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LAQ-15-RS-058 Signature Villas at PGA WestADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM OWNER RREF II CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD CA 92008 CONDITIONS Description: THE SIGNATURE TM36537-1/VILLAS BLDG 15 Type: BUILDING RESIDENTIAL Subtype: DWELLING - THREE/FOUR FAMILY Status: FINALED Applied: 3/3/2015 MFA Parcel No: 775220021 Site Address: 80481 WHISPER ROCK WY LA QUINTA,CA 92253 Approved: 3/12/2015 MFA Subdivision: Block: Lot: V53 Issued: 3/12/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/12/2016 JFU Valuation: $129,296.10 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2031SF DWELLING - PART OF A FOUR (4) DWELLING UNIT BUILDING #16, UNIT #V56, PLAN 3XB [TYPE VB/R2 OCCUPANCY] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, BBQ OR WATER FEATURE. 2013 CALIFORNIA BUILDING CODES FIRE PERMIT #LAQ-15-RS-058. SEE FIRE FOLDER FOR INFO. FINANCIAL INFORMATION Printed: Thursday, February 29, 2024 11:39:37 AM 1 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $169.71 $169.71 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $169.71 $169.71 BSAS SB1473 FEE 101-0000-20306 0 $6.00 $6.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $6.00 $6.00 DIF - CIVIC CENTER 252-0000-43200 0 $796.00 $796.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - COMMUNITY CENTER 254-0000-43200 0 $129.00 $129.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - FIRE PROTECTION 257-0000-43200 0 $366.00 $366.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for DIF - SINGLE FAMILY ATTACHED: $6,681.00 $6,681.00 SERVICES 101-0000-42403 0 $24.17 $24.17 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL: $24.17 $24.17 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $24.66 $24.66 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $169.69 $169.69 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Printed: Thursday, February 29, 2024 11:39:37 AM 2 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 INSPECTIONS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA FURNACE 101-0000-42402 0 $36.26 $36.26 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA VENT FAN 101-0000-42402 0 $60.45 $60.45 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for MECHANICAL: $145.06 $145.06 MULTI-SPECIES RESIDENTIAL 8.1-14 UNITS 101-0000-20310 0 $537.00 $537.00 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for MULTI-SPECIES RESIDENTIAL: $537.00 $537.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $524.09 $524.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PERMIT: $524.09 $524.09 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP 101-0000-42401 0 $169.26 $169.26 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for PLUMBING FEES: $229.71 $229.71 SMI - RESIDENTIAL 101-0000-20308 0 $16.81 $16.81 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $16.81 $16.81 MULTI-FAMILY 224-0000-20320 0 $1,276.80 $1,276.80 3/12/15 R3997 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for TUMF - RESIDENTIAL: $1,276.80 $1,276.80 TOTALS:$9,780.04 $9,780.04 Printed: Thursday, February 29, 2024 11:39:37 AM 3 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FRAMING JFU ROUGH ELEC JFU ROUGH MECH JFU ROUGH PLBG JFU FOOTINGS JFU 4/2/2015 4/2/2015 PARTIALLY APPROVED DEEPENED FOOTING PER ENGINEER'S DETAIL. SEWER CONNECTION JFU 4/14/2015 4/14/2015 APPROVED UNDERGROUND PLBG JFU 4/14/2015 4/14/2015 APPROVED DRYWALL NAIL JFU 5/14/2015 5/14/2015 PARTIALLY APPROVED PRELIM 1ST LAYER ONLY AT STAIRCASE. DRYWALL NAIL JFU 5/15/2015 5/15/2015 PARTIALLY APPROVED 2ND LAYER PRELIM AT STAIRCASE. FLOOR NAIL JFU 5/20/2015 5/20/2015 APPROVED W/EXCEPTIO N FRAMER TO COMPLETE INSTALLATION OF CS16 STRAPS AT PARTY WALLS PER DETAIL 4A-SD3. PRELIM FIREWALL KKI 5/22/2015 5/22/2015 NOT READY INSULATION JFU 6/3/2015 6/3/2015 CANCELED ROOF NAIL JFU 6/3/2015 6/3/2015 APPROVED DRYWALL NAIL JFU 6/10/2015 6/10/2015 DISAPPROVE D RATED PARTY WALLS MAY NOT BE PENETRATED BY 2X FRAMING. PRELIM FIREWALL JFU 6/18/2015 6/18/2015 NOT READY PRELIM FIREWALL JFU 6/22/2015 6/22/2015 NOT READY OKAY TO WRAP JFU 6/24/2015 6/24/2015 NOT READY OKAY TO WRAP JFU 6/29/2015 6/29/2015 APPROVED FRAMING JFU 7/21/2015 7/21/2015 APPROVED ROUGH ELEC JFU 7/21/2015 7/21/2015 APPROVED Printed: Thursday, February 29, 2024 11:39:37 AM 4 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 ROUGH MECH JFU 7/21/2015 7/21/2015 APPROVED ROUGH PLBG JFU 7/21/2015 7/21/2015 APPROVED INSULATION JFU 7/23/2015 7/23/2015 APPROVED DRYWALL NAIL JFU 7/29/2015 7/29/2015 PARTIALLY APPROVED 1ST LAYER AT ENTIRE UNIT. DRYWALL NAIL JFU 7/30/2015 7/30/2015 PARTIALLY APPROVED 2ND LAYER AT PARTY WALL. LATH KKI 7/31/2015 7/31/2015 APPROVED PRELIM FIREWALL KKI 7/31/2015 7/31/2015 DISAPPROVE D DRYWALL NAIL JFU 8/3/2015 8/3/2015 CANCELED GAS LINE/TEST JFU 9/8/2015 9/8/2015 DISAPPROVE D SYSTEM DID NOT HOLD PRESSURE. GAS LINE/TEST JFU 10/7/2015 10/7/2015 DISAPPROVE D SYSTEM NOT ON TEST. GAS LINE/TEST JFU 10/8/2015 10/8/2015 APPROVED TEMP USE OF PERM PWR JFU 11/10/2015 11/10/2015 APPROVED DRIVEWAY APPROACH JPE 11/25/2015 11/25/2015 NOT READY DRVA - PGA 80481 Whisper Rock Way DRVA - PGA 80481 Whisper Rock Way DRIVEWAY APPROACH JPE 11/30/2015 11/30/2015 APPROVED 0930 to 0945Drive approach 6" thick - rebar in place - probed firm and unyeilding - ok to place concreteWeather - clear - slight breeze to 3 mph- Temp 39 to 67 PUBLIC WORKS FINAL JPE 12/23/2015 12/23/2015 APPROVED 0815 to 0830Site is complete - no open trenches landscape is completeWeather - clear - slight breeze to 3mph - temp 53 to 73 0 FINAL**JFU 1/12/2016 1/12/2016 APPROVED HERS REGISTRATION NO: 214-N0153616A- M2000005C-M20A REGISTRATION DATE: 1/13/2016 HERS PROVIDER: CALCERTS, INC. Printed: Thursday, February 29, 2024 11:39:37 AM 5 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/13/2015 CECILIA PATINO ISSUED PERMIT BRES2015-0070.pdf 0 DOC 4/28/2015 JAKE FUSON TOP OF FORM CERTIFICATION TOP OF FORM CERTIFICATION.pdf 0 DOC 3/15/2016 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2015-0070 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 6/5/2015 LISA NOTTINGHAM LAQ-1-RS-058 ALARM PGA WEST 3 PLEX.docx LAQ-1-RS-058 ALARM PGA WEST 3 PLEX.docx 0 DOC 6/5/2015 LISA NOTTINGHAM LAQ-15-RS-058 Bldg Villas at PGA West 3- Plex Model.doc LAQ-15-RS-058 Bldg Villas at PGA West 3- Plex Model.doc 0 DOC 6/5/2015 LISA NOTTINGHAM LAQ-15-RS-058 SPRINKLER SIGNATURE @PGA.docx LAQ-15-RS-058 SPRINKLER SIGNATURE @PGA.docx 0 IMAGE 11/30/2015 JIM PETERS drive approach to 80481 Whisper Rock Way.JPG drive approach to 80481 Whisper Rock Way.JPG 0 IMAGE 12/23/2015 JIM PETERS Rear of 80481 Whisper Rock Way.JPG Rear of 80481 Whisper Rock Way.JPG 0 IMAGE 12/23/2015 JIM PETERS Front of 80481 Whisper Rock Way.JPG Front of 80481 Whisper Rock Way.JPG 0 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES FIRE LISA NOTTINGHA M 4/14/2015 4/28/2015 6/5/2015 READY FOR APPROVAL - CONDITION PARENT PROJECTS Printed: Thursday, February 29, 2024 11:39:37 AM 6 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0070 SYMBOL MANUFACTURER DESCRIPTION MODEL NO. MOUNTING BACK SOX (SEE FOOT NOTE) CSFM NO. QTY. MIRCOM RISER MONITORING CONTROL PANEL, 5—ZONE FA-300-6DDR WALL, SURFACE SELF CONTAINED 7165-1477:0129 1 Ri,ICP YUASA BATTERY, 12VDC 7AH NP7-12 IN RMCP CABINET N/A N/A 2 sD SYSTEM SENSOR PHOTOELECTRIC SMOKE DETECTOR 2W—B CEILING, SURFACE 4S BOX 7272-1653:0152 1 0 SILENT KNIGHT MANUAL PILL. STATION PS—SATK WALL, SURFACE 1—GANG Box 7150-0559:0121 1 *-F BY OTHERS WATER FLOW SWITCH BY OTHERS SPRINKLER RISER SELF CONTAINED BY OTHERS — Ts BY OTHERS TAMPER SWITCH BY OTHERS SPRINKLER RISER SELF CONTAINED BY OTHERS -- BD BY OTHERS 120VAC SPRINKLER RISER BELL BY OTHERS SPRINKLER RISER BY OTHERS BY OTHERS -- FOOT NOTE. BACK BOX REQUIREMENTS ARE SUGGESTIVE BY NATURE AND SHALL BE VERIFIED BY INSTALLING CONNTRACTOR BASED ON DEVICE INSTALLATION INSTRUCTIONS, CONDUIT FILL, AND ACTUAL FIELD CONDITIONS. SMART SYSTEMS TECHNOLOGIES, INC. 9 Goodyear Irvine, CA 92618 Licence C10-766364 Phone: 949-367-9375 Fox: 949-367-937 t DRAWN BY: R.R. DATE: 5-27-15 REVISIONS: AVENUE 52 AVENUE 53 E,1 AVENUE 54 - SEQUENCE OF OPERATIONS pROTECr7 ALE: NONE DEVICE LEGEND K �o� to�5 r� SCALE: NONE PROJECT m m � 1r-,° F,, "—' z NO. 766364 EXP. 07-31-2015 SITE a AIRPORT CCR, TITLE 24, PART 2: 2013 CALIFORNIA BUILDING CODE (CBC) Ln BOULEVARD CCR, TITLE 24, PART 3: 2013 CALIFORNIA ELECTRICAL CODE (CEC) TYPE OF CONSTRUCTION: V-B P G A CCR, TITI..E 24, PART 4: 2013 CALIFORNIA MECHANICAL CODE (CMC) OCCUPANCY TYPE: R-2 (APPARTMENTS) WEST CCR, TITLE 24, PART 9: 2013 CALIFORNIA FIRE CODE (CF'C) ' JS NATIONAL FIRE PROTECTION ASSOCIATION (Ni PA) 72, 2013 EDITION, AUTOMATIC FIRE SPRINKLERS: YES I I SMOKE/NEAT CEILING ,� ,� WEISKOPE AS AMENDED IN CHAPTER 80 OF THE 2013 CFC BUILDING STORIES: TWO I DETECTOR STROBE OR HORN/STROBE AVENUE 58 �] FACP RMCP ' S � B APPUCABLE CODE BUILDING INFORMATION/ CODE ANALYSIS FAA' i SCALE: NONE SCALE: NONE 72" AFF MAX I PULL STATION AT 48" A.F.F. r d l SCOPE OF WORK A # 10 NEW SPRINKLER RISER MONITORING SYSTEM AS PER 2013 CBC 907.2.9.1 EXCEPTION 3 0 I. INSTALL RISER MONITORING CONTROL PANEL (RMCP)_ 2. INSTALL SMOKE DETECTOR AND MANUAL PULL STATION AT RMCP. 3. PROVIDE MONITORING OF EACH BUILDING SPRINKLER RISER. NV%l' 11 A rSCALE. pA VICINITY MAP 4. CONNECT RMCP TO CENTRAL STATION. ELEVATION DETAIL IYl 5, PROGRAM THE SYSTEM TO REPORT EACH BUILDING INDIVIDUAL ADDRESS TO CENTRAL�QQ ALlSO PARKWAY250 NQNE SCALE: NONE STATION ON ANY SYSTEM EVENT (ALARM, TROUBLE, OR SUPERVISORY). ALISO VIEJQ, CA 92656 - I UL-257057001 I SIGN DESCRIPTION PHONE: 800-662-171 1 APPROVAL , WORK BY OTHERS OVERALL SIZE: 10" X 7" RIVERSIDE COUNTY FIRE DEPARTMENT FETTERS HEIGHT: [" 1. 120YAC SINGLE STATION SMOKE DETECTORS PROVIDED BY ELECTRICAL CONTRACTOR. BY LINES SPAC[NG: 1" WSA NOT71NIGHAM, FSS V if 2. FIRE SPRINKLER FLOW AND TAMPER SWITCHES PROVIDED BY SPRINKLER CONTRACTOR. SACKGROL]ND COLOR: RED f �$� DATE: 3. 120VAC 120VAC SPRINKLER RISER BELLS PROVIDED BY SPRINKLER CONTRACTOR. LETTERS COLOR: WHITE 1 CONTRACTOR SHALL PROADE NEW SPRINKLER RISER "TORING SYSTEM, 21 ALL EXISTING MATERIALS REMOVED FROM BUILDINGS SHALL BE HANDLED AS GrnECTEO THE FIRE DE?T APPROVAL FOR PLANS 4_ TRENCHING, UNDERGROUND PVC CONDUIT, SLEEVES, IN -GROUND PULL BOXES. INCLUDING BUT HOT LIMITED TO DING. CONDUITS AND DEVICES REQUIRED FOR BY THE O'rMER. VALID FOR t31,t€ YEA APPLICABLE C SIGN MATERIAL: SEMI -RIGID PVC PLASTIC SATISFACTORY SYSTEMS OPERAl1ON, Cl�fWpL1AIdCE WTTH APPLTCA6L.E CODES 22 CONTRACTOR SHALL OBTAIN ASBESTOS/LEAD REPORT FORM THE O#fR AND SHALL 2 IT IS THE INTENT OF THESE PLANS IS TO PROVIDE A COMPLETE AND NOT WORK IN CONTAMINATED AREAS UN11L THE ASBESTOSAEAD HAVE BEEN REMOVED OR FUNCTIONAL RISER MONITORING SYSTEM. DUE TO DIAGRAMMATIC NATURE OF THE DRAWINGS ENCAPSULATED. IT IS A RE5P0INsDLITY OF INSTALLING CONTRACTOR TO FIND APPRDPRIATE CONDUIT RUNS AND INSTALLATION METHODS TO PROVIDE COMPLETE AND FUNCTIONAL FIRE 23 ALL ELECTRICAL EOUTPOEINT SHALL BE U.L,/NM LISTED. ALARM SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES AND ACCEPTABLE TO LOCAL AHJ AND O#ER REOUIREMENTS. CHANGES TO CONDUIT RUNS AND TO 24 CONNECTIONS TO 120YAC POWER SERVICE SHALL BE ON A DEDICATED BRAND] CIRCUIT($). INSTALLATION METHODS TO BE CONSIDERED A NATURAL PART OF THE PROJECT THE CIRCUIT($) AND CONtNEUMNS SHALL BE MECHANICALLY PROTECTED, CIRCUIT QREAKER(S) AND SHALL NOT NERVED A5 A BASE FOR POTENTIAL CHANGE ORDER(S) OR SHALL BE LOCKABLE, SHALL HAVE A RED MARKING, SHALL BE ACCLSSIBLE ONLY TO FORK ANY ADDITIONAL CHARGES' AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "RISER MONITORING GRCI iT CONTROL". 3 CONTRACTOR TO PROCURE ALL PERMITS FROM LEGALLY CONSTITUTt D AUTHORITIES, ELECTRICAL PANEL LOCATION AND CIRCUIT/BREAKER NUMBER SHALL BE PERMAtNENTLY IDENTIFIED - AT THE RISER MONITORING CONTROL EQUIPMENT. ARRANGE FOR ALL INSPECTIONS AtND PAY ALL COSTS FOR FEES AND TESTS ACCORDINGY, 9'ti 1 6 X SCOPE OF WORK E CENTRAL STATION RMCP ROOM LOCATION SIGN 25 RISER MONITORING SYSTEM SHALL BE PROVIDED WLTH dl3TDMATIC OPERATION I3aTTERY cHARatNc INFORMATION 4 CONTRACTOR MUST S OU THE 51N AND FAMILIARIZE HIMSELF/ DITI E F POTHRO TIME INTENTG INSTILLATION AND RE�-CHARCING. RECHARCJNG RAT SHALL REACH 70% IN 12 HRS. Ln OL SCALE: NONE SCALE: NONE SCALE: 1'=4" � THIS PROJECT A5 CAl1LINEU IN THE DRAWINGS. IF ANY COHDITICRNS PROHIBITING IN5TILLATIOH OF A FUNCTICNAL SYSTEM ARE DISCOVERED AT ANY POINT OF CONTRACT DURATION THE 026 DEVICES MouNTED OUTSIDE OF BUILDING SHALL BE W.P. WGTH APPROVED WEATHER PROD SACK WN ER SHALL BE IMMEDIATELY NOTIFIED AND CONTRACTOR SHALL NOT PERFORM ANY ADDITIONNAL "K WITHOUT A FURTHER NOTE FROM THE OWNER. BOX AND GASKET. System No. W-L•3065 6 BY THE ACT of SUBMITTING A BID, THE CONTRACTOR DEEMS TO HAVE MADE SUCH VISIT 27 EXISTING RISER MONITORING SYSTEM IF ANY SHALL REMAIN IN OPERATION UNTIL NEW SYSTEM F Ratings —1 and 2 Hr (See Item 1) AND 15 FULLY AWARE OF THE PROJECT INTENT AND DOES NOT FORESEE A Y MAJOR ISSUTE 15 FULLY OPERATIONAL AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. THEN, D `n T Rating — 0 Hr IMPLEMENTING A FULLY FUNCTIONAL SYSTEM HAS MADE NECESSARY ADJUSTMENT TO EXISTING RISER MONITORING SYSTEM ORES AND DEVICES SHALL BE REMOVED AS DERECTED I`E Hl5/NER BMTO COMPENSATE FOR SUCH ISSUES, BY THE OWNNER. CIRCUIT WIRE/CABLE TYPE AND SIZE WIRE/CABLE TYPE AND SIZE CIRCUIT DESIGNATION ( INDOOR) (OUTDOOR) CLASS WEST PENN 980 CABLE WEST PENN A0224 CABLE ADDIRESSA P 2 CONDUCTORS #18 AWG SOLID FPLR 2 CONDUCTORS 118 AWG SOLID FPL B D (OR EQUAL) (OR EQUAL) INITIATING CIRCUIT ODC} WEST PENN 990 CABLE 2 CONDUCTORS #16 AWG SOLID FPLR 2 CONDUCTORS W16 AWG THWN B M (OR EQUAL) NOTIFICATION CIRCUIT (AC WEST PENN 994 CABLE 2 CONDUCTORS #14 AWG $OL1D FPLR N/A B V (OR EQUAL) FIRE ANNUNCIATOR WEST PENN 982 CABLE 4 CONDUCTORS #18 AWG SOLID FPLR N/A N/A A (OR EQUAL) � A 6 1 CONTRACTOR SHALL REVIEW OTHER TRADES DRAWING AND SPECIFICATIONS COORDINATE HIS/HER WORK ACCORDINGY. 28 OUANWIE5/SIZE SHOWN FOR CONTROL PANEL MODULES AND BATTERIES REFLECT THE MtWO 2 DESIGN LOAD GALCULATIOH. HOWEVER, CONTRACTOR IS REQUIRED TO SUB101I7 SHDP VRAWING ! 4 277 s4o"rTHE CALCULATED BATTERY SIZE CORRECT QUANITY OF MODULES. ALI SeJCr RELATED COSTS SHALL BE INCLUDED IN BID AND NO ADDITIONAL COSTS WOULD BE ACCEPTED. ,ry 7 NOT USED. 8 ALL CONDUIT RUNS SHOWN ARE SUGGED ROUTE- CONTRACTOR IS TO DETERMINE THE BENT AND OBTAIN OWNER'S APPROVAL AND INSTALL ACCORDINGLY. 29 UPON COMPLETION OF THE INSTALLATION OF THE RISER MONITORING SYSTEIri, THE CONTRACTOR SHALL COORDINATE WeTH OTHER TRADES AND WITH OWNER INTERCONNECTION OF THE IL N SHORTEST ROUTE, RISER MONITORING SYSTEM WITH OTHER BUILDING, SYSTEM, OR EQUIPMENT. ONCE ALL FUNCTION INDICATED ' u 9 ALL EXPOSED CONDUITS AND BOXES SHALL PAINTED TO MATCH THE SURFACES WHERE INSTALLED UNLESS DIRECTED OTHERWISE BY THE OWNER. IN THE RISER Ir1OtNITORING SYSTEM SEQUENCE OF OPERATIONS HAVE BEEk VERIFIED TIfROUGH TESTING BY THE INSTALLING CDNTRACTOR, AN ACCEPTANCE TEST MUST BE PERFORMED IN THE��PRESENCE OF THE AUTHORITIES HAVING ,AIRISDICTION AND THE OWNER. THE ACCEPTANCE TEST MUSS- j L Cq ? LJ SUCCESSFULLY DEMONSTRATE ALL FUNCTIONS REOUIRED IH THE CONTRACT- C) Qy CD p GS A 10 WHERE EXISTING STRUCTURAL WALLS ARE CORED FOR NEW CONDUIT RUNS, SEPARATION BETWEEN CORED HOLES SHALL BE MIN, THREE INCHES FROM NEW OR EmsnNG HOLES, UNLESS DIRECTED OTHERWRSE. 30 MAIN PANEL (RMCP) MUST NOT BE MOUNTED HIGHER THAN 6 FEET AND SYSIL•M' LCD Or_`PLAY IS TO BE AT EYE AFF), NO OR RACEWAY LAY f3£ LOCATED UNDER Ft " _r_ 4) —d SECT ON AZ -LA LEVEL (+SO" EQUIPMENT w CABINET. N L� 11 WHERE CONCEALED INSTALLATION IS NOT POSSIBLE 1N OCCUPIED AREAS, THE CONTRACTOR TO INSTALL VOREVOLD OF EQUIVALENT SIZE AS CONDUIT UNLESS DIRECTED DTHERWISE BY THE OWNER. 31 ANY DISCREPANCIES BETWEEN THE DRAWINGS; BETWEEN THE CRANING dIND 7L°F cODE(S), OR ANY RECOGNIZED STANDARDS SHALL BE BROUGHT BY CONTRACTOR TO THE ATT£N':i:i; OF TH„ Q)';fN;-R � 0IS In PRIOR TG COMMENCING ANY OK. 0 � 1 Wall Assembly The 1 or 2 fire -ruled gypsum *allboord/stud Wdd ossernbiv shall be constructed of the motergks 12 Tl_ CONTRACTOR SHALL FURNISH ALL REQUIRED HARDWARE FOR CONDUIT INSTALLATION r and in the monner specified in the individuol 1.130q U400 or V400 Series Wdl and Partition Designs in the UL Fire TO CLEAR BEAMS, GIRDERS, OR OTHER WINK ALREADY IN PLACE. EXISTING SITE 32 THE RISER MONITORING SY57EW SHALL PASS ALL TESTS REQUIRED BY LOCAL �;RZ DEPARTMENT. Resistance Dkeetory and shall inckfde the fC40*irlg construction features; CONDITIONS SHALL BE CAREFULLY INVESTIGATED AND PRMASIONS SHALL BE MADE FOR A. Studs. Wall lroming may consist of either *ood studs or steel channel studs. `{food studs to consist Of nom 2 ALL REQUIRED FITTINGS, SUPPORTS, ETC, 33 CONDUCTORS SHALL BE COLOR CODED AND TAGGED WITH CODE MARKERS AT EACH TV"'] k CABINET, JUNCTION ALL WIRING TO BE OPEN CABLE (U.O.N.) by 4 in. (51 102 mm) lumber spaced 16 in, (406 mm] OC. Steel studs to be min 2-1/2 in. (64 mm) 0,6e and spaced max 27in. (61Q mm) cc. 13 CONDUITS, BOXES, OR CABINETS PENETRATING FIRE RATED MALLS, FLOORS, OR CEILINGS SHALL BOX, PULL BOX AND EQUIPMENT. A OPRE INDEX SHALL BE TYPED AND INSTALLED Ov TERMINAL CABINET DOOR EACH INDEX SHALL BE COVERED WITH CLEAR PLASTIC ADHESIVE COVER, 0.f NG SHALL BE IilENTIFIED AS TQ GENERAL CONTRACTOR: EIGypsum Board' Nom 5/8 in. (16 mm) thick gypsum board, With square or tapered edges. The gypsum board BE SEALED INSIDE AND OUTSIDE OF CONDUIT OR 13ACK OF BOXES OR CABINETS TO MAINTAIN THE INTEGRITY WITH APPROVED FIRE STOP MATERIAL TO MAINTAIN THE INTEGRITY OF THE BUILDING AND LOCAnOH OF DEVICES IN THE INDEX type, Thickness, number of layers, loslener type and sheet ofienlokn sholl be as specilk! in It* indWud MD. EXISTING FIRE RATING AND ACCORDANCE WITH CBC, PART 2, CHAPTER 43, AND TITLE 24. 34 RISER MONITORING CONTROL PANEL 15 NOT TO K USED AS A TERMINAL CABINET, California West Communities *he0 sl ve (I Series Design o the UL Fire RedsoW6 Directory, Max dm of o slo is ftem n. ( of mp *hen sleeve {Item is ems 4 n. (1*c mm} sleeve (hem 2) s not empbyed. M0x diam of opre 14 ALL SURFACES DAMAGED OR ALTERED BY THE jf M OF THIS CONTRACT, SHALL BE REPAIRED AND/OR CONSTRUCTED TO MATCH THE EXISTING ADJACENT SURFACES AS TO TEXTURE AND 35 ALL RISER MaNITORING WIRING MUST PEST FREE OF OPENS, SHORTS, AND GRWHDS. 5927 Priestly Drive, Suite 1 1 0 re ern i' bly, The F Rating of the firestop system is equal to the fire rotirq of ]he Wall assembly, ro 2. ketonic Slem (Opliond) - Mom 4 in. (102 mm) &am (or smaller) steel ele-drw^al metallic tubing (EMT) or COLOR WITH NO ADDITIONAL COST TO THE OWNER. ALL WIRING SHALL BE IN COMMIT, Schedule 5 (or heavier) sleeT pipe or min O.W6 in, thick (0.41 mm, No. 28 go) goly steel sleeve installed Ilush With *all surfaces. The annular space bet*Ben siee! sleeve and periphery of opening shill be min 0 iR (0 mm, ON 15 DIRE COUNT SHOWN ON DRAWINGS DOES NOT INCLUDE COUNT FOR GROUND CONDUCTOR. 36 CONDUIT AND JUNCTION/BACK BOXES ARE NOT TO BE USED FOR UNRELATED WIRING. Carlsbad, CA 92008 contact) to max 1 in. (25frrrl), When Schedule 5 steel pipe or EMT is used, sleeve may extend up to 18 in. (457 rnrn) 760-918-6768 WIRE/ CABLE SCHEDULE beyond the *all surfaces. F 3_ Cables. Aggregate in 46 the 16 WIRE SPLICING BY MEANS OF WIRE NUTS IS NOT ALLOWED UNDER ANY CIRCUMSTACIES, ALL IN TERMINAL CABINETS, 37 ItNSTALLATIOIN METHODS AND MATERIALS SHALL CONFORM WITH ALL APPLICABLE SECTlAs OF NEC/CEC, cross-sectlonol ores o[ cable opening to be mmx percenl of cross-sectiard orea of in. SPLICING TERMHNATIOINS (IF ALLOWED) SHALL BE DONE C 760-91 8-6769 SCALE: NONE the opening. The onnular space bel*een the cable bundle and the periphery of the opening to be min D (O mm, point contact) to max I in, (25 mm) Cables to be rigidly supported on both sides of the *011 assembly_ Any OR ON EQUPMENT TERMINALS. 38 ANY SMOxE DETECTOR HEAD INSTALLED BEFORE BUILDING 15 CLEANED AND AC EPTED 9tALL BE COVERED TO cpm%Aioal of the I mg types and sizes of copper conduciar cables may he used, A Y�ox 7/C t2 ' 17 ALL i TERIOR TERMINAL CABINETS SHALL BE CIRCLE A TCS TCF SERIES )LATH TUMBLER H W ' PROTECT FR01,1 Dt15T. A§JY FALSE ALARMS DUE i0 DTRT- CON TAMINATED HEADS SHALL BE THE RE5PDN51BILkTY Fay`' 760y91-674 No. AWG lhith E chloride (PVC) insulaCan and Net. B. Max 25 No, 24 A telephone PVC irnsulotim LOGIC AND KEY OR £gUAL, PROVIDE MINIMUM 12"X12"X6� SIZE BOX, OF THE INSTALLING CONTRACTOR. Pair cable *Rh and jjWkel. C. Type RG/U cooxiol cable *0 polyethylene (PE) imuloWn and PVC jOckel having a max outside diameter of r/ 18 F4ROVTDE TERMINAL BLOCKS, TYPE AND QUANTITY TO SUIT WITH 30 SPARE CAPACITY, in. (13 mm). R Mulliple fiber optical commur>icatim cable jacketed *din PVC and hoying o max OD of 5/0 in. (16 nwn). 19 UPON COMPLETION DF THE SYSTEM INSTALLATION, THE ENTIRE SYSTEM SHALL BE TESTED [H PROJECT #: E. Through Penetrating Products' Max Uree copper ccnduct(w No. S AWG. Melol-pod Cable+, THE PRESENCE OF AND IN A MANNER ACCEPTABLE TG THE ENFORCING AGENCY, AFC CAME SYSTEMS W F. Vax 3/C (*ith ground)(or smaW) No. 8 AWG copper conductor cable *Rb PYC iawlation and jacketing. G. Max 3/4 in, (19 mm) diem copper cable *ith or Without a PVC jacket, 20 ALL ELECTRICAL EQUIPMENNT SHALL BE BRACED OR AINCHORED TO RESIST A HORIZONTAL S I C LE S ground H. Fire Reds0we Cables' -Max 1-1/4 in. (32 mm) diamngl se conductor or multi conductor Type 0 cable. A min FORCE ACTING IN ANY DIRECTION USING THE FOLLDWFING CRITERIA: _ ...I -R-__-- FA-01 COVER PAGE FA-02 SITE PLAN FA-03 BUILDING PLAN. RISER Sc WIRING DIAGRAMS, CALCULATIONS SYSTEM ACTION CENTRAL CENTRAL CENTRAL AUDIO & VISUAL ACTIVATE STATION STATION STATION INDICATION AT SPRINKLER BELL NOTIFIED NOTIFIED NOTIFIED DEVICE/ EVENT FACP AND RMCP (BY OTHERS) (ALARM) (TROUBLE) (SUPERVISORY) MANUAL YES PULL STATION (ALARM) NO YES NO NO SMOKE DETECTOR YES (ALARM) NO YES NO NO SPRINKLER YES FLO (ALARM) YES YES No NO SWITCH SPRINKLER YES TAMPER (SUPERVISORY) NO NO NO YES SWITCH/PIV 120VAC YES POWER (TROUBLE) NO NO YES NO FAILURE SYSTEM YES TROUBLE (TROUBLE) NO NO YES NO 1/8 in. (3 mm) separation shall be maintained bet*een IA cables and ony other types of cable. FIXED E011.11PMENT ON GRADE , .... ....33% OF OPERATING WEIGHT I V I T 11 R I I V J I T E l Y I L Max 4/C *$h ground 3DD kcmif (or smaller) alumnun SER cable *& PVC inmtolion and jacket. FIXED EQUIPMENT ON STRUCTURE .... , ..50% OF OPERATING WEIGHT J. Through Penetrating Product' - Any cables, Metal -Clad Coble+ or Armored Coble+ currenity Gasified under the Through Penetrating Products category. FLEXIBLY MOUNTED VERTICAL FoINT , , _ . , _ .. , . 2 11ME5 THE ATIZO VALUE FO See Through Penetrating Product (XHLY) category in the F'ae Resistance Directary Tor Homes of SIMULTANEOUS VERTICAL FORCE ....... 1/3 TIMES THE HORIZONTAL FORCE manrAacturers. OVER PACE 4. FIJI. Void or Covily Material+? Sedoni or Putty. FI'e material appied *ithin the oonulus, flush *Rh each end of the steel sleeve or Wall surface. Fill moteriol installed symmelrkolly on both sides of the *011. A min 5/8 in. (16 mm) thickness of sealant is required for the 1 or 2 hr F Rating. oddltiond 1/2 in, (13 mm) 6iom bead of fill material shall be applied around The perimeter of sleeve on bA sides of the Wall *hen sleeve extends beyond u0oce of Wall, HLTI CONSTRUCTION CHEVIC)+L , Dry OF HILTI INC. CP6015, CP606, FS-One Seolonts of CP618 Putty •8eoring the UL Closgficotim Mark +Bearing The UL Listing Mork �gS i R/ C m U5 PENETRATIONGENERALNOTES 0 1 � DRAWINGS INDEX SHEET H DETAIL � SCALE: NONE I SCALE: NONE SCALE; NONE ��,..z�. �"'—` -�M_ ate.. __ __...__ ._._. � ----•- -�— I '....,��.:�.�. ��..�'---�---....-.-.—_--�—..�.._-- - � � � r f TS I TS SMART SYSTEMS TECHNOLOGIES, INC. 9 Goodyear Irvine, CA 92618 Licence C10-766364 Prone: 949--367-9375 Fox: 949-367-9371 DRAWN BY: R.R. DATE: 5-27-15 REVISIONS: ?ROB EC]"7 { n } No. 766364 * EXP. 07-31-2D15 OFF CAL140�ti4 AREA OF, PERMIT I a RMCP # �- _ ■ ■ O I n 1 r' Ln i I- j 0 W Q oo GENERAL CONTRACTOR: California West Communities 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008 760-918-6768 760-918-6769 Fax: 760-918-6749 PROJECT #: SPRINKLER RISER MONITORING SYSTEM r SITE PLAN BUILDING NO. BUILDINGTYPE UNITNO. ADDRESS 15 3-FLEX 52 80-495 WHISPERING ROCK WAY, LA QUINITA, CA 15 3-PLEK 53 80-481.WHISPERING ROCK WAY, LA QUINTA, CA 15 3-PLEX 54 80-467 WHISPERING ROCK WAY, LA QUINTA, CA A SITE PLAN SCALE: NONE R M — 0 2 IE7 P�= E� � �5 /. '' /. SPRINKLER RISER SMART SYSTEMS TECHNOLOGIES, INC. �--- 9 Goodyear I � Irvine, CA 92$1$ - Licence C1 Q-75F364 - �----� Phone: 949-357-9375 TS WF Fox, 949--367-9371 2ND FLOOR (2) PHONE LINES , SD T.0 CENTRAL STATION SD M M 120VAC WF RMCP (2) PHONE LINES ----- TO CENTRAL STATION M TS DRAWN BY: R.R. UTI LIY _ DATE: 5-27-15 RMCP LOCATION SIGN CLS. SEE 1IRM-01 ' REVISIONS: 19 FLOOR MASTER j f I BATH - - ------ ---- . ......... - - - ------ F 1 �• I % I f li PST ECr l�Y E SYSTEM RISER DIAGRAM ,t C PATRIAL BUILDING PLAN NO. 766354 SCALE: 1!2" SCALE: NONE = i' 0" x, - - _ �.._._. F+tONE LINE I TO CENTRAL STA'nON 4 PHONE LINE 2 TQ I ' CENTRAL STATio)[ I I I • �1 L ROE LAK 2—L PHONE LIME 1 J li ZNx SYSTEM NORMAL Z44 MIRCOM FA-300 SERIES SIGNAL sllfxce Enler ❑ ❑ ❑ ❑ ❑ oBlu Menu N~Ct Cancel Tf6T INFO �3* —J Ham I"' C AHX RELAY N0C4 L_ J r Na Aux zivdc C ALARM RELAY r- NCJ 4-0IRE r C RiPM RELAY NCJ Rfl PORT Nd� C TROOBLE NEUY L �J GATT. TRANSFORMER + 12V 7AH BATTERY 12V 7AH BATTERY I No 3.9K EOL BALCONY BALCONY DEG SMOKE DETECTOR — NO 3.9K EOL 134A 0 3.9K EDL I BEDROOM 2 BEDROOM 2 3,9K EOL PULL STATION LOFT �— .. j I i I i 4 7K k0 3.9K EOL - l� EOL I II �.. _ _ - _ I HALL - � � I I I4 i' � - -� � ' WALK-IN 1 _ A.3 (WALK-IN€; ¥ I r 1j�ALlt- 0 TAMPER SWITCH _ ICLOSET ' ; LOFT CLOSET CLO T V A 4.7 K EOLI y L 0� , BA.4 43KEOL Ho 3.9K EOL — 1 OPEN TO WATER FLOW BELOW BEDROOM 3 �F,BEDROOM 3 BEDROOM 4 BEDROOM 3, 1' Cn { I r _...... G f _ hl 120VAC 2 D FLOOR L � e I 6j E {€ .I ...i 1� .....�.. . . ... ... ...... 01 — — -_ MASTER GARAGE 1� GARAGE ❑ GARAGE L J BATH CL5 COURT COURT SEE C/RM-03 YARD YARD RISER MONITORING CONTROL PANEL RMCP) LnK)' WALE( -IN. 1 E I I CLOSET ...... ....... .. . .... . ... .... .... . . . ... ...... D SYSTEM RISER DIAGRAM E== DINING ()WING! I : L _ _ .AL s PDi2.' PDR. L _...iEL USCALE: NONE ._._- - -, �, -i ,- u. - .LAu. - I a 00 L _ A L_cu �. L.AJU. MASTER - I a_ BEDROOM I �,.,,__. I I — _ _i :.............. _ i - _.........._... l uasx GENERAL CONTRACTOR: OR• TCHEN KITCHEN KITCHEN WALK—INWALx—iN p CLOSET CLOSET California Vilest Communities •� I 4 j DINING `' 5927 Priestly Drive, Suite 11(] t i I , BA.2 MASTER � � i i � - MASTS BATH ' BATH Carlsbad, CA 92008 0 TYPICAL APARTMENT BU[LBING RMCP BATTERY CALCULATION = 760-918-6768 Standby Total Alarm Total 750-918-6769 Qty. Des a d ption Current Standby Current Alarm L Panel Equipment Fax: 760-918-6749 EA-300-6[}DR I IRMCP 0.142000 0.142000 0.312000 0.312000 ` MASTER MASTER Total Standby, Amps 0.142 Total Alarm. Amps 0,312 BEDROOM BEDROOM Standby Time, Hrs. 24 Alarm Time, 5 Mi!ns.160 06083 a _ _ GREAT ' 1 GREAT GREAT PROJECT #: Standby Power, AH 3.408 Alaml Power, AH 0.026 _ m J ROOM BEDROOM 2 I. ROAM ROOM Total Battery Power Required, AH 3.434 II Standard Battery Size, AH 7.+3 SPRINKLER RISER Derated Battery Size (Less 20% Safety Margin), AH 5.6 -. MONITORING SYSTE M _. Derated Battery Size is More than Total Battery Power Required ;....1 I Batteries Provided: (2) 12VOC 7AH PATIO i 1 PATIO PATIO BUILDING PLAN, �. p PATIO RISER & WIRING L. , _. _ .. D IAG RAMS, CALC S I ST FLOOR B RMCP BATTERY CALCULATION A BUILDING PLAN R M 0 3 SCALE: NONE SCALE: 118" = t'-0" J I C a ou I- z A LLI Z rn o 0 H I F- L) U C-1W AI- 0 LG 0!� oIL r W rn LLI W 7D I- M j _, z ¢4 v)0 Z I- a� 7- Oo= W I- = z LLI M� W 0 LOo Q ~ rY 3 LLr Q Li3 _j Z Ay4 N y 0 N W n M M Ln LI R - LL. x0 =Of L, I- 0 W W 0 zn z O . Z L) n W I__ L_) a= Wp a -a ne 0a. i W I- W i LD I- z �} CL 2 ED i7 U 1- 0 W Zw Z X: as U :n z Li O z 2 I 4 o� W J CA P4 d- �.r L.. �_ Fa 0 LL1 z a- y 0 ,-.I L,J } A W as 4 C) Fa _j W 0 jCL 0 �_ L°I -T L ,ix LLJ E- r-I - LrJ 0 W z U0 (Y Q � U W Z� a O.- N �Em a F- (/) U 0 W b5 Ck a� L.1 P4 WW LL o LLI Li Z: 'L-9 aZ- 0 -A z LL L� 2 o13 F- HLj W ~0 0(L a a. W W I- LLI d¢ M� W z G7 H LIJ 30 0 z Li M rY � ¢" L7 g zX 3W a� Q� Z R W I- N> YW rx1 :I -- A F- Wr ZZ) zo W = LLI F- M 3 a. w [e W W E:Io P rn LIJ H <s U_ > P1 W �C3 0 0- a� d� >_ P4 z -C W 0 L3 z W � M LLJ � zQ Qa� a CK a- Q a 0 zU L7 CE ofl A f W Q Lti L,J z A 0 J CE, _J W CL SPRINKLER DESIGN NOTES GENERAL BUILDING NOTES 1ri i I I 1_1 n 11 , I -1�_ SIGNATURE VILLAS AT PGA WEST I I. SYSTEMS DM16NED PER NFPA 13R, 2015 EDITION: I. INSTALLATION SHALL CONFORM TO NFPA 13R 2015, CALIFORNIA BUILDING, CODE 2015 "T 'vu .` . �. EDITION REQUIREMENTS OF THE CITY OF LA OUINTA FIRE DEPARTMENT r) ' 1514 PGA BOULEVARD A. SPRINKLERS SHALL B1= INSTALLED 1N ALL AREAS EXCEPT WHEN OMISSION 15 6 y �� PERMITTED PER NIA 13R- 2. ALL MATERIALS INSTALLED SHALL BE NEW U.L. LISTED AND/Oft F.M. APPROVED FOR � FIRE PROTECTION USE. F- I .1 . - - .." , - z • ,,,_ '1�� , � ' + B. NFPA 15R RE51DENlTIAL AREAS DESICW07 OVER. THE AREA THAT INCLUDES THE "I CITY OF LA OU114TA FOUR (4) ADJAGE:hIT SPRINKLERS THAT PRODUCES THE MOST HYDRAUL IG Dl;MAND THE 3. SYSTEM SHALL 13E HUN6 ArNID SWAY-BRACE=D STRICTLY PER t+iFl°A 13R 2013 EDITION. 3I t , x -' , = GREATER OF THE FOLLONING: LATERAL SHAY BRAGINIS MAY BE OMITTED WHERE HANG,ER RODS DO NOT EXCEF'D 6" -: a ; 5- =" a � AND THE METHODS) OF SUPPORT CONFORM TO EXCEPTIONS TO SWAY BRACING, PER NFPA 1 w, I STATE FCALIFORNIA-IN ACCORDANCE WITH THE MINIMUM FLOW RATES INDICATED IN THE INDIVIDUAL LISTINGS 1'. � e`� 19R 20IS EDITION SECTION 0I.35, 2 1 � �' `� ' p " OF O OS taPM15Q FTDON OVER THE DL15 6N AREA M 4. SYSTEMS OVER 20 DADS SHALL MONITOT�.ED BY AN OFF-51TE CENTRAL STATION. �; , • ' - % r; � r .. _ r U_L. 1-15TED ANDIDR F.M. "APPROVED", AND ACCEPTABLE TQ THE FIRE DEPARTMENT. .'° ' G_ 6ARAISE5 SHALL BE DESIGNED 1"DR ORDINARY HAZARD OCCUPANCY, DENIISTY "'• _ 4 " . , O.iO GPM PER THE 4 M05T DEMANDING, SPRINY.LEI�cr WITH lO0 C�PM OUTSIDE HOSE S. ANY �GTRICAL SWITGHE�a AND BELLS N1=GE55ARY TO PROVIDE Ai+l AUDIBLE LOCAL w _ 4 _.. `� . r ALARM SHALL BE PROVID=p BY THE FIRE SPRINKLER CONTRACTOR. ALL REGSJIRI=D , ALLOWANCE. WIRINS 01= ELECTRICAL DEVICES SHALL BE DONE BY OT4MR5_ ` ` . �` .. 2. PIPE TYPES AS SHOi^IN ON PLANS AND CALCULATIONS-6. WIRING OF FLOW SWITCHES SHALL BE "NORMALLY CLOSED' FOR GDRRECT OPERATION . '� ,: 'S '; , 1' IN ALARM MODE. L., * I :. } I I 11 ? A. UNDERGROUND FIRE MAINS C-qOD PVC,, GLA55 200 o 4' DETECTOR •V � �� n{: 1 ¢ x -T, POWER FOR ALL FIRE SPRINKLER ALARMS SHALL BE TAKEN FROM A DE516NATED x - f; _ .: F'?, [ ' I I :. 'I B. UNDERLROUND TRANSITIO �pNS� AN��Dy UNDER FOOTIN65 = AWWA 0151 DUGTILF IRON CIRCUIT FOR FIRE ALARM USE ONLY AND SHALL BE SUPPLIED AFTER THE METER BUT dL GItEG{[ VA. 1"� '1 , . � OR STAINLESS STEEL UNDER N.7rWV1 LL/ SWEEP i'�11TH NO FITTINGS, GLA55 AHEAD OF THE MARK PANEL DiSCONNI=GT. THE PERMANENT POWER SUPPLY SHALL BE IN . � � 20 . x I $ L �,� yA. N < SGH ID -1I2' !2l5ER / :: r' `'- -y. a ,":: : ;1. 1k a OBE SERVICE BEFORE FINAL INSPECTION BY THE FIRE DEPARTMENT. r € ' 'L ..'-: �_�� G. BLIILDINb SYSTEM STEEL PIPES 2" PI PES IPI;S WITH GROOVED JOINTS T wr TEST AND" .. . j_ 4 n: - . _ " , �.: �. f 1.t 4 ;#' "° € .`. 8. NON -FLEXIBLE GROOVED GOUPLIN6 SHALL B1= USED ACCORDRt�Ib TO THE EARTHQUAKE 5 gyp _ r�, 1 i i a _-.__ : a + .. �',._., v"-:.:.a�ei vi it wsaa -;., ay. III . •: : � �`•,�...M . , € •'� .: x.: ".:.•.., .. ... .. - _..._ _,�.....,...,�.. ,__._. r--" -- it - n =,:i °' .. a�: .il t E. BUILDING, SYSTEM GPVG PIPES: I 2 PIPES TO BLAZE MASTER PLASTIC BRACINS REQUIREMENTS Of= NFPA 13R UNLESS NOTED OTHERIN15E. 2-1/2' CPVC, Wr �" ._..._7.. ,& � _ ,. t, r -N. _ •• _ _ ! _ � � T _ � - - , PIPES. 2 5 / ' _�. ■.� * i 7:;-' ` _ - � __ � r$; � _ � -� a. CONTRACTOR SHALL MAKE PIPING ABOVE SUSPENDED CEILING AGGE55IME TO PIPE I-- �,; COPPER AT STUB UP ; _; ^,,. W ..._.... �... .... ►. '3._.. / ' ,', . -_- _ _ 1...;.: fi!�'. 3. SEE SPRINKLER LE=BEND DN PLANS FOR MODEL TYPES, TEMPERATURE R,4T1Nb AND DEPARTMENT PE12�SONNEL FOR VISUAL IN5PEGTl0N5 A5 A CONDITION POR 1=1NAL -' ., \ TYP. '. � -" ',W T - .. APPRfJVAL_ •� / � �.► , ; ...-.._ ■ 1.� m , 14 - 1 � � - OTHFR INFORMATION REG4RDIN6 SPRINKLERS USED. W 43 1414 . ... ''jL 1 r > - 10. CONTRACTOR SHALL MAKE ALL WELDED PIPING, AVAILABLE TO FIRE DEPARTMENT ': _ �I - ,-,?" , a I D STAMP ON EACH Y�LD INSTALLATION HA5 BEG, N. CERTIFIED WELDER SHALL PROVIDE ,.. 5 , t ' , .� }- _. _ . _.. _ , _ 7 1 !• ,., :-_ �` .; - . �a � �':".. ... ?`+.. ' '.. il. WHERE REG AIRED BY SERVING FIRE DEPARTMEI+IT, ALL GON7P.OL VALVES SHALL gE a �' , a- 1 n x - -_ .. _ _ _ - _ _ _ - 14 _ -: - SUPERVISED AtNDIOR LOCKED I N THE OPEhI PQ51 T! ON. COMMON KEYED PADLQGKS SUCH r . . - L 4 "i s W . AS KNOX OR EQUIVALENT SHALL B1= PRQVID� BY THE ONlNER _ �` W 9 F' k4 +.� r J I i # != II! �� . f O -z C av+ - e r �. :-, .. (. . - MAIN UNTIL I- 'm •a = _ _ - a i�rGTOi: I : 11 - , T• d V ems" r.:': , SITE P12. IIPIVNG HAS IBEEN 5 AND FLUSHED PER NIFPAM SYSTEM SHALL NOT CoONNECT r 4S2O13 EDITI a r , r s N z� I . GEtPGI[ VA .. - --x `-c''! 3LL _. _ .,- _ - - - � w d` �-+_ .- -_ _... { -ir2 GPVG ,. � :s. , } -- -- - - .,. COPPER , C �. - = .. I _ UB UP GORE ANALYSIS 4 DETFGTOR .. GI1EG1[ VA. RP yo- . ., uc� i�* „�.� I, 1 TYP d . µ ! s 1. ... , .. UA _ 1-1r2' SIrR . 1-1/2 RISER , ... 1 . r. ... ....._...: a - - .. _ - Wr TEST AND DRAIN f I TEST D DRAIN _ _. . w • k �.. .......... .. , 6 J .. TYP. .. I II I - . .-_....,.. , . . 1 1.M, 1r PVC Wf 2 ivt ' Y. G ;},�. ,' ' f' Jt1 ... .. r:... G�PPER AT STUB UP , wI il / 34 F '1 , . _ I 1 .. .: , g.. t k . . . 1�c 11' TYP_ .: % M I �.. 1 r 7n ,X f 1.. .:meµ ;, : ,.... ..' �1 . 1 1 _ %. I . . � °mom: ■ .., t% �.;��-s:-,k•:;?s':a.: :,, .. #sM 41* B !i �kA ?Ea "",�. G '+ :rs`�r ,,,i Ir s -� �� ri q , !_ g W r ... ;.:°..:. 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J�� +'q�;�n' f'1 j ' �• i .. - .. I 3F.,c 71 - t_,! .".. f -,`k --? I l... .. .. 12 _ J'' L. 7^f f pE 3 w°°,: k '~' 7 �., # r 1°; ) �„ `�� -, ,.-. . 7 .� F Jp , .,. .I * -- V. s s 4 _Y !JIlZi l lj -{ P i },.i �- `'' ° r_ M .,. :1 � r ..., �� .. . 44-- - .. .,;,.. (I _ ;:.... _.g,il . � }r VT '` " _1 .. W/ TEST ANa DRAIN I .�f ' . , - TYP. . ' ;I R ) ! i . ca Icls VA. _ _ _ r .r., , _ 49.� � �. . .n .,.,__ �. . ,�.., . _M._ 1111111111 r r y,.. jt .. 00 {. 1 GPVG 1. f � , 2-ir2' • N 1 a 1-1r2' R15ER2 I wr 2 T >~i� � I .^'�� . , a W/ TEST ARID DRAIN . . b. •x ... 1 GOI TER AT 1 � mw � a� IIr I .1 :. � �: � 5TUB UP TYP. 1 1 ' DE GToR �, -. TYP. �_:.. __ . ! ;.:... <_': CHECK VA. 1. 2-1r2' CPVC 1 k.. j I .: 1 -1/2' RISER I 1 __ >•, �. �" ' 2' COPPER AT - j I 5TUB UP TYP. .. s F ; , E5 AND DRAIN . ... �__ 2-1/2' PVG . # m 1 1 1. TYP T r i.: ` 1 ,: 2' G pPER AT r 4' DETECTORA" ! C -t. 1 .. STUB UP ..1. � - >?i. 1 � A I WECK VA. . I . . - � 1, _ 4- � ", �' { x ::a r I .. - I --- .... ,q _. , . - _ .. YK: . lig � 1 ;- r - , .�_. _�.p.� _ I . ,_ � L „ , 1 ' • . ,� �% _.. _a. Iy R .1 vy' A -..5.. i r. �,. ti N•Y• _; I y �J S I 1 ,:. I. I . I. �_, :fin"' •i 7r-'° j ! I >S k'� , I , ,i t^ Q t S - � ,.; � 11 I ,.,,,•-. _ w w. �.. 1 ' �' Ir.,1, . ,"< - J WORK BY OTHERS I ____n-r -- -ar54 : N1 I '"� �, ,LM •: A.- °, ". x.i Sa,y ! R .e nr ^'1.,r"'^, > �,,:r .. 'k e .: `1'1 �� I I _., ; ; :. , r, �w .1. . { y, �F, � 3� ° � % ! POINT OF CONNECTION FOR BUILDING FIRE SPRINKLER SYSTEM IS AT UNDERGROUND L t, � ,, ; t :,;, ;��.� , .:.� . I � 1-1/2.. � � ;:,: STUB -IN AT THE RISER LOCAl1ON A5 SHOWN ON THIS PLAN. I� r_„ ,;�R � ,Il ,:r _-i 6 90% WATER FLOW TEST ' .w ,- , 1 ', 1 ,:! x ..W/ T 5' D DRA�1.r.. f �. ti 4.. _ 3Xra.. - ..� ALL EXTERIOR UNDERGROUND FIRE SERVICE MAINS, FITTINGS, VALVE t �;. 7 " :11 . _ - ��e�M TYP , _ LOCATION: PGA BLVD. N1r,41Z sA,ils o1IGiW %3 ,.x _. - - , ASSEMBLIES,.,ETG.., SHALL BE INSTALLED BY OTHERS AND ARE SHOWN FOR - n _V _..�.. -i t, _ ...-�W I AT 56-14D P6A BLVD. _<-� - .._-� Y........� w TAKEN BY: COACHELLa AJP. DATE: 3rb12015 REFERENCE ONLY. CORE ANALYSIS CODES USED: 2013 CALIFORNIA BUILDING CODE 2090 CALIFORNIA ENERGY CUBE AND T€TLE 24 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 CALIFORNIA PLUMBING CODE 24)13 CALIFTIRHIAMECHANICAL CODE ZO,5 CALIFORHIA ELECTRICAL CODE 21;3 CALIFORNIA FIRE CODE BUILDING OCCUPANCY: R-2 (APARTMENT&) O (PRIVATE GARAGES: Maximum allowed Brea = 3,ODD SF per CSC ADa.3.21 TYPE OF CONSTRUCTION: TYPE V-D, SPRINXLERED (NFPA 13R / CSC 963.3.1.2) FIRE RATING OF BU'ILnING ELEMENTS (CBCTABLE 6011602)7 Structural Frame: O hour Bearing walls - ExleHar: 0 hour w! tare separaNan ruslanne 10' $ W t30' Bernina Waifs - interior. ohm Nanbearing Walls and Parlitioas - Exterior: 0 hour wi fire separalion distance 10' S Y < 30' No4paring Walls and PatUtinns - Irderlor: B hour Floor Cnnslrud(on: 0 hmfr (Including suppo Nng heamS and joists) Root Construclion: 0 hour (including su orFn beams and oisss { g � g i 1 "FIFFERTO CIVIL SITE PLAN FOR BUILDING SEPARATION DISTANCE DWELLING UNIT SEPARATIONS: 1 hour Fire Partition of Party Walls (CRC 708) OCCUPANCY SEPARATION 1 hour Occupancy Separmiork between U (Prlwate Garage) and R-2 occupancies {TASTE 505.41 SOUND CONTROL 56 STC Sound Transmission Corgrol IFMgOiMd pelwweep units (CDC 12071 ALLOWABLE BUU.OING HEIGHT' R- Y V- L Z 9CCUPAHC { TYPE BI 2 STORIES {TABLE 5031 U OCCUPANCY ftYPE V-B1 1 STORY ABLE 503 [T ) ACTUAL BUILDING HEIGHT: R4 = 2 STORIES U = 1 STORY ALLOWABLE FLOOR AREA: Aa =(AI + j At x If } I (CBC 5GO,1 (Whera Aa = allowable area per story. At = Table 503 area per story. and 11 - area inorsa se due to firn"e. See Calculallon ahowa,} TYPICAL 2-PLEX BUILDING: Ari - (7000 + 17000 x 017]} = 8,999 SF PER STORY TYPICAL 3-PLEX BUILDING, Aa a (7000 + (7000 x 0.451) - 10.150 SF PER STORY TYPICAL 4-PLEx BUILDING: Aa = (7OD0 + p000:0-251) = 8,750 SF PER STORY I ACTUAL FLOOR AREA: SOILS ING (2-ALM FIRST FLOOR: 2,366 SF SECOND FLOOR: 2,091i SF TOTAL (R-2): 4,453 SF BARAGES (U I: 90B SF BUILDING (3-f7LEX) Z,,? FIRST FLOOR: 3.935 SF ( SECOND FLOOR: 2.6Z1 SF ` TOTAL IR-2 }: 6456 SF GARAGES (UIY M47 OF BUILDING (4-PLEx) FIRST FLOOR: 5,864 SF SECONDFLOOR: F UL7 P a24 s TOTAL (Fi•2 ): Moil SF , 9ARAGES (U): 11781 SIP ALLOWABLE BUILDING AREA: Aa X 2 = Allowable twilding area 10 r a 2 story 8-2 0ccldpahcy (CBC 505,41 {See calculations abova-) BUILDING (2-PLEX): Aa = R.BW SF PER FLOOR X 2 = 17,780 SF PER BUILDING P E : AA = I0150 SF PER FLOOR D O F I BUILDING (3 L 1[j X Z 2 ,3o S PER BUILDING \ < BUILDING (4-PLEK): Ao M 8,750 SF PER FLOOR X 2 = 17,500 SF PER BUILDING �,/2'•, ACTUAL BUILDING AREA' BUILDING (2-PLEX): 6,371 SF BUILDING I3.11` C}: 7,903 SF } 4-PLf:1L: BUILDING I } 87P9 Sit r Z.� - FIRE SPRINKLERS: Required for Group R occupancies per C.B.C. 903.2.6 HPPA 138 sprinkler sysiem per C.B.0 903,31,2 Sprinkler protection shalt N provided for exterior balconies. deeks and ground floor patios of dwelling units where the budding Is of Type V construction provided there is a root or deck above per C.B.C. N&3.13.1 Quick response or residdnllel autarualle SprlokieTs Snail be installed within dwelling units and Sleeping units is group R DCcupancfes per C.B.C. 903.3.2 ._ '.... .A,,,� h y '... , ;,:-.,_ -'I i�F' STATRG: TI.$ PSI RI±5IDUAL: 6�.3 P51 QUESTIONS AND COMMENTS REGARDING THE MAIZE AND MODEL OF EQUIPMENT, ti' F 11. � I `- 2 1 FLOW: 1500 GPM EXACT PIPING LOCATIONS, THRUST RESTRAINTS, ETC..., SHOULD BE DIRECTED TO Ill ., THE INSTALLING CONTRACTOR. APPROVAL (REFERENCE ONLY) SCALE- = oE-0 11 SMERIVERSIDE COUNTY FIRE DEPARTMENTSITE PLAN: U.G. FIRE SERVICE O' 2'W 100! 1O' 1T = 50'0 / BY: � SA E US NO-MNGHA , FSS 1U" A A `--NOSE BIB PLAA Vl� 5 y O 1 i K� - -l'z. 4 0 t " 1 (-HOSE BIB 'n. 3 ;- 1j 7 �': 2 ti:,.- f i ! x SECTION A-R ITEM NO. MATERiAl_ NO. RED. 512E AND DESCR1PTiON SPECIFICAT:DNS REr1ARK5 1 1 4' DR 6" DETECTOR CHECK W/EY-PASS METCR- CVWD .1PPRDVED CVWD INSTALLED 2 1 4' OR 5" ADAPTER, FLANGED BY "iYi4N" OR M.J. DU_"LE IRON RESTRAIN 3 2r-S" K 4'-O" UTILITY BC1k W/4 WALLS- SEE MATERIALS LIST 4 1 2--5" X 4'-O" UTiL" BOX TOP SECTION. SEE MATERIALS LIST a 5 1 . 1 2'-5" X 4'--G' UTILITY BOX COVER. 3E1 MATERIALS LIST � Ei ? 4" OR 5" X REQUIRED LENGTH DUCTIL.E.. IRON PIPE. DUCTILE IRON - �' JOINTT c 1 7 1 4" OR 5" WiE VALVE. FLANGED CVWD APPROVED JOINT � 8 1 I SEE STD. DWG. W--17 t GATE WELL CAP VALVE OPERATOR WELL CAP CAST IRON SEE STC, DWG. W-18 10 i9 T MAIN SIZE X o" OR 4" TEE DUCTILE IRON 11 1 8" x B" HINGED METER READING L1!D - COACHELL.A VALLEY WATER DISTRICT DETAIL OF 4{' OR 6" DETECTOR CHECK a WITH IRY-PASS METER INSTALLATION FOR DUCTILE IRON PIPE 17 ..... APPROVAL DATE: rJU NE Z12T 3 L7RAWIM1IG 1�i1_1MBE:R: W-30 -I14 X 1-IA4 X IG I-f/4" PVG q� Gi°VG TTIM >�� 1-1/2' GPVG TO SYSTEM I-1/4' GPVG TO rVO Mg. ,� � a� o R 10, E LWITMO a "_ qe" 4 v4yAv,ery aLBP "NMI r+v 51" IyEL HtOLNr7ED OR . EXTERIOR ro" 0 r " 1-1/4' SIN&LE SMDOT m6 ON 1-V2' ADArTER SLIP X PI VIXTERIOR VOILL I OF RISM MANIFOLD ILVs RISER CLOSe T (1) ojum ANL7 TEST i' MAN DR40J VALVE A> SIDE (2) FLOW 6WITC 4 0 LLV TEST ANC> i?RAN OF 1'JIIILDINs3 (3) PRESSURE G LIGE 1 (4) Sk" ON EOC>Y - LLV RETARD SYS C44ECK VALVE -1/2' VIG NT21b THD 40 CONTROL VALUE - YETH TA1408R 5V471 H !F I-V2' CPVC P!DA;PT iv ° r 1-114' IN LINE C445M VALVE I' PVG Fire 1-1/2' :PVG GJ TO 6_-. 2' to i-1AVAIIFPTOK FIN*E - IPP INC. POINT OF CoVNN GT1O14 I .. tMR,1 :_. re YI Rv , f :;'._''•::iY 11 _.:l ="'' BLOCS RISM speop PROVIve MM SL.MVE a ` NO FLTTIN55 UNDM M.P& MAINTA 14 2' 14NFULAR P C.oHC, 1'GOT1N6 WAGE A" ARC7�Jp 110111109 T1kLOU6F1 SLAB TO 5'�' OUT 2' C4 P N MAI_DNO 1QISM - UNIV ENa+RGUNP STEP TO EE CAPPFIM TLM ONE PISGE POTH NO FITTINGS UFLDE'}L WIL.FIN6 TYPICAL RISER ASSEMBL Y NOT TO SCALE ALL F15i%" AND METAL-LIG UNDER W-OLM PIPE AND PIT71N65 d 00 PIROTWTiW KTH C41tMNUOUr' POL't'ETF LEM SLMMS AND 00A-W PM NPrA RE5ILIIW 9+1EiVl?3. (4,4NGER 5FEGII-ICATION5 Tomt HEX PIPS aiim 9 �� FE4 7 ARGCO 1" 6 5A6 I Vd' 6 UZ SA6 11R' Z SA(p 2" S 5n6 U.L. LISTED HANGERS FOR C.P.V.C. PLASTIC PIPE MEET'S OR EXCEEDS THE REQIR HINTS OF H.F-P.A. 13, 13R, 4 13D SYSTEM. M v cureGe HAT, neT/4 GN tbel rNow, e0n4e4-lne FAX, eau-'%AF5122 FIARAENZID HEX NFAD SELF THREADING 3CRJEK I9 FURNI521E0 WITH THE HANGER AND 15 THE YiiAimuM FASTENER SIZE A MrAE71.-E 0 0 GAVG DOVBLE FASTENER STRAP TYPE HAr�iC,ER NARDID," NEX MEAD SELF iTIRE,ADNW. 9CREh4 MINIMUM FA-5 WER 51ZE ACCEPTABLE IS THE TP40 140'LE - CPVC AANGER DOUBLE OFF9� HANGER 14AWMED HEX HEAD SELF T4 APIW. SCREYI tS FU;RNi5HED N rrH THE WANGAR AND IS THE MINIMUM FASTENER SGIZ AGCEFrAM-E kmL HARD34FD HEX HEAD SELF THREADING 5CRgA 15 FURN15HLD WITH THE HANGER AND 15 THE MNH€M1JM FASTENER 512E ACCEPTABLE 14:�:� 01E0 1 CPVC DOUBLE FASTENER STRAP TYPE e{AHGER CPVC 'NO SL.Or-W TYPE HANGER I.I.L. LASTED 51DEMOUNT - CPVC HANGER CENTRAL "NO BLOCK" DANGER z c U 7-0 * ` _E.(-) * Or. O � GRV h �} LU i3 W �,+ } � CJ 1 z-, U) �1 � .) - '--i 414 i- , IL � C 4 e � U i LL 2 Id 'h oS a� I i, A A a e � 1 i 0 � t 4 4 a 0) 111 I.._. ,7 () 0 ___ a < � V J @ "� D 0 Z_ � 0'D I (r 04 � v u 7 © �' Q � �-1 U () ai r- z fa 0 L W q � U r 0 -1 f] � m d3 C) © `l . I-' d 6 d) � � ,,11 `- In o � IYS z O(+ lep `V v a ` m c O .2 � E W C 4 o 'O L EL e -a ..0 CL C a a u-, L) I I. � BUILDING SQUARE Fki%,.jTAGE GR S �UARE F T DATE. Z. E# " THE FIRE DEPT APPROVAL FOR PLANS VALID FOR ONE YEAR -SUBJECT TO CL7MpLT,gNiCE wrTH APPLICA9I_E CODES BUILDING GROSS SQUARE F � g T A G E S AREA CALCULATIONS :.. L UNIT PLAN GROSS SQUARE FOOTAGE S BUILDING (2•PLEx) ` BUILDING�(3-PLEX) FIRST FLOOR FIRST FLOOR ...... , - `. LIVING: 2,SM SF LIVING: 3.753 SF GARAGE: 908SF GARAGE: 1,347SF ° UNIT 1A &18 SQUARE FOOTAGE _......_) .UNIT 4A &..413 SQUARE._FODTAGEi ... 11 st floor accessible unit - 2 bed i 2 bath) jtownhouse unit - 4 bed i 4.5 balk] ENTRY PORCH_ 0 SF ENTRY PORCH: 120 SF UTILITY CLOSETS: 54 SF UTILITY CLOSETS 57 SF FIRST FLOOR 1.460 Sf RRST FLOUR i I,149 SF SECOND FLOOR -; D FLOOR SF TOTAL GROSS AREA: 3,273 SF TOTAL GROSS AREA: 5,262 SF _,1,T TOTAL 1,4n6 SF TOTAL 295 TOTAL2, GARAGE 436 SF GARAGE 454 SF ' sECONU FI OOR SECtiIdD FLOOR UTILITY CLOSET 25 SF DECK � 66 SF 'I LIVING: 2,032 SF LIVING' 2,555 SF UTILITY CLOSET ` 31 SIF , DECK: Fib SF DECK: B8 SF TOTAL GROSS AREA: 2,098SF TOTAL GROSSAREA: 2,621 SF UNIT 2A & 28 SQUARE FOOTAGE UNIT 4XA & 4X8 SQUARE FDOTA E {Iwnhouse unit - 3 bed 13 hath} (townhouse unit - 4 bed / 4.5 belh) BUILDING TOTAL GROSSAREA: 6,371 SF BUILDING TOTAL GROSS AREA: 7,993 SF 1,467 U FIRST FLOOR 1,149 SF FIRST D FLOOOROR SECOND FLGDR 527 SF SECDILO FLOOR 7,749 SF ti„ _.') TOTAL 1,9 7 SF TOTAL 2,248 SF GARAGE 439 5F GARAGE 45Z 8F PORCH 119 SF DECK 66 SF -:-,--� '� UTILITY CLOSET 25 SF i BUILDING (4-PLEX) } FIRST FLOOR UNIT 3A & 313 SQUARE FOOTAGE LIMPID: 5,224 SF (townhouse unit • 3 bad 13.5 bath} FIRST FLOOR 1,152 SF I t•IAP War TO SCALE VI I N 1 TY N4AP � GARAGE: 1,781 SF J' ENTRY PORCH: 120 SF SECOND FLOOR 986 SF TOTAL 2,0D38 3R UTILITY CLOSETS: 50 SF GARAGE 454 SF TOTAL GROSS AREA: 7,116 SF UTILITY CLOSET 31 SF _ ....... __...._.... ..........._...._._._ AVENUE 52 SECONDFLOOR ' LJVIIIG: 2.558 5F UNIT 3XA & 3X8 SQUARE FOOTAGE DECK, 6E SF Ifowphouse unit - e a1k1 v3 TOTAL GROSS AREA: 2,524 SF FIRST FLOUR 1,149 SF z o AVENUE 53 SECOND FLGDR 392 SF TOTAL 2,931 SF E vi BUILDING TOTAL GROSS AREA: 9,79R SF GARAGE 454 SF Jr' \..J _ r Li - AVENUE 54 PIPE TABLES t�--y � fi,nTe_ inane Lnfv. a, rti n,,, Rr lna,L not ono .i i Ft 1 hC�R64r,"C�34 �E3T]°RC�C f3idf 4 m )_ L IA_.l �© � - .. ®� ON4 CLASS 20D PVC PPE D NOMINAL ACTUAL 4- 4.CT 6' 5.86 a' ,.o }O' R.42 12' Il,2O ALLED eDYNA-FLOW PPE D 1' LIM 1-1/4' (_W6 -1%0' t _= 2-2M �2- 2u �. f4F1 5. 8.514 4- 4.910 d�° 6.409 EI CK 10 PPE D 4' 4.260 5° 1S_?4B b' 6-VYI D. 8.144 10' 109TO YNA-Thy MPPE D Nowum- AGI'LIAL C, 14W 1-114' 1.405 1-1/2` Ib94 2" 2.104 L o iNIOIlIAL ACTILML 5I4' 0AZ I' 1.101 i-1/4' 1244 I-1/S` We 3' Z,OO5 2-IA2' I 242S B" 2.952 I, .L7 cuuflfiC vu., 4,W,•v u,,,vn. n-, v,r vv,,.vn�v v�r-1.1-r., , v,,, v !;v v,vr.r ] $"wrwlw..w�-...^ram., _..__ __. - ____.- ____-__..__ . Q oa 0 :L 0, V < 0 SITE �gy�r�y � AIRPORT BLVD. lye 1�L7[P 1 L'A'/ t SCOPE OF WORK \� WEISKQPF . . I. PROVIDE NEA FIRE SPRINKLER SYSTEM COMPLETE AND READY TO U5 AVENUE 58 IN ALL MULTIFAMILY BUiLDIN65 PER NFPA 15K 2015 PER THE RECUIREMENT5 OF LA QUINTA FIRE DEPARTMENT, PROJECT Na. LAQ-15.RS-058 I - RISER DETAIL I TRACK No. 36537 _ � ��T i� P ti 0-.1 N W. -01 � ' Z1�w r1 r-w Y i I- ( __ JO13 NO, G5-103 DRAWN BEN L. DATE 418/15 DESCRIPTION COVER SHEET GENERAL NOTES S PLEX BUILDING ti 95 SHEET NO. FP-1 11 r F- C3 U Z Ld Z Lj z E::, z L) < LLJ P11 F-1 C3 CIL wr LDLd < z C U j:; _J Lj > _j CL D > z >. 1.11 < gi = L'i LLJ fy z L) La [If LLI L) )11 LL AL; Z L6J rn Z aY 00 LJ z F_ [z) ), nf < 13- � LLJ M Li tl LLJ > F_ uj > _j U z wz cc tY LU LLP [:j OL 0 w 13L LJ I LLP Ld Qa Z U Z L_ < Z LLJ CL nc Z W Ez F- )k- W x F- Z LJ W OL w W w w > E3 W M P 0 W < aW 0 OL _j IL IL P z z < z LLJ Z X In LLJ < L) LO r)c 0 Z _j Q' _j Ld as E j � j I. L-j 11-41 SIM MAKE AND MODEL SI# SPACING K-PAC I SIZE TEMP TYPE FINISH CANOPY QTY 0 6ENJU RC: RES 4e 6:584(o1 1ro' x 16' 4.9 1/2 1&20 RESE) WHITE WH/C0NrLr,> 61 RELIA5LE RFR 5& fR,41414 l500 5_& 112 200* e6im WHITE WH/FRECE55 11 0 RELIABLE F1FR 56 R41425 1500 5.0 1/2 200" 8:5LJ 5RE75 N/A .4 3PLD( TOTAL BUILDING HEAD COUNT 82 ..... . .. . ...... .... . . . .......... . . .. . ..... . . . . . ..... ..... . ... . ... .... . . .... . .... . ..... .. . ... ... . . . . .. . ............ . . .. .... ..... __ L .... . ... . .... . .... . . ..... . . ..... . ..... _ _ . ......... L . ...... .... . . .... .... . . . ... . ..... -V ... . ............ . . ........ .__ 0 ... . ... . .... BEDROOM 2 Q [t ! _. I . (P .... .... . ....... .. F: . . ... ..... If . ....... .....IY r, .. . ..... ....... D z All > 4 : . .. . .... .. . ..... All % _ - iLt .7 ... . . ...... . ... . ..... . ... . . ..... . .. . . ........ ..... . . ..... . ... . ...... .2 N D ..... . . .... ......... ... 2 CA C" 0 C14 21 0 F........ . ..... L 29 J L 2n 0 -A ...... ... . . ..... .. ........ .. ... . .. ... . ...... .. .. ....... ...... . ...... - I - ---- I I — — 31 Lell I I D; 2L . ..... . ..... . .. . ....... ........ ... . ...... ........ . . ....... . ......... . 1.55E TimberStrand'15 LSL Headers and Beams 41 ... ..... . . . ..... . ...... Tl jargin't CAUTION Clh I This building corrtains. a CPVG fire sprinkler system. This CPVC fire sprinkler system Is a Life Safety ED. A dwh Alkwed hole zori 'OF 204 Assembly and must he treated carefully. Please read the followi" before any activity which could 6 contact this system: z 0 CM poing components Rmy be damaged by certain substances and congruction practices- S) EXP. DATE 760 DO NOT stack, support. harq equ4xnem Or flexitA M.TCabic (eWlally Sj & 3L L 15 1. L lb i ±4 or otter metmal on. tine fife sprWer systarn. OF Jq- ONLY syqm compaffie materials including, but no', limited to wwrd ceyllarm, caulks, sealants, Curling dis .......... n S mc)OP.C4 D Irl BEDROOM 2 j and thread pastes as Wed in Haml's Installation instruM.ns sftmU be used in cooW LA4htis s,�ri. 8. DO NOT "pose W pfocWts to Incompatible substances such as curdag oils, frin-waler based paints, packirV Ms, tra0w] pipe thread pea and dope, fungiddes, termlKid&s. insed-cidoss. detergents, Dancing ro 10, utilks, adhesive tape. �iolclef flux, fleMb;a Y*eicdlole {,Nitti special consider4io for mmmunicalim cabliq), and non-apprined spray famn ir=Iatw rrateral&. 1 . . . .. . ..... .... L _t DO NOT expose CPVC products lo edVa oils. solvents, or glycol -based ant -fteazo fluids. r mkiefing qux- 6 W . ...... ..... __A . ... . <K> 1 Other Trus JoistO Headers and Beams DO NOT "pose UIVC; pi(xkLz to open dame: 5okier, and r 1.3E Ti, in berStTa n r LSL WTOlanot LA and W NOT drop, distort. of inpact CPVC pmdwU or allDw Aecis to be dropDW w twm. Paral I a 10, PSL h Ole .... . ... . .... J 2 x diameter of the . ..... . .. . .... . .... .... . ...... . — I I :i V� � Q� larg �A depth !ft "8 mn6,qrjm1ad wo oils Mydnxaftn� or oNr Wunpatlbll:o materials. . .............. — ... ...... ..... . ....... ho I e: i. on e e:�t h Ole (mini mom) 00 NOT haidle, CPX prcdut8 w 0 0 z:J A/Lra Fall4ne to fol;ow thi& notice may taaw cracks ar fractures to develop in CPVC products resufflng in property damage an pmona idjury tie o leaks or on ng. e presence o any v e cra a may .... . . .... require parfial oy fall system mplacemunt. For additional Irdofmartion contact the general contractor, cc the fire sprinkler systarn installer, or the CPVC man afacturw, 0 cz R lY s—, =J A . .... ........................... ...... . ...... .. ............... ..... ... . .. . ..... . MicrollaW LVL atid For additional UNIT 4A .1 ■ hl UNIT3XA Pa [a 113 M", PSI irdormation contact: IZARVEL UNIT 2A allowed hole zone W KtpabW Rd., Eas1w, PA 18&40-929D I Addle 14 span ear. 74w 610.252,7355 • wPw.hoV**Wftq4e.cPm 13E TwbetranO LSL alloyed hole zcrnc A — , --- I 4 - i-4-A _T - 3-PLEX SECOND FLOOR5CAi.F_-- 9116" V0" SCALE 0. 4' a 12 16, UNIT 4 OPT. IN LIEU OF LOFT OF I V169 1%0" ti This building is protected by a Hydraulically Designed . . .... Automatic. sprinkler System. Location n ... .. ..... ............. ... ....... . .... Na. of Sprfnklers NOTE: ROOMS DESIGNED WITH A SINGLE SPRINKLER HEAD U-4 served by this riser: E 41-V 12sa — — — — — — — - r ARE TO BE SPAOED AT 20 X 20' WITI 21.0 GPM Na. of Sprinklers 121-011 H T 2 a� 8 A t 0 In calculated -area. 121-011 •4"-311• 4 -0" y __� L4 UAeAUL L 41- FLOWING PER HEAD.Bas1s of Design SQ ALL OTHER AREAS TO DE SPACED AS NOTED IN T11E L DENSITY .05 GPM/ . Fr. N, 1MSr_if%&D AREA OIFOLSC44�1 16X16 GENERAL NOTES ON SKEET EP��. system Demand I { 3j �' 55.7 �GPM 1, GF" PI_C-WAFr_-Z .. . .......... . .... ...... .... . ALL NEW PIPES TO BE 1" CPVG PLASTID, U.N.O. 2. RESIDUAL PRESSURE AT THE 5A.SE OF THE RISER 50-3 PSI .... . .. . ..... 3. STATIC FWSSWFir= TYPICAL CEILING q'-O', U.O.N. B.1-o miN. F�si AT TWE Mu48E OF Tl�-E RISE \Z 1-1/4 . .. ....... . . . ..... . ...... 01w - — — — — — . ...... ....... ......... ...... . .... zt ALARM BELL .. ........ . ... ...... . . . . . . . ... ............ Ii _T —__ 7, F 7- ___F -T_ __1_7 F _031 01 61 -4j N El 'T Ni G IF�! F it 4 -011% ��l . - . .. --:! A J, I. A.. :-4 12 j ...... .. . .. . . AET AM -'rV - 1, d) 1 A\ yf� ...... .... . . ..... ..... . ........ . ..... 0 1 LC) LL P, A 4 4 ...... .... . ..... ...... W/ TEST AND DRAIN . . . ....... T -1 777.... .. .... 1.. . ...... — . .... .... . . . . ................... . . ..... . . .... . . . . . . ..... . . ......... ... . . ...... ... ..... . ... ..... 16_6. (P 0 --t 1 'Ir'I...I --------- SPRINKLER 5ffk� NOT BE REQUIRM IN GLO5FT5 2-- M _...-ON X UAICOW5 AND EXTERIOR BREEZEWAY$/ L 3 CHF Nt 11-V ! 1 7-7 -E V ..... ..... . . ..... . ... . ... 00MOOR5. KEGARDLE55 OF 51ZE- TYP. . ..... PER NFPA 13R 201:3 5ECTION rok.7 ... . . . ..... ..... ..... _6 . . .... ... . . ...... ........ .. ......... . Vi . ..... . . ..... ......... . . . ..... ..... ..... ...... .... . .... . . ..... 31 J, 011 J Doll I'! V .7 '1 011 LNI L .011 r . . . ..... .. t+ MASTER HTAF! 21 21 L r pl�r L_ A L j _TF 7LL . . . ...... .. T. F— -Gill J_ .65,11 V . ..... . ......... .. .... . . ...... ... - P TA-iRiD M AT i S111 LP L N100511 Om ... . ... ...... ... ... . .......... 71 -- Mw14 V V-2ji Q4'-2" ii RATPAM IMASTE11 MOOSC138 *k . .. .... .. mwoom RQ,A-m I 7� WEN KI 7 -- ___ ___ . ......... . ... ... . . . . ..... I _J . . ..... ... .... . ............ ... . ...... . ..... ... . .... ...... .... . ....... . ...... .. ..- - -=t- - - - - - t--.- _l:;__ ____ � V F T1_ ...... . ...... ..... . E. . .. . .... . ... . ... . . ..... J_ . . . ..... ..... .... . .. . ..... ..... EJ E-] .......... . .. E 4 F .... ..... .... . . .. . ... .. .. ... .. ... . .. --UNIT 2A UNIT _3XA, \\UN -IT 4A 3-PLEX FIRST FLOOR 50ALE: 5/16" = ISCALE SCALE 0. 41 ok 12' 16, 3/16' = 1%0' BUILDING SECTION 12' 50A4X.- 1/4 -011 1/4! = I'V E 0 LLI lu %Q D 3: z -A 0 IJA IL .4 Z a_ � 0 M Q ILI L: 0 0 r_ 0 Cc 0 ir a- 'a J= CIL 0 0 coo rn N Gr) K-5-0121 NO, C5103 DRAWN 5EN L DATE 4/a/15 DESCRIPTION 3-PLEX FIRST FLOOR SECONDFLOOR BUILDING SECTION SHEET NO. FP-2 i INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR SIGANTURE VILLAS AT PGA WEST 15140 PGA BOULEVARD BLDG 15 3 PLEX LA QUINTA, CA. 92253 ^FILE NUMBER: C5703 DATE: APR 9, 2015 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: .05 gpm/sq. ft. 530 sq. ft. 256 sq. ft. 4 sprinklers 55.6 gpm 55.7 gpm 55.6 gpm @ 50.3 psi 1/2 inch INNOVATIVE FIRE PROTECTION, INC BEN LEDESMA LA QUINTA FIRE AUTHORITY C.16.711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 71.8 67.3 1500.0 71.8 55.7 61.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 55.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 61.1 55.7 D 0.0 - - - 61.1 - - - C 0.0 - - - - 57.1 - -- - UG1 0.0 - - - - 52.3 - - - BOR 3.5 - - - - 50.3 - - - TOR 6.5 - - - - 46.3 - - - 1A 10.0 - - - - 38.6 - - - 1B 10.0 - - - - 30.0 - - - 1C 10.0 - - - - 27.2 - -- - 1D 10.0 - - - - 25.5 - - - 2A 20.0 - - - - 19.0 - - - 2B 20.0 - - - - 17.1 - - - 2C 20.0 - - - - 10.5 - - - 2D 20.0 - - - - 7.4 - - - 201 19.0 K= 4.90 7.6 13.5 2E 20.0 - - - - 7.2 - - - 202 19.0 K= 4.90 7.0 13.0 203 19.0 K= 4.90 7.2 13.1 2F 20.0 - - - -- 10.6 - - - 204 19.0 K= 4.90 10.7 16.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 55.7 4.026 PL 30.00 PF 0.1 SRC 0.0 SRCE 61.1 (N/A) 1.4 150 FTG 2ETG PE 0.0 D 0.0 0.0 61.1 0.0 0.001 TL 93.47 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 61.1 0.0 4.0 psi, 55.6 gpm C 0.0 0.0 57.1 0.0 Pipe: 3 55.6 2.445 PL 425.00 PF 4.7 C 0.0 0.0 57.1 0.0 3.8 150 FTG 7E2T PE 0.0 UG1 0.0 0.0 52.3 0.0 0.009 TL 511.00 PV Pipe-: 4 55.6 1.985 PL 10.00 PF 0.6 UG1 0.0 0.0 52.3 0.0 5.8 150 FTG 2E PE -1.5 BOR 3.5 0.0 50.3 0.0 0.026 TL 22.00 PV Pipe: 5 55.6 1.598 PL 9.00 PF 2.6 BOR 3.5 0.0 50.3 0.0 8.9 120 FTG CB PE -1.3 TOR 6.5 0.0 46.3 0.0 0.111 TL 23.56 PV Pipe: 6 55.6 1.394 PL 18.00 PF 6.2 TOR 6.5 0.0 46.3 0.0 11.7 120 FTG EB2R PE -1.5 1A 10.0 0.0 38.6 0.0 0.216 TL 28.59 PV Pipe: 7 55.6 1.394 PL 28.00 PF 8.6 1A 10.0 0.0 38.6 0.0 11.7 150 FTG 32.0 PE 0.0 1B 10.0 0.0 30.0 0.0 0.143 TL 60.00 PV Pipe: 8 21.0 1.101 PL 31.00 PF 2.8 1B 10.0 0.0 30.0 0.0 7.1 150 FTG B2R PE 0.0 1C 10.0 0.0 27.2 0.0 0.075 TL 38.00 PV Pipe: 9 14.4 1.101 PL 29.00 PF 1.7 1C 10.0 0.0 27.2 0.0 4.9 150 FTG EB4R PE 0.0 1D 10.0 0.0 25.5 0.0 0.037 TL 45.00 PV Pipe: 10 -6.6 1.101 PL 130.00 PF 1.7 1D 10.0 0.0 25.5 0.0 2.2 150 FTG 60.0 PE 0.0 1C 10.0 0.0 27.2 0.0 0.009 TL 190.00 PV Pipe: 13 34.6 1.101 PL 17.00 PF 6.8 1B 10.0 0.0 30.0 0.0 11.7 150 FTG 2EB PE -4.3 2A 20.0 0.0 19.0 0.0 0.188 TL 36.00 PV Pipe: 14 21.0 1.101 PL 25.00 PF 4.1 1D 10.0 0.0 25.5 0.0 7.1 150 FTG 2E3BR PE -4.3 2B 20.0 0.0 17.1 0.0 0.075 TL 55.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 15 12.1 1.101 PL 60.00 PF 1.8 2A 20.0 0.0 19.0 0.0 4.1 150 FTG B4R PE 0.0 2B 20.0 0.0 17.1 0.0 0.027 TL 69.00 PV Pipe: 16 33.1 1.101 PL 25.00 PF 6.6 2B 20.0 0.0 17.1 0.0 11.2 150 FTG EBR PE 0.0 2C 20.0 0.0 10.5 0.0 0.173 TL 38.00 PV Pipe: 17 39.6 1.101 PL 8.00 PF 3.1 2C 20.0 0.0 10.5 0.0 13.4 150 FTG B PE 0.0 2D 20.0 0.0 7.4 0.0 0.241 TL 13.00 PV Pipe: 18 13.5 1.101 PL 1.00 PF 0.2 2D 20.0 0.0 7.4 0.0 4.6 150 FTG BR PE 0.4 201 19.0 4.9 7.6 13.5 0.033 TL 7.00 PV Pipe: 19 26.1 1.101 PL 2.00 PF 0.2 2D 20.0 0.0 7.4 0.0 8.8 150 FTG PE 0.0 2E 20.0 0.0 7.2 0.0 0.111 TL 2.00 PV Pipe: 20 13.0 1.101 PL 6.00 PF 0.6 2E 20.0 0.0 7.2 0.0 4.4 150 FTG EBR PE 0.4 202 19.0 4.9 7.0 13.0 0.031 TL 19.00 PV Pipe: 21 13.1 1.101 PL 6.00 PF 0.5 2E 20.0 0.0 7.2 0.0 4.4 150 FTG E2R PE 0.4 203 19.0 4.9 7.2 13.1 0.031 TL 15.00 PV Pipe: 22 -6.5 1.101 PL 2.00 PF 0.0 2C 20.0 0.0 10.5 0.0 2.2 150 FTG PE 0.0 2F 20.0 0.0 10.6 0.0 0.009 TL 2.00 PV Pipe: 23 16.0 1.101 PL 1.00 PF 0.3 2F 20.0 0.0 10.6 0.0 5.4 150 FTG BR PE 0.4 204 19.0 4.9 10.7 16.0 0.045 TL 7.00 PV Pipe: 24 -22.5 1.101 PL 78.00 PF 8.4 2F 20.0 0.0 10.6 0.0 7.6 150 FTG EB9R PE 0.0 2A 20.0 0.0 19.0 0.0 0.085 TL 99.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.4 ft/sec at pipe 17. (4) Available pressure at source node SRC under full flow conditions is 71.79 psi compared to the minimum required pressure of 20.00 psi. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARDI.PIP PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 2.445 8.00 15.00 6.00 23.00 9.00 3.50 0.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 PAGE: H MATERIAL: S40-100 HWC: 100 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 4.026 7.14 14.27 4.28 15.70 8.56 1.43 14.27 14.27 14.27 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS ( r-I N O O O O O O O O O �+ O O O O O O O O O I 00 L� l0 U) rn N �--I 0fz4 �D0w axwulUl D12 Pq P4W r�. O O 0 N O O 00 -i J-1 r-I 41 Lo a) O E1 � O H � 44 O Ul o N O pi -i q a N O O o z v O O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 3-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS WATER SUPPLY CURVE * <-67.3 psi @ 1500 gpm 66+ Flow Test Point X 60+ 1 54+ P 48+ R E S S 42+ U R E 36+ P S I 30+ 24+ 1---= __________ 12+ LEGEND " X = Required Water Supply 61.15 psi @ 55.7 gpm " 6+ " 0 = Available Water Supply " 71.79 psi @ 55.7 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Fire Department Deposit Based Fees Effective as of 11/16/1998 - County Ordinance 671.18 These are Deposit Based Fees and there may be additional money due prior to or after project final. We do not accept cash or credit cards Checks or Money Orders are to be made payable to: Riverside County Fire Department Plans are reviewed in the order they are received. Plan Review/Inspection Min. Plan Sets Deposit Base Fee Building j I 2 $1,056.00 Tenant Improvement Building 2 $696.00 Fire Sprinkler (per riser) 3 $614.00 Tenant Improvement Sprinkler 3 $614.00 Residential Sprinkler 3 $614.00 Fire Alarm System 3 $627.00 Sprinkler Monitoring System 3 $192.00 Suppression Systems 3 $215.00 Aboveground Fuel Storage Tank (first tank) 3 $217.00 - Each additional tank $32.00 High Pile or Rack Storage 3 $348.00 Fire Flow Report 1 $178.00 Technical Report - Research $584.00 Special Inspection $126.00 Items not listed above are on a sliding scale stprting at $197.00 - Up PRt~_�CT PLAN CHECK /INSPECTION TR, --KING SHEET Received Date: Project Name: Permit# L,4A— l S' - r_S — (56 g Address- Suite/Bldg#_6 City: Occupancy Load: Occupancy Classification: Please mark all Plan Checks and Inspections that will apply to this project in RED INK ONLY. RE D PLAN CHECKS CORR CORR CORR CORR CORR CORR APPR BY APP'D DATE 7st Date: 1st Initials: 2nd Date: 2nd Initials: 3rd Date: 3rd Initials: ❑ Tract Access/ Hydrants ❑ Building Plans New ® 1 TI ❑ ❑ Hydrant/ Water Systems ® Sprinkler Plans LN y 2! !,5 ❑ Hood Extinguishing Systems ❑ Monitoring Plans JW Alarm System Plans L!J O L ❑ High Pile Rack Storage ❑ UST/AST ❑ Other: ❑ Other: RE D INSPECTION TYPES CORR CORR CORR CORR CORR CORR APPR BY APP'D DATE 1st Date: 1st Initials: 2nd Date: 2nd Initials: 3rd Date: 3rd Initials: H drant S stem Inspections ❑ Thrust block pre -pour ❑ Underground rough ❑ Underground hydro ❑ Flush ❑ Final 5 rinkler U.G. Inspections ❑ Thrust block pre -pour Underground rough Underground hydro ~ Flush Final Fire S rinkler Inspections ❑ Weld inspection ® Overhead rough piping ® Overhead hydro e1,L 6&1j<, UG flush / OK to connect i A ❑ Main drain/Inspect. Test ❑ In -rack sprinklers ❑ Hose racks ❑ Final ❑ Flush Hood Extinaulshing Inspections ❑ 11 Detection system ❑ Function Test ❑ Gas/Electrical shut-off ❑ Nozzle model/placement ❑ Fire alarm connection ❑ Final READ Inspection_ Types CORR CORR CORR CORR I CORK I CORR APPR BY APP'D DATE 1st Date: 1st Initials: 2nd 2nd Date: Initials: 3rd Date: 3rd Initials: Fire Alarm Systems Inspections ❑ Rough -wire inspection ❑ Function test ❑ Duct detectors/velocity ❑ 24 hr. battery test ❑ Sprinkler monitoring ❑ Final Hi h Pit e Storage Racks ❑ Verify Matches FPE Report (if applicable) ❑ Commodoties ❑ Storage Height ❑ Flue Space ❑ Final USTIAST Tank Ins ections ❑ Installation ❑ Removal ❑ Emergency shut off ❑ Primary piping ❑ Secondary piping ❑ Dispensers & shear valves ❑ Final SDrav Booth Insoections ❑ Installation ❑ Air flow test ❑ Mechanical interlock ❑ Extinguishing system ❑ Fire alarm connection ❑ Final S ecial Suppression Inspections ❑ Door fan test ❑ Abort test ❑ Mechanical shutdown ❑ Detector test ❑ Deluge/pre-action ❑ Final Misc. lns ctions ❑ Tract Access/Hydrants ❑ High Pile Rack Storage ❑ Other: ❑ Other: ❑ Other: Knox Access Ins ections ❑ Building Knox Box ❑ Gate Access Knox Box/Padlock BuIldinsi Insoection Inspections ❑ 1 T/I final: ❑ Shell final: ❑ Final for occupancy: Hetrick, Kohl@CALFIRE Subject: LAQ-I5-RS-058 - VILLAS/ PGA WEST/ BLDG 15/ 3 PLEX - RES OH ROUGH/ HYDRO Location: 56140 PGA BLVD., LA QUINTA Start: Mon 6/22/2015 2:00 PM End: Mon 6/22/2015 2:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Lynn Co. Name: Phone#: 619-593-8200 x105 Cell#: Innovative Fire Protection CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct )Iocity 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 Delu e/ re -action Weld inspection Final X Overhead rough piping UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test EmeMency shut off High pile storage Primary i in In-racksprinklers Secondary i in . Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function'Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Buildinci Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: ,A4 r$ P 1 Hetrick, Kohl@CALFIRE Subject: LAQ-15-RS-058 - VILLAS/PGA/BLDG 15 - FINAL Location: 56140 PGA BLVD, BLDG 15, LA QUINTA Start: Tue 12/22/2015 1:30 PM End: Tue 12/22/2015 2:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: TONY Phone#: Co. Name Cell#: 760-485-9050 PGA WEST urossJi: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough X Function test 5\. Underground hydro Duct detectors/veloci Flush X 24 hr. battery test — DAY 1 S Final X Sprinkler monitoringLASS i 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/ore-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves X Final S Final KITCHEN HOOD EXTINGUISHINO MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/ lacement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Hetrick, Kohl@CALFIRE Subject: LAQ-15-RS-058 - VILLAS/PGA/BLDG 15 - FINAL Location: 56140 PGA BLVD, BLDG 15, LA QUINTA Start: Wed 12/23/2015 1:30 PM End: Wed 12/23/2015 2:00 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: TONY Phone#: Cell#: Co. Name 760-485-9050 PGA WEST CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush X 24 hr. battery test — DAY 2 Final Sprinkler monitoring SPRINKLER U.G. X Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In -rack sprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final X Final for occupancy t Start Time: Finish Time: Start Time: Finish Time: 1 Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Merkel St, Ste 150, Riverside, CA 92501 Ph (951) 955-4777 Fax (951) 9554886 Mumeta Office: 39493 Los Alamos Rd, Ste A, Mumela, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las M0maRas Rd , # 201 Palm Desert, CA 92211-4131 Ph (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: To: LA QUINTA B&S Fax: Tract/Parcel Map #: SIGNATURE VILLAS #15 Permit/Lot #: LAQ-15-RS-058 ,lob Site Address: 56140 PGA BLVD LA QUINTA XX Final For Recordation - RESIDENTIAL SPRINKLER SYSTEM W/ MONITORING Release For Building Permit(s) Shell Final Only (No Tenant) XX 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. Z��w - 4LD-_ Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Riverside. County Fire Del� _ _,ment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 ❑ New 11P Re -Submittal # PLAN REVIEW FORM ire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 ❑ As-builts ) i-'� Permit No. ,Project Information (Please Print) Ftivey�JaWC6UAtY Fire Office of the Fire Marshal JUN 4 2 Z015 Project Name: g1"64 U " f have read and understand that Fire Dept. fees are q Deposit Based Fees and there may be additional Address: _ lo- L `r Wh"A i�� 106-Y money due prior to or after project final. j Sign: City & Zip: L Print: Contact information Billing Information (Same as Contact Info CONTACT PERSON: Ser, k-- ( r *- T_\ BILL TO: Mailing Address: QI 6-000( 4I Y, MW� Mailing Address: City & Zip �ryv... Cc:,, City & Zip Phone No.: 01q4bgq Fax: Phone No.: Fax: Email: SC�LY o, h SLD+M Email: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type Check appropriate items ❑ Commercial ❑ Industrial XI Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area ❑ Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storacle Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use• Fee Paid: rl -�, D D Called for Pick -Up Date Paid: � I �� Reviewed by: Date: By: PC Review Date: ' Check#: 10 (P (all ® Approved ❑ Denied Picked -Up Date: �� BY: , laCr✓ Received By: Plans Stamped: ®Yes ❑No Shipped By Met ' `'� Letter Attached: ®Yes ❑No Receipt# (OCR) [ Job Card Included: ®Yes ❑No )4DBF ❑DBF ❑DBF F(01 ! —R• tsed71il- 2 rr� '�tYri. S Riverside County Fire Der' - *talent Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 Pire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 q6 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM 8 New ❑ Re -Submittal # ❑ As-builts City#s: BIZES2015-007007 i' Pel`mlt NQ, 1 F0- /.5 -�S - (�5R 0075 Project_lnformation (Please P�inf) - =. Office Use Only Riverside County Fire Office of the Fire Marshal APR 0 2 2015 Villas at PGA West (3-Plex Bldg 15) M-'cta Project Name: I have read and understand that Fire Dept. fees are 56-140 PGA Boulevard Deposit Based Fees and there may be additional Address: money due p 'vr to or aft ro"e t fl 1. p: La Quinta, CA Sign: City& Zip: Print: Con#act Information :��,�?Y' Billing information 0`Same as=Contact info - w.. 9 _- CONTACT PERSON: Mary Nettles BILL TO: California West Construction Mailing Address: 5927 Priestly Drive, Suite 110 Mailing Address: 5927 Priestly Drive, Suite 110 City & Zip Carlsbad, CA 92008 City & Zip Carlsbad, CA 92008 Phone No.: 760-918-6768 Fax: 760-918-6749 Phone No.:760-918-6768 Fax: 760-918-6749 Email: mnettles@californiawestcommunities.com Email: mnettles@californiawestcommunities.com The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in bfiling information must be made in writing to our office. Pldn keview Tvve (Check appfoDriate items) ❑ Commercial ❑ Industrial El Residential ❑ Special Event ❑ Other 111 Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area ❑ Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Nfira list- C Fee Paid: Reviewed by:, Called for Pick -Up Date: By: Date Paid: �,. �. � PC Review Date: Picked -Up Check#: i0759 © Approved ❑ Denied Date: By: Received By: Plans Stamped: ❑Yes ONO Shipped By / Method Letter Attached: QYes ❑No Receipt#(OCR) a! Job Card Included: []Yes ONO ❑W ©DBF ❑DBF Form 1— Revised 7/25/2012 Visit us at www.rvcfire.ar r � Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM sire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 New ❑ Re -Submittal # ❑ As-builts - a 8 C3 � 6S 2-01' 007 a Permit NO. LAQ-15-RS-058 oo75 Project Information (Please Print) Project Name: I have read and understand that Fire Dept. fees are 15140 PGA BOULEVARD BLGD 15 3PLEX Deposit Based Fees and there may be additional money due r affer project final. Office Use Only Riverside County Fire Office ai the Fire Marshal APR 0 9 2015 ived Address: City & Zip SIGNATURE VILLAS AT PGA WEST LA QUINTA, CA. 92253 Contact Information CONTACT PERSON: BEN LEDESMA Mailing Address: 8779 COTTONWOODAVE. STE. 101 City & Zip SANTEE, CA. 92071 Phone No.: 619-593-8200 Fax: Email: ben@ifpinc.net The person listed on "Billing Information" this permit. Any changes Sign: Pr a esma Billing Information ❑ Some as Contact Info BILL TO: Mailing Address: City & Zip Phone No.: Email: Fax: e: -- ALL billing, correspondence and refunds for any work billed to ling information must be made in writing to our office. Plan Keview Type (Check appropr!i-ie items) ❑ Commercial ❑ Industrial S Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area ® Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid:? 41 Del Date Paid: `� C115 Check#:U Received By: Receipt#(OCR) ❑DB6, Reviewed by: I PC Review Date: - 13 Approved ❑ Denied Plans Stamped: f]Yes ONO Letter Attached: ®Yes ONO Job Card Included: ®Yes ONO ❑DBF Called for Pick -Up Date: y By: PickedZg,3 Date: By: Shippe By / Method ❑DBF SFE520 15 - 006 8 8RES2o IS - 0070 i3RE.SZo15- 00-75 80485 whisw,- R36, bUo Lz+ 52- %OY81 Whisper Rock Woai lo+ 53 80'167 1nlhiSper '�PCk L(1" LD+ 5-4