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LAQ-14-RS-053
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 (949)300-0416 CONTRACTOR SUNROSE CORPORATION 72-850 SOMERA ROAD PALM DESERT CA 92260 (949)300-0416 OWNER THOMAS WILLIAMS 2 HERMITAGE LANE LAGUNA NIGUEL CA 92677 (949)300-0416 CONDITIONS Description: NEW SFD/ CASITA 2ND FLOOR Type: BUILDING, RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 3/28/2014 Parcel No: 777180010 Site Address: 80460 VIA PESSARO LA QUINTA,CA 92253 Approved: 6/20/2014 Subdivision: TR 29894-2 Block: Lot: 185 Issued: 8/22/2014 AZA Lot Sq Ft: Building Sq Ft: Zoning: Finaled: 9/20/2016 KHE Valuation: $382,304.60 Occupancy Type: Construction Type: Expired: No. Buildings: No. Stories: No. Unites: Details: NEW SFD WITH CASITA AND 2ND. FLOOR. HOME IS FIRE SPRINKLED PER 2013 CRC CODES. THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCKWALL, FIRE-PIT, BBQ OR DRIVEWAY APPROACH AND WATER FEATURES. 2013 CALIFORNIA BUILDING CODES. PERMIT EXTENSION GRANTED TO FINAL DWELLING PERMIT. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $455.76 $455.76 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for ART IN PUBLIC PLACES - AIPP: $455.76 $455.76 Printed: Thursday, February 29, 2024 12:14:40 PM 1 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BLDG PC 200K-1M 101-0000-42600 $1,200.00 $1,200.00 3/28/14 Total Paid for BLDG PC 200K-1M: $1,200.00 $1,200.00 BSAS SB1473 FEE 101-0000-20306 0 $16.00 $16.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $16.00 $16.00 CASH OVER 101-0000-42300 0 $35.56 $35.56 8/22/14 R787 167 CHECK SUNROSE CORPORATION AZA Total Paid for CASH OVER: $35.56 $35.56 DIF CIVIC CENTER - RES 252-0000-43200 $942.00 $942.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF CIVIC CENTER - RES: $942.00 $942.00 DIF COMMUNITY CENTERS-RES 254-0000-43200 $129.00 $129.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF COMMUNITY CENTERS-RES: $129.00 $129.00 DIF FIRE PROTECTION- RES 257-0000-43200 $433.00 $433.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF FIRE PROTECTION-RES: $433.00 $433.00 DIF LIBRARIES - RES 253-0000-43200 $344.00 $344.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF LIBRARIES - RES: $344.00 $344.00 DIF PARK MAINT FAC - RES 256-0000-43200 $40.00 $40.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF PARK MAINT FAC - RES: $40.00 $40.00 DIF PARKS/REC - RES 251-0000-43200 $2,048.00 $2,048.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF PARKS/REC - RES: $2,048.00 $2,048.00 DIF STREET MAINT FAC- RES 255-0000-43200 $116.00 $116.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF STREET MAINT FAC-RES: $116.00 $116.00 Printed: Thursday, February 29, 2024 12:14:40 PM 2 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF TRANSPORTATION - RES 250-0000-43200 $2,842.00 $2,842.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for DIF TRANSPORTATION - RES: $2,842.00 $2,842.00 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $48.64 $48.64 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $143.00 $143.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for ELECTRICAL - NEW CONSTRUCTION: $191.64 $191.64 RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 $143.00 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for GRADING: $143.00 $143.00 CONDENSER/COMPRES SOR 101-0000-42402 0 $178.75 $178.75 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH EXHAUST HOOD 101-0000-42402 0 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH FURNACE 101-0000-42402 0 $178.75 $178.75 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH VENT FAN 101-0000-42402 0 $107.28 $107.28 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for MECHANICAL: $476.70 $476.70 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $675.91 $675.91 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for NEW CONSTRUCTION PERMIT: $675.91 $675.91 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $247.91 $247.91 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for NEW CONSTRUCTION PLAN CHECK: $247.91 $247.91 PLAN CHECK, ELECTRICAL 101-0000-42600 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, ELECTRICAL 101-0000-42600 $16.68 $16.68 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Printed: Thursday, February 29, 2024 12:14:40 PM 3 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PLAN CHECK, ELECTRICAL 101-0000-42600 $47.19 $47.19 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, ELECTRICAL 101-0000-42600 $25.05 $25.05 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for PLAN CHECK, ELECTRICAL: $100.84 $100.84 PLAN CHECK, MECHANICAL 101-0000-42600 $119.15 $119.15 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, MECHANICAL 101-0000-42600 $4.77 $4.77 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, MECHANICAL 101-0000-42600 $119.15 $119.15 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, MECHANICAL 101-0000-42600 $42.93 $42.93 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, MECHANICAL 101-0000-42600 $4.77 $4.77 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for PLAN CHECK, MECHANICAL: $290.77 $290.77 PLAN CHECK, PLUMBING 101-0000-42600 $286.08 $286.08 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, PLUMBING 101-0000-42600 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, PLUMBING 101-0000-42600 $14.30 $14.30 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, PLUMBING 101-0000-42600 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH PLAN CHECK, PLUMBING 101-0000-42600 $23.83 $23.83 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for PLAN CHECK, PLUMBING: $348.05 $348.05 BACKFLOW DEVICE 101-0000-42401 0 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH BUILDING SEWER 101-0000-42401 0 $11.92 $11.92 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Printed: Thursday, February 29, 2024 12:14:40 PM 4 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES UNDERGROUND PLBG AOR 9/11/2014 9/11/2014 APPROVED FOOTINGS KKI 9/24/2014 9/24/2014 APPROVED SLAB KKI 9/24/2014 9/24/2014 APPROVED TEMPORARY POWER KKI 9/29/2014 9/29/2014 FLOOR NAIL KKI 10/21/2014 10/21/2014 APPROVED ROOF NAIL KKI 11/17/2014 11/17/2014 APPROVED OKAY TO WRAP KKI 12/23/2014 12/23/2014 NOT READY OKAY TO WRAP KKI 12/29/2014 12/29/2014 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FIXTURE/TRAP 101-0000-42401 0 $286.08 $286.08 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $35.75 $35.75 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH WATER HEATER/VENT 101-0000-42401 0 $23.84 $23.84 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $23.84 $23.84 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for PLUMBING FEES: $393.35 $393.35 REPLACEMENT INSPECTION CARD 101-0000-42600 1 $36.26 $36.26 5/29/15 R6519 CASH SUNROSE CORPORATION SKH Total Paid for REPLACEMENT OF PLANS/JOB CARD: $36.26 $36.26 SMI - RESIDENTIAL 101-0000-20308 0 $49.70 $49.70 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for STRONG MOTION INSTRUMENTATION SMI: $49.70 $49.70 TUMF: RESIDENTIAL 224-0000-20320 $1,837.44 $1,837.44 8/22/14 R774 167 CHECK THOMAS WILLIAMS SKH Total Paid for TUMF: RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,392.89 $13,392.89 Printed: Thursday, February 29, 2024 12:14:40 PM 5 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 FRAMING KKI 1/22/2015 1/22/2015 CANCELED FRAMING KKI 1/29/2015 1/29/2015 DISAPPROVE D FRAMING KKI 2/4/2015 2/4/2015 APPROVED GAS LINE/TEST KKI 2/4/2015 2/4/2015 APPROVED INSULATION KKI 2/10/2015 2/10/2015 APPROVED DRYWALL NAIL KKI 2/19/2015 2/19/2015 APPROVED LATH KKI 2/19/2015 2/19/2015 DISAPPROVE D LATH KKI 2/20/2015 2/20/2015 APPROVED SEWER CONNECTION KKI 3/17/2015 3/17/2015 APPROVED GAS LINE/TEST JFU 6/1/2015 6/1/2015 APPROVED TEMP USE OF PERM PWR JFU 6/1/2015 6/1/2015 APPROVED FINAL**JFU 8/17/2016 8/17/2016 DISAPPROVE D -PERMIT IS EXPIRED. PRIOR TO FINAL APPROVAL PERMIT MUST BE EXTENDED AND REACTIVATED -INSTALL UV PROTECTION AT LINSET INSULATION -INTSALL LOCKING REFRIGERANT PORT CAPS AT CONDENSERS -INSTALL SEDIMENT TRAPS AT WATER HEATERS AND FAU'S -UNDERCABINET KITCHEN COUNTERTOP RECEPTACLES MUST BE TAMPER RESISTANT -INSULATE ALL HOT WATER LINES -PROVIDE FIRE DEPARTMENT CLEARANCE -PROVIDE HERS VERIFICATION DOCUMENTATION Printed: Thursday, February 29, 2024 12:14:40 PM 6 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 9/22/2016 JAKE FUSON FIRE DEPARTMENT RELEASE SFD-14-336 - FIRE DEPARTMENT RELEASE.pdf 1 DOC 9/3/2014 STEPHANIE KHATAMI Refund for over payment 8-29-14.pdf Refund for over payment 8-29-14.pdf 0 BOND INFORMATION FINAL**JFU 9/20/2016 9/20/2016 APPROVED W/EXCEPTIO N PERMIT IS EXPIRED AND MUST BE EXTENDED, PER PREVIOUS COMMENT. ALL OTHER CORRECTIONS HAVE BEEN SATISFIED. IF ASSESSED, THE PERMIT EXTENSION FEE MUST BE PAID PRIOR TO FINAL APPROVAL. HERS REGISTRATION NO: 215-N0184697A- M2000001A-M20A REGISTRATION DATE: 7/15/2016 HERS PROVIDER: CALCERTS, INC. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES NON-STRUCTURAL JIM JOHNSON 8/22/2014 8/22/2014 APPROVED READY TO ISSUE STRUCTURAL JIM JOHNSON 8/22/2014 9/8/2014 8/22/2014 APPROVED READY TO ISSUE PARENT PROJECTS Printed: Thursday, February 29, 2024 12:14:40 PM 7 of 7 Permit Details City of La Quinta PERMIT NUMBER SFD-14-336 GENEI'RAL !VOTES 1. A UTOMA TIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, CRC, 2013 EDITION AND AUTHORITY HAVING JURISDICTION GUIDELINES 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 9. THE INSTALLER SHALL PERFORM ALL REOUIRED ACCEPTANCE TEST COMPLETE THE CONTRACTORS MATERIALS AND TEST CERTIFICATE AND FORWARD TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR FINAL APPROVAL OF THE INSTALLATION. 4 NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE THE CALIFORNIA BUILDING CODE. 5. TYPE OF PIPE SHALL BE U.L. LISTED CPVC PIPE OR COPPER TYPE M. 6 ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7 PIPE SHALL BE HUNG FROM STRUCTURAL MEMBERS PER THE NFPA 13D GUIDELINES PIPE CLAMPS AND SCREWS SHALL BE UL. LISTED AND INSTALLED IN ACCORDANCE WITH THE INSTALLATION GUIDELINE'S. 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, CRC, 2013 EDITION 9 THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS r ADDRESSED ON ALARMS SHALL BE OF SUFFICIENT INTENSITY CLEARLY AUDIBLE IN ALL ROOMS WITH INTERVENING, CLOSED. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. ill RESIDENTIAL PENDENT SPRINKLERS ARE UL. LISTED, SEE PLANS FOR INSTALLATION SPACING 12, PENDENT INTERMEDIATE TEMPERATURE OUICK RESPONSE SPRINKLERS ARE U.L. LISTED, SEE PLANS FOR INSTALLATION SPACING 13. A 200 PSI PRESSURE HYDROTEST IS REQUIRED AT ROUGH INSPECTION I � FIRE STOPPING REOUIREMENT _ PEN=ATIONS THRU RATED WALLS AND FLOORS SHALL BE SEALED WITH ;- A MATERIAL CAPABLE OF PREVENTING THE PASSAGE OF FLAMES AND NOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR THE FIRE STOPS A_S TAT!_-E-814. (BY OTHERS) TO SY5TEM IN5P. TEST SIGH 112' KEYLE55 POSE BIB Wl OF -FILE SIZE EQUIVALENT TO FLOW OF 1 kEAD MINA 2'- FLOOR AE3OVS FLOOR 2x4 WOOD BLOCK Gf' Al�OVER 7x4 WOOD BLOC CPVC, MAINLINE tDRYWALLILIWS GPvG DRY PENDENT W1 E5GT. FIRE STRAPARM OVER DETA L 5 ATT IN5ULAT ION (TYf=.) G PVC P f PE GPVG PIPE ifs �"y G'T F. 504R'D OIL 1/2 n PLYUJOd1� CPVC FIFE PROTECTION DETAIL PPE HANGER DET�AL NOT TO SG4LE PIPE 51ZE SEE SELOJJ, INSTALLATION • MOUNTING POSITION - TOE', POTTOM OR 51DE U.N.O. . 1/4" TEK TYPE 5CEUU5 PROVIDED. TIEK TYPE SLEW$ TYR 3I4' TPRL1 3" PIPE .. 0 DOUBLE FA5TNER STRAP T1'P� 31d' THRU 2' F 51DE MGIJNT�D DOUBLE FASTENER S"RAP TY' 314' TkW 2' PIPE •� M0UNTINCa POSITION - TOE' A 50TTOM NFPA '3. 201S ED.. TABLE 922.1 - ' IAXIMUM D[STANCE BETWEEN �4AN&E FZS MAXIMUM DI5TANCt BETWEEN NANCsi=eS NOMINAL. PIPE 31ZE 314' i' 1-114' 1-112' 2' 2-1/2' 3' 3-112' 4' 5" + 6' S' H A' NIA la'-@• la'-@• la'-@° 1v-0' 15'=' 1 = i`` 15'-0". 'i~2'-@' 15•-0'j le" -0, 15.-0• NIA 12'-C' 12'-0• 12'-0' 12'-0' 12'-0' IT-O' NIA NIA NIA NIA NIA CDPPI=F2 TUSE i 5'-0' 8'-0' I0'-V 10'-0' 12'-0' 12'-0' 12'-0' 15'-0' 15'-@' 15'-0' 15'-10 15'-@' cpvc -.. - 5'-6' 6'-0' 6'-b' T-0' 8'-0' S'-O' 10'-0' N/A NIA NIA NIA FOLYDUTYL.ENE (IP3 NIA V-V 4'-1' 5'-C' 5'-Il' NIA NIA NIA NIA NIA NIA A�/A POLYBUTYLENE [CT 12'-Il' 3' 4' V-11' 4'-5' 5'-5' NIA NIA NIA NIA NIA NIA DUCTILEIRONPIPENIANIANIANAPtANA15-0NI5 FOR 51 UNITS, I N. • 25.4 1 iMi IFT = 03048 M. NOTE-IP5 - IRON FIFE Si7-Ei GT5 - COPPER TUIBE 517E I, VICINITY MAP NOT TO SCALE LEGEND RESIDENTIAL FLAT CONC. * RESIDENTIAL Fh--CESSED PENDENT O.R. UPRIGHT RECESSED PENDENT PROPOSED RISER LOCA77ON (PER DETAIL) SCOPE OF WOO DESIGN AND INSTALLA77ON OF ALL OVER HEAD PIPING AND SPRINKLER HEADS FOR FIRE SPRINKLER SYSTEM. POINT OF CONNECTIONS FOR RESIDENTIAL FIRE SYSTEMS IS LOCATED AT WATER SUPPLY PROVIDED BY OTHERS SEE RISER DETAIL AND PLANS FOR LOCATIONS I PROJECT DATA BUILDING CODE 13' CRC CRC, CMC, CEC, CA. GREEN BLDG STD. CODE, ALL APP. LOCAL CODES + ORD. OCCUPANCY GROUP R-3 + U _ CONSTRUCTION TYPE TYPE V-B AUTOMATIC FIRE SPRINKLER SYSTEMS PER NFPA 13D, 2013 EDITION AND THE RIVERSIDE COUNTY FIRE DEPARTMENT NFPA SYSTEM TYPE NFPA 13D, 2013 EDITION Q DROP OR RISE BETWEEN FLOORS INSPECTOR TEST VALVE 1 5VM-0 E X AL TO HEAD ORRC%�) nWATER METER SHEET M)E SHT # TITLE _ 01 GENERAL !VOTES, SITE PLAN, RISER + SPRINKLER DETAILS_ 02 FIRST FLOOR FIRE ,SPRINKLER PIPPING PLAN + SECTION 03 SECOND FL OOR FIRE SPRINKLER PIPPING PLAN + SECTION RESIDENTIAL SPRINKLER INSTALLATION GUIDE x x Y r T �x X TY Y ELEVATION TO SPRINKLERS DEFLECTOR OF FROM 01STA14CE DISTANCE ALLOWABLE {X} OBSTRUCTION MAX. OBSTRUCION OF OF SIDE SOT -TOM ABOVE (Y) LESS THAS 1'-0" [304.8mm] p" V-0" [304.8mm] TO LESS THAN V-6" [457.2mm] D" V-6" [457.2mm] TO LESS THAN 2'-0' [609.5mm] 1" [25.4m1n] 2'-D" [609.6mm] TO LESS THAN 2'-6" [762.0mm] 1" [2a4m-m] 2'-6" [762.0mm] TO LESS TFAN 3'-0" [914.0mm] 1" [25.4mm] 3'-O" [914.0mm] TO LESS THAN 3'-6" [1016.Omrn] 3" [76.2mm] V-6" [1016.Omm] TO LESS THAN 4'-0" [1219.2mm] 3" [76.3mm] 4'-0- [1219.Omm] TO LESS THAN 4'-6" [1371.6mm] 5" [127.0mm] 4'-6" [1371.6mm] TO LESS THAN 5'-0" [1524.Omm] 7" [127.Omm] 5'-0" [I524.Omm] TO LESS THAN S'-6" [1676.4mm] I 7" [127.0mm] 5'-6" [1676.4mm] TO LESS THAN V-0" [1828.8mm] 7" [127.Omm 6'-0" [1828.8mm] TO LESS THAN 6'-6" (1981.2mm] 9" [228.6mm 6'-6" [1981.2mm] TO LESS THAN 7'-O" [2133-6mm] 17'-0" 11 "[279.4mm] [2133.6mm] AND GREATER 14"['555.6mm] B OBSTRUCTION D A A Z {D-2p3rr�m}+B D S 762mm ► ATER FLOW INFO, STATIC PRESSURE... 67.0 PSI 10% SAFETY FACTOR ... 60.03 PSI RESIDUAL PRESSURE... 20 0 PSI FLOW ...... 1,500,0 GPM FROM: 04110114 DA TE- COACFRLA VALLEY WATER PHYSICAL CHARACTERISTICS OF COPPER TUBE, TYPES L AND IrA. SUE (hopes) O.C7. (Inches) I.D. (Ind+89) WALL THICKNESS ("dies) CROSS SECTION OF BMRE (in ) WEIGHT (loafn) TYPE L m L m L m L m L M 314 0,975 OZ75 0.785 OM OA45 0.0N 0.484 0.517 O 25 0.874 0.455 0.328 0.656 OA05 1 1.125 U25 1025 1.055 0A50 0.035 0.055 0.042 - 0.060 0.042 OA70 0A58 1 '"' t375 1.375 1.285 1.291 -1257 t3O9 0.854 0.682 1 j° 1.625 1.625 1505 t527 1.779 IA22 1.140 0.940 1.76D 1460 2 2.12E 2.125 1985 2.009 _ 3.095 3.170 2- 2.625 2.625 2A65 2A95 0.080 0.06i5 4.773 4290 2480 2.030 3 3.12E 3.12E 2945 2981 OA90 0,072 6.M 6.980 3.330 2.680 4 4,125 4.125 3.90E 3.905 0.110 0.095 f T 978 12.163 5.380 4.660 BLAZEMASTER C.P. V.C. PIPE L7IMENSIC]NS SOR 13.5 (AS TM F442) INCHES (MILLIMETERS) NDMUVAL SIZE AVERAGE CD AVERAGE 10 .874 (22.2). LBS/FT 3 4' (200) L050 (26.7) 168 1'• (25.0) 1.315 (33.4) 1101 (28D) .262 1-114' (32.0) 1660 (42.2) 1394 (35.4) .418 .548 1-•112' (40.0) 2 • _ (50 0) 1900 (48O 1.598 (40.6) 2,375 (60.0) 2.003 (50.9 2.A (si5) 2951 (75.0) .859 1.257 1867 - 2-1/2' (65.0) 2,875 (73.0) 3• - (80.0) 3.500 (88.9) SCALE 118'=1'_o y+ 1/161"_1'-D 1" REER DISTAL. underground by other � NOTE 10, E'.LEV. TO OVERHEAD SPRINKLER 5T'STEM [ANDERCGROUND -1- RISER DETAIL S-IG'WN FOR FUR REFERANCE pNLY ALL PIPING SHOWN PMOR TO POC PROVIDE!? BY, a3A�(STALLED BY + DESICAED BY OTHERS �`- I ° CPVC ADDITIONAL NOTES +5' ELE - W!-IlTE ALUlbsINW DAME ACCESS DOOR (14-I/2' x 24') TO BE AV,STALLED W INTERIOR DRYWALL 1 "x24'�1GG7=55 TO CONCEAL SYSTEM RRBER 141r2 PANEL -- - To aL]1�1E5TIc T I -300 Pgl PRESSURE GAUGE IN -LINE CHECK VALVE � � I ' I I� CHEC< vALvF6 I RUBl3E*R FACED i TO I RQ.AG 4T I ON - I DOt-ESTIC CONTROL YALvET +1' ELEV. � I° GPVG CITY LIAT= R METER 1 -3'' E:LEY, 14. fi�VG 3r4' LATER METER IN6TALLER TO VERIFY LOCATION IN FIELD GROUND LINE a d A o 3 11/2' x I1✓2' PVG TO COPPER ADAPTER s� P CLIPPER K J C r S/TE PLA/�/ KALE 1/8°=1'-0' � If, �q� �- APPROVAL RIVERSI_OF COLIM FIRE DEPARTMENT �JA r1~:�f CASEi# LA9 •�� •C53F THL F-iRl� DEPT APPROVAL FOR PLANS VAtdC J-OR ONE YEAR-SUEUECT TO 170MPLIANCE WFPI APPLICABLE CODES DESIGN AND WSTALLA LION BY RESIDENTIAL r-4 SYSTEMS e 8085 EAST CRYSTAL DRIB►F ANAHEIM. CA 92807 TEL: 1-80Q-635-1656 FAX 714-666-2978 C-16# 786965 -1-E RECIPIENT OF THESE PLANS r4ERE5Y ACICNOL]L£DGr=5 THAT ALL PLA'�5, DETAILS, SPECIFICATIONS OR METH005 OF INSTALLATION CONTAINED IN TH15 SET OF PLANS 15 T�;E SCLE PROPERTY OF RESIDENTIAL FIRE $YSTEI"15 Inc_. AMID THAT ANY USE OF THIS SET OF PLANS 15 PROHIBITED AND IS A VIOLATION OF COPYRIGPTS LAWS LUITHOUT FIRST RECEIVING PERM155ION ♦"ROM RESIDENTIAL FIRE 5Y5TEM5 DEVELOPER: THOMAS WILLIAMS 2 HERMITAGE LANE LAGUNA NIGUEL, CA 92677 sva d c� N PROJECT TEAA41- PROJECT CONTACT: 08MIN C. PROJECT DIRECTOR: RUBEN H. PROJECT MANAGER: ANDREW G. LICEIVS'E STAMF G IY RE51D)= FIRE) t`z ; SYST 1;t ! j G-16 w 69ro �7 EXP_ V.30114 C` R 2 8 24�4 wu_%mco>.11 "fl a � {76p3� 886 SHEET TITLE: SITEPLAN, GENERAL NOTES f RISER DETAILS JOB # DATE 7490 4J14/14 SCALE SHEET: 1 f 8r =1' -0A 01 OF 03 L SCALE T-03. sEcrioNa SCALE; 3/16'-1'-O' TEMPERATURE K FACOR ORIFICE NP.T. F1416H 5YM[30L GOUNT MARFACTUREIR MODEL N. ESC. I CVR FINI5�€ DESCRIPTION C3EN51TY 0 38 RELIABLE R1 G49 R40(o 16 165, 4.9 4.9 1116' 112' Il2' BRASS WHITE WHITE WHITE FLAT CONCEALED RE5. RECE55ED PENDENT 005 0,05 ( } a VICTAULIC V2140 V2740 115' VICTAULIC V2708 V2708 VK300 200- 200' 5.C, 5.6 112' 1 1r2' I12" ill' WHITE BRASS UNITE NIA RECESSED PENDENT 0.15 Q 3 VIKINr, VK300 UPRIGHT ' o T0T4L= NOTES: -ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ 20'x20' MAX, ALL COMPARTMENTS WITH 2 OR MORE: RESIDENTIAL HEADS TO BE SPACED a@7 16'x16' MAX. - ALL PIPING TO BE 1" CPVC PIPE U.N.O. ALL DROPS TO HEADS TO BE 1" CPVC PIPE U.N.O - INDICATES CPVC PIPE - "'HYDRAULCALLY CALCULATED SYS A9 W SY57A41 AS SHO WN ON 4YE.L7AMS RESDENCE CO,WANYPRWTNO. -- DATED 4IF12M FOR 80-4X WA CRPR LA UWA CALFOW. 053 AT PAIVLRY CONTRA CT NO 7490 ISDE'SGEDTODXMRGEATARA7EOF 005 _ _GPM (I-/W) PER SO FT (M2) OF FLOOR AREA OER A MAXhLW AREA OF 400 UL F4 ) ZFT, (MP) WHEN a PPUED H7lti WATER AT TFE RATE OF 20 0 GPM (LIMN) AT 30.5 PSf (BARS) AT THE BASE OF THE W)ER !-POSE 5TRF4MALLOWANCF OF 50 GPM{LJMIN) IS,NCLUnED NV THE ABOVE OCCUPANCY CLASShRCA 77ON RESDENTIAL COMMODITY CLASSFICA710N RESESMAL MULE FA RL Y MANMIUM STORAGE HEIGHT N/A NSTALLED 6Y R1550 M7AL FIFE SYSTSiS WC SCALE: 3116'=er-0` F/RST FL 0017)1=1RE 5jl:'1'711AlCLjE17 P/P//9/G 1:L'AN HYDRAULICALLY CALCU -A TE'D SYSTEM 7H5 SYSTEM AS SHOWN ON WdLIJAMl9 F]EDENCE COMPANYPFWTN0 -- DATED 407/209 FaR 80-" NA 2M LA OWA CAI.EM 92M AT MDA CWPACTW. 7490 IS DEWMD TO DLSCHARGE AT A RATE OF 005 L7W (LM) PER SO FT. (Mg) OF FLOOR AfEA OVER A ,WA,Y9N4.r14f AREA OF 5I2 (2 !-E") 501-7 V) WHEN RffLEF WM WATER AT ThE RATE OF - 26.3 GPM (R,/w A T 253 PSI (BAiis4) AT TI-E BASE OF THE Rl55R HOSE S7REAM ALLOWANCE OF 50 GPM(L/hllBN) IS AC'LLUED IV THE AHO4E OCCUPANCY CLASSIF GOON REMEM14L COMMODINCLASSFJCATUV RESDRMC SNGLEFAM&Y IWAYMN STORAGE HHGHT NIA WTALLEDBY RESIDENAAL FIRE SYSTEMS INC. 1$T FLOOR RESIDENCE: 2,729 Sgft. 2�LLOOR RESIDENCE: 9651 CASTOTAL AREA:. 4,M st GARAGE: 1,011 SCA RESIDENTIAL SPRINKLER INSTALLATION GUIDE x x Y. Y Y x Y x r ELEVATION TO SPRINKLERS DEFLECTOR OF FROM Di STANCE DISTANCE ALLOWAM {x; OBSTRUCTION MAX- OBSTRUCION OF OF SIDE BOTTOM ABOVE (Y) LE5S THAN 1'-0" [304.Smm] o" I'-D' [304.6mm] TO LESS THAN 1'--6" [457.2mm] 0" 1'-6' [457.2mm] TO LESS THAN 2'-O" [$09,6mm] 1" [25.4mm] 2'-0" 1609,6mm] TO LE55 THAN 2'-6" [762.0mm] 1" [25.4mm] 2'-6" [762.Omm] TO LESS THAN 3'-O" [914.0mm] 1" [25.4mm] Y-O" [914.Omm] TO L£S$ THAN 3'-6" [1016.Omm] 3" [76-2mrn] S-6" [1016.Omm] Tfl LESS THAN 4'-D" [1219.2mm] 3" [76.3mm] I4'-0" [1219.Omm] TO LESS THAN 4'-6" [1371.6mm] 5" [127.0mm] 4'-6" [1371.6mm] TO LESS THAN 5'-C" [1524.Omm] 7" [127.0mml 5' -0" 11524.0mm] TO LESS THAN 5'-6" [1675.4mm] 7" [127.Omm] 5'-5" 11676.4mm] TO LESS THAN 8'-O" [1828.8mm] 7" [127.Omml 6'-C [1828.8mm] TO i-tSS THAN 8'-6" [198F.2mm] 9" [22B.6mm] 6'-6" [1981.2mm] TO LE55 THAN 7'-0" [2133-6mm] 11"[279.4mm] 7'-0" '2133.6mml AND GREATER 14`[355.6mm] OBSTRUCTION - D A A z (O-8"J+B D 5 30" A2(D-203mm)+B D5762mm arc Nfc llc DESIGN AAIDINSTALLA7laVBY' PER NFRA 13D, 2CM3 5,2.5.7- 5HIADOIU AREAS 5NALL 15E PERMITTED IN THE PROTECTION AREA OF A 5PRINKLER A$ LONG AS THE GUr-UL ATIVE DRY AREAS DO NOT EXCEE I5� (I.4 0 PER SPRINKLER. 8.3.2 SPRINKLERS 514ALL NOT SE REQUIRED BATHROOIMS UNDER 55� AND LE55. S_3.3 5PRINKLER SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, ARID PANTRIES THAT h�EET ALL OF -HE FOLLOWIIx CONDITIONS: (I) THE AREA OF THE 5P4GE DOE5 NOT EXCEED 24 (2) THE LEAST DIMEN51ON DOES NOT EXCEED 3 FT. (3) THE WALLS AND CEILING5 ARE 51URFAGED WITH NONCOM5U5TIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 0-34- RESIDENTIAL 5PRINKLER5 SHALL NOT BE REQUIRED IN DETACHED GARA.GE5, OPEN ATTACHED PORCHE5, CAFFORT5AIND 5IMILAR 5TRUCTURE5- FIRE SYSTEMS INC. 8-3.5 SPRIWLER5 SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT 5TORAGE, PENTHOU5E EQUIPI''1ENT ROOM5, EVEVATOR MACHINE 8085 EAST CRYSTAL DRIVE ROOM6, CONCEALED SPAGES DETICATED EXCL1,15IVLT TO AND ANAHEIM, CA 92807 CONTAINING CNLT DWELLI% UNIT VENTILATION EQUIPMENT FLOOR/ TEL: 1-800-635-1656 CEILING SPACES, ELEVATOR SHAFT5, CRAWL 5PACE5, ANIJ OTHER FAX: 714 666-2978 CONGEALED SPACES T�4AT ARE NOT USED OR INTEK)ED FOR C-16# 78696!5 LIVING 5PAGE5. 6.3.5.1 5UCH 6PACE5 THAT CONTAIN NEL•FIRED EQUIPMENT SHALL AL50 COMPLY WITH 8.3.5.1.1 OR 8.3.5.12. THE RECIPIENT OF THESE: PLANS HEREE3Y AGICN0WLEDGE5 THAT ALL PLANS, DETAILS, 8,3.5.IJ WHERE THE FUEL -FIRED EQUIPMENT 15 AE0VE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL INSTALLATION r1ETHOpS OF IN9TALLATIQIN CONTAINED CON IN BE REQUIERED. 1N TH15 SET OF PLANS 15 THE: 50LE PROPERTY OF RE51DE:NTIAL FIRE 8.3.5J,2 WHERE FUEL -FIRED EQUIPMENT 15 BELOW OR ON THE 5AHE LEVEL AS OCCUPIED AREAS OF THE DWELLING, AT LEAST ONE QUICK-RE5PON5E SYSTEMS Inc.. AND THAT ANY USE OF INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE INSTALLED THIS SET OF PLANS 15 PROF 151TED ABOVE THE EQUIPMENT OR AT THE W4LL SEPARATINCT I+E 5PACE WITH WITH THE FUEL -FIRED EQUIPMENT FROM THE OCCUPIED 5PACE, AND 15 A VIOLATION OF COPYRIGHTS I_AW5 WITHOUT FIRST RECEIVING I55ION1 FROM RESIDENTIAL FIRE SPRINKLERS SHALL N0- BE REQUIRED IN COVERED UNHEATED PROJECTION5 OF THE BUILDINCs AT ENTRANCE5IEX'T5 A5 LONG A5 6Y5T 1 STEMS THERE 15 ANOTHER MEANS OF EGRESS FROM THE DWELLI% XT. I i L 9 DEVELOPER THOMAS WILLIAMS 2 HERMITAGE LANE LAGUNA NIGUEL, GA 92677 PROJECT TEAM -- PROJECT CONTACT- OSMIN C. PROJECT DIRECTOR: RUBEN H. PROJECT MANAGER- ANDREW G. LICENSE STAMP FRR86IL FfiRrm � r E P.1i13�114 � G>�L"�Q SHEET TITLE` FIRST FL 0OA9 FIRE SPI 7INCLEr9 PIPING FLAN f SECTION JO$ # DATE- 7490 4/14/14 SCALE- SHEET, 311614-0' 02 OF 03 SECT/D�J O T,P. T.G.S. sEcrioN C SCALE 3/16°-1'-O' 5T_ L COUNT MANUFACTURER H-OD-E-F-1 51N. TEMPERATURE K FACTOR ORf CE Rfl FINI54 E5G.1 CYR. FNI51-I DE5GRIRPIC1 DEN51TY as 35 RELIABLE R2FC49 RAoro 10 165, 4,9 1116" 112' 5RA55 WHITE FLAT CONGEALED 0.05 5 ACTAULIC Y2140 V2140 115` 4.9 1/16' 1/2' WHITE WHITE RE5, R2ECE55ED PENDENT 0-05 jgg I ACTAULIC v2105 V2708 200• 5.6 112' 112' WHITE WHITE fRECE55ED PENDENT 0.15 3 VIKING VK300 VK300 200' 56 1/2' 1/2' BRASS NIA UPRRICxHT 0.10 T.P. o.S. _. ,-01... 5m TOTAL EMOTES: -ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ 20'x20' MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED @ 16'x16' MAX. - ALL PIPING TO BE V CPVC PIPE U.N.Q. - ALL DROPS TO HEADS TO BE 1" CPVC PIPE U.N.O I - INDICATES CPVC PIPE: 1ST FLOOR RESIDENCE: 2,729 sglL 2ND FLOOR RFSIDENCE-. 981 sgfL CASITk 495 sq(L TOTAL AREA 4,185 sqA. GARAGE.' 1,011 sgfL RESIDENTIAL SPRINKLER INSTALLATION GUIDE x x Y Y � T x r x Y ELEVATION TO SPRINKLERS DEFLECTOR OF FROM DISTANCE DISTANCE ALLOWABLE (X) OBSTRUCTION MAX. OBSTRUCION OF OF SIDE BOTTOM ABOVE (Y) p" LESS THAN 1'-0" [304.8mmj 1'-D" [304.8mm] TO LESS THAN 1'-6" [457.2mm] 0" 1'-6" [457.2mm] TO LESS THAN 2'-0" [609.6mm] 1" [25.4mm] 2'-0" [609.6mm] TO LESS THAN 2'-6" [752.0mm] 1" [25.4mm] 2'-6" [762.Omm] TO LESS THAN 3'-0" [914.0mm] 1" [25.4mm] 3'-0" [914.Omm] TO LESS THAN 3'-6" [1016.Omm] 3" [76.2mm] 3'-6" [1016.0mm] TO LESS THAN 4'-0" [1219.Zmm] 3" [76.3rnm] 4'-0" [1219.Omm] TO LESS THAN 4'-6" [1371.6mm] 5" [127.0mm] 4'-6" [1371,5mm] TO LESS THAN 5'-0" [1524.9mm] 7" [127.Dmm] 5'-0" [1524.Umm] TO LE$S THAN 5'-6" [1676.4mm] 7" [127.Omm] 5`-6" [1676.4mm] TO LESS THAN 6'-O" [1828.$mm] 7" [127.Orrm] 6'-C" [1828.5mm] TO LESS THAN V-6" [1981.2mm] 9" [228.6mm] 6'-6" [1981.2mm] TO LESS THAN 7'-0" 12133.6mm] 11"[279.4mm] 7'-O" [2133.6t"m] AND GREATER 14"[355.6mm] s OBSTRUcrloN D A A k (D-203mm)+13 0 5 752mm PER NIFIPA 13D, 2013 DE916NAAID INS TALLA770M5Y' 8.2.5.7= SHADOW AREA5 SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREAS ISO NOT EXCEE 15� 0A m) PER SPRINKLER, ....:. 83-2 SPRINKLERS 5HALL NOT BE REQUIRED BATHROOM5 UNDER 550 AND LE55. 5.3.3 SPRINKLER SHALL NOT BE REQUIRED IN CLOTHES CL05ET5, LINEN GL05ET5, AND PANTRIE5 THAT MEET ALL OF THE FOLLOWING CONDITIONS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24* (2) THE LEAST DIMEN5ION DOES NOT EXCEED 3 FT. (3) THE WALL5 AND CEILINGS ARE a19--ACED WITH NONCOMBUSTIBLE OR LIMITED-COMBU57i15LE MATERIALS A5 DEFINED IN NFPA 220 RESIDENTIAL 83.4, SPRINKLERS SMALL NOT BE RERIIIRED IN DETACHED GARAGES, OPEN ATTACHED PORZGHE5, CARAORT6AND 51MILAR 5TRUCTURES. FIRE STEMS b 5.3.E 5PRINKLER5 SHALL NOT BE REQUIRED IN ATTIC5 WITH OR WITHOUT 5TORAGE, F'ENTPOL6E EQUIPMENT RDOM5, ELEVATOR MACHINE 8085 EAST CRYSTAL DRIVE ROOMS, CONCEALED 5F'ACE5 DETICATED EXCLU5IVLY TO AND ANAHEIM, CA 92807 CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, FLOOR/ TEL: 1-800-635--1656 GEIL INC3 SPACES, ELEVATOR SHAFTS, CRAU,L SPACES, AND OTHER FAX; 714-666-2978 CONGEALED SPACES THAT ARE NOT USED OR INTENDED FOR C-16* 786965 LIVING SPACES. 5.35.1 SUCH 5PACE5 THAT CONTAIN FUEL -FIRED EQUIPMENT SHALL AL50 COMPLY WITH 8.3.5.1.1 OR 835-12. THE RECIPIENT OF THESE PLAN5 ALL HEREBY ATAILS,LEDCIFI SPECTIHATIFICATIONS PLANS, OR INS 8.3.Ea.1.1 WHERE THE FUEL -FIRED EQUIPMENT 15 ABOVE ALL OF THE OCCUPIED AREA5 OF THE: DWELLING UNIT, NO SPRINKLER PROTECTION &PALL S OF INSTALLATION METHODS OF INISTALLATEON CDNITAINE❑ 6E REQUIERED IN THIS SET OF PL.AN5 15 THE SOLE PROPERTY OF R2E50ENTIAL FIRE 8.3.5.12 WHERE FUEL -FIRED EQUIPMENT 15 BELOW OR ON THE SAME LEVEL A5 OCCUPIED AREA5 CF THE DWELLING, AT LEAST ONE QUICK-RE5PON5E 5Y5TEMS Inc- AND Tq'4T ANY U5E OF INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE INSTALLED TP15 5ET OF PLAN,5 15 PROHIBITED A50VE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH WITH THE FUEL -FIRED EOUIPMENT FROM THE OCCUPIED SPACE, AND 15 A VIOLATION OF C;0FYRI6HT5 LAWS WITHOUT FIRST RECEIVING 83.(o 5PRiWJ_ER5 SHALL NOT BE REQUIRED IN COVERED UNHEATED E58ION FROM i RESIDENTIAL FIRE PROJECTION5 OF THE BUILDING AT ENTRANCE5IEXIT5 A5 LONG A5 Y5TEt`15 6YST THERE 15 ANOTHER MEANS OF EGRE55 FROM THE DWELLING UNIT. DEVELOPER; THOMAS WILLIAMS 2 HERMITAGE LANE LAGUNA NIGUEL, CA 92677 FR0JEC7- TEAM- -PROJECT CONTACT OSMIN C. PROJECT DIRECTOR: RUBEN H. PROJECT MANAGER: ANDREW G. DELTA REV[51Gs45 DATE LICENSE STAMF RESIDEN I L QIRE _A 5YST I �0 �I EXP. 11/30/14 °� c 0 SHEET 777ZE SECOND FL009FIRE SPRINKLER FIFING FLAN f SECTION JOB # DA TE: 7490 4/14/14 I SCALE.- SHEET 3/W=1'-9' 03 OF 03 I SECOND /:L 0017)4=1R_=_ SPR/NKLE.9 P/P/NG PLAN SCALE 3116-1-o -•--.i.�--«+R+.r•�r�,w,.....- f- -n�-�� .�_. ..�R.. .-w��..�wF1e. 114m n.�1. Y.. �.�..w.......--way _- - _ _ - _ _ - _ _ _ _ _•+r�+a."--.�--+.'.r4'+�.n.--++.+...Jw..n.r-----__--�'-..�-rl��---'--•---..r-._-.- .. -_ ....��i..--..�-rw� r Z Residential Connection Charge Estimate PZ14-54 Date: April 22, 2014 Customer Name: WILLIAMS, JAMES Phone No. 949-350-2833 Parcel No. 777-180-010 Geo. 06-07-09-3 Address: LQ$0-4w -J-a-� LID: Block No. Lot No. 185 Size of Lot: 16,553 sq. ft. Tract No. 29894-2 Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ 4,944.18 Acres: 0.38 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 2,436.00 Treatment: $2,436/edu collection: $2,415/edu Meter: $ - Meter Size: ` y inch Meter surcharge: $ - Service Size: inch `--� Service: Meter & Service: $ - /Z / - ,S 6_� Backflow: $ _L z.'3` 3Z, Other: $ - (see explanation below) Sewer Lateral: $ - Total: $ 7,380.18 Other: Abandon / Relocate Sys a Information Supplied By Customer Domestic Water Demand* Max. Flow= Min. Pressure= Fire Sprinkler Demand* Max. Flow= Min. Pressure= System Type 31. ,Wm m fif psi 31.3 gpm 32 psi Multi ❑ Stand Alone ❑ * CVWD USES WORST CASE CONDITION CVWD System Data G9'-, - 4&37Service Connection** e,>s-- Alf Max. Flow*=-- 3�.3 gpm. Inlet Pressure= psi 3x 1 Outlet Pressure= A* psi Meter Size = inch Service Size= Inch ** For Calculation Purposes- Service Connection Includes:°� Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: TRACT 29894-2, THE HIDEAWAY, SPECIAL AGREEMENT, ONLY PAYS THE TFC OF THE SCC AND NO WSBFC. PAYS METER FEES & SWSC. 1" DOMESTIC WASTER SERVICE & 4" SEWER LATERAL Technician: CAROL PFANNKUCHE Approved by: Date: cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 4/13) Coachella V211c$ Water District Post ®mace Box 1058, Coachella 92236 75-515 Hovley Lane East, Palm Desert 92211 Sewer Charge Residential Commercial Area # 41 $28.05 $1.23 � M #80 $24.50 $1.07 Area #81 $27.65 $1.20 Area#50 $32.40 $1.43 Area #51 $31.85 $1.41 Area #55 $29.05 $1.23 Multiple Dwelling Unh Minimum Meter Size 2-3 Units Y4-inch meter 4-8 Units 1-inch meter 9-20 Units 1Yz-inch meter 21-40 Units 2-inch meter inr�'-s�i - onn Water C- $2,4300 CS Sin le Fami $3,707.00 $4,851.00 Hotel $1,853.50 $2,425.50 MH Park $3,707.00 $4,851.00 RV Park $1,853.50 $970.20 Apartments $3,707.00 $4,851.00 SupPlemontai Water Suouly Charae mentTa Cost r Acred $11,742 - _ $1,803 $8833 MM 540 412 MoEels e Apartments & Conde Business Offices arl{$VBba kcwnti3r Public5choollLfbra Mobile Horneifraifer Park :.N61IIS �Areai __ tndustrW/Commercial Park L34R �+s $3.808 Self Stor a Facilities $1,587 CVWD USE ONLY: Account Number: DOMESTIC WATER SERVICE REQUEST - RESIDENTIAL tNkjWM,'4r) * Indicates required Information to process your service request. (-)(, n-7,?P - A t . El ill Water Sewer Other Type of Service Requested Service Address Street: 80-W via Psaarr Service Address City and Zip Code: Le Gulft. Ca Zip Code: 90063 • Assessor's Parcel Number 777-180-010 Lot number: 185 jill ma llfflm�' Last Name: w1IWM First Name - Middle Initial: James T Spouse: juos Melling Address: 12 KmWbp Lwe City, State and Zip Code: Laguna Niguel State: ca Zip Code: 92677 Phone Number. Home- 90 493-1700 Work:949 x000s Fox Number: E-Mall Address: t pf *Emergency Contact Name Ronald Arlhur *Contact Number: Werk: Cell: NO 3W2M Fax Number-. E-Mall Address: Runs1dAothur@c=.n@t ~10- 01 0,111 *Maximum Flow at Motor (in gallons per minute): IN-40"PAt *Domestic Water Demand *Minimum Pressure Required at Motor (in pounds per square inch): 4tZ jf5j, *Fire Sprinkler Demand *Maximum Flow at Meter (in gallons per mlnute):31.3 GPM *Minimum Pressure Required at Meter (in pounds per square Inch): 32 psi *Type of System Multipurpose System (Combined Domestic & Fire System) Ej Stand Alone System (Separate Domestic &Fire Systems) (please check one) i' . , . - - , . wr.. y 5X! M' 04' �0`15M 1 n 5 4 r5 Prop" Owners are responsible for payment of water hills. Owners may authorize tenants to receive and pay the bill, however, responsibility for the account remains with the Property Owner. By signing this document, I certify I am the legal landowner or designee of the property Identified as the service address above, all Information is true and correct, and acknowledge and agree to all terms on the back of this form. I assume all responsibility for any bilk, costs, loss, damage, or fees associated with water service regardless of user or use. Upon termination of the tenant's account, the account will automaticalIV revert to the owner's name. I understand all bills are due and pay" within 25 days of billing, and a I Ya % interest charge b" e assessed against all delinquent bills. At time of meter Install monthly water and sewer service fees will commence. flnitlal=- I Previous Service with CVWD (address and dates of service): &' 76 430 Fairway Drive, 1W Jan 2014 *Owner Signature: / *Date Signed: Tenant Signature: Date Signed: COACHELLA VALLEY WATER DISTRICT, POST OFFICE BOX 2058, COACHELLA, CA 92236(760) 391-96W Fax (760) 398-3190 customerserAce@cwid.org WS-28DS-Rev. 10112 Z Residential Connection Charge Estimate pz14-5410 Date: April 23, 2014 Customer Name: lames Williams Phone No. (949) 350-2833 Parcel No. 777-180-010 Geo. 06-07-09-3 Address: 80460 Via Pessaro, LQ LID: Block No. Lot No. 185 Size of Lot: _16,553 sq. ft. Tract No. 29894-2 Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ 4,944.18 Acres: 0.38 SWSc:.$13,011.00 /acre WSBFC: $ - — SCC: $ 2,436.00 Treatment: $2,436/edu collection: $2,415/edu Meter: $ 390.00 Meter size: 3/4 inch Meter surcharge: $ - service Size: 1 inch Service: $ - Meter & Service: $ - Backflow: $ - Other: $ - (see explanation below) Sewer Lateral: $ - Total: $ 7,770.18 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Max. Flow= Min. Pressure= Fire Sprinkler Demand* Max. Flow= Min. Pressure= System Type: Multi 31.6 gpm (Static)62 psi 31.3 gpm 32 psi Stand Alone ❑ * CVWD USES WORST CASE CONDITION Service Connection" Max. Flow*= 31.3 9Pm :G Inlet Pressure= 67 psi Outlet Pressure= 34 Psi �- Meter Size = 3/4 inch Service Size= 1 inrh ** For Calculation Purposes- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Special Agreement, No WSBFC, only treatment of SCC, & SWSC, 1" domestic service is existing & 4" sewer lateral is existing, Thae Hidwaway, . Technician: Carol Pfannkuche Approved by: Date: CY cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 4/13) DATE: 4/17/2014 S:\P Drive\76)-Williams Residence\Fire Spriklers\Calcs\1 HD.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR WILLIAMS RESIDENCE LA QUINTA, CALIFORNIA 80-460 VIA PESSARO 1 HEAD CALC PANTRY Date: 4/17/2014 File No: 7490 Data File Name: 1 HD.rdf SPRINKLER SPACING 400.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8..0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc Pend.(20x20) K=4.90 -Ca-l-culat-ed -K-Factor -for -Arm--Ove-rs -&--_D-r-ops-:--- -- -- - 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: 1/20/14 By: C.V.W DISTRICT Static: 53.6 psi Resid: 20.0 psi F1ow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.3 14 25.0 53.6 47.1 1 20.0 18.3 14 25.0 53.6 47.1 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT DATE: 4/17/2014 S:\P Drive\74'Williams Residence\Fire Spr'�klers\Calcs\1 HD.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS - __*_- 1 _ sprinkler- -_flowing * 1_ s-prinklers flowing- FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ------------------------------------ 1 1 21.00 BG ---- -4.0 SRCE ---- 25.0 4.53 47.1 ---- 25.0 4.55 47.1 150 2 0.995 6.0 ---- -3.0 ---- ---- 0.17 0.43 42.2 ---- 0.17 0.43 42.2 2 2 75.00 3L -8.0 -3.0 ---- ---- 25.0 1.71 42.2 ---- 25.0 1.71 42.2 150 3 1.598 27.0 ---- -3.0 ---- ---- 0.02 0.00 32.5 ---- 0.02 0.00 32.5 3 3 5.00 LR ----- -3.0 ----- ---- 25.0 0.27 32.5 ---- 25.0 0.27 32.5 150 4 1.505 7.0 ---- 1.0 -5 5 0.02 1.73 30.5 5 0.02 1.73 30.5 4 4 9.00 2LB2R - - 1.0 -5 5 20.0 2.04 30.5 5 20.0 2.04 30.5 150 5 1.101 21.0 ---- 5.0 ---- --- 0.07 1.73 26.7 ----- 0.07 1.73 26.7 5 5 5.00 R ---- 5.0 ---- ---- 20.0 0.41 26.7 -- -- 20.0 0.41 26.7 150 6 1.101 1.0 ---- 10.0 ---- - - 0.07 2.17 24.1 ----- 0.07 2.17 24.1 6 6 6.20 2L ---- 10.0 ---- ---- 20.0 1.37 24.1 ---- 20.0 1.37 24.1 150 7 1.101 14.0 -- - 10.0 ---- ---- 0.07 0.00 22.7 ----- 0.07 0.00 22.7 7 7 -44.50 2E2LB3R 10. 0 .- -- ---:- 8-.-8- 1.02- 22.7- ---- -8.8 1.-02- 22.7 150 8 1.101 24.0 ---- 10.0 ----- ---- 0.01 0.00 21.7 ---- 0.01 0.00 21.7 8 7 62.20 2E5LB6R ---- 10.0 --------- 11.2 2.56 22.7 ---- 11.2 2.56 22.7 150 9 1.101 48.0 =---- 10.0 ---- --- 0.02 0.00 20.2 ---- 0.02 0.00 20.2 9 9 11.40 B ---- 10.0 ---- ---- 2.2 0.02 20.2 ---- 2.2 0.02 20.2 150 10 1.101 5.0 -- - 10.0 ---- --- 0.00 0.00 20.2 --- 0.00 0.00 20.2 10 10 11.50 2E2BR - -- 10.0 ---- ---- -8.8 0.37 20.2 -- - -8.8 0.37 20.2 150 11 1.101 13.0 10.0 ---- ---- -0.01 0.00 20.5 --- -0.01 0.00 20.5 11 10 30.60 2R ---- 10.0 ---- ---- 11.0 0.73 20.2 _--- 11.0 0.73 20.2 150 12 1.101 2.0 ---- 10.0 -- - ---- 0.02 0.00 19.4 ---- 0.02 0.00 19.4 12 12 8.60 2L2R ---- 10.0 ---- ---- 11.0 0.55 19.4 ---- 11.0 0.55 19.4 150 13 1.101 16.0 ---- 10.0 ---- - -- 0.02 0.00 18.9 ---- 0.02 0.00 18.9 13 13 2.70 B ---- 10.0 ---- ---- 20.0 0.52 18.9 ---- 20.0 0.52 18.9 150 14 1.101 5.0 ---- 10.0 4.67 20.0 0.07 0.00 18.3 20.0 0.07 0.00 18.3 14 13 3.90 R --- 10.0 ----- ---- -9.0 0.08 18.9 ----- -9.0 0.08 18.9 150 15 1.101 1.0 -. - 10.0 ---- ---- -0.02 0.00 18.9 - -- -0.02 0.00 18.9 15 15 4.90 B - -- 10.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 18.9 150 16 1.101 5.0 ----- 10.0 ----- ------ 0.00 0.00 18.9 ---- 0.00 0.00 18.9 16 16 3.10 LB ---- 10.0 ----- ------ 0.0 0.00 18.9 ---- 0.0 0.00 18.9 150 17 1.101 12.0 ---- 10.0 ----- ---- 0.00 0.00 18.9 ---- 0.00 0.00 18.9 DATE: 4/17/2014 S:\P Drive\74'-'\-Williams Residence\Fire Spr")klers\Calcs\1 HD.rdfPage 3 17 16 12.80 LBR ---- 10.0 ----- ---- 0.0 0.00 18.9 ----- 0.0 0.00 18.9 150 18 1.101 13.0 ---- 10.0 ---- ---- 0.00 0.00 18.9 ---- 0.00 0.00 18.9 18 15 37.80 2EL4R 10.0 ---- ---- -9.0 0.79 18.9 ---- -9.0 0.79 18.9 _1-5-0 l 9 1 . 01._ 13 . 0 - - - - 10.0 _ - _ ---- _-0.02 - 0.00 _19. 7_ -0.02 0 . 00_ 19 .7 19 19 0.90 B ---- 10.0 ---- ---- -9.0 0.09 19.7 ---- -9.0 0.09 19.7 150 20 1.101 5.0 - - - - 10.0 -- - ---- -0.02 0.00 19.8 ---- -0.02 0.00 19.8 20 20 15.80 150 9 1.101 B2R -- 10.0 ---- ----- -9.0 0.35 19.8 ---- -9.0 0.35 19.8 7.0 -- 10.0 ---- ----- -0.02 0.00 20.2 ---- -0.02 0.00 20.2 21 8 10.00 L -- - 10.0 ---- ---- 8.8 0.25 21.7 ---- 8.8 0.25 21.7 150 21 1.101 7.0 -- 20.0 ---- ---. 0.01 4.33 17.1 ---- 0.01 4.33 17.1 22 21 8.20 2L ----- 20.0 ----- - -- 8.8 0.33 17.1 ---- 8.8 0.33 17.1 150 22 1.101 14.0 ---- 20.0 ----- ---- 0.01 0.00 16.8 - - 0.01 0.00 16.8 23 22 9.30 B ---- 20.0 ---- ----- 6.6 0.12 16.8 ---- 6.6 0.12 16.8 150 23 1.101 5.0 ----- 20.0 ---- ---- 0.01 0.00 16.7 ---- 0.01 0.00 16.7 24 23 3.50 B ---- 20.0 ---- ---- 8.8 0.13 16.7 -- 8.8 0.13 16.7 150 24 1.101 5.0 ---- 20.0 - -- -- - 0.01 0.00 16.5 -. -- 0.01 0.00 16.5 25 24 10.00 2L 20.0 ---- ---- 8.8 0.36 16.5 ---- 8.8 0.36 16.5 150 11 1.101 14.0 ---- 10.0 ---- ---- 0.01 4.33 20.5 ---- 0.01 4.33 20.5 26 23 3-0-. 5 0 - - 2 L3 R- 20. 0- --- ---- -2.3- -0 . 0-6 16.7 ----- -2.3-- - -0-0-6 16.7 150 25 1.101 17.0 ---- 20.0 ---- -- 0.00 0.00 16.7 -- - 0.00 0.00 16.7 27 25 13.80 LBR ---- 20.0 -- - 0.0 0.00 16.7 ---- 0.0 0.00 16.7 150 26 1.101 13.0 ---- 20.0 --- --0.00 0.00 16.7 --- 0.00 0.00 16.7 28 25 14.80 150 27 1.101 LR ---- 20.0--- ---- -2.3 0.03 16.7 ---- -2.3 0.03 16.7 8.0 20.0 -- - -- 0.00 0.00 16.8 ---- 0.00 0.00 16.8 29 27 0.70 B ----- 20.0 ----- ---- 0.0 0.00 16.8 ---- 0.0 0.00 16.8 150 28 1.101 5.0 ---- 20.0 ----- 0.00 0.00 16.8 ---- 0.00 0.00 16.8 30 27 25.90 2E5R ---- 20.0 ----- ------- -2.3 0.04 16.8 -- - -2.3 0.04 16.8 150 22 1.101 7.0 ---- 20.0 ----- ----- 0.00 0.00 16.8 - -- 0.00 0.00 16.8 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVIv, X= X, Y= DATE: 4/17/2014 S:\P Drive\ 7 4/--')-Williams Residence\Fire Sp%'�klers\Calcs\1 HD.rdfPage 4 The maximum velocity of water flow occurs in pipe 1 at 10.30 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.32 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 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 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 AngVly Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 14.00 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 .-505 -2 . 00 -4:-0-0 - 9. 00 -- 3 ,-00 3 .-0-0 -1-0.-0-0 -- 0-.-0-0 -0. 0-0 0.-00 - -0. 0-0 - Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.16 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 4/17/2014 S:\P Drive\74,00"*)-Williams Residence\Fire Sp100)klers\Calcs\1 HD.rdfPage 5 WATER SUPPLY CURVE 60.0 54.0 C P 48.0 R 'D E 42.0 S S 36.0 U R 30.0 E { 24.0 P 18.0 S I 12.0 ) I . s 0.0 - I I I 1 04 8 12 16 20 24 28 32 36 FLOW (GPM) Static = 53.6 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 53.6 psi @ 25.0 gpm 53.6 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 47.1 psi @ 25.0 gpm 47.1 psi @ 25.0 gpm ,e DATE: 4/17/2014 S:\P Drive\74,'_�Williams Residence\Fire Spr/_�klers\Calcs\2 HD.rdfPage 1 RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDEN'T_IAL__ SPRI.NKLER.SYSTEM HYDRAULICS CALCULATION REPORT FOR WILLIAMS RESIDENCE LA QUINTA, CALIFORNIA 80-460 VIA PESSARO 2 HEAD CALC MEDIA ROOM Date: 4/17/2014 File No: 7490 Data File Name: 2 HD.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 Arm--Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Intl. 1 Tee) 0.0 ft. x 0.874 in. Arm -Over: K=4.67 (Intl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 1/20/14 By: C.V.W DISTRICT Static: 53.6 psi Resid: 20.0 psi F1ow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press Flowing Flow (psi) 1 13.0 7.7 2 13.0 7.7 REVIEWING AUTHORITY RIVERSIDE COUNTY FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 18 18.0 53.6 29.9 18 31.3 53.6 46.3 DATE: 4/17/2014 S:\P Drive \74'� Williams Residence\Fire Sp-�klers\Calcs\2 HD.rdfPage 2 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1-_s_prinkler f,low-ing_- *_ ,2--sprinklers flowin-g FIXD P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 21.00 BG ---- -4.0 SRCE ---- 18.0 2.47 29.9 ---- 31.2 6.86 46.3 150 2 0.995 6.0 ---- -3.0 ---- ---- 0.09 0.43 27.0 ---- 0.25 0.43 39.0 2 2 75.00 3L -8.0 -3.0 ---- ---- 18.0 0.93 27.0 ---- 31.3 2.58 39.0 150 3 1.598 27.0 ---- -3.0 --- -- 0.01 0.00 18.1 - - 0.03 0.00 28.5 3 3 5.00 LR ----- -3.0 ---- ---- 18.0 0.15 18.1 ---- 31.3 0.41 28.5 150 4 1.505 7.0 -- 1.0 -5 5 0.01 1.73 16.2 5 0.03 1.73 26.3 4 4 9.00 2LB2R ---- 1.0 -5 5 13.0 0.92 16.2 5 26.3 3.38 26.3 150 5 1.101 21.0 -_- 5.0 ---- ----- 0.03 1.73 13.6 ---- 0.11 1.73 21.2 5 5 5.00 R ---- 5.0 ---- ---- 13.0 0.18 13.6 ---- 26.3 0.68 21.2 150 6 1.101 1.0 ---- 10.0 ---- ---- 0.03 2.17 11.2 ---- 0.11 2.17 18.4 6 6 6.20 2L ---- 10.0 ---- ---- 13.0 0.62 11.2 ---- 26.3 2.27 18.4 150 7 1.101 14.0 ---- 10.0 ----- ---- 0.03 0.00 10.6 ---- 0.11 0.00 16.1 7 7 44.50 2-E2LB3R - - - - 1-0.1 ----- ---- 5.7- -0.46 1-0.6 ---- 11.-6 1.-69 1-6.1-- 150 8 1.101 24.0 ---- 10.0 0.01 0.00 10.1 ---- 0.02 0.00 14.4 8 7 62.20 2E5LB6R ---- 10.0 ---- ---- 7.3 1.16 10.6 ----- 14.7 4.24 16.1 150 9 1.101 48.0 ---- 10.0 ---- ---- 0.01 0.00 9.4 ------ 0.04 0.00 11.9 9 9 11.40 B ---- 10.0 ---- ---- 1.2 0.01 9.4 ---- 2.4 0.02 11.9 150 10 1.101 5.0 ---- 10.0 ----- ---- 0.00 0.00 9.4 ---- 0.00 0.00 11.8 10 10 11.50 2E2BR ---- 10.0 ---- ------ -5.7 0.16 9.4 ---- -11.6 0.60 11.8 150 11 1.101 13.0 ---- 10.0 ---- ---- -0.01 0.00 9.6--- -0.02 0.00 12.4 11 10 30.60 2R ---- 10.0 ----- - 6.9 0.31 9.4 ---- 14.0 1.14 11.8 150 12 1.101 2.0 ---- 10.0 ---- ----- 0.01 0.00 9.1 ----- 0.04 0.00 10.7 12 12 8.60 2L2R 10.0 ---- ---- 6.9 0.23 9.1 ---. 14.0 0.86 10.7 150 13 1.101 16.0 10.0 ---- ---- 0.01 0.00 8.9 ---- 0.04 0.00 9.8 13 13 2.70 B ---- 10.0 ---- ---- 0.0 0.00 8.9 ---- 0.0 0.00 9.8 150 14 1.101 5.0 ---- 10.0 ---- ---- 0.00 0.00 8.9 ---- 0.00 0.00 9.8 14 13 3.90 R - -- 10.0 - -- ---- 6.9 0.05 8.9 -- 14.0 0.17 9.8 150 15 1.101 1.0 ---- 10.0 ---- ---- 0.01 0.00 8.8 -- - 0.04 0.00 9.7 15 15 4.90 B ---- 10.0 _--- ---- 13.0 0.30 8.8 ---- 26.3 1.11 9.7 150 16 1.101 5.0 ---- 10.0 ---- ---- 0.03 0.00 8.5 ---- 0.11 0.00 8.5 16 16 3.10 LB -- 10.0 ---- ---- 0.0 0.00 8.5 ---- 13.3 0.48 8.5 150 17 1.101 12.0 --- 10.0 4.67 ---- 0.00 0.00 8.5 13.3 0.03 0.00 8.1 DATE: 4/17/2014 S:\P Drive \741"�Williams Residence\Fire Spi/-)klers\Calcs\2 HD. rdfPage 3 17 16 12.80 LBR ---- 10.0 ---- ---- 13.0 0.79 8.5 ------ 13.0 0.79 8.5 150 18 1.101 13.0 ---- 10.0 4.67 13.0 0.03 0.00 7.7 13.0 0.03 0.00 7.7 18 15 37.80 2EL4R ---- 10.0 ---- ----- -6.1 0.38 8.8 ---- -12.3 1.40 9.7 15,0-- 19_ -1-10-1--------- -1.3._._0_-L.- - 10- 0 ---- 0 . 01 .0 . 0.0- -9.. 2 --- - ,.0_.--0.3_--_0-0.0_.1_L_1_-_ ,-- 19 19 0.90 B ---- 10.0 ---- ---- -6.1 0.04 9.2 ---- -12.3 0.16 11.1 150 20 1.101 5.0 ---- 10.0 ---- ----- -0.01 0.00 9.3 ---- -0.03 0.00 11.2 20 20 15.80 B2R ---- 10.0 ---- ---- -6.1 0.17 9.3 ---- -12.3 0.63 11.2 150 9 1.101 7.0 ---- 10.0 ---- ---- -0.01 0.00 9.4 ---- -0.03 0.00 11.9 21 8 10.00 L ---- 10.0 ---- ---- 5.7 0.11 10.1 -- 11.6 0.42 14.4 150 21 1.101 7.0 --_- 20.0 ---- -- - 0.01 4.33 5.7 ----- 0.02 4.33 9.7 22 21 8.20 2L ---. 20.0 ---- ---- 5.7 0.15 5.7 11.6 0.55 9.7 150 22 1.101 14.0 - 20.0 ---- ----- 0.01 0.00 5.5 0.02 0.00 9.1 23 22 9.30 B - 20.0 ---- ----- 4.3 0.06 5.5 ---- 8.6 0.20 9.1 150 23 1.101 5.0 -_-- 20.0 ----- ----- 0.00 0.00 5.5 0.01 0.00 8.9 24 23 3.50 B ---- 20.0 ---- ---- 5.7 0.06 5.5 11.6 0.21 8.9 150 24 1.101 5.0 - -. 20.0 ---- ---- 0.01 0.00 5.4 ---- 0.02 0.00 8.7 25 24 10.00 2L - - 20.0 ----- ------ 5.7 0.16 5.4 ---- 11.6 0.59 8.7 150 11 1.101 14.0 -- - 10.0 ---- - 0.01 4.33 9.6 ----- 0.02 4.33 12.4 2-6 23-3-0.50 2L3R ---- 20-.0 ---- ---- -1.5 0.03 5.5 ---- -3.0- 0-.-09- 8.9 150 25 1.101 17.0 ---- 20.0 ---- ---- 0.00 0.00 5.5 ---- 0.00 0.00 9.0 27 25 13.80 LBR -- 20.0 ---- ---- 0.0 0.00 5.5 -- 0.0 0.00 9.0 150 26 1.101 13.0 -- 20.0 ----- ----- 0.00 0.00 5.5 ---- 0.00 0.00 9.0 ,28 25 14.80 LR ---- 20.0 ---- ---- -1.5 0.01 5.5 ---- -3.0 0.05 9.0 150 27 1.101 8.0 --- 20.0 ----- ---- 0.00 0.00 5.5 ---- 0.00 0.00 9.0 29 27 0.70 B ---- 20.0 =--- ---- 0.0 0.00 5.5 ---- 0.0 0.00 9.0 150 28 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 5.5 0.00 0.00 9.0 30 27 25.90 2E5R --- 20.0 ------ ---- -1.5 0.02 5.5 ---- -3.0 0.07 9.0 150 22 1.101 7.0 ---- 20.0 ----- ----- 0.00 0.00 5.5 ---- 0.00 0.00 9.1 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure 3P - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVly, X= X, Y= DATE: 4/17/2014 S:\P Drive\74"�Williams Residence\Fire Sp_/-)klers\Calcs\2 HD.rdfPage 4 The maximum velocity of water flow occurs in pipe 1 at 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.89 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 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 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 AngVly Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 14.00 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 1.505 2.0-0 4.-00 - 9.00 - 3.00 3.00 10.00- -0.-0-0 - 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. 38061304 ) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.07 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.10 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 4/17/2014 S:\P Drive\79Williams Residence\Fire Spklers\Calcs\2 HD.rdfPage 5 WATER SUPPLY CURVE 60.0 1 54.0 -A P 48.0 CD E 42.0 S S 36.0 U R 30.0 CB E 24.0 P 18.0 S I 12.0 ) I ON 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 53.6 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 53.6 psi @ 18.0 gpm 53.6 psi @ 31.3 gpm B = Required Water Supply D = Required Water Supply 29.9 psi @ 18.0 gpm 46.3 psi @ 31.3 gpm /1 Riverside County Fire _.epartment Fire Pro►_ ion Planning Section VLl Riverside Office: 2300 Market St, Ste 150, Riverside, CA 92501 Ph. (951) 9554777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd., Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600f 164 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 9221 1-4131 Ph. (760) 863-8886 (760) 863-7072 Date: 08-02-16 To: La Quinta B & S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release Williams Residence LAQ-14-RS-053 80460 Via Pessaro La Quinta Approved Final For Recordation Residential Fire 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. Authorizing'SignaWre For Release Thomas Cervantes Print Name Form C — Revised 7/28/2014 I Cervantes, Thomas@CALFIRE Subject: 2. LAQ-I4-RS-053 - WILLIAMS RESIDENCE @ THE HIDEAWAY - RES SPK FINAL Location: 80460 VIA PESSARO, LA QUINTA Start: Tue 7/26/2016 2:30 PM End: Tue 7/26/2016 3:00 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Jesus Tapia (Foreman) Co. Name: Phone#: 714-666-8450 Office Cell#: 714-448-0125 Residential Fire Systems, Inc. CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground h dro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. I Final Thrust block pre -pour SPECIAL SUPPRESSION Under round rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER I Delu e/ re -action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emer ncy shut off High pile storage Primary piping In-racksprinklers I Secondary piping Hose racks Dis ensers & shear valves X 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 occu anc Start Time: Finish Time: Start Time: Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-053 - WILLIAMS RESIDENCE - THE HIDEAWAY - OH ROUGH/HYDRO Location: 80460 VIA PESSARO, LA QUINTA Start: Mon 1/5/2015 1:00 PM End: Mon 1/5/2015 1:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: JESUS Phone#: 714-448-0125 Cel I#: Co. Name: RESIDENTIAL FIRE SYSTEMS VI VJJJI. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rou h-wire inspection Underground rou h Function test Under round hydro Duct detectors/velocit Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld ins ection Final X Overhead rough piping UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage PrimaEy piping In-racksprinklers Secondary piping Hose racks Dis ensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off Hi hpile 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 s stem T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: _N 0 -�Of 64ill� oiz ) Cervantes, Thomas@CALFIRE Subject: LAQ-I4-RS-053 - WILLIAMS RESIDENCE @ THE HIDEAWAY - RES SPK FINAL Location: 80460 VIA PESSARO, LA QUINTA Start: Mon 8/1/2016 1:30 PM End: Mon 8/1/2016 2:00 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Jesus Tapia (Foreman) Co. Name: Residential Fire Systems, Inc. Phone#: 714-666-8450 Office Cell#: 714-448-0125 CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Under round hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. I Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Under round hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER I Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks / Dispensers & shear valves X I Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off Hi h 2ile 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: * r u 7-�- C C `r (o ms co M "pt- c; iT�t -4,, 1 Residential Fire Systems, Inc $614.00 8195-12 05/08/2014. Z-Res Sprinkler Plans S $614.00 08101/2016': CERVANTES Fire Sprinkler (R)esidential Insp RES SPK FINAL -CORRECTIONS REO ❑ 1.00 0.75 $137.00 , $102.75 08101/20161 CERVANTES Fire Sprinkler (R)esidential Insp : RES SPK FINAL - PASS 0.50, $68.50 07126/2016; CERVANTES Fire Sprinkler (R)esidential Insp i RES SPK FINAL - FAIL 0.67'. $91.33 01/05/2015' HETRICK Z-Res Sprinkler Inspection OH SPK ROUGH 0 1.00' $147.00 PC -RES SPRINKLER PLAN APPROVED 05107/2014 NOTTINGHAM Z-Res Sprinkler Plans 3.92 $546.58 Your Refund ZAr Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 9554886 Fire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 ` Palm Desert CA 92211 Phone.: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM fl New ❑ Re -Submittal # ❑ As-builts Permit No. � ��/y_,c2 0 Project Information (Please Print) T} MIN APR 2 8 2014 R1YCrUNWFME PRUTEC ON PLANNI}yG PALM i}ESFJtTf9(pl 8G} 8885 Plans Received Project Name: 11- an^ S Re,� have iFFRCM��P. dFire Dept. fees are �b .��b _ USA �� SS�a-o Deposiy be additional Address: JJ moneyct final. JA C u: A c Sign: City & Zip: �t 15 Print: (Contact Information Billing Infoi CONTACT PERSON: � C��5�-�y BILL TO: �I76 Mailing Address: &AC, C - 0-4L TjF, Mailing Ad, City & Zip A 1,\,A4z: Ns , 01140-7 City & Zip Phone No.: (d2j!J S_Q_ Fax: Phone No.. Email: 0 Email: The person listed on "Billing Information" will receive ALL billing, corresp Phis permit. Any changes in billing information_ must ben Plan Review T e Check a2propriate items ❑ Commercial ❑ Industrial XResidential pRaVC& ,.Vcp.L,;.d �fs. eat ❑ Building ❑ Building Tenant Improvement ( New / Ex ;Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Mot mum y u rue r\iarrrl oysrem ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals; ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use • Fe P id: {,' Called for Pick -Up Reviewed b- Date: % By: i r' D d. PC Review D�ate:_�_L- Check#: `V' 3(P i Approved ❑ Denied Picked -Up Date: v By: 'FCet ex Received By: Plans Stamped: ©Yes ❑No Letter Attached: ❑Yes ❑No Shipped By / Method Receipt#(OCR) ,lob Card Included: ❑Yes ❑No ❑DBF fd-- ❑DBF ❑DBF P�� Form 1—Rcvis:J 725/2012 Visit us at www.rvcfire.or