER Subtype: RESIDENTIAL -TRACT Status: FINALED Applied: 9/14/2017 AMA HOMES Approved: 9/19/2017 RGR Parcel No: 767780085 Site Address: 81181 MERV GRIFFIN WY LA QUINTA,CA 92253 Subdivision: TR 32879 Block: Lot: AW Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/30/2018 RGR Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: AL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES DEPOSIT REFUNDED. 101-0000-22811 CLOSED. COUNCIL DEPOSIT MIRTA LERMA 8/13/2018 8/13/2018 APPROVED A FLAT FEE STRUCTURE FOR FIRE INSPECTION AUGUST 2017. REVISION 1 PICKED UP BY MARTIN MEDINA - FEES ALREADY NOTE ARMANDO MAGALLON 9/18/2018 9/18/2018 PAID. AL CONDITIONSMEEM CONTAC NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 JUDYL@FIREINC.NET SUITE 200 BILL TO FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 JUDYL@FIREINC.NET SUITE 200 Printed: Thursday, January 26, 2023 3:37:51 PM 1of3 CRWSY5TEM5 CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL CONTRACTOR FIRE SPRINKLER SYSTEMS INC 705 E HARRISON ST CORONA CA 92879 (800)915-3473 JUDYL@FIREINC.NET SUITE 200 OWNER IOTA GRIFFIN 4675 MACARTHUR CT NEWPORT CA 0 (800)915-3473 NO 1550 BEACH FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $156.00 $156.00 6/4/18 R36035 231557 CHECK IOTA GRIFFIN SSW FAMILY DETACHED Total Paid for FIRE FEES: $156.00 $156.00 FIRE SPRINKLER SYSTEM RESIDENTIAL - 101-0000-22811 1 $614.00 $614.00 9/14/17 R27960 229262 CHECK FIRE SPRINKLER AMA SYSTEMS INC MODELS Total Paid for FIRE SPRINKLER SYSTEM RESIDENTIAL - $614.00 $614.00 MODELS: TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 9/14/17 R27960 229262 CHECK FIRE SPRINKLER AMA ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 • 00 $775.00 •SEQID INSPECTION TYPE INSPECTOR SCHEDULED 7COMPLETED RESULT REMARKS NOTES DATE OVERHEAD ROUGH RGR 2/6/2018 2/6/2018 APPROVED PIPING FIRE FINAL" RGR 1 3/30/2018 1 3/30/2018 1 APPROVED Printed: Thursday, January 26, 2023 3:37:51 PM 2of3 CRWSYSTEMS BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Building Permit Building Permit DOC 11/4/2021 JOSE DELGADO Application and Application & Tracking 0 Tracking Sheet.pdf Sheet.pdf DOC 11/4/2021 JOSE DELGADOT Fire Review Fire Review 0 Application.pdf Application.pdf Printed: Thursday, January 26, 2023 3:37:51 PM 3 of 3 WsYsrEMS --- ------------------------------------------------------------- .--- --------------------------------- ::- ................... ....._..—..—. - ........ .. F 1 _ ' I Fire Flow Analysis I hydrant ~ _ - GEQ 6-7-15-2 1 '3r i _ � t 11 WF: 652742 (PZ 17-8160) ' f .. Tech: Ruben M ' •.t �� . �.: ' `;� _' '• 1 ,�• ';e �• _... It _ _ I I i I I I I 6 IcUscn 4L[i ------------------_—_.._......._---------------- -------- -------_------ ------------� ~ LOT-ArLnl- LOT "AIf 287 28B 101-AO" Fr- 77 78 79 80 81 LOT"AR- 286 WELL SITE 1 20 285 CAHANERO CJRCM 21 NAFUHGlR WAY 289 48 97 c 96 82 83 84 28a 291 290 49 75 292 u 2 CONSTRUCTION PHASING LEGEND: 19 22 c 98 F 95 93 92 85 0 283 299 i 47 a 293 300 So "- MODEL HOMES - 4 TOTAL (LOTS 60 AND 210.212) P 74 99 a CiLRNF CQLyr 86 29B 09M PARKING - 1 TOTAL (LOTS 227.231) 1 O 282 z 301 &WA PHASE 1 - 8 TOTAL (LOTS 119, 120, 129, 130, 205 AND 227.229) 23 18 91 100 94 s I 281 3 294 297 51 46 3 PHASE 2. 5 TOTAL (LOTS 173, 174, 164, 230 AND 231) B7 73 sr. PHASE 3 - 6 TOTAL (LOTS 187.192) 90 t 1 295 302 101 B9 86 44�4 I jll 2B0 296 52 45 T� PHASE 5.6 TOTAL (LOTS 1071, 118 AND 123-126) pq 17 102 n c 303 PHASE 6 - 5 TOTAL (LOTS 106, 117, 175, 176 AND 183) 72 103 � 279 °�D w4y 4 PHASE 7 - S TOTAL (LOTS 109, 116, 177, 176 AND 182) 112 104 106 279 277 PHASE 8 - 5 TOTAL (LOTS 110, 115 AND 179.181) 25 111 105 276 275 44 � 274 53 257 25B 16 0 DIP 105 71 259 43 5 26 113 260 oN 273 114 ' L� 115 256 if 54 g 11. 15 r 1 7 27 261 268 0 42 6 0 70 •1 255 272 T�(. W ai 262 267 55 41 14 aI 254 0 iu 271 n 69 1 ex 5� e 263 266 270 40 7 a 9 10 11 12 13-- w r$t .132 E e A 253 56 29 136 135 134 — 131 133 264 99 � 137 265 261 38 30 M,Araam STREET 252 SEA C1R 37 36 35 34 33 32 31 6p 139140 CLt + 251 f = 67 139 141 142 143 1" 250 V CRIFFlN W 57 1 58 59 •60 61 62 63 d4 66 65 - 155 �RECREATION1 LOT"AM COMMUNITY qW P 179 ROWS RECR OT "AWENrEe �� 233 156 ` 153 j GR x,�Ar 215 214 213 201 r 154 152 J 1AERN 234 217 202 1�' 17a 157 v MAhAGASCIR WAY J y` �D�• w°�T STORM CAT COURT d i� s ; LOT"AG" 1 aT' 216 235 200' 219 ri 11 7A3 181 1T i 163 164 # 151 + Y r ! xi7 n 158 I f RETEN00N 21B4.5 t99 . - 150 145 249 �I f eases 23a 10 204 193 feZ - g •r176 159 162 165 A LOTAl' , a 149 146 1 1 p 237 '' ,;�6V: 198 L 160 161 166 8 i� - 221 ZD9 194 ) 175 . 148 I 147 a} \ 241 238 - 'y185 ti THUNgER cuLCNw,ar r _ ti OqT 247 246 245 244 243 242 240 239 232 226 225 224 2Ir 222 208 207 206 197 196 195 186 F1-721 170 169F,,,A16771, SCALE: I --' - - - - PROJECT MANAGER DATE VICE PRESIDENT SALES DATE VICE PRESIDENT CONSTRUCTION DATE DIVISION PRESIDENT DATE ylATE� 4�8 Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Wat6r.S, em Flow Analysis (Hydraulic Made!) Requested By: FIRE SPRINKLERS SYSTEMS, INC. Date: 1 7/18/17 Address: 705 E. HARRISON STREET CORONA, CA 92879 APN: Req. Fire Flow: 1000gpm at 20ps! fort hours. Contact Name: JAMIE BISHIP Project Name: GRIFFIN RANCH Phone: 800-915-3473 Email. jam!eb@fireinc.net Cell: Domestic Water System Flow Analysis Location: HYDRANT AT THE NE CORNER OF MERV GRIFFIN WAY AND DAMASCUS DRIVE, La Quinta, GEO 6-7-15-2, PZ 17-8160 Flow Analysis Description Model Information ' ' Requested • Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -16 None system flow available without Steady State, Dynamic (psi): 82.8 Residual Pressure (psi): 74.82 Fire Flow Tested (gpm): 2,300 N/A exceeding CVWD's Combined Total: N/A criteria. Tested Model Junction: J1828 Duration: 2 hours Peak Day Demand (PDD) Demand Conditions: Reservoir No./Level (s): Reservoir 6726 ti Pumps Operating No's: Pumps On Pressure Zone and HGL: I _ Lake Cahullla (145') MervGriffin&Damascus-CVWD DomesticWater 012616 Model: Comments: The domestic water system is capable of providing 2,300 gpm for 2 hours that satisfies.CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities: The theoretical flow to drop the residual pressure to 20 psi Is greater than 5,000 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. 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 system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. ; Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. _ ,: Completed By: _ — t g r Date: .. RP-4- Y U_St: D ._ zc age 1 of 1 �l,i.,. ,7 c TR coo ENG DS-016 (8/31/15) DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 10$ TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 1 Date: 8/29/2017 File No: 31586 Data File Name: 3314.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 10.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi F1ow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 18 25.0 74.5 63.0 1 20.0 18.0 18 25.0 74.5 63.0 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31586\CALL\3314.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 100 30.00 BG ---- -2.0 SRCE ---- 25.0 6.04 63.0 ---- 25.0 6.05 63.0 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.17 0.00 56.9 ---- 0.17 0.00 56.9 2 101 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 56.9 ---- 25.0 0.17 56.9 150 102 0.995 0.0 ---- -2.0 •--•-- ---- 0.17 0.00 52.7 ---- 0.17 0.00 52.7 3 102 70.00 3L -- - -2.0 ---- ---- 25.0 3.45 52.7 ---- 25.0 3.45 52.7 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.04 0.00 49.3 ---- 0.04 0.00 49.3 4 103 4.00 LG ---- -2.0 ---- ---- 25.0 0.37 49.3 ---- 25.0 0.37 49.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.05 1.73 47.2 5 0.05 1.73 47.2 5 104 2.00 L ---- 2.0 -5 5 20.0 0.48 47.2 5 20.0 0.48 47.2 150 105 1.101 5.0 ---•- 4.0 ---- ---- 0.07 0.87 45.8 ---- 0.07 0.87 45.9 6 105 1.00 -3.0 4.0 •---•- ---- 20.0 0.07 45.8 ---- 20.0 0.07 45.9 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.07 0.00 42.8 ---- 0.07 0.00 42.8 7 106 7.00 2L ---- 4.0 ---- •---- 20.0 1.16 42.8 ---- 20.0 1.16 42.8 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.07 3.03 38.6 ---- 0.07 3.03 38.6 8 10 31.00 2L4R ---- 11.0 ---- ---- 20.0 9.00 38.6 ---- 20.0 9.01 38.6 150 11 0.874 12.0 - - 11.0 ---- ---- 0.21 0.00 29.6 ---- 0.21 0.00 29.6 9 11 9.50 2R ---- 11.0 ---- ---- 9.9 0.65 29.6 ----•- 9.9 0.65 29.6 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.06 0.00 28.9 ---- 0.06 0.00 28.9 10 12 2.00 L ---- 11.0 ---- ---- 9.9 0.34 28.9 ---- 9.9 0.34 28.9 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.06 0.87 27.7 ---- 0.06 0.87 27.7 11 13 40.50 L2B4R ---- 13.0 ---- ----- 9.9 3.09 27.7 ---- 9.9 3.09 27.7 150 14 0.874 14.0 -- 13.0 ---- ---- 0.06 0.00 24.6 ---- 0.06 0.00 24.6 12 14 10.50 LR ---- 13.0 ---- ---- 9.9 0.88 24.6 ---- 9.9 0.88 24.6 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.06 0.00 23.8 ---- 0.06 0.00 23.8 13 15 2.00 L ---- 13.0 ---- ---- 9.9 0.34 23.8 ---- 9.9 0.34 23.8 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.06 0.87 24.3 ---- 0.06 0.87 24.3 14 16 37.00 L7R ---- 11.0 ---- ---- 9.9 2.72 24.3 ---- 9.9 2.72 24.3 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.06 0.00 21.6 ---- 0.06 0.00 21.6 15 17 14.00 B ---- 11.0 ---- ---- 20.0 3.56 21.6 ---- 20.0 3.56 21.6 150 18 0.874 3.0 ---- 11.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 16 17 1.50 B ---- 11.0 ---- ---- -10.1 0.27 21.6 ---- -10.1 0.27 21.6 150 19 0.874 3.0 ---- 11.0 ---- ---- -0.06 0.00 21.8 - -- -0.06 0.00 21.8 17 19 2.00 L ---- 11.0 ---- ---- -10.1 0.36 21.8 ---- -10.1 0.36 21.8 DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.87 21.3 ---- -0.06 0.87 21.3 18 20 4.50 L ---- 13.0 ---- ---- -10.1 0.51 21.3 ---- -10.1 0.51 21.3 150 21 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.00 21.8 ---- -0.06 0.00 21.8 19 21 8.50 R ---- 13.0 ---- ---- -10.1 0.56 21.8 ---- -10.1 0.56 21.8 150 22 0.874 1.0 ---- 13.0 ---- ---- -0.06 0.00 22.4 ---- -0.06 0.00 22.4 20 22 10.00 LR ---- 13.0 ---- ---- -10.1 0.89 22.4 ---- -10.1 0.89 22.4 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.06 0.00 23.3 ---- -0.06 0.00 23.3 21 23 1.00 L ---- 13.0 ---- ---- -10.1 0.30 23.3 ---- -10.1 0.30 23.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.06 0.43 23.1 ---- -0.06 0.43 23.1 22 24 28.50 L2R ---- 14.0 - -10.1 2.05 23.1 ---- -10.1 2.05 23.1 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.06 0.00 25.2 ---- -0.06 0.00 25.2 23 25 1.00 L ---- 14.0 ---- ---- -10.1 0.30 25.2 ---- -10.1 0.30 25.2 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.06 0.43 25.9 ---- -0.06 0.43 25.9 24 26 14.00 L4R ---- 13.0 ---- ---- -10.1 1.31 25.9 ---- -10.1 1.31 25.9 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.06 0.00 27.2 ---- -0.06 0.00 27.2 25 27 2.00 L ---- 13.0 ---- ---- -10.1 0.36 27.2 ---- -10.1 0.36 27.2 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.06 0.87 28.5 ---- -0.06 0.87 28.5 26 28 11.00 LBR ---- 11.0 ---- ---- -10.1 1.13 28.5 ---- -10.1 1.13 28.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.06 0.00 29.6 ---- -0.06 0.00 29.6 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 4 The maximum velocity of water flow occurs in pipe 8 at 10.69 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 10.70 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.12 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.12 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 63.0 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 18.0 psi at node 18. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 5 75.0 .,ATER-SI PPLY CURVP 67.5 p I D R60.0 E I S52.5 S 1 U45.0 R I E37I.5 (30.0 p I S22.5 I I 15I'0 7.5 0. 4 8 12 16 20 24 28 32 36 40 FLOW' (GPM) = 74.5 psi, Reu�uuc-Il = oi.3 psi O 2300 qpm r flowing) (1 sprinklers flowing) = Available WatC = Available Water Supply 74.5 psi Q 25.0 c74.5 psi @ 25.0 qpm = Required WateD = Required Water Supply 63.0 psi @ 25.0 c63.0 psi Q 25.0 gpm DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 1 FIRE SPRINKLER SYSTEMS 705 E. HARRISON, SUITE 200 CORONA,CA 92879 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR GRIFFIN RANCH LA QUINTA, CA PLAN 3314 10% TAKEN OFF WATER SUPPLY FOR SAFETY MARGIN CALC AREA 2 Date: 8/29/2017 File No: 31586 Data File Name: 3314.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(16xl6) K=4.90 Calculated K Factor for Ann-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 1 Tee) 0.0 ft. x 0.874 in. Ann -Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 74.5 psi Resid: 67.3 psi Flow:2300.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 104 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 21 18.0 74.5 34.9 2 13.0 7.6 21 31.0 74.5 65.7 REVIEWING AUTHORITY CITY OF LA QUINTA FIRE DEPT. DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) - --------------------- 1 100 30.00 BG ---- -2.0 SRCE ---- 18.0 3.29 34.9 ---- 31.0 9.02 65.7 150 101 0.995 6.0 ---- -2.0 ---- ---- 0.09 0.00 31.6 ---- 0.25 0.00 56.7 2 101 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 31.6 ---- 31.0 0.25 56.7 150 102 0.995 0.0 ---- -2.0 ---- ----- 0.09 0.00 27.6 ---- 0.25 0.00 52.4 3 102 70.00 3L ---- -2.0 ---- ---- 18.0 1.88 27.6 ---- 31.0 5.15 52.4 150 103 1.360 24.0 ---- -2.0 ---- ---- 0.02 0.00 25.7 ---- 0.05 0.00 47.3 4 103 4.00 LG ---- -2.0 - - ---- 18.0 0.20 25.7 ---- 31.0 0.55 47.3 150 104 1.265 3.0 ---- 2.0 -5 5 0.03 1.73 23.7 5 0.08 1.73 45.0 5 104 2.00 L ---- 2.0 -5 5 13.0 0.21 23.7 5 26.0 0.77 45.0 150 105 1.101 5.0 ---- 4.0 ---- ---- 0.03 0.87 22.7 ---- 0.11 0.87 43.4 6 105 1.00 -3.0 4.0 ---- ---- 13.0 0.03 22.7 _--- 26.0 0.11 43.4 150 106 1.101 0.0 ---- 4.0 ---- ---- 0.03 0.00 19.6 ---- 0.11 0.00 40.3 7 106 7.00 2L ---- 4.0 ---- ---- 13.0 0.52 19.6 ---- 26.0 1.88 40.3 150 10 1.101 10.0 ---- 11.0 ---- ---- 0.03 3.03 16.1 ---- 0.11 3.03 35.3 8 10 31.00 2L4R ---- 11.0 ---- ---- 13.0 4.06 16.1 ---- 26.0 14.65 35.3 150 11 0.874 12.0 ---- 11.0 ---- ---- 0.09 0.00 12.0 ---- 0.34 0.00 20.7 9 11 9.50 2R ---- 11.0 ---- ---- 5.9 0.25 12.0 ---- 11.6 0.88 20.7 150 12 0.874 2.0 ---- 11.0 ---- ---- 0.02 0.00 11.8 ---- 0.08 0.00 19.8 10 12 2.00 L - - 11.0 ---- ---- 5.9 0.13 11.8 ---- 11.6 0.46 19.8 150 13 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 10.8 ---- 0.08 0.87 18.5 11 13 40.50 L2B4R ---- 13.0 ---- ---- 5.9 1.20 10.8 ---- 11.6 4.15 18.5 150 14 0.874 14.0 ---- 13.0 ---- ---- 0.02 0.00 9.6 ---- 0.08 0.00 14.3 12 14 10.50 LR ---- 13.0 ---- ---- 5.9 0.34 9.6 ---- 11.6 1.18 14.3 150 15 0.874 5.0 ---- 13.0 ---- ---- 0.02 0.00 9.2 ---- 0.08 0.00 13.2 13 15 2.00 L ---- 13.0 ---- ---- 5.9 0.13 9.2 ---- 11.6 0.46 13.2 150 16 0.874 4.0 ---- 11.0 ---- ---- 0.02 0.87 10.0 ---- 0.08 0.87 13.6 14 16 37.00 L7R ---- 11.0 ---- ---- 5.9 1.06 10.0 ---- 11.6 3.66 13.6 150 17 0.874 11.0 ---- 11.0 ---- ---- 0.02 0.00 8.9 ---- 0.08 0.00 9.9 15 17 14.00 B ---- 11.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.9 150 18 0.874 3.0 ---- 11.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.9 16 17 1.50 B ---- 11.0 ---- ---- 5.9 0.10 8.9 ---- 11.6 0.34 9.9 150 19 0.874 3.0 ---- 11.0 ---- ---- 0.02 0.00 8.8 ---- 0.08 0.00 9.6 17 19 2.00 L ---- 11.0 ---- ---- 5.9 0.13 8.8 ---- 11.6 0.46 9.6 DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 3 150 20 0.874 4.0 ---- 13.0 ---- ---- 0.02 0.87 7.8 ---- 0.08 0.87 8.3 18 20 4.50 L ---- 13.0 ---- ---- 5.9 0.19 7.8 ---- 11.6 0.65 8.3 150 21 0.874 4.0 ---- 13.0 4.71 13.0 0.02 0.00 7.6 13.0 0.08 0.00 7.6 19 21 8.50 R ---- 13.0 4.71 13.0 -7.1 0.29 7.6 13.0 -1.4 0.02 7.6 150 22 0.874 1.0 ---- 13.0 4.71 ---- -0.03 0.00 7.9 13.0 0.00 0.00 7.6 20 22 10.00 LR ---- 13.0 4.71 ---- -7.1 0.46 7.9 13.0 -14.4 1.72 7.6 150 23 0.874 5.0 ---- 13.0 ---- ---- -0.03 0.00 8.4 ---- -0.11 0.00 9.3 21 23 1.00 L ---- 13.0 ---- ---- -7.1 0.15 8.4 ---- -14.4 0.57 9.3 150 24 0.874 4.0 ---- 14.0 ---- ---- -0.03 0.43 8.1 ---- -0.11 0.43 9.5 22 24 28.50 L2R ---- 14.0 ---- ---- -7.1 1.05 8.1 ---- -14.4 3.95 9.5 150 25 0.874 6.0 ---- 14.0 ---- ---- -0.03 0.00 9.1 ---- -0.11 0.00 13.4 23 25 1.00 L ---- 14.0 ---- ---- -7.1 0.15 9.1 ---- -14.4 0.57 13.4 150 26 0.874 4.0 ---- 13.0 ---- ---- -0.03 0.43 9.7 ---- -0.11 0.43 14.4 24 26 14.00 L4R ---- 13.0 ---- ---- -7.1 0.67 9.7 ---- -14.4 2.52 14.4 150 27 0.874 8.0 ---- 13.0 ---- ---- -0.03 0.00 10.4 _--- -0.11 0.00 17.0 25 27 2.00 L ---- 13.0 ---- ---- -7.1 0.18 10.4 ---- -14.4 0.69 17.0 150 28 0.874 4.0 ---- 11.0 ---- ---- -0.03 0.87 11.4 ---- -0.11 0.87 18.5 26 28 11.00 LBR ---- 11.0 ---- ---- -7.1 0.58 11.4 -_-- -14.4 2.18 18.5 150 11 0.874 8.0 ---- 11.0 ---- ---- -0.03 0.00 12.0 ---- -0.11 0.00 20.7 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= Y, Z DATE: 8/29/2017 S:\2017\31586\CALL\3314.rdf Page 4 The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 8 at 13.91 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.874 1.00 4.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.265 1.00 3.00 6.00 2.00 2.00 7.00 0.00 0.00 0.00 0.00 PAGE: P MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.360 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.7.0 computer program (License No. 50081444 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 65.7 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.2 gallons. The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 8/29/2017 S:\2017\31586\CALC\3314.rdf Page 5 WATER SUPPLY CURVE 75.01 A C 67.5 P 60.0 R E S 52.5 S 45.0 U R 37.5 E (� 30.0 P 22.5 S I 15.0 7.5 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 74.5 psi, Residual = 67.3 psi @ 2300 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 74.5 psi @ 18.0 gpm 74.5 psi @ 31.0 gpm B = Required Water Supply D = Required Water Supply 34.9 psi @ 18.0 gpm 65.7 psi @ 31.0 gpm 40 City of La Quinta QDesign �#,y� and Development Department i�L i�N�j�,1� 78-495 Calle Tampico acaLa Quinta, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 www.lo-gainta.arg Riverside County Fire Department Riverside Office 3 2300 Market Street, Ste. 150 Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION ❑ NEW 5R TENANT IMPROVEMENT PERMIT NO. FSS-2017-0044 PROJECT INFORMATION (Please Print) -� Project Name: GRIFFIN RANCH / TRACT 32879 1 PLAN TYPE 2 Sign: Site Address: MASTER PLAN 2 (AS -BUILT) Print: JA ISH City & Zip: LA QUINTA, CA 92253 • Pursuant to a Cooperative Agreement to Provide fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City`s fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR. INFORMATION: 9 Some as Applicant info Applicant Name: FIRE SPRINKLER SYSTEMS Contractor#: 684600 Contact Person: JAMIE BISHIP contact Person: ,RAMIE BISHIP Mailing Address: 705 HARRISON ST. # 200 Moiling Address: 705 E. HARRISON ST. #200 City & zip: CORONA, CA 92879 City & rip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Phone Number: 951-272-2522 Fax: Email: Email: A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM El NEW COMMERCIALIINDUSTRIAL ------------ ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $7S6 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $951 ❑ OTHER SUPRFSSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIAL/INDUSTRIAL $405 ❑ HAZMAT $327 13 RESIDENTIAL - 1 DWELLING UNIT $405 C1 HIGH PILE RACK STORAGE $327 © RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY $156/HR ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $] 61 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ WATER TANKS El COMMERCIAL - FIRE ALARM SYSTEM 1 $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @$156/HR ❑ ABOVE GROUND HOURLY @ $156/HR Each application type includes a Technology Enhancement FeeSS & Records Management Fee $10 CITY OF LA QUiNTA COMMUNITY DEVELOPMENT City of La Quinta ��Design and Development Department (2a �1. 78-495 Calle Tampico La Quinta, CA 92253 - C.LM ffd1)1-`E1ZT Telephone: (760)777-7125 Fax: (760)777-1233 www.lo-quints-ora Riverside County Fire Department K Riverside Office �- 2300 Market Street, Ste.150 j] Riverside, CA 92501 (951)955-4777 FIRE REVIEW APPLICATION 8 NEW ❑ TENANT IMPROVEMENT D JUN 04 2018 CITY OF LA QUINTA 0 z 11 DESIGN-&-DEVELOAMENT`DFPARTUENT-- "- PERMIT NO. FSS-1 ao1? —o04 PROJECT INFORMATION (Please Print) .. I Project Name: GRIFFIN RANCH / TRACT 32879 / PLAN TYPE Site Address: MASTER PLAN City & Zip: LA QUINTA, CA 92253 Sign: Print: JAMIE BISHIP Pursuant to a Cooperative Agreement to Provide Fire Services, the, Riverside County Fire Department serves as the City's fire department, and the County designee serves as ttte City�s fire chief. Applicant recognizes this contracted arrangement and shall cornrsly with County Fire Depattmen"r directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: B-Same as Applicant info Applicant Name: Contact Person: Mailing Address: City & Zip: Phone Number: Email: FIRE SPRINKLER SYSTEMS contractor#: 684600 JAMIE BISHIP 705 HARRISON ST. # 200 CORONA, CA 92879 951-272-2522 Fax: Contact Person: JAMIE BISHIP Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Email: A. APPLICATION TYPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIAL/INDUSTRIAL ________ ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $951 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MISC ❑ TI COMMERCIAL/INDUSTRIAL $405 ❑ HAZMAT $327 0 RESIDENTIAL - 1 DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 El RESIDENTIAL - (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL- SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL - SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @ $156/HR ❑ ABOVEGROUND HOURLY @ $156/HR f:.ulil appncouon type inuuaes a i ecnnotogy tnnoncement Fees & Hecoras Management Fee $10 City of La Quinta Design and Development Department 78-495 Calle Tampico =� Lo Quinta, CA 92253 Telephone: (760)777-7125 Fax: (760)777-1233 Riverside County Fire Department Riverside Office 2300 Market Street, Ste. 150 Riverside, CA 92501 (951)955-4777 RECEIVED AUG 3 0 2016 CITY OF LA QUINTA COMMUNITY DEVELOPMENT FIRE REVIEW APPLICATION O NEW ❑ TENANT IMPROVEMENT PERMIT PROJECT INFORMATION (Please Prjnti Project Name: GRIFFIN RANCH Sign: Site Address: MASTER PLAN TYPE (2) 3314 Print: JA IE LIP City & Zip: LA QUINTA, CA have read and understand that fees are DEPOSIT BASED FEES and there may be additional money due prior to a, after project final. Pursuant to a Cooperative Agreement to Provide fire Services, the Riverside County Fire Department ser4es as the City's fire department, and the County designee serves as the City`s fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION BILLING INFORMATION: El Same as Applicant info Applicant Name: Contractor FIRE SPRINKLER SYSTEMS, INC. 684600 License Number: Contact Person: JAMIE BISHIP Bill To: FIRE SPRINKLER SYSTEMS, INC Mailing Address: 705 E. HARRISON ST. Mailing Address: 705 E. HARRISON ST. #200 City & Zip: CORONA, CA 92879 City & Zip: CORONA, CA 92879 Phone Number: 951-272-2522 Fax: Phone Number: 800-915-3473 Fax: Email: jamieb@fireinc.net Email: jamieb@fireinc.net The person listed on "Billing information" will receive A.LL billing, conespondence and refunds for any work, billed io this permit. Any changes in bhlina information musk be made in wrifina to our office. A. APPLICATION TYPE (each application type includes a $5 technotogy enhancement fee) FIRE SPRINKLER SYSTEM I STORAGE TANKS ❑ COMMERCIAL TI -1-9 HEADS NO FEE ❑ DISPENSERS ONLY $217 ❑ COMMERCIAL TI -10 + HEADS $619 ❑ ABOVE GROUND - 1 S.TANK $217 ❑� RESIDENTIAL - TRACT HOME - MODELS $619 ❑ ABOVE GROUND -EACH ADDITIONAL $32 ❑ RESIDENTIAL- EACH ADDITIONAL UNIT ? $126 EA ❑ UNDER GROUND $217 _ RESIDENTIAL - CUSTOM HOME $619 MISC FIRE ALARM SYSTEM ❑ HAZMAT $589 ❑ COMMERCIAL - SPRINKLER MONITORING 1 $192 ❑ HIGH PILE RACK STORAGE $353 ❑ COMMERCIAL - FIRE ALARM SYSTEM $632 ❑ NEW COMMERCIAL - UNDERGROUND WATER $701 SUPRESSION SYSTEM ❑ HOOD & DUCT $215 ❑ FIRE FLOW REPORT $17$ ❑ TECHNICAL REPORT RESEARCH $589 ❑ SPRAY BOOTH $215 ❑ SPECIAL INSPECTION $126 ❑ CELL SITE $215 ❑ ITEMS NOT LISTED ARE ON A SLIDING SCALE STARTING AT --------- --------------- _ $197 ❑ OTHERER SUPRESSION SYSTEM $215 These are Deposit Based Fees. There may be additiorIal money due prior to ar after proiect final.