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LAQ-15-RS-059 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 CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 OWNER RREF II CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD CA 92008 CONDITIONS Description: THE SIGNATURE TM36537-1/VILLAS BLDG14 Type: BUILDING RESIDENTIAL Subtype: DWELLING - THREE/FOUR FAMILY Status: FINALED Applied: 1/22/2015 AZA Parcel No: 775220021 Site Address: 80408 WHISPER ROCK WY LA QUINTA,CA 92253 Approved: 3/3/2015 AZA Subdivision: Block: Lot: V48 Issued: 3/12/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/20/2016 JFU Valuation: $128,500.20 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 1,987 SF DWELLING - PART OF A FOUR (4) DWELLING UNIT BUILDING #14, UNIT #V48, PLAN 2A [TYPE VB/R2 OCCUPANCY] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, BBQ OR WATER FEATURE. 2013 CALIFORNIA BUILDING CODES RIVERSIDE COUNTY FIRE PERMIT #LAQ-15-RS-059. SEE FIRE FOLDER. FINANCIAL INFORMATION Printed: Thursday, February 29, 2024 11:34:08 AM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $187.39 $187.39 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $187.39 $187.39 BSAS SB1473 FEE 101-0000-20306 0 $6.00 $6.00 3/12/15 R3992 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 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - COMMUNITY CENTER 254-0000-43200 0 $129.00 $129.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - FIRE PROTECTION 257-0000-43200 0 $366.00 $366.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 3/12/15 R3992 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 R3992 10686 CHECK RREF II CWC LAQ LLC MFA SERVICES PC 101-0000-42403 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL: $36.26 $36.26 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $24.66 $24.66 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $10.16 $10.16 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Printed: Thursday, February 29, 2024 11:34:08 AM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $227.71 $227.71 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA FURNACE 101-0000-42402 0 $36.26 $36.26 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA VENT FAN 101-0000-42402 0 $60.45 $60.45 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA VENT FAN PC 101-0000-42600 0 $24.15 $24.15 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for MECHANICAL: $222.38 $222.38 MULTI-SPECIES RESIDENTIAL 8.1-14 UNITS 101-0000-20310 0 $537.00 $537.00 3/12/15 R3992 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 $523.27 $523.27 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PERMIT: $523.27 $523.27 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,041.17 $1,041.17 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,041.17 $1,041.17 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Printed: Thursday, February 29, 2024 11:34:08 AM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES ROOF NAIL PRELIM FIREWALL KKI 5/8/2015 5/8/2015 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP 101-0000-42401 0 $145.08 $145.08 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP PC 101-0000-42600 0 $145.08 $145.08 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $24.17 $24.17 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for PLUMBING FEES: $411.04 $411.04 SMI - RESIDENTIAL 101-0000-20308 0 $16.71 $16.71 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $16.71 $16.71 MULTI-FAMILY 224-0000-20320 0 $1,276.80 $1,276.80 3/12/15 R3992 10686 CHECK RREF II CWC LAQ LLC MFA Total Paid for TUMF - RESIDENTIAL: $1,276.80 $1,276.80 TOTALS:$11,166.73 $11,166.73 Printed: Thursday, February 29, 2024 11:34:08 AM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 FLOOR NAIL JFU 5/11/2015 5/11/2015 APPROVED PRELIM FIREWALL KKI 5/22/2015 5/22/2015 NOT READY INSULATION JFU 5/27/2015 5/27/2015 PARTIALLY APPROVED PRELIM INSULATION AT CONCEALED SPACES. ROOF NAIL JFU 5/29/2015 5/29/2015 APPROVED DRYWALL NAIL JFU 6/4/2015 6/4/2015 DISAPPROVE D RATED WALL PENETRATIONS TO BE OF A NON-COMBUSTIBLE MATERIAL. PRELIM FIREWALL AOR 6/5/2015 6/5/2015 PARTIALLY APPROVED PRELIM DRYWALL NAIL AT DRAFTSTOPS BETWEEN DWELLING UNITS. OKAY TO WRAP JFU 6/16/2015 6/16/2015 APPROVED FRAMING JFU 6/26/2015 6/26/2015 NOT READY ROUGH ELEC JFU 6/26/2015 6/26/2015 NOT READY ROUGH MECH JFU 6/26/2015 6/26/2015 NOT READY ROUGH PLBG JFU 6/26/2015 6/26/2015 NOT READY FRAMING JFU 6/30/2015 6/30/2015 APPROVED ROUGH ELEC JFU 6/30/2015 6/30/2015 APPROVED ROUGH MECH JFU 6/30/2015 6/30/2015 APPROVED ROUGH PLBG JFU 6/30/2015 6/30/2015 APPROVED INSULATION JFU 7/7/2015 7/7/2015 PARTIALLY APPROVED DOES NOT INCLUDE MINERAL WOOL INSULATION AT PARTY WALL. DRYWALL NAIL JFU 7/16/2015 7/16/2015 NOT READY WORK INCOMPLETE. DRYWALL NAIL JFU 7/20/2015 7/20/2015 PARTIALLY APPROVED 2ND LAYER AT INTERIOR OF UNIT. NOT TO INCLUDE GARAGE. LATH JFU 7/21/2015 7/21/2015 APPROVED DRYWALL NAIL JFU 7/22/2015 7/22/2015 PARTIALLY APPROVED 2ND LAYER AT GARAGE. GAS LINE/TEST JFU 9/3/2015 9/3/2015 APPROVED Printed: Thursday, February 29, 2024 11:34:08 AM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 TEMP USE OF PERM PWR JFU 11/10/2015 11/10/2015 APPROVED DRIVEWAY APPROACH JPE 11/25/2015 11/25/2015 NOT READY DRIVEWAY APPROACH JPE 11/30/2015 11/30/2015 APPROVED 0730 to 0745Drive approach is 6" thick with rebar in place on dobies. Probes firm and unyeilding ok to place concreteWeather - clear - slight breeze to 3 mph- Temp 39 to 67 ONSITE CONCRETE IMPS GCU 12/2/2015 12/3/2015 Sidewalk Sidewalk The job site is in compliance with NPDES and PM10 rules and regulations at this time.The Sidewalks located at Building # 14 units 48 to 51 are ok to install concrete at this time.The weather is 47 to 74 degrees with clear skies The winds are approximately 2 to 4 mph ONSITE CONCRETE IMPS JPE 12/4/2015 12/4/2015 APPROVED Completed yesterday and inspected by Greg ONSITE CONCRETE IMPS JPE 12/10/2015 12/10/2015 CANCELED Sidewalk - 80408 Whisper Rock Way Sidewalk - 80408 Whisper Rock Way Onsite foreman Ramon 619-454-4540 This work was completed last week PUBLIC WORKS FINAL JPE 12/23/2015 12/23/2015 APPROVED PW Final 80408 Whisper Rock Way Public Works Final 80408 Whisper Rock Way 0930 to 0945Residence complete - ADA path of travel per plan - no open trenches landscape complete - OK to finalWeather - clear - slight breeze to 3mph - temp 53 to 73 FINAL**JFU 1/20/2016 1/20/2016 APPROVED HERS REGISTRATION NO: 214-N0153622A- M2000005B-M20A REGISTRATION DATE: 1/11/2016 HERS PROVIDER: CALCERTS, INC. 0 SEWER CONNECTION 0 UNDERGROUND PLBG JFU 4/9/2015 4/9/2015 APPROVED 0 FOOTINGS KKI 4/24/2015 4/24/2015 APPROVED Printed: Thursday, February 29, 2024 11:34:08 AM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/9/2016 AJ ORTEGA CERTIFICATE OF OCCUPANCY BSOL2015-0067 - CERTIFICATE OF OCCUPANCY.pdf 0 DOC 3/13/2015 CECILIA PATINO ISSUED PERMIT BRES2015-0067.pdf 0 DOC 4/28/2015 JAKE FUSON TOP OF FORM CERTIFICATION TOP OF FORM CERTIFICATION.pdf 0 DOC 1/20/2016 JAKE FUSON FINAL FOR OCCUPANCY - FIRE DEPARTMENT FINAL FOR OCCUPANCY - FIRE DEPARTMENT.pdf 1 DOC 6/8/2015 JACQUELINE GARCIA LAQ-15-RS-059 FS Signature Villas 4plex.doc LAQ-15-RS-059 FS Signature Villas 4plex.doc 0 IMAGE 12/3/2015 GREG CURDES sidewalks .JPG sidewalks .JPG 0 IMAGE 12/3/2015 GREG CURDES walk way.JPG walk way.JPG 0 IMAGE 12/3/2015 GREG CURDES Concrete installing .JPG Concrete installing .JPG 0 IMAGE 12/3/2015 GREG CURDES Building 14.JPG Building 14.JPG 0 IMAGE 11/30/2015 JIM PETERS drive approach for 80408 Whisper Rock Way.JPG drive approach for 80408 Whisper Rock Way.JPG 0 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST PW GREEN SHEET AMY YU 3/5/2015 3/5/2015 3/5/2015 READY FOR APPROVAL FIRE JACQUELINE GARCIA 6/5/2015 6/19/2015 6/8/2015 APPROVED- CONDITIONS PARENT PROJECTS Printed: Thursday, February 29, 2024 11:34:08 AM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 12/23/2015 JIM PETERS south side rear of 80408 Whisper Rock Way.JPG south side rear of 80408 Whisper Rock Way.JPG 0 IMAGE 12/23/2015 JIM PETERS West side looking North of 80408 Whisper Rock Way.JPG West side looking North of 80408 Whisper Rock Way.JPG 0 IMAGE 12/23/2015 JIM PETERS North west corner looking South of 80408 Whisper Rock Way.JPG North west corner looking South of 80408 Whisper Rock Way.JPG 0 IMAGE 12/23/2015 JIM PETERS Front of 80408 Whisper Rock Way.JPG Front of 80408 Whisper Rock Way.JPG 0 Printed: Thursday, February 29, 2024 11:34:08 AM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0067 SMART SYSTEMS TECHNOLOGIES, INC. 9 Goodyear Irvine, CA 92618 Licence C10-766364 Phone_ 949-367-9375 Fax: 949--367-9371 DRAWN BY: R-R. DATE: 5-27-15 REVISIONS: I - - - AVENUE 52 AVENUE 53 -----_-- — — W f � A DEVICE LEGEND K SEQUENCE OF OPERATIONS AVENUE 54 puoTEcr, SCALE: NUKE � � SCALE: NONE d z L��,�, PROJECT CO Q CD`.' � � � z � _j 3I0. 766 7fi6364 Q EXP, 07-31-2615 SITE � AIRPORT sr�r CCR, TITLE 24. PART 2: 2013 CALIFORNIA BUILDING CODE (CBC) `r' DP CAL. I CCR, TITLE 24, PART 3; 2013 CALIFORNIA ELECTRICAL CODE (CEC) TYPE OF CONSTRUCTION: V�-B PGA BOULEVARD CCR, TITLE 24, PART 4: 2013 CALIFORNIA MECHANICAL CODE (CMC) OCCUPANCY TYPE: R-2 (APPARTMENTS) WEST CCR, TITLE 24, PART 9: 2013 CALIFORNIA FIRE CODE (CFC) NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, 2013 EDITION, AUTOMATIC FIRE SPRINKLERS: YES i SMOKE/HEAT CEILING WEISKOPF AS AMENDED IN CHAPTER 80 OF THE 2013 CFC BUILDING STORIES: TWO DETECTOR STROBE OR HORN STROBE r AVENUE 58 i I� FACP RMCP B APPLICABLE CODES C BUILDING INFORMATIONI CODE ANALYSIS FAA SCALE: NONE SCALE: NONE 72" A.F.F. MAX PALL STADON V) < (k AT 4a A.F.F. Iii 0 SCOPE OF WORK NEW SPRINKLER RISER MONITORING SYSTEM AS PER 201.3 CBC 907.2.9.1 EXCEPTION 3 T 1. INSTALL RISER MON17OR;NG CONTROL PANEL (RMCP). 2. INSTALL SMOKE DETECTOR AND MANUAL PULL STATION AT RMCP. 3. PROVIDE MONITORING OF EACH BUILDING SPRINKLER RISER. NMC " ELEVATION DETAIL VICINITY MAP4. CONNECT RMCP TO CENTRAL STATION. 5. PROGRAI,4 THE SYSTEM TO REPORT EACH BUILDING INDWIDUAL ADDRESS TO CENTRAL SCALE: ALlSO PARKWAY #250 STATION ON ANY SYSTEM EVENT (ALARM, TROUBLE, OR SUPERVISORY). ALIsa VIEJa, CA 92855 SCALE: NONE SCALE: NONE UL-257057001 SIGN DESCRIPTION PHONE: 800— 662 —171 1 WORK BY OTHERS OVERALL SIZE: 10" X 7" ' 1. 120VAC SINGLE STATION SMOKE DETECTORS PROVIDED BY ELECTRICAL CONTRACTOR. LETTERS FIEIGHT: I " 1" 2. FIRE SPRINKLER FLOW AND TAMPER SWITCHES PROVIDED BY SPRINKLER CONTRACTOR. BACKGROUND LINES SPACING: I RED 3, 120VAC SPRINKLER RISER BELLS PROVIDED BY SPRINKLER CONTRACTOR, LETTERS COLOR: WHITE 1 CONTRACTOR SHALL PROVIDE NEW SPRINKLER RISER MONITORING SYSTEM, 21 ALL EXISTING MATERIALS REMOVED FROM BUILDINGS SHALL BE HANDLED AS DIRECTED 4. TRENCHING, UNDERGROUND PVC CONDUIT, SLEEVES, IN -GROUND PULL BOXES. SIG NI MATERIAL. SEMI -RIGID PVC PILASTIC I INCLUDING BUT NOT LIMITED TO WIRING, CONDUITS AND DEVICES REQUIRED FOR BY THE OVER. APPROVAL SATISFACTORY SYSTEMS OPERATION. 22 CONTRACTOR SHALL OBTAIN ASBESTOS/LEAD REPORT FORM THE OWNER AND `aT-IALL RIVERSIDE COUNTY FIRE DEPARTMENT 2 IT f5 THE INTENT OF THESE PLANS IS TO PROYIOE A COMPLETE AND NOT WORK IN CONTAMINATED AREAS UNTIL THE ASBESTOS/LEAD HAVE BEEN REMOVED OR FUNCTIONAL RISER MONITORING SYSTEk DUE TO DIAGRAMMATIC NATURE OF THE DRAWINGS ENCAPSULATED. IT IS A RESPONSIBILITY OF INSTALLING CONTRACTOR TO FIND APPROPRIATE CONDUIT t�SA NgTTINGHAM5 , ? RUNS AND INSTALLATION METHODS TO PROVIDE COMPLETE AND FUNCTIONAL FIRE 23 ALL ELECTRICAL EQUIPMENT SHALL BE U,L./FM LISTED. DATE: 7 /S CASE#"�75� ALARM SYSTEM 1N ACCORDANCE WITH ALL APPLICABLE CODES AND ACCEPTABLE TO LOCAL AHJ AND OWNER REQUIREMENTS. CHANCES TO CONDUIT RUNS AND TO THE: FIRE DEPT" APPROVAL FOR PLANS INSTALLATION METHODS TO SE CONSIDERED A NATURAL PART OF THE PROJECT 24 CONNECTIONS TO 120VAC POWER SERVICE SHALL BE ON A DEDICATED BRANCH CIRCUIT(S). VALID FOR ONE YEAR -SUBJECT TO IL 1 A AND SHALL NOT SERVED AS A BASE FOR POTENTIAL CHANGE ORDERS) OR THE CIRCUIT(S) AND CONNECTIONS SHALL BE VECHANICALLY PROTECTED. CIRCUIT BREAKER(S) COMPLIANCE WIRE APPLICABLE COTES FOR ANY ADDITIONAL CHARGES. SHALL BE LOCKABLE, SHALL HAVE A RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS `RISER MONITORING CIROJIT CONTROL'. 3 CONTRACTOR TO PROCURE ALL PERMITS FROM LEGALLY CONSTITUTED AUTHORITIES ELECTRICAL PANEL LOCATIGN AND CIRCUIT/BREAKER NUMBER SHALL BE PERMANENTLY IDENTIFIED ARRANGE FOR ALL INSPECTIONS AND PAY ALL COSTS FOR FEES AND TESTS ACCORDINGY. AT THE RISER MONITORING CONTROL ECIUIPMEfKT. � SCOPE ❑F WORK CENTRAL STATION RMCP ROOM LOCATION SIGN RI'VzERSIDE COUNTY D E INFORMATION 4 CONTRACTOR MUST VVT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH THE 14TENT 25 RISER MONITORING SYSTEM SHALL BE PROVIDED WITH AUTOMATIC OPERATION OF BATTERY CHARGING FM DEPARTMENT SCALE' NONE SCALE: NONE SCAM: 1" = 4" OF THIS PROJECT AS OUTLINED IN THE DRAWINGS. IF ANY CONDITIONS PROHIBITING INSTILLATION AND RE -CHARGING. RECHARGING RATE SHALL REACH 7Qy IN 12 HRS. DF A FUNCTIONAL SYSTEM, ARE DISCOVERED AT ANY POINT OF CONTRACT DURATION APPROVED THE OWNER SHALL BE IMMEDIATELY NOTIFIED AND CONTRACTOR SHALL NOT PERFORM ANY 26 WX ANDMGASKE° OUTSIDE OF BUILDING SHALL BE W.P, WITH APPROVER WEATHER PROOF BACK SUBjECT TO COMPLIANCE'WITt H ADDITIONAL WORK j1ATHOUT A FURTHER NOTE FROM THE OWNER, APPLICABLE CODES System 1�0. W-L-34fi5 5 BY HE ACT OF SUBMITTING A BID, THE CONTRACTOR DEEMS TO HAVE MADE SUCH VISIT 27 EXISTING RISER MONITORING SYSTW IF ANY SHAD- REMAIN 1N OPERATION UN"L NEW SYSTEM 711`ILE F'5 F Ratings -1 and 2 Hr (See Item 1) AND 15 FULLY AWARE OF THE PROJECT INTENT A OD, DOES NOT FORESEE A Y MAJOR ISSUE IS FULLY OPERATIONAL AND APPROVED BY ALL AUTHORITIES HAVING JURI561CTIDN. THEN, $Y .L, �� T Rating - D Hr IMPLENTING FULLY IFOOR SUCH ISSUES. TIDE NECESSARY ADJUS ENT TO ZXISTING HEGRISER O►INER. M ITORING SYSTEM WIRES AND DEVICES SHALL BE REUOVED AS DIRECTED DATE � 4qi-6 CASE #IA�� - L/ CIRCUIT WIRE/CABLE TYPE AND SIZE WIRE/CABLE TYPE AND SIZE CIRCUIT DESIGNATION (INDOOR) (OUTDOOR) CLASS WEST PENN 980 CABLE WEST PENN A0224 CABLE ADDRESSABLE LOOP (SLC) 2 CONDUCTORS J18 AWG SOLID FPLR 2 CONDUCTORS #18 AWG SOLID FPL B D (OR EQUAL) (OR EQUAL) INITIATING CIRCUIT ODC] WEST PENN 990 CABLE M 2 CONDUCTORS #16 AWG SOLID FPLR 2 CONDUCTORS #16 AWG THWN B (OR EQUAL) NOTIFICATION IRMLT (NAC WEST PENN 994 CABLE 2 CONDUCTORS # 14 AWG SOLID FPLR N/A B V (OR EQUAL) FIRE ANNUNCIATOR WEST PENN 982 GABLE N/A N/A A 4 CONDUCTORS #18 AWG SOLID FPLR (OR EQUAL) SYMBOL MANUFACTURER DESCRIPTION MODE NO. MOUNTING BACK B0 (5£E FOOT NOTE) CSFM NO. CITY. MIRCOM RISER MONITORING CONTROL PANEL, 6—ZONE FA-300-6DDR WALL, SURFACE SELF CONTAINED 7165-1477:0129 1 Rti,ICP YIJASA 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 PULL STATION PS—SATK WALL, SURFACE 1—GANG BOX 7150-0559:0121 1 wF BY OTHERS WATER FLOW SWITCH BY OTHERS SPRINKLER RISER SELF CONTAINED BY OTHERS -- ❑rs BY OTHERS TAMPER SWITCH BY OTHERS SPRINKLER RISER SELF CONTAINED BY OTHERS — Op 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 CONTRACTOR BASED ON DEVICE INSTALLATION INSTRUCTIONS, CONDUIT FILL, AND ACTUAL FIELD CONDITIONS - 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 YES DETECTOR (ALARM) NO YES NO NO SPRINKLER YES FLOW SWITCH (ALARM) YES YES NO NO 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 q 6 CONTRACTOR SHALL REVIEW OTHER TRADES DRAWING AW SPECIFICATIONS COORDINATE 28 QUANTITIES/St2E SHOWN FOR CONTROL PANEL MODULES AND BATTERIES REFLECT THE MINNUM F_ 2 1 HIS/HER WORK AOCORDINGY, DESIGN LOAD CALCULATION. HOWEVER, CONTRACTOR IS REWIRED TO SUBMIT SHOP DRAWING Lt`J 2 4 SHOWING THE CALCULATED BATTERY SITE CORRECT CAJANiTY OF MODULES. ALL SUCH RELATED 7 NOT USED. COSTS SHALL BE INCLUDED IN HID AND NO ADDITIONAL COSTS WOULD BE ACCEPTED. 29 UPON COMPLETION OF THE INSTALLATION OF THE RISER MONTTORING SYSTEM, THE CONTRACTOR SHALL t6rs5z©�F1 ENE�� 8 ALL CONDUIT RUNS SHOO ARE SUGGED ROUTE. CONTRACTOR IS TO DETERMINE THE BEST AND COORDINATE WITH OTHER TRADES AND WITH OWNER INTERCONNECTION OF TFrc rr '' SHORTEST ROUTE, OBTAIN OWNER'S APPROVAL AND INSTALL ACCORDINGLY. �� RISER MONITORING SYSTEM WITH OTHER BUILDING. SYSTEM, OR EQUiPIyIENT. ONCE ALL FUNCTION INDICATED Rss� 7jtj dzcs lzaG '`E'u- i�-Z VQ 9 ALL EXPOSED CONDUITS AND BOXES SHALL BE PAINTED TO MATCH THE SURFACES WHERE IN THE RISER MONITORING SYSTEM SEOUENCE OF OPERATIONS HAVE BEEN VERFED THROUGH TESTING BY � �_P �6 INSTALLED UNLESS DIRECTED OTHERWISE BY THE OWNER. THE INSTALLING CONTRACTOR, ACCEPTANCE TEST MU�ST BE PERFORMED INITHE PRESENCE OF �anJ(aArj_ �jj,F� � THE AUTHORITIES fiAVfNG JIJRfSDIDICTION AND THE OWNER. THE ACCEPTANCE T.=5T MUST ,ram SUCCESSFULLY DEMONSTRATE ALL FUNCTIONS REQUIRED IN IHE CONTRACT, i /�}5 ✓ f A 3 10 WHERE EXISTING STRUCTURAL WALLS ARE CORED FOR NEW CONDUIT RUNS, SEPARATION G '� BETWEEN CORED HOLES MALL BE ON, THREE INCHES FROM NEW OR EXISTING HOLES, UNLESS 30 FAIN PANEL (RMCP) MUST NOT BE MOUNTED HIGHER THAN 6 FEET AND SYSTEM LID DISPLAY IS TO BE AT EYE (� SE•CTIONA•A DIRECTED OTHERWISE. LEVEL (+60" AFF). NO EQUIPMENT OR RACEWAY MAY BE LOCATED UNDER F0.' CABINET. LLJ } i't WHERE CONCEALED INSTALLATION I5 NOT POSSIBLE IN OCOUPIED AREAS, THE CONTRACTOR 31 ANY DISCREPANCIES BETWEEN THE DRA}4T}jGS; BETWEEN THE DRA'{yING AND TIlE CODE(S), OR ANY � is i0 INSTALL "REMOLD OF EQUIVALENT SIZE AS CONDUIT UNLESS DIRECTED OTHERWISE BY THE OWNER. RECOGNIZED STANDARDS SHALL HE BROUGHT BY CONTRACTOR TO THE ATTENTI4r', OF THE OWNER a BPRIOR T4 COMME1VCiNG ANY WORK, 0:� 011% 1. Wall Assembly. The I or 2 fre-rated gypsum wallboard/stud *all assembly shill be constructed of the moteriols 12 THE CONTRACTOR SHALL FURNISH ALL REWIRED HARDWARE FOR CONDUIT INSTALLATION end in the manner specified !n tN !ndiyWuol 1.13150, U400 or VALID Series " and Parikion Designs in the UL Fire TO CLEAR BEAMS, GIRDERS, OR OTHER WORK ALREADY IN PLACE, EXISTING SITE 32 THE RISER MONITORING SYSTEM SHALL PASS ALL TESTS REQUIRED BY LOCAL FIRE DEPARI'VENT. LL Resistance Directory and shoel inckade the folba&g construction leatures: CONDITIONS SHALL BE CAREFULLY INVESTIGATED AND PROVISIONS SHALL BE MADE FOR A Studs. Wall framing may cor!�st of either *ood studs or steel channel Studs. Waal Studs fo consist 01 nom 2 ALL REQUIRED FITTINGS, SUPPORTS, ETC. 33 CONOWTORS SHALL BE COLOR CODED AND TA6GED WITH CODE MARKERS AT EACH TERVII1 L CABINET, JUNCTION ALL WIRING TO BE OPEN CABLE (U.0.N.) by 4 in. (61 by 102 mm) Iumt,- spaced % in, (406 mm) OC, Steel studs to he min z-1/2 in. (64 mm) wide and BOX, PULL BOX AND EQUIPMENT. A WIRE INDEX SHALL BE TYPED AND INSTALLED ON 7ERi INAL CABINET DOOR. spaced max 24 i4 (610 mm) 0C. 13 CONDUITS, BOXES, OR CABINETS PENETRATING FIRE RATED WALLS, FLOCKS, ET CEILINGS SHALL EACH INDEX SHALL BE COVERED WITH CLEAR PLASTIC ADHESIVE COVER, WIRING SHALL BE IDENTIFIED AS TO B. Gypsum Board' Nom 5/8 in, (16 mm) thick gypsum board, *!th square cr tapered edges. The gypsum board $E SEALED INSIDE AIIO Ol1TSIDE OF CONDUIT OR BACK OF BOXES OR CABINETS TO MAINTAIN nuiLDTNG AND LOCATION OF DEVICES IN THE INDEX. GENERAL CONTRACTOR: type, lhickness, number of layers, fostener type and sheet arlenlation �l be as specified in the MWAud U300, THE INTEGRITY ►KITH APPROVED FIRE STOP MATMAL To MAINTAIN TK INTEmlrr OF THE EXISTING FIRE RATING AND ACCORDANCE WITH CBC, PART 2, CHAPTER 43, AND TITLE 24• 34 RISER MONITORING CONTROL PANEL IS NOT TO BE USED AS A TERMINAL CABINT1 California West Communities U40D or y400 Series Design in the UL Fire Resistance Directory. Max diom of operrrTg is 5-ij2 �. (138 mm) *hBn sleeve (Item 2) is employed. Max diom of opening is 4 !n. (102 mm) *hen sleeve (Item 2) is not ern#gM. 14 ALL SLIRFACES DAMAGED OR ALTERED BY THE WORK OF THIS CONTRACT, SHALL BE REPAIRED 35 ALL RISER MONITORING WIRING IIVST TEST FREE OF OPENS The F Roling of the frostop system is egad to the fire rating of the will ossembiy, AND/OR CONSTRUCTED TO MATCH THE EXISTNG ADJACENT SURFACES AS TO TEXTURE AND SHORTS, AND GROlR4D5, 5927 Priestly Drive, Suite 110 2. Metallic Sleeve (OpIbnol) - Nom 4 in. (102 mm) &m (or smolk:r) steel electrical metalda tubing (Nq or COLOR WITH NO ADDITIONAL CDST TO THE O*ER. ALL WIRING SHALL BE IN CONDUIT, Schedule 5 (or heovier) steel pipe or min 0,0% in, thick (CAI mm, No. 28 go) gain steel sleeve installed flush wth Carlsbad CA 92DQ8 Ron surfaces. The annular space bet#m steel sleeve and periphery of opening shall be min 0 in, (0 mm, point 15 WIRE COUNT SHO* ON DRAWINGS DOES NOT INCLUDE COUNT FOR GROUND CONDUCTOR. 36 CONDUIT AND JUNCTION/9ACK BOXES ARE NOT TO BE USED FOR UNRELATED ORING, ' contacl) to max 1 in. (26mm). When Schedule 5 steel pipe or EMT is used, sleeve may extend up io 18 in. (457 mm) 76D-91 p-6768 WIRE/ CABLE SCHEDULE beyond the Ralf surfoces. 16 WIRE SPLICING BY MEANS OF WIRE NUTS IS NOT ALLOWED UNDER ANY CIRCUMSTACIES. 37 INSTALLATION METHODS AND MATERIALS SHALL CONFORM WnTH ALL APPLICABLE SECTIONS OF NEC/CEC. ! l U V V F 3. Cables. Aggregate cross -sectional area of cook in opening to be mart 46 percent of the cross -sectional ores aT ALL SPLICING TERMINATIONS (IF ALLOWED) SHALL BE DONE IN TERMINAL CABINETS, SCALE. NONE the opening. The annular space bet*een the cable bundle and the periphery of the opening to be min 0 !m (0 mm. OR ON EQUIPMENT TERMINALS. 760-918-6769 point conlocl) to mox I in. (25 mm) Cobles to be rigksy supported on both sides of the *afl assembly. Any 38 ANY SMOKE DETECTOR HEAD INSTALLED BEFORE BUILDING is CLEANED AND ACCEPTED SHALL BE COVERED TO p combination of the fol i and sizes of copper conductor cables m be used; PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT -CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY Fax: 76Q-9� U-67� �!� n9 YP� PPe may 17 ALL INTERIOR TERMINAL CABINETS SHALL BE CIRCLE AW TCS/TGF SERIES WITH TUMBLER DN A Vox 7/C Na, t2 AWG *ith polyvinyl chloride (M) insuialion and jacket. I LOCK AND KEY OR EQUAL. PROVIDE MINIMUM 12'X12"X6` 512E BOX. OF THE INSTALLING CONTRACTOR. B. Max 25 poir No, 24 AWG telephone mbie *ith PVC insulation and jockeL C. Type RG/U coaxial cable f th polyethylene (PE) insulation and PVC jacket having o mox outside diameter of Yr 18 PROVIDE TERMINAL BLOCKS, TYPE AND flIJANTITY TO SUIT WITH 30% SPARE CAPACITY, mm). D. Witiple fiber opUcol cammunicalion cable jockeLed *Ah PVC and honing a max OD of 5/8 in. (16 mm), 19 UPON COMPLETION OF THE SYSTEM INSTALLATION, THE ENTIRE SYSTEM SHALL BE TESTED IN PROJECT #; E. Through Penetroling Products' Max three copper conductor No. B AWG. Melol-Clod Cobie+. THE PRESENCE OF AID IN A MANNER ACCEPTABLE TO THE ENFORCING AGENCY. AFC CABLE SYSTEMS INC F. Max 3/C (Kith ground)(or smoler) No. 8 AWG copper aanductor cable filth PVC insulation and *Wing, 20 ALL ELECTRICAL EQUIPMENT SHALL BRACED OR ANCHORED TO RESIST A HORIZONTAL ��'+ G. FVoxire Re4 !n. (19 mm) diem copper ground cable dio or *lthact a PVC jacket. FORCE ACTING IN ANY DIRECTION USING THE FOLLOWING S I R I I N f \ L E R RISER H. Fire Resistive Cables' -Max 1-I/4 in. (32 mm] diem sirogk conductor or multi eoalduckar Typo Ml cable, A min CRITERIA; I n 1/6 in, (3 mm) seporolion shall be maintained bet*een W cobles and ony other types of cable. FIXED EOUNENT ON GRADE .. - ......33% OF OPERATING WEIGHT M N 1 T V R N S Y 5 T E M FA-01 COVER PAGE 1. Max VC *Rh ground 300 kcmil (or smaller) cduminum SER cable *ilh PVC insulation and jacket. FIXED EQUIPMENT ON STRUCTURE ... .... 50% OF OPERATING WEOT J. Throuo Penetrotirg Product' - Any calves, Metal -Clod Cable+ or Armored Cable+ currenfty Clom;Ged under FLEXIBLY I OUNTED EQUIPMENT ...... . 2 TIDES THE ABOVE VALUE the Through PeneValing Products talegory. See Through Penetraling Product (XHLY) calegory in the Fire Resistance Directory for nomes of SIMULTANEOUS VERTICAL FORCE ... .... 1/3 TIMES THE HORIZONTAL FORCE FA-02 SITE PLAN COVER j �] monufocturers. T 1� �J E I� PACE 4, Fill, Void or Cavity MolEdal•? Seolanl of Putty, RT material applied *!thin the annulus, flush *ith each errd of the FA-03 BUILDING PLAN, RISER & WIRING DIAGRAMS. CALCULATIONS steel sleeve ar Oil surfoce. Fit material lnstdied symmetr;coliy on both sides of the *ail. A min 5/8 in. (16 mm) thickness of sealant i5 required for the t or 2 hr F Rating, An oddifianol 1/2 in. (13 mm) diem bead of fill material shall he appied around the perimeter of sleeve an both sides of the will *hen sleeve extends beyond surfoce of HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI W. CP601S, C135M, FS-One Sealants or CP618 Putty p 'Bearing the UL Cluss,Tication Mork +Bearing the UL Listing Mork �gSI F ffi� C �+rr Us DRAWINGS INDEX SHEET PENETRATION DETAIL GENERAL NOTES 0 1 � H N SCALE: NONE SCALE: NONE SCALE: NONE r / \ ' ` \ / ' V30 / \y�� / �--- ��z U�-+� ^-_- / | ! / / � RMCP TS _J1 ------------ SPART SYSTEMS TECHNOLOGIES, INC. g Goodyeor Irvine, CA 82618 Licence C1D-7156364 Phone: 849-557-8375 Fox; 949-367-9371 DRAWN BY: R.R. DATE: 5-27-15 0 < __j Cn Ld 00 7 C) co C) 0 M oo GENERAL CONTRACTOR: California West Communities 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008 760-918-6768 760-918-6769 IF -760 \ � PROJECT #: \ �� ][�| k] L/ | [-[� [} | �� [-[} ' ^�� |\�|�[\L-L-|\ |\|.}L-|\ kJ�\k||7-��[}|k|�` ��\/C.-�[-�J � MONITORING | | \J i\ | |�\J SYSTEM ^J | L-|\/| � '� N SITE PLAN # BUILDING NUIVIBER 1-#-PL -BUILDING TYPE V## -UNIT NUMBER A SITE PLAN SPRINKLER RISER SMART SYSTEMS TECHNOLOGIES, INC. ..._....._ __.. 9 Goodyear I Irvine, CA 92618 Licence C10-766364 i_.__...._._..__.-........_...._...i. _... m__. Phone: 949-367-9375 TS y�F � � i Fax: 949-367-9371 -- - .._.. aj�, e.1-5 5 i 2ND FLOOR � ; PHONE LINES k TO SD CENTRAL STATION SD GM I F M 120VAC F._.....�...._ RPC(2) PHONE LINES TO CENTRAL STATION UTILIY I DRAWN BY: R.R. 1 DATE: 5-27-15 RMCP LOCATION SIGN__ CLS. SEE I / R M - 1 - --�J REVISIONS: 1ST FLOOR MASTER BATH . ...... ... . ... ... I ?ROTEcT C� w n C -14 r*r a E SYSTEM RISER DIAGRAM C PATRIAL BUILDING PLAN NO. 766364 SCALE: NONE s� `P SCALE: 1I2" = 1'-0" x. - - - � ' . Pt BS �fC. 9�F 0�- CAL1Fp`� �'sa' ► p ?Z_ � 7 P"0 E LINE I TD I I I CENTRAL STATION I PHONE LINE 2 TO ;CENTRAL STATION f ! i I � ! I ' ! I ZNI ; NO I I I 3 _ 3.SK EOL LLANE 21 PI101�E LINE t� I= j,_..�,,,,.,,,,,...,,,,,,,,,,,,,,........ .,,, 1 BALCONY BALCONY DECK I 1 I cnSMOKE DETECTOR + pp I e iN3 �� _� I �j� i I Imo] �✓ II } -t I I + 11 SYSTEM NORMAL BA.2 j BA2--J MIRCOM EA-300 SERIES No 3,9K EOL __ _-'_-_ _- i ! III L 3.9K EOL - BEDROOM 2 III BEDROOM 2� srsT�I q L L� L� i— _Z46 - � PULL ST TI O �.,.,.-. >alr+cE a � � Enter � LOFT i I 4_ --I _.. I � E aEa __ : I ossn` Nwe1 _ 4.7K Na 3.9K EOL-.•___...._.� ,- �...^r � w .. I _ §._J I }:FIF:�` ... � EOL _._.._--.__ HALL -�€'I Rulx�R R ' �• !I I WALk — I ...._ — =1 �— — _ I _ j 4 A Ii ❑ ❑ ❑ BA.3 _ - w I'I WALK-IN 1 'At1C-lN �CLOSET i -� �CLOSE7 snEFICE N" 4.7K [ I d...._...{ t j * p # EOtV LOFT �I CLOSET - { °] a a a ❑ TAMPER 5 IW TCH _ -� r J3_ 4.7K u EOL BA.3 BA 4! BA.3 FRI+ I i C Aux RELAY N+ 4,7K EOL IVD 3.9K EOL W_j + OPEN TO F 1pnl All% 24YUG I ® BELOW 1 Ill! C ALA* RELAY � WATER FLOW I Ilil NJ_WIRE war. _ I I �ii - N0� C suPERv RELAY BEDROOM 3 BED OOM 3 BEDROOM 4 BEDROOM 3° 1 kc� j Rn PORT �•;� �; � C TROUBLE RELAY I I I ` J � I BATT, + - G �� TRANSFORMER + N 120VAC 2Nb FLOOR L lo _ MASTEI? ,,,,,r a>` MASTER GARAGE GARAGE GARAGE un 12V 7AH BATTERY 12V 7AH BATTERY I it \ BATH BATH � � J 4 ui[,rr Q COURT COURT SEE C/RM-43 YARD YARD GARAGE 2LI 11. Z RISER MONITORING CONTROL PANEL ,RMCP} I �7 WALK-INS CLOSET E- WALK-IN C .._ _ l i i10" IE i DINING ❑INING {I ''• 3 r� i F �� ' � L _ �� .-- L:ry � I � � W cn DD SYSTEM RISER DIAGRAM SCALE: NONE �� r- L PDR. PDR,. ! r_ 'l PATIO �_� LAu i ! ! 1 r - -I MASTER I r I I U. LL7L J 1 I BEDROOM Q �°1�' I -1 > I �LJL� LAIC. r ��I � I I I LAu. � I ASTER - - I - - -! L-• J - - rd�EDROOM GENERAL CONTRACTOR: �i t II KITCHEN KITCHEN li 3 . _ _---�41TCHEN :' yyALK-iN I WALK-Ild .. __I 1 s - 1 CLOSET UP I ct.os�r � � _ �� c --__ `' California West Communities ct DINING , i - 1 DINING 5927 Priests Drive, Suite 110 � I ` I i F�T--- MASTER i IT PATIO BA.2 BATH 1 , + Bp cHEN Carlsbad, CA 92008 TYPICAL APARTMENT BUILDING RMCP BATTERY CALCULATION I g 760-91$-6768 IL Standby Total Alarm Total -_ ......._.-_ ......4 760-918-6769 Qty. Description Current Standby Current Alarm Panel Equipment. Fax: 750-91$-67�9 FA-304•6DDR 1 RMCP 0.142000 0.142000 0.312000 0.312000 MASTER MASTER f' BEDROOM BEDROOM _ Total Standby, Amps 0.142 Total Alarm. Amps 0.312 ❑ GREAT GREAT PROJECT Standby Time, Hrs. 24 Alarm Time, 5 Mins.frs0 0.083 ` = = ROOM BEDR❑OM 2 ROOM " ROOM BEDROOM 2 GREAT ROOM Standby Power, AH 3.408 A#arm Power, AH 0.026 � f p Total Battery Power Required, AH 3.434 SPRINKLER RISER Standard Battery Size,.AH 7.0 Berated Battery Size (Less 20% Safety Margin), AH 5.6 -....._. -- -�=.= --- TFr_._ — _ _. WNITORISYSTEM Berated Battery Size is More than Total Battery Power Required BUILDING PLAIN, Batteries Provided: (2) 12VDC 7AH PATIO PATIO PATIO PATIO t� RISER c WIRING µ DIAGRAMS, CALLS 1 ST FLOOR B RMLP BATTERY CALCULATION A BUILDING PLAN 03 R SCALE: NONE 5 ALF: _ a z a D Li I- z Fr w 2 0 C3 0 J F U 0w M F- U neO� d n LEI =� Fa F d W W > -)z -J a4 0 o CL� r3U L4'1 L i _X ea "I I M a LJ ❑ L:)R Z ( d H I a3 L,J zLD � C4 0 rn W n,_ LJ D! L'i CCL P4- L, 0w n ~ L,J M Z De Z U Z_3 w� 7 w o=) a p EL A 0 1% d � Z 2 3CL zoL) F- U O LLj Z L.I Z M Q U 0 r 0 Z_ Qo o� W J 15 = :D ZD Q Ua w L.. �_ L7 0 wZ 0- =1 _V T LJ Z fa Lj L3 A Q Z Q .U-I P __J wP4 _ _J - lj Jz U Q dT U .-, Q LJ vy Xz U 0 w�- rY d 3 w I.- " R U as y A 0 r ' 1-V3 r;0 �F� 0�3 a¢ OL W P � w LL LLI L,J = > ~ F- L7 <z >_j z� L.i Z o0 � U �� fLo nn ly a LJ of w1, H W P a¢ Mo �z LP LJ Z z Sin 0 z Ek" d 0 0 LO V. Zlj� �w as Lyz Qw F � 5 3 rw °q z A 1-- W � Z Q o w= &')� w tY 3 CIL LJ tY LJ X] <7 W ED = G1 LJ r-- �Q dI-L U ); R 41 Z1a on- a_ r n Z zQ d M L/J n I-_ L, LL61 z n� Z d aU Ua a0- dcy ED 2 U U-1w ry o n:;� R! .- SPRINKLER DESIGN NOTES GENERAL BUILDING NOTES :1 - t" � I I 11 I I.,.,.... SIGNATURE VILLAS AT PGA WEST - ff, I 1. '\ ..; It I. SYSTEMS DESIGNED PER NFPA 15R, 2015 EMNTION: I. INSTALLATION SHALL CONFORM TO NFPA ISR 2015, CALIFORNIA BUILDING CODE 2015 4 EDITION REQUIREMENTS OF THE CITY OF LA GIUINTA FIRE DEPARTMENT RF4UIREMENT5, � A. 5PRfNKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE rJM155IDhE €5 :' . - V •- 15140 PGA BOULEVARD PIA. 5P IN PER 15R. _"`=� ' 2. ALL MATERIALS INSTALLED SHALL BE IEW U-L. LISTED AND/Oft F.M. APPROVED? FOR FIRE PROTECTION USE, %1. _'i � � CITY OF LA Q U I N T A B. NFPA ISR RESIDENTIAL AREAS DESIGNED OVER THE AREA THAT INCLUDES THE ;' W " , -- .,� ,�" - FOUR (4F ADJACENT SPRINKLERS THAT PRODUCES THE M05T HYDRAULIC DEMAND THE 4f 3. SYSTEM SHALL BE HUNG AND 5YW4Y-BRACED STRICTLY PER NFPA 13R 20I3 EDITION. ." i- "' 'I- .' �" y GREATER OF THE FOLLOWING: LATERAL 5WAY BRACING MAY BE OMITTED WHERE HANGER RODS DO NOT EXCEED 6' -dY F V �` STATE F CALIFORNIA .., 1��,:. , _.",A.", I..�4 �j I -IN ACCORDANCE WITH THE MINIMUM FLOW RATES AND THE METHODS) OF SUPPORT CONFORM TO EXCEPTIONS TO 5WAY BRACING PER NFPA INDICATED IN THE INDIVIDUAL LISTIN65 ISR 2015 EDITION SECTION q"35. ',1.. d . ti. .. 4' '� I , '�,`' _ - -CALCULATED BASLD Oil DELIVERING A MINIMUM - '� OF 0.05 SPM/50.FT. OVER THE D1=51bN AREA 4. SYSTEMS OVER 20 HEADS SHALL. BE MONITORED BY AN OFF CENTRAL ST,4TION_ �' UL. L15TED AND/OR F.M. "APPROVED", AND ACCEPTABLE TO THE FIRE DEPARTMENT. �', _� ` G, fi,4RAGE5 SHALL BE DE51bNED FOR, ORDINARY HAZARD OCCUPANCY, DENISTY = 5• ANY ELEGTRIGAL 5Y�lITGH><S AND BELLS NECE`55ARY TO PROVIDE AN AUDIBLE LOCAL f 11, �',.0.10 5PM PER TH>~ 4 MOST DEMANDINIS SPRINKLERS WITH ADO GPM DUT51D)= H05E f :� � ALLOWANCE. ALARM SHALL BE PROVIDED BY THE FIRE SPRINKLER CONTRACTOR_ AL_L REWIRED WIRINb OF EL.E .TRICAL DEVICES SHALL BE DONE BY OTHERS. �� '.. .., 2. PIPE 'TYPES A5 5HOWN ON PLANS AND CALCULATIONS: ? u ' ` 6. WIRING OF FLOW SWITCHES SHALL BE "NORMALLY CLOSED" FOR CORRECT OPERATION 4' DETECTOR °, I 1 I y� A. UNDERGROUND FIRE MAINS G-gOp PYG, CLASS 200 IN ALARM MODE. W CHECK VA. ;_ .. /'� ' I# -1. POY'ER FOR ALL FIRE 5PRINKLER ALARMS SHALL BE TAKEN FRDM A DE51bNAT'ED = _",� \ 1-1/2 ER r ,. B. UNDERGROUND TRANSITIONS AND UNDER POOTIN&S = AWWA GISI DUCTILE ERON X JJ CIRCUIT FOR Elf ALARM USE ONLY AND SHALL BE SUPPLIED AFTER THE METER BUT t ' ' �i OR STAINLESS STEEL UNDER GROUND SWEEP WITH NO FITTINbS, GLASS 550. AHEAD DF THE MAIN PANEL DISGONNI=GT. THE PERMANENT POYVER SUPPLY SHALL BE IN _., SERVICE BEFORE FINAL INSPECTION BY THE FIRE DEPARTMENT. W/ TE5T AND FAIN J }� y .y ._ �{ Lf I I - _ _ _ - 5CH 10 �r 4 , v _, L= a' : q ' t . °... . ... G BUILDING SYSTEM STEEL PIPITS, 2" PIPE TYP. J - 5 WITH GROOVED JOINTS TO BE B NON-FLExIBLE cSROo f <._ _ . - a � 7a SHALL • - ® : :::. •' - TO THE EARTHQUAKE 2-1r2' GPVG W/ z- , i -- ` a; _ . �. ` +., �„ ", �` I✓ BU Y5TEM GPVG PIPE - BLAZE MASTER PLASTkG BRACING REQUIREMENTS QP NFPA 15R UNLESS NOTED OTHERT41 I. W Y s I PEs TO BE SE w.._ COPPER AT STUB UP �'''ar ;g . a r,Y q�.w T - � 1 PIPES. 0 mk / . { � �+ _ * q. CONTRACTOR SHALL MAKE PIPING ABOVE SUSPENDED CEILING AGCE551BL.E TO FIRE �. - a �. TYP. — .. >� :. w��_ ,< ;� - \ - J s r` �, --, ' :: �; . , '..!. �, , 5. SEE SPRINKLER LEGEND ON PLANS FOR MODELTYPES TEMPERATURE RATING AND DEPARTMENT PERSONNEL FOR VISUAL IN5PECTIONS AS A CONDITION FOR F NAL u <« ! : " -- -��r� ;-,: OTHER INFORMATION RE45ARDIN6 SPRINKLERS UStr>. APPROVAL.ai - % J" _ --_ _ - _ - _ -.. , � 1 ram% .. s ,,.„ J r + -j 4,., .j I - 1.. u. 1; .. � :x � . II s ll , '! I •i { �, 4 -,-Y _ r"� f4 F_ .. "':_err - _ I . • l _ , : �* : '�' ._ ' €; T _..� .: _.r: „- �ti.m,.�..,.�_,.... t I -5`";' :: ' F- k - : _ �y '>. f ,� , _ EPERSONNEL BEFORE ANY INSTALLATION AS BE N. CERTIFIED TWErLDER 5HALL PROVIDE e > :.�� _ -•' f' _ _".14��'1-....._ _ I �� ! D STAMP ON EACH L'Ar „'. n � rw s' arJ ° YVELD 2 _ - i l- YIDS: - �� sx ::: tf II3• r [ 1 • -:-*, . t. . - - .- '- - a;:• "10.., - ..::;w. ,. '�- "'` s e °� .. f = "4 ,.. ' a ry a�'. _ ' I € ' ''"" „} A� :g!I °? °• I ,i. >• A _ . _ -N I,. :`' _ , � ,� - µ ., -.ram.... ! I. WHERE REWIRED DEPARTMENT, ALL CONTROL VALVES SHALL BE i., 4 - �y J >: } r _ IRi=D F BY SERVfN& FIRE DEP •ice r - c. 4 ._ - .. --....... - _ SUPERVISED AND/OR LOCKED IN THE DPE=1+1 POSITION. COMMON KEYED PADLOCKS SUCH _ _ I -Arta , L _ � , ;r ... - I ,._ A5 SHALL DEi7 @Y THrE OYVNER. ._ .. r - r '. z , 1d1 '. !� t1 'S' e�° w ,ro f� KNOiC DR EQUIVALENT 131= PROV I _*` X `- . .. -; m -�: - - r,M.r .. L 4 DETECTOR !2. BUILDING 5PR11NKLER SY5Tl=M SHALL NOT CONNECT TO 51TE UhIDF`�r� __ _ . . , k=RbROUf�ID MA€N UNT]L ..E_ _ V - - �„ ' M- -. ..-.. .� , _ CNIrGK YA. -- _ - _ - - SI iE PIPING HA5 BEEN TESTED AND FLUSHED PER NI A 24 2015 EDITION. a a - - _ .. - --_-_-� -_ - -- .-_ -_ - > - - -- ---.- T_ - I. ----- &. 1 . � Ijj�yJ.J�� - , a -- � .... �� 1/2 CPYG - — == rrl - "� J' 4 e L j � a F> C :a - a � * - �.J - - In Y _ ' E C OR 2- ;- §le�.....:z ...,,._.':. - 'f ` _ - Wr z'- GOPPE P I I ::_,.. . X:... .. -I i I ; ; -- - - �a _ ,�._ AT STUB P - m :.. r - I . IiP �. - ,t - - -CODE- .�_ __ -- =ANALYSIS -T: -- DA = ---- - - .. - _ ". - - _ -, r �� jL -.. 1-1/2 RISER � ar - - . L1Ga ,g r >_ Wr T15T AND DRAIN 1 F ,> .. - - - - . _ _ TEST J E AND DRAIN �. TYP. / ,, ri M... Z .= �� _�. gy TYP CODE I� • , , ' - � �',.'.>` % i'm, - . R... ' 1.9��r - 5i V Ll � ANALYSIS z�1/' GPVG i�/ 2' --!. ,,__ f I I ", Oat €Iv N } er 1 CODES USED. ^ � '- � , pz � � a:>� - ap 2013 CALIFORNIA BUILDING CODE P� GQPPEi� AT STUB UP >. ;� x 1 _ Ti r F a T " vt 21108 CALIFORNIA ENERGY CODE AND TITLE 24 U f n "M re, .'S • ": i,:_ i 2013 CALIFORNIA GREEN BUILDING 5TAHDAR#fS CODE 1 I yypp , ,:,. , k _ t - , Ill ;14 1 ...f. sJ. 8! .`� ^ 4 !r. ,r - 1 � A 4 .. I rM ' , ! # 1 2013 CALIFORNIA PLBlA81749 CODE dV� .,> n I xa. ! I 1 f p _ I., ,°' i L_ -� it _ I jr ..a i $ '^ 20" £ALIFORHIA MKfIANfCAL CONE �I `46 ti s. r ! M ..W , - M f ,r i a ' 8 -` * n 7 L �' '"�„ 2018 CALIFGHHIA ELECTRICAL CODE �.+ O n 1� iJI,- ::i r= -- � 7 yoy,a s `" T. 1 - `� ss k SSE I<1 r a S . f... f w ( ` f ■ IS 1 2013 CALIFORNIA FIRE Ci]i3E C7 '.,f.� '>-,:"�+w„w„��,"_ .i .+.: FY� F #JPI: '.' •j 1 •� , F'„ :. .. ; X - `f _. +' H.G� fx a BU1L13lNGOCCUPAH£Y: R-2 tt a d L ' k k... "x " Y = c } s NI 1APAiiTMENT3} s t]� �� •'; .�' ] ! ■ L t P = Ul PRIVATE GARAGES: Maximum allow a F r.5 .: a, v' °lei`- i, F RI >a3 Vh2 :�, ■ % a.f}'' is . i ` ( ed rea=3,Ua0it5 perC9C496.a.21 iL I .QIALTE' 7f I �`�� ''�' x `' V;F ,r: ; Vd Eu k J r P I' &3L15 rr-._ .�_ M_ 4a" �. ". , i G� , P_ �, was i 3 4X.3 l 3 3.177 yy_ / t �„ r - �d r; ,:. a r`;6f=; - F { ? TYPE [IF CONSTRUCTION: TYPE U•B, SPAINKLEAED (NFPA 1SRi CDC 905.3.1.7j ; r gg a1r ' '"`•- ! 3 .c ur _,µ - ICI-ii'.•.. u., �lr:. - _ .... r'!P v�� f i #.... it €;', s � z 8 ". 4 7 a -, •_ e: y7a , B Pi FIRE RATING OF BUILDING ELEMENTS [CDC TABLE $(f1 JSOdI: _..._.�_ 1.-'Fe - k - �- ip�_ 4 `' sir '- � ...�..--•...«._._ �...�. _..ra �.. "�� _. l ��;`�� +a� - a� .-�=.1- _ N= - l� e py?'�...„_ f'� d3 � _ utluralFrame Ohunr _r11 <�'--" I ( - _� Z # - " _ c ..._.-. ..._. ;. _T _.. _.g V I. Bearing Walla •Exterior: 0 hnur rl lire separation distance Alt s 1C 59' ' Py JII ', i fir ��ti .,.-«. - A _-,., j 'r � xc'.y� ...__ .._ R' w.~' � �r-..,, FIE I'. '� _' I x . M w �•� Nr °` - f r - - . Rr 1x Bearing Walls - Interior: 4 hour al ,. 411 1 .t + r ."��ti„-..„�,.�` - - •," sr - �,>p;.,#vr---",....'oa'z€wrre'a,a,snrewrmkaa.s - ......54 ..yam'"`-- - `•• �'J� 1R ..s > , '" -• s «'�� __ _,. _ ti� -.,, -��. ,.. - .'.. :,� ,.M . ; .. _ . - , n, ... , -_ - .. - :....: r+arr ww ,4 a - _ • �'f� �[ ° t" ?f . ,..... Nonheating Walls and ParlNinas - Exler[or: 0 hour w: fire se aratlon distance 10' . x a 30' �,-J� § .!' ail ■ r �.�,...._ ,ti.�, ._ - - _ �a:.. ? +r+'� .,�. a.4 .. aa;...,."... - ., ."_........ �rar ksaEtp.... __ '_,..., �'h .,< A _ ' C • , . a 'a IV x , .1. m k„ r a4hea ing Walls and Parlifione - Interlar; 4 hut g - -. I _y " ----• rc� i - �'� `' ••� �� Floor ConalauCtion: 0 hcar (includingsu rtin beams and Stets I I I µ-. m {ti - �i-� 3kv,7,4 PPa 9 1 1 i _ �_ _ " ,,,,,.,,,,,- I l �:'..' ..- . _.._ _ ----''-__- _ - ! _ ■ B .____..._ ._ �a ��' �a�. RG41 Codstruclinn: 6hour lincluding supparting beams and joists) - 1 I I r......—.".•__.,.,, ,.,-,,., w..��.,-�..�,_.,...... r ' ' -..... tom . ''�.'�1 . _ .... ... .._.„ o* I 1 r' [ c .x : n ,— Ma � k4W 'REFER 74 CIVIL SITE PLAN FOR BUILDING SEPARA710N DISTANCE S j -" r �' - - -�. Jam' r o--. - �i / - - r s +a�i ti f` i .x:: 1 �.i ,_ .' - R a �.g DWELLING UNIT SEPARATIONS: � � rn xY .,<. :%r.: .a. ,. : ...ri a .:..'n�.' ,4i v;Z_. `'•"�hr„`"• ,'aF =a rdld. a'i iBE lI� � ii 9i R" eq# ...... ^1_+tE«....:: r€�„x,� :x.... _ •y °�' `4"-„— „'f• dc� 6. �` �] I .-_,_W. .a, .,".-•w.-�.,.. - �r. .._,.....____.€aa la .. +r9m - 7• ":f V c _ ec. �e _ -•.. xs """ _ TY _ ■ g1� 3 1 hour Fire PastiOon a1 Part Wares C8C 70$ : i, . .. s,. .�.- .: �..,. .x .,____„,w_ Yx re sk i� ...:: ... .. ....-?'r-�� _ .�..I � dal€ ■t ; ; '.,v"" ...'°�; e-• !M y dt 1 ..--,...�.p'^_-... 4 `�.i. "`ia" Y } w�. 'w - ._. ..- _ .>r T .._ _ _..— - -.. _ ._.._ 1 _ N:21a aaa i.. •r i . r, &:r ::. 7'r%x� - wl .€ # T.. nn `. 4, ,� fl£GNPANCYSEPARATI4N LD �� Q "..s�: :: .: 1. _.�,,.. .:,.. 1 ..�„r .. arm"I 1 ha r � ' r �•. � � .� . - � • :r :: .. :.;.: xA�::� ' ',:r '. :. - . _ i - - _ � 4 Lrceupaltc Separation between U Privals Garage) and R-Tact" aneies TABLE 50 .4 1 1 a:' i„ a �� :mac +ram _.... r y. N 1 sr i fan. t x Y i p] P 1 $} JL.€�: F.�. " a= " ,w'Yur�. - - ' ,I'llY, -.._.. - _ err q�� _.. > 'r lip $i . ti,.. s,.. .,., w....-- .............bw. ... ._... ... .. : . g y�,yy _ .. . 7 i ``�+•r ..�,,...., lY 3 y.. N GG t- xx- -. - w.. .-, ,.,mew. �z ,v-_.:... _ J^h `s _ _ Qmt; asa44 �] I t. r_ r .... _ s Aa sae 30UNO CDN7ROL 1- +r 1 7` — . ., _, ll. . _._i...... I... U' �.tiM� i L ... g . R ,m -.,. .}�,,:.:.... +, a": .. .w - - ..r 9 I ?- § i•=d. K - _ I¢: �i ~� -� f .-,•r.,".,... w L �„a..: V I , r $ =N �F r 1 yFl 50 &TC Sound Transmission crntrnl i r I` i .•_',• a..:.: a I :�: ,::a:,, :.. ...- -r.1 (s - n�. ; - _ •i..�-,_,,_'.•y._,, �.._ :. "`• ., 8 squired haloes" Soils lCBC 12071 S + r. _f .., & . , - � _ .. .] .. �,».,�._ _. .,a - -+l' a IJ R . S ,_ .di � a �-1 .oe.tt - ,,_ :A" e", - / � - r , P�,�,,- I I r a ; - ,: { M" j, z ;t(�?� iJ{ia s �` ! [ `-� ,3? ALLOWABLE BUILDING HEIGHT: R•2 OCCUPANCY [TYPE V•BJ ! 1 ". - . . _ _ to ..- .. ... F. :.. ; ° �:• 2 STORIES {TABLE 503 ! .- .: :': ..14 $?' .,.,, � L,,� - # [r.. -s iT„Se i r3 $e' #1 - - !i r•s1 •' 3 J � U Y 7 /i -.,, � i �' g �C �... 4...x. _ -.. k p ' �.. wq _ ...._...a La.,. d .. , . J :. z_ 41 r PE I !6 �:�;:. ..�� ; _ •:.` �:. � � � ,,.1 ! .. N � M ... .. OCCUPANCY {TYPE :� I - `:, .. • 1 � � �' �r �.`«r`. , # �'3f� f f "-...,,� aa�r D UPANf; V•0 � ll« I i - 1 1 . -, , . i - I i' j wee 1 STRAY [MOLE 6 ] a 2. yi r�4 jl._a',__ -� a„ P. M, I �i i ` J I,.. �. --- .;,•^°' --:' ==--1.'.;'. ._..... .�^ i yY' .:>_1 s :..[ +�1 '..,y, :q'�',Qiis_Ck " .,..... _..•� a .. ACTUALBGILDINGiiEEGHT; ii-2=28T£IRIES '�, y _. � W 3 .-qr .,.. ,�g., " �� , ...,-,,, .�..,.: ,r'r... Af Y -@ ,i, .1. i W� --a H;-< [ _ „.:��. a. _.. �',•_..., . n:. r. y:•.'i w y :�._:.�' U - 1 STORY T , r— n w' I a:..w• �.:.. -< jI`�,.. ,€.... I i� ... + + /11".. O .. .... ! 77�€ ALLOWABLE FLOOR AREA: As = {A1 + [ AS X If j } ICSC 5D6.1 j 2 I � ... IOf �.. `, a.:: � .��:..�., „ �,:. 1N/ TEST AND BRAIN � j # ;, ° } p. : n!�r {Whate Aa = allowable area per story. Al = Table 5f13 uaa per diary, and If =area hrcr$ase # ! # Q0 «,. ' N . QC ;: ! 47. duC 10 {r611t3ge. Se>• FSIC4f8l101i 8h0V�.} A f , ' ° � ...,�.- ' � 4- 'DETECTOR 1 I • . ..�,7,� 1� I �1 __ _ .,..,- i g ,- - , . Lv . - 7000 + 7000 x 0.27J} = 8,890 SF PEA STORY I _ Aa - ip ?� � �: � TYPICAL 2-FLEX BUILDING: { j A 1.�;-. -.:: CAECA[ VA.. � � � x,r ..,� 1� : Aa - {7000 + 700D x CAfi 10,16D SF PEA STORY f g ,.,,• TYPICAL 3 PLE}(BDILDING 1 ]j j . . !. TYP fCAL 4 FLEX BUILDING: As _ { 00 [ a)a) x 0. J} 6,TSD SF PE _ . + 70 25 R ST I r� r:• ly 11 ACTUAL FLOOR AREA: BVILNING (2-PLEXJ I . - �,, 1 z-vz-.: YG... ,� �' , x 1-1rz' RI51;R - v ..... - (� f ... ' :: 1: SECOND FLGOs 2,098 SIP I�z' 1 ! W/ TEST AND i41N; TOTAL R-2 A 463 SF GOPP 1 908 SF ' 1= TYP. I STllBP - , I _ I ; �. , %U E GTOR BuILAORIG s PLEx I 2-ir2' CPVC. 1 1 - -I \. I ! .. ._ .. .... ........... o .: 1 I , . .:. �� FIRSTFLOOR: 3,935 SF If . �•7^—�\ GI1 GIC yL . I 1AT 4 -1�2' MER ! '7 SECOND FLOUR: 2,621 SF ti " TOTAL (R-2 ): 0.556 SF I I i 5T1JB UP TYP.- UV! TEST AND DRAIN11 _,`' GARAGES (U): 1.347 SF 1 TYP.... 2-1/z' G . ,a '�� ,� 4- DETECTOR' %UILNNG 14 P 1 .y COPPER -...' ... L' G17PR AT S + - LEX CHECK VA. .� .. �' * .. '.I ` 1 f , I I 5TUD UP TYP. r,. FIRST FLOOA1 5.394 SF S I , _ 7• 'e SECOND FLOGF: 2,024 SF 1 I s % +. .. W .. ,.., •. ? ' ` GARAGES f ? I _ _ _ �.. TOTAL (R U . 2 j.. &`T8 SF ✓� • 1 s � � ALLOWABLE BUILDING AREA: Aa X 2 = Allowable butldil area far r 2 sl R-2 U d [ .. Yg1 ®�_ bry cCsgrsurcy (G C 60fi 4} T APB F' g I ," (See calcula5nns above-) 9 _ o I - �. , .: tires° ' �' .. ....---.... .. .. ..> _ .. .> .,.. ..' . > 4 BUILDING 2 PLETU : Aa - 8 890 SF PER F t I. 8 ,., . .... ,t, �•' f ,. - PER BUILDING ,: .�� .a>.,.. - a_.>'�.r , FLOOR 177805E :- � I 1 � a. � � : u a�•„- - "` _ �sj � � . -.. , .... � _ a Y ;„_ `,/ � $ORDEHG (3-Plptj: Az = 10,150 SF PER FLOOR 1(2 = 20,390 SF PER 6UlLUIHO UP O y, W $u - .;:-- w - w . BUlLir1R0 {4-PLRt]: Aa = 8,750 SF PER FLUOR k 2 = 17,50D SF PER BUILDING 1 3 . ,, ! tl �. :1.' {[ 1 i LTA A4 1 t ', �j ACTUAL BUILDING AREA: BUILIDING (2-PLE1ij: 5,37T SF y: ✓ • g� r p - , +9 s`; "r� a 'u °,k4" �� BUILDING (3-PLEkJ: 7,9(13 SF ,� 1 t 0A 601LO1N PL 1 _, _ •� � , =L .-, � f � � WORK BY ETHERS G{ EX: 9799SF ___0 �ii r gi` < � 4909 - t E � .. .. R ................................ , . , r ..I T : y9 I TT, I. + %0� POINT OF CONNECTION FOR BUILDING FIRE SPRINKLER SYSTEM IS AT UNDERGROUND FIRE SPRINKLERS; NFPARecuiI3 ter Ink1c Rocem pa riC. Per C.B.C_ 903.2,8 �{ r s 1-1r2' S NFPA 13R sprlr kier system per C.O.0 903.3.1.E '° `" _ �' , , { p 90% WATERFI_�1N TEST STUB -IN AT THE RISER LOCATION A5 SHOWN ON THIS PLAN. f> F;.,„+.. li _::. Wr ErJT DRAIN. s L Sprinkler protection sAaU be provided fur exterior baicgni$1, rtecks and ground Hour patine a! t dwpllinq units Where the building is o! Type V can slracFion provided there is a rnni or deck c 3 fir, shave prbC.6.C.903.3.1.2.1 i.r ti +r a. 3 4;� ?.�+ ;TYP. r r wa ;`.. 1 '� 1 -`.. AL EXTERIOR UNDERGROUND FIRE SERVICE MAINS, FITTING VALVE • �, ..___. ------«.--: -'-„ , PbA BLVD. NEAR SALES OFFICE Quick tee sa or residential adtomelic s rrnldere shall he installed within dwellingnnils and �...- f .,v - - _-� �:. ', LOCATION S, I P _' . ...:= 131, - } . _� ` -�� - A L ASSEMBLIES -ETC..., SHALL BE INSTALLED BY OTHERS AND ARE SHOWN FOR sleeping un is in group A oceupencies per E.S.C. 903.3.E k A7 56 I�FD P6 VD TAKEN BY: GOAGHELLA WD. DATE: 3/b/2015 REFERENCE ONLY. ` L' STATIC: -71.8 P51 RESIDUAL: 67.5 P51 QUESTIONS AND COMMENTS REGARDING THE MAKE AND MODEL OF EQUIPMENT, . I FLOW: 1500 15PM EXACT PIPING LOCATIONS, THRUST RESTRAINTS, ETC..., SHOULD BE DIRECTED TO -: THE INSTALLING CONTRACTOR. SITE PLAN; U.G. FIRE SERVICE (REFERENCE ONLY) �, �- 56ALE: I" = 50'-Orr SCALE F&A"5 100r ISO 18' fl l A4 A -HOSE 8113 PLAN IdEW 1t Q } _._..... T r q ,r k, 1 '`` n z7, r -HOSE SQ ti 3 1 f _ 10 7 �Y , 2 s r' SECT46a4 A -A iTEI%A 140. 44ATERIAL — NO, RED- SIZE AND DESCRIPTION SPECIFICATIONS RELfFiK5 1 1 4" OP. 6" DETECTOR CHECK W/BY--PASS wfE7ER. I CVVJD APPROVED C"L1 IntSTA;,LEO 2 1 4` OR 6" ADAPTER, FLANGED BY "TYTON" OR M_J. DUCTILE IRON R-STAINED T 3 1 2'-6" X 4'-0` UTILITY 13CX W/4" WALLS. SEE MATERIALS 1_15T 4 1 2'--6' X 4'-O' LM[J1Y BOX TOP SECTION. SZE MATERIALS LIST 5 1 2'--6" K 4'-O" UTILITY BOX COVET;. SEE mATERIAS.S LIST 6 1 4" OR 8' X IREOLARED LENGTH DUCTILE IRON PIPE. DUCTILE IRON N J[31idT 7 11 4' 4R 6' GATE VAL WE. n.A..NGED CVWO APPROVED JOINT i3 1 VALVE OPERATOR WELL SEE STD. DWG, W-17 9 1 GATE WELL CAP VALVE OPERATOR WELL CAP CAST IRON SEE STD, DWO, W-18 10 I MAIN! SIZE X 5' OR 4" TEE DUCTILE IRON 11 1 8" . 8" HINGED METER READING L!D COACHELLA VALLEY WATER DISTRICT DETAIL OF 4" OR 6" OETEGT©R CHECK WITH BY-PASS METER INSTALLATION FOR DUCTILE IRON PIKE APPROVAL- DATE, JUNE i013 DRAWING NtJMSF-R' W-3a I-114 X -114 pC IE GPVG TEE ETEE 1-1/4' GPVG RO 1-1/2' GPVG To 5Y5TEM ! -1/4' CPVC TO i=S]G 1000 wm ionIll F1 . 4$0 gg 10' 1'�.EC,TRIc ',/ 6 Fly_ q0'T 4 l,%AY 5YV1EL1 BELL YV/ 51&4 ON E"XTmolt MALL 1-1/4' S1NSaLE I-112' ADAPTER OUP X llel"_`_, SHOOT Pvc- ON 1EKTERIOR WALL OVMIDE of RJSeR i" IANPOLD BY. R15M GL05E T (1) ZIRAiN AND TEST P MAIN DRAIN VALUE ADORE95 SIDE t2) FLOW SU]rTGF4 0 I VJ/ 1t6T AND DRAIN OF BUILDINS (3) PM6&A E &ALkSE , e4} SIGNB CN EDDY ITV IRIETAR0 FL S 7SENSOR C1*CIC VALUE I-1/2' VIG 072B rry GONTmOL VAd-ve !F - MTN TAMPIER 5WITC44 1-1/2' CPVC ADAPTER LY . r 1-114" IN LINE G 415C, C VALVE I• PVG PIPE H/2' GPVG j} V eA0PF t TO GPVG '� 'T 2' to 1-1/2' ADAPTOR Fllil>SF 'fib OGII H"J• JWI PCgNT OF C4X04E5CM0N r 1=1: -- �T .: _:. _ -- 1a a v_, j1= - I .; .,.�- - 71-ll71...l-i -IIi_ - .I1 ....... - - 6 = - ... - �I- r.T'r'T5 ..I .. , , =- __ PIRDO DE Plft SLEEVE MAINTAIN 2' ANNULAR �11-: NNO FiT1-1N66 1P9t 15LZD . SPACE ALL AROUND GANG- F00'nN9 PIPE 7HR411.I614 SLAB TO V-0' OIJT 2' WIPPER IN 19UILDINFa RISM - I� Syqmp TO BE GOl>PEIx TUBE ONE PIHGE YV" NO 1'IrnW65 U'IIPM 5UILDiN6 TYPICAL RISER ASSEMBL Y NOT TO SCALE ALL P0"wLI$ ANR AI - ALLIG OceRso 0UND PIPE mo FITTINGS 0"" W Pnam-_= YVr m camm"Lls PoLYET1'IYL1 5LJ3'VE9 APrA GOAT1= PER "P.A. RBCraJIR1wTVENT3. "ANGER 610ECIr-IC4TION8 �� 1.W 1� ARG:C0 ..V4' 5I/2 T3/EFr 1' 6 b/k6 I V4' 6 1/2 5A6 1 V2' 7 — 5/16 2' B 511b D.L. L15TED 4-AW.ER5 FOR C.P.V.C. PLASTIC PIPE MEET5 OR EXCEEDS Tits' PfOReIENT5 OF N.F.PA, 13, MRr i 190 STSTEMM 2W WMEMICe lveY, xneri CA, -12M na<aa eaD`aw-ilm Fk(. GOD-qu-SVa 44ARDFNED I41E!f HEAD SELF 744PtEADIWC SCR,EYI 15 FDRNiSHi<D Wtr7-++ TWE +Ark FR AMP IS THE MINIMUM FASTENER SIZE ACCEPTABLE ® 0 D Q GPVG DOUBLE FASTENER 57RAP TYPE WAl' M +4AR.DENED Hpr HEAP SELF THREADING SCREW IS PUIRNISHED WITH THE HAWER AND IS 714E MINIMUM FASTENER 942E ACCEPTABLE TNO HOLE - CPVC HANGER DOUBLE OFF5ET k ANGER HARDMW HEX HPAD SELF THR awe SCREN 15 FU MISMM WITH T4M +IANGE]R AHD 15 THE MINIr'6JM FASTENIIFR 9IIE ACCEPTABLE Imi HARPCXW HEX HEAR SLF THREAXNNQ SCREW 15 FURNISHED WITH THE PANaIR AND 15 THE MINIMUM FASTENM SIZE ACCEPTABLE (§=—:::§) (9 �I Io 1111111111111111111,1111 CPVC =ft_E FASTV4ER STRAP TYPE HANGER CPVc g0 PJL02C' TYPE WW.ElR U.L. Lit -no 50ET"TQUNT - CPVC HANGER CENTRAL "NO BLCXK' HANGER �;p W K I- j"� V I••- F W 0 Ia 9 w W ,o — Z - M U t) .4 A airy jiu V} %Q m - ,C3 ---I Ck P -, " tu � a 6) (0 LU � 01 _1 T (� 61 6 "D � � fill r �) � L(1 ��LL V W r- q rryy�{{ LR3 en � i'4 �� W 7- 61 67 V 0 L E c O V _m to � 4l 0 O O •O L � 2 -a .0 a c a d 9 - 5 l - �f■p r% ■ ! ■ fi fr1 ■ i 11 �� ri J� ■ r a � .-.r w Jt J� — . � �� .1 rti /ti � /f �► . . a .-� r-. — � w — >� . � ,-7 L i 1 J5 1 • I DU1LU11VV J�Un1kL rUU I /AkjL kjRUJJ Jk. JIvA %r_ rUIJ 1 Aur_ 5t,"q,P0?j I'PO r J BU1LOING GRASS SQUARE FQaTAGES AREA CALCULATIONS U,I,,-'D/ f,j C-7 ,-$-I q pf_e� BUILDING (2-PLEX) BUILDING (3-PLEX) UNIT PLAN GROSS SQUARE FOOTAGE S FIRST FLOOR �f FIRST FLOOR LIVI#G: 2,301 SF } LIVING: 3,758 SF " - GARAGE: 908SF , GARAGE: 1,$47SF UNIT 1A &1 B SQUARE FOOTAGE " UNIT 4A & 48 SQUARE FOOTAGE ENTRY PO RCH: 0 SF ENTRY PORCH: 120 SF 119 fluor accessible unit - 2 bed / 2 ballij (tGWflhousa unit - 4 bed 14-5 I1ath} UTILrTY CLOSETS: 64 SF UTILITY CLOSETS: 57 SF FIRST FLOOR 1,466 SF ? F'1RST FLOUR , 1,149 SF SECOND FLOOR SECOND FLOOR 1,145 SF TOTAL GROSS AREA: 3,273 SF TOTAL GROSS AREA: 5,282 SF APP1�[7VAL TOTAL I 6 F TOTAL GARAGE 4365E GARAGE [ 454SF RIVERSIDE -- FTRUEPARTMENT SECOND FLOOR SECOND FLOOR UTILITY£LOSET 25 SF DECK 66 SF r � LIVING: 2,032 SE LIVING: 2.555 SF UTILITY CLOSET mm - 1 31 Sf_ �� ,..+ DECK: 665E DECK: 6T,sF •-�-�1 SAC IJ NE ARC A, F��..... P. � fn TOTAL GROSS AREA: 2,O9BSf TOTAL GROSS AREA: z,s21 SF UNIT 2A $r 28 SElUARE FOOTAGE UNIT 4XA & 4XB SQUARE FOOT I= .� N (townhouse pail - 3 bed i 3 bath) (lownhouse unit - 4 bed / 4.5 baihj FIRST fEUOR 1,460 SF FIRST FLOOR 1,149 5F DA �1'�+E#r y � �s � > � BLIILI7ING TCITAL GROSS AREA: 5,371 SF BUILDING TOTAL GROSS AREA: 7,903 SF ; THE FIRE E PPROIIAL FOR PLANS B � V ' SECOND FLOOR 527 SF SECOND FLOOR 1.149 8F _ TOTAL 1,967 SF TOTAL — 2.2VAL10 FOR ONE YEAR-SUMECT To � l--! GARAGE 439 SF GARAGE l 452 sF C.T)WILIlANC.E WITH APPUC ALE CODES POOH 11S SF DECK 66 SF e r "��• � UTILITY CLOSET 25 SF U` } BUILDIN"D )4-PLEX) i 5 FIRST FLOOR UNIT 3A & 38 SQUARF FOOTAGE e. j LIVING- 5,224 SF Itowrrhnuse ImM - 3 bed;' 3.5 balhj GARAGE: 1,781 SF FIRST FLOOR 1.152 SF 11 I I I 1 T r KAID Nr7T TO SCALE � 0 ENTRY PORCH: 120 SF SECOND FLOOR 886 SF ■■ �S 111 J11 11 lll1►► i�►�1 TOTAL 2,038 SF ` .-I 7, UTELriY CLOSETS: 50 SF GARAGE 454 3F r � cli TOTAL GROSS AREA: 7,175 SF UTILITY CLOSET 31 $F '�-L-I AVENUE 52 "t SECOND FLOUR F4 tr) LIVING: 2.558 SF UNIT 3XA & 3XB SQUARE FOOTAGE _-!� _" I DECK 66 SF [lA�rnhpuse Oni! - 3 bed i 15 bath] *� TOTAL GROSS AREA: 204 $F FIRST FLOOR 1,10 SF Z FiVEE�IIE 53 14 SECOND FLOOR 662 Sf TOTAL 2,031 SF BUILDING TOTAL GROSS AREA: 9.799 SF ,•' GARAGE 464 sf Q LU LL r /1 PIPE0 1-� AVENUE $4 1� d TABLES >� it") �_: I 0©! rr . rr �MIIIIIII �iIIIIIIIIIIIIIIIIII �� COW, CLASS 200 PVC PPE D NOWIAL ACTUAL 4' 4T_..1 6" 5 8H 8' 7 843 10, a.42 t2" 1130 13VNA-A FIDE D 1' 1.141 1-1/4' 1-%6 1-112, I.126 2'2.205 2- 2.109 S' OB14 ,C I 4.510 1.61 1 46.405 :t -- ... .-,-. ,ri _rry LT1rrW �� to, 1 10.9,70 UM 'DYNA-TF� PPE D NOMML ACTUAL I., 1,080 1-114" 1.40& I-1/2" I.4�✓a1 2" E2.104 MLAZEE#IIAP STW (PVC 11) 11111001111111111111111116 ACTIIAAL 914' 0•02•y I. 1.101 I_1W I_"4 1-1/2' 1-905 2' 2.00S • 2.425 "S' r 2.g52 nnnnn. n.mnnonnir.nr , 'r 0 Cif SITE Q ° �% ;w . ri7 AIRPORT BLVD, p 31% WAWNf_Q 7 SCOPE OF WORK �v'' WEISKOP ,G I ,I. PROVIDE NEW FIRE 5PRINKLER SYSTEM COMPLETE AND READY TO USE AVENUE 58 IN ALL MULTIFAMILY BUILDINGS PER NFPA 15R 2015 PER THE REGUIRE=MENTS OF LA G2UINTA FIRE DEPARTMENT. PROJECT No. LAQ-15.RS-059 9 - RISER DETAIL TRACK No. 36537 JOB NO. CE5103 DRAWN SEN L. DATE 4/8/15 DESCRIPTION COVER SHEET GENERAL NOTES SHEET NO. FP-1 >7 LLI Ld Z) LLJ < PQ > C3 Z F- 4 Z _J U z MU z LLJ LLJ C3 < a LLI _J LD Ld rr Ld M M - F3 W J PQ ad a. LLJ IL 0 I > L) 9:1 1JzLd LD U PA _J LJ M > _J M > LLJ Ix z U 0 IAJ Q� < LLJ L) Z LLI CL rn I' Z L3 V) 1A k-W) ,I--'z dim Ix LJ Li > _J C3 Z z L) LLJ Ld c3 6- � r3 EL IX CL LLJ LJ n > LJ Z > I > L6J Z >Q L, 0 LLJ 0 W - ati LLJ EL O:f Z 1-4 U 01 as LLJ La F Z Lai X r LLJ > 12 LLJ LLI F- L) LLJ (4 to C3 Q_ z ICE x :D _J a. z < rY C4 ED W Z x ED LIJ L-3 Z < M C3 CZ CL 41r Q� L3 U M 3� cr LLJ 0 0 _J Ckf _J Ld < tL IA. 01 . . . . . .... ............ . .... . .... . . . .... ... . .... .... EL lil I _ l� i _J OM 2 BEDRO _LIZ I . . . ....... .... (P LOF1 0 ii I I T H it 0- 1_3 I. . ................ .... ...... ...... ..... . .... .... ....... ... ...... ..... ......... ...... 0- F . ..... . . . ...... . ..... .. .. ........ .. Y 0 .2 I[,T p U_ . . . . .. . ..... ..... . . . .... .... L' 0-T ..... .... ....... . ..... ..... F C� I ZU15 204 (3 . . .... . .... . _J 77, IP .... . . . .... -A 7- 2 . . . . . . .......... V V 1'x HE .. .. ...... .. ..... .....LJ 2 '�r 1 \ 2'- i tic � L sir J. El ... . ........ ....... . ..... . ..... ...... NJ 3 . ..... . ... ......... Q_ z 0 z EDWW. DATE a 3L 15 6 Cr (P OJ .. . ......... 01 SEDR BEDROOM 2 i . — — — — — — — — — — — — — — (P . ...... ...... ... . .......... . . . ..... - — . . ...... . ..... .. .... . ... .... r i V V L AL &REA7 tz .. . . .. ....... f tz is u U� N I N. C-7 H 1— N__ 0) r- rL . .. ...... ...... ...... . .. 11z) polo '-)2 UNIT 2A UNIT 3�A UNIT 4XA UNIT 1A�' A.P1 PY (,)r)SENC p SCALE 5rALE: 5/16" P-0" SCALE BUILDING SECTION SC -ALE, 1/4" 1'-0" P I 0. 4 I 1.55E TimberStranl:16 LSL Headers and Beams 2 x diarneler � 1he CAUTION largest hale {mi�lrnum) depth Allowed hdo nm This building conUins a CPVC firR sprinkler uyMrn. This ONO lire sprinkler system Is a Lila 52" Asgembly and must i� treated carefully, Plea" read the following before any artivIft which Wald Contact this system: CM piping amlponnonts my be da"od by cedahri Sulbstailca god cafthiiellion practmm F J .. . ... .... ............... r NO] Stacie_ sLvW.__ hmg vVW,mt,oh,hang tbxble wire amble {E%kally cmfunCEfions mabW], . Wrnap�lh rt4. or i4htqWidar sysigm 11INKI-11i,511ALL NOT BE REWIRED IN CL05ET5 aNLr system wmpaE�� materials Irwsdm . t gat l i d sofv�n . L ks, inn. cuFting oils L C\1 L6R_rxTm-6R BALCOW5 AND EXTERIOR I3RErzFWAY5/ iaqd thread pastes m I KUd In Hamel's Installabyt mtructors shuoid be used In =Wav wV ibissoi�m 00 1AM axpw CPVC "icts 19 as -t Hing isis- rw-water tl�g� pwrq, 12'-0" ..... . .... ..... E L 12'- 0 4P-2j' L GDRRIDOR5, REGARDLE55 Of 5EE- T)T. pa CI ojis.traftqnad pv� 111mau WA�. aid dupa, kmim.kiao- WINM k2m cabling I I PER NIA 13K 2013 5ECTION G.G.7 Caulks, aclllegve tW. Odoi flux, fiELxiUla vgirWtg�a 1,1Jn spWW jyff*MfalJm f�� Q�TL_--hrlw 41-01� 12 1 -0" MAS 13, UAKAEJE 41 OR Other Trus J a is&Head ers and:Bea ins 00 NOT Mos Cpvc "m 0 OTMnWIR F1am, an'Md MMR. UE 1imberStrudw LSL ldcr&lro LVL and. I L GARAGE - W NOT drOPI d610Qr or npct MC ptO�c% or s�� obleZ Jo be dropped vi Riem. 1/4 J rm_ 2 x dianieter ol the L_i ]-tole 2411! Paralla VI PSL 1-V/2' R15ER Ig— h Ole (Mirld 111m) V!i d P. pth . DO WT �v4!o CPVC Wod-M vmh giuI?Es corlwninalud vft als (by6oc@ftrN u othor 4iioxiptitrlt vMib!s. 30A3q.A0 J_J L )NI TECST AND DRAIN Failum to follow this notice may cause cracks ar fractures to develop in GPVC praduGts resuftg in popeny damage and personal injury due to IeBkg of flooding. The pirmirce of any visil)le cracks may rq Ore partial or f0i system replacement. Far additional information cantad the general -Xintraintar. IT I FDC The fie sprinkler system installer, or the Mr vinnufantarer. .... . . . ..... ..... ...... . . . ..... . ..... CW. .... . .. . ...... ..... ...... . ...... . . .... ELECTRIC fRE MCF011WO 1VL and For9cithunai Parolanrf� PSI. /7N ALARM BELL zone 3N tuiiWr ft- tztoo. PA 1 MOV 00 — — — — — — — — — — — -- dal LI/i spaii 571 M_ I.W.- Tifl ni -IF 1.31 1imWS1hlaTl0 LSL alla edhale zone d . ..... . ... . ... Al it < -MM F"' ti SIM MAKE AND MODEL S1# SPACING VAC SIZE TEMP TYPE FINISH CANOPY QTY 0 SENJU RIC, RES 419 8684(ol 16' x 16' 4.13 1/2 162' RE6D LU�41TF= WH/CONCL.D 0 fRF=LIA5LF= 1=11=R E50 fRA1414 I501# 5.6 1/2 2004 66F W�41TIE WWREGE55 21 0 RELIA5LE r-IF-R 5& RA1425 150* 5.6> 1/2 200' 6SU 5R55 N/4 5 4PLEX TOTAL BUILDING HEAD COUNT 1 102 ...... . ..... .. ... . . ..... ..... .... . . ...... . . ..... ..... .. . .... .. — . .. ........ This buildine is protected 7 . . ..... ..... . ..... . ... . ......... . ............. . .... ..... _T ... . ... ...... . . .... ..... --A I-, -- - . ... ..... — :4-- . ..... ..... .. a - .7 -77 1- — L 0 a �-�draulicall� Designed 6prinkler 6ystem. A 1 11 1 L 31 1/ '' � 11 Z ..... ..... ... j, Il. 2 1 j 7q7 Automatic -4 ... . ......... ....... — -3 Sir — MASTER J-D . ...... . .... . 'DROOM Location 12nd FLOOR UNIT T AM . . ...... ..... . oil F13 13 E T_ �UUNURY No. of 6prinkler5 L.L 14 1 P . . ..... ... r - FT T P LA JN Fr 4- served lv� thi5 riser: r. ... . . . . ..... . ...... .... all No� of Sprinklers in calculated area in --- JT F 21-o' IVIE KITCMT., _J JJ . - 1 1 i ! ll I I- . .. ..... ... i F . ... ...... . .... -0 . ..... L D"ITY F05 GPM/SQ. FT. . . . ......... . ..... 2. Ce8liGiNED AREA OF PlWkAlll 1 6x 115 1B 7O jig System Dem4rd . . ......... — . ...... ...... I GiMl 01604AIWIE 55.5 GPM 1 D D ING r C 1 -7 . _J 1 1 2. RESIDUAL PRE55USE AT 4i - \ - __ __ . II 3 Psi� 55.5 -F 7" !FJ 1 MA81F -4 60.9 MIN. PS 11 3. STATIC PREWURE EA H22'.0" AT t I �i 1 If _0 ti AT THE 5AW CIP T1Jg Ill C F. H . . ................. 4 i�3 i - � ` I .. 21 A. -7 L T L I _'V ..... .... ....... ! LIJ J JLL . .. ... ..... J 1; h J -ell 1 J - 0 T 'Tn AT lap -6 Cal TA-3390 L ..... ...... .... . . ..... J ....... �12 i.KULJVL NOTE: ROOMS DESIGNED WITH A SINGLE SPRINKLER HEAD F k i i MOORIII F rj Pill A" GRF_AJ I �i _ i ! ARE TO BE SPADED AT 20' X 20" WITH 21.0 GPM V ':L)41-2't 5'- 2 31 (oil MASI-ER FSTFAM FLOWING PER HEAD. & . . . .......... . ........ . . ........... .. ........... ill _J k� (P DEN,; OPT tt BEDROOM V ALL OTHER AREAS TO BE SPACED AS NOTED IN THE L . . . ...... .. . . .. ...... . ..... - . ...... GL NLKAL N 0 1 L �D ON 'ift L I ..... . ..... ........... .. . ...... .... .... ... . .. .... . ...... ...... .. ... .. ... . ... ......... . —.. - =-, . I . ..... -A --- - - ----------- . . ..... . ...... . - - - - ---------------- - -- - - _...7 r - j ALL NEW PIPES TO BE 1" GPVG PLASTIC, U.N.Q. r -all TYPICAL GEILING 9'-0', U-0-N. .. .... .... ...... . . ... .... L i - - ... ... t UNIT 2A UNIT_ 3XAIJlllilliiIIT, 4XA UNIT 1A 4-PLEA FIRST FLOOR 0. 4- 0 . 12'��: �"�'" = ''-�� SCALE 3/1W = 111-01, LL qq 0) ell -A d) Cl. W_ q lx Ca (Q CA q O to to C 0 0 1D C 0 -C :E -0 13 (L J__ 0 tA KJ_OB NO. C:5'103 DRAWN EM=-N L. DATE 4/8/15 DESCRIPTION 4-PLEX FIRST FLOOR SECOND FLOOR BUILDING SECTION SHEET NO. FP-2 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR SIGNATURE VILLAS AT PGA WEST 151y0 PGA BOULEVARD 9-i-OG ) A 1j?L5-A, 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 (@ 3): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: .05 gpm/sq. ft. 300 sq. ft. 256 sq. ft. 4 sprinklers 55.5 gpm 55.5 gpm 55.5 gpm @ 55.5 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 4-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 55.5 66.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 55.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 0.0 SOURCE 66.4 55.5 D 0.0 - -- - - 66.3 - - - C 0.0 - - - - 62.3 - - - UG1 0.0 - - - - 57.6 - - BOR 3.5 - - - - 55.5 - - TOR 6.5 - - - - 51.6 - - - 1A 10.0 - - - - 46.5 - - - 1A1 10.0 - - - -- 41.6 - - - 1B 10.0 - - - - 29.7 - - 1C 10.0 - - - - 29.7 - - 1D 10.0 - - - - 27.3 - - - 1E 10.0 - - - - 25.5 - - - 2A 20.0 - _ - - 18.7 - - - 2B 20.0 - - - - 17.1 - - - 2C 20.0 - - - - 10.8 - - - 2D 20.0 - - - - 7.7 - - 201 19.0 K= 4.90 7.9 13.7 2E 20.0 - - - - 7.4 - - - 202 19.0 K= 4.90 7.0 13.0 203 19.0 K= 4.90 7.2 13.2 2F 20.0 - - - - 11.1 - - 204 19.0 K= 4.90 10.1 15.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-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 55.5 4.026 PL 30.00 PF 0.1 SRC 0.0 SRCE 66.4 (N/A) 1.4 150 FTG 2ETG PE 0.0 D 0.0 0.0 66.3 0.0 0.001 TL 93.47 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE D 0.0 0.0 66.3 0.0 4.0 psi, 55.5 gpm C 0.0 0.0 62.3 0.0 Pipe: 3 55.5 2.445 PL 425.00 PF 4.7 C 0.0 0.0 62.3 0.0 3.8 150 FTG 7E2T PE 0.0 UG1 0.0 0.0 57.6 0.0 0.009 TL 511.00 PV Pipe: 4 55.5 1.985 PL 10.00 PF 0.6 UG1 0.0 0.0 57.6 0.0 5.7 150 FTG 2E PE -1.5 BOR 3.5 0.0 55.5 0.0 0.025 TL 22.00 PV Pipe: 5 55.5 1.598 PL 9.00 PF 2.6 BOR 3.5 0.0 55.5 0.0 8.9 120 FTG CB PE -1.3 TOR 6.5 0.0 51.6 0.0 0.111 TL 23.56 PV Pipe: 6 55.5 1.394 PL 11.00 PF 3.6 TOR 6.5 0.0 51.6 0.0 11.7 120 FTG ER PE -1.5 1A 10.0 0.0 46.5 0.0 0.215 TL 16.96 PV Pipe: 6A 27.4 1.101 PL 35.00 PF 4.9 1A 10.0 0.0 46.5 0.0 9.2 150 FTG 5R PE 0.0 1A1 10.0 0.0 41.6 0.0 0.121 TL 40.00 PV Pipe: 7 27.4 1.101 PL 38.00 PF 11.9 1A1 10.0 0.0 41.6 0.0 9.2 150 FTG 60.0 PE 0.0 1B 10.0 0.0 29.7 0.0 0.121 TL 98.00 PV Pipe: 8 -7.0 1.101 PL 4.00 PF 0.0 1B 10.0 0.0 29.7 0.0 2.4 150 FTG R PE 0.0 1C 10.0 0.0 29.7 0.0 0.010 TL 5.00 PV Pipe: 9 -28.1 1.101 PL 105.00 PF 16.7 1C 10.0 0.0 29.7 0.0 9.5 150 FTG E2B9R PE 0.0 1A 10.0 0.0 46.5 0.0 0.128 TL 131.00 PV Pipe: 10 21.1 1.101 PL 27.00 PF 2.5 1C 10.0 0.0 29.7 0.0 7.1 150 FTG BR PE 0.0 1D 10.0 0.0 27.3 0.0 0.075 TL 33.00 PV Pipe: 11 14.5 1.101 PL 30.00 PF 1.7 1D 10.0 0.0 27.3 0.0 4.9 150 FTG EB4R PE 0.0 1E 10.0 0.0 25.5 0.0 0.038 TL 46.00 PV I � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-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: 12 -6.5 1.101 PL 128.00 PF 1.7 lE 10.0 0.0 25.5 0.0 2.2 150 FTG 74.0 PE 0.0 1D 10.0 0.0 27.3 0.0 0.009 TL 202.00 PV Pipe: 13 34.4 1.101 PL 17.00 PF 6.7 1B 10.0 0.0 29.7 0.0 11.6 150 FTG 2EB PE --4.3 2A 20.0 0.0 18.7 0.0 0.185 TL 36.00 PV Pipe: 14 21.1 1.101 PL 25.00 PF 4.1 1E 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 Pipe: 15 11.2 1.101 PL 60.00 PF 1.6 2A 20.0 0.0 18.7 0.0 3.8 150 FTG B4R PE 0.0 2B 20.0 0.0 17.1 0.0 0.023 TL 69.00 PV Pipe: 16 32.3 1.101 PL 25.00 PF 6.3 2B 20.0 0.0 17.1 0.0 10.9 150 FTG EBR PE 0.0 2C 20.0 0.0 10.8 0.0 0.165 TL 38.00 PV Pipe: 17 39.9 1.101 PL 8.00 PF 3.2 2C 20.0 0.0 10.8 0.0 13.4 150 FTG B PE 0.0 2D 20.0 0.0 7.7 0.0 0.244 TL 13.00 PV Pipe: 18 13.7 1.101 PL 1.00 PF 0.2 2D 20.0 0.0 7.7 0.0 4.6 150 FTG BR PE 0.4 201 19.0 4.9 7.9 13.7 0.034 TL 7.00 PV Pipe: 19 26.2 1.101 PL 2.00 PF 0.2 2D 20.0 0.0 7.7 0.0 8.8 150 FTG ----- PE 0.0 2E 20.0 0.0 7.4 0.0 0.112 TL 2.00 PV Pipe: 20 13.0 1.101 PL 6.00 PF 0.8 2E 20.0 0.0 7.4 0.0 4.4 150 FTG 2EB2R PE 0.4 202 19.0 4.9 7.0 13.0 0.031 TL 27.00 PV Pipe: 21 13.2 1.101 PL 6.00 PF 0.7 2E 20.0 0.0 7.4 0.0 4.4 150 FTG 2ER PE 0.4 203 19.0 4.9 7.2 13.2 0.031 TL 21.00 PV Pipe: 22 -7.6 1.101 PL 15.00 PF 0.3 2C 20.0 0.0 10.8 0.0 2.6 150 FTG E PE 0.0 2F 20.0 0.0 11.1 0.0 0.011 TL 22.00 PV Pipe: 23 15.6 1.101 PL 12.00 PF 1.4 2F 20.0 0.0 11.1 0.0 5.2 150 FTG 2EB2R PE 0.4 204 19.0 4.9 10.1 15.6 0.043 TL 33.00 PV Pipe: 24 -23.2 1.101 PL 65.00 PF 7.6 2F 20.0 0.0 11.1 0.0 7.8 150 FTG EBBR PE 0.0 2A 20.0 0.0 18.7 0.0 0.090 TL 85.00 PV 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-PLEX 4HD .SDF JOB TITLE: C5703 SIGNATURE VILLAS 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 (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 0.153 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: 540-100 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-PLEX 4HD .SDF JOB TITLE: C5703 SIGNATURE VILLAS 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 7 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-PLEX 4HD .SDF JOB TITLE: C5703 SIGNATURE VILLAS P; W Ei O O O O O O O O O O O O O O O O O O 00 L lD Ln d+ m N -I C7 aC p C7 W P4 P� W M M p P4 W Pa m -,i O O O N O O co -i J-� W f� 41 W N O ECCG � F cI ° �-I 4-4 (D U) O N O P" U O ° Co z 0 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/9/2015 C:\HASS 84\C5703 VILLAS 4-PLEX 4HD SDF JOB TITLE: C5703 SIGNATURE VILLAS WATER SUPPLY CURVE 1 * <-67.3 psi @ 1500 gpm 66X Flow Test Point 1 60+ 1 54+ 1 P 48+ R 1 E 1 S 1 S 42+ U 1 R 1 E 1 36+ P 1 S 1 I 30+ 24+ 18+ I______________________________ 12+ LEGEND " I Ir X = Required Water Supply " 1 66.38 psi @ 55.5 gpm " 6+ " 1 0 = Available Water Supply " 1 71.79 psi @ 55.5 gpm " 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St, Ste 150, Riverside, CA 92501 Ph (951) 9554777 Fax (951) 9554886 Murrieta Office: 39493 Los Alamos Rd, Ste A, Mumeta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas Rd , # 201 Palm Desert, CA 92211-41 31 Ph (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: I Z 2 b To: LA QUINTA B&S Fax: Tract/Parcel Map #: SIGNATURE VILLAS #14 Permit/Lot #: LAQ-15-RS-059 ,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. Authorizing Signature For Release KOHL HETRICK Print Name Form C — Revised 6/19/2014 Hetrick, Kohl@CALFIRE Subject: LAQ-I5-RS-059 - VILLAS/PGA/BLDG 14 - FINAL Location: 56140 PGA BLVD, BLDG 14, LA QUINTA Start: Tue 12/22/2015 1:00 PM End: Tue 12/22/2015 1:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: TONY Phone#: Co. Name: Cell#: 760-485-9050 PGA WEST 1.r055JL: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rou h-wire inspection Underground rough X Function test Underground hydro Duct detectors/velocity Flush X 24 hr. battery test — DAY 1 Final X 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 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 X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Hetrick, Kohl@CALFIRE , 1 Subject: LAQ-I5-RS-059 - VILLAS/PGA/BLDG 14 - FINAL Location: 56140 PGA BLVD, BLDG 14, LA QUINTA Start: Wed 12/23/2015 1:00 PM End: Wed 12/23/2015 1:30 PM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: TONY Phone#: Co. Name: Cell#: 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 Under round rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER 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 Emergency shut off High pile storage Primary pi in In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off 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 Start Time: Finish Time: Start Time: I Finish Time: 1 ,r Cervantes, Thomas@CALFIRE Subject: LAQ-I5-RS-059 - VILLAS @ PGA WEST/ BLDG 14/ 4 PLEX - RES OH ROUGH/ HYDRO Location: 56140 PGA BLVD., LA QUINTA Start: Tue 6/16/2015 9:00 AM End: Tue 6/16/2015 9:30 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Katie Phone#: 619-593-8200 Cell#: Co. Name: Innovative Fire Protection, Inc. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitorin SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK X Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test I Emergency shut off High pile storage Primary pi in In -rack s rinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem J. I Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy StartTime: Finish Time: StartTime: Finish Time: 1 PROJL_ , ' PLAN CHECK /INSPECTION TRACK, .G SHEET Received Date: _Project Name: Permit# CRQ - 5 -b5 Address: Suite/Bldg# ] � City; Occupancy Load- _ Occupancy Classification - Please mark all Plan Checks and Inspections that will apply to this project in RED INK O' REQDPLAN CHECKS CORR CORR CORR CORR CORR CORR 1 s! 1st 2nd 2nd 3rd 3rd ❑ Tract Access/ Hydrants Cate: Initials: []ate: initials: Date- Initials: Building Plans I New a J TI ❑ t/ Water Systemser Plansxtinguishing Systemsring Plansystem $21re Plansle Rack StorageT ❑ Other- REQD I INSPECTION TYPES ❑ Thrust block pre -pour ❑ Underground rougn ❑ Underground hydro ❑ Flush ❑ Final )rinkler U.G, Ins ections ❑ Thrust block pre -pour Underground rough Underground hydro Flush Final ❑ I Weld inspection rough pipingead hydrosh / OK toconnect L Qrain/Inspect. Jead Test sprinklers acks ❑ Detection system ❑ Function Test ❑ Gas/Electrical shut-off ❑ Nozzle model/placement ❑ Fire alarm connection ❑ Final y, 1-SA I 1st 2nd 2nd Date: Initials: -ate Initials: APPR APP'D BY DATE �VMM, L;u KR APPR APP'D 3rd 3rd BY DATE Date: I initials: RE[Q ins action T es ❑ Rough -wire inspection ❑ Function test ❑ Duct detectors/velocity ❑ 24 hr. battery test ❑ Sprinkler monitoring ❑ Final i h Pile Storage Racks !E] Verify Matches FPE Report (if applicable) Commodoties Storage Height Flue Space ❑ Final ISTIAST Tank Ins ectivns ❑ Installation ❑ Removal ❑ Emergency shut off ❑ Primary piping piping Sondary ensers & shear valves l 5 rav Booth Ins ections ❑ Installation ❑ ❑ erlock ❑system EAe nection ❑ eclat 5u ression Ins ections Door fantest 7ecla Abort test Mechanical shutdown Detector test ❑ Deluge/pre-action ❑ 1 Final Misc. Inspections Tract Access/Hydrants High Pile Rack Storage 1CIE] Other: Other: Other: ections Knox Box ccess Knox Box/Padlock 3ojxFee tion ins ecnsl:nal:r occupancy: :ORR CORR COF2R CORR CORR CORdR I DATE APPBB �1st q st 2nd 2nd Initiats: 3rd Rate: initials: Date: initials' Date' Riverside County Fire Depai . tient Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM ❑ New ❑ Re -Submittal # ❑ As-builts Permit No.�_ Project Information (Please Print) mo - I T k .. a Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 office Use Onl Riverside Count�Fife office of the Fire Marshal JtlN 4 S 2015 Ived By ecei-ed Project Name: �j'tCj1�[,� �,r p (.�l t{f' S ��7�e 1 have read and understand that Fire Dept. fees are 1 Deposit Based Fees and there may be additional Address: aC-i0i �� money due prior to or after project final. Sign: City &Zip: . _� �� Print: Contact Information CONTACT PERSON: 5�c. Billing Information BILL TO: Mailing Address: Mailing Address: City & Zip ;.a !1J (' C,, , 92 City & Zip Phone No.: Lj /f�.o clq Fax: Phone No.: ❑ Same as Contact Info Fax: Email �C l�f f cis �S_�Sf/ar,� _ O7vi'1 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 Tvoe (Check ODDromiate items ❑ Commercial ❑ Industrial XResidential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area ❑ Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring 0,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 'Wiry IISP C Fee Paid: ; . 00 Date Paid: l S Check#: J (!6Go- _ Reviewed by:, 2,c 7 PC Review Date: W«Picked-Up ($Approved ❑ Denied Called for Pick -Up Date: �a 5 By: - Date: -By: VL"" :I I L Received By: Plans Stamped: IlYes ❑No 'Letter Attached: ZYes ❑No Shipped By / Method Receipt#(OCR) DBE , . % Job Card Included: BYes ❑No i�D BF LT D BF Form 1 —Revised 7/25/2012 r Visit us at www.rvcfire.or Riverside County Fire Department rire Protection Planning Riverside Office: Palm Desert Office: 2300 Market Street, Ste. 150 77-933 Las Montanas Rd., Ste 201 Riverside, CA 92501 �-� Palm Desert CA 92211 Phone: (951) 955-4777 -- Fax: (951) 955-4886 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM a New ❑ Re -Submittal # ❑ As-builts Permit No. LAQ-15-RS-059 Project Information (Please Print) Project Name: Riversi�� Qff' aL&ft Fire Office of the Fire Marshal APR 0 9 2015 eived By PI Received SIGNATURE VILLAS AT PGA WEST/4 Pll'x I&c'9 iq 1 have read and understand that Fire Dept. fees are De osit Based Fees nd there ma be additional 15140 PGA BOULEVARD BLGD 14� PLEX , p y Address: _ money due o affer project final. LA QUINTA, CA. 92253 Sig City & Zip: Prin edesma 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 Billing Information BILL TO: Mailing Address: City & Zip Phone No.: Email: ❑ Same as Contact Info Fax: 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 Tvoe [Check 000rooriate items ❑ Commercial ❑ Industrial 17 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Office Use Only Fee Paid: r1 , 100. Called for Pick -Up 1 Reviewed by: Date: I By. Date Maid: PC Review Date: Picked -Up Check#: ]'? Q161 ❑ Approved ❑ Denied Date: By: Received By: WPlans Stamped: ZYes ❑No Shipped Letter Attached: ElYes ❑No By Method Receipt#(OCR) Job Card Included: ❑Yes ❑No ❑DBF I ' ❑DBF ❑DBF i3R , S2ol5-0*06-7 9r�4Dg WhiS�4 r �t)� I�]aH r y$ PEES 20 15 — n 00 $oy 18 Wh15per Pjxk Wa.W , Lo♦ 44 BRESZ015- 00-74 Z0,4 -1;& lQK5Pox P0eL Lk)o,y L,-A 50 81ZE,S2019; 00-16 9043Z l)NGPQ-r Rock, Woof, laf 51 'f Riverside County Fire DeF`-`Iment Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 � -v) ire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 y Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM ® New ❑ Re -Submittal # ❑ As-builts X 067 Permit NQe _ r _ r _ c� 00 0-7 ti 00 C) -7 6 Project Information Please Priof orrice use only Riverside County Fire Office of the Fire Marshal Project Name: Villas at PGA West (4-Flex Bldg ly ) MI have read and understand that Fire Dept. fees are 56-140 PGA Boulevard Deposit Based Fees and there may be additional Address: money due r to or after project final Sign: City & Zip: La Quinta, CA Print: 1 - Contact Information - - Billing Information ❑ Some as`Con+act Info CONTACT PERSON: Mailing Address: City & Zip Mary Nettles BILL TO: California West Construction 5927 Priestly Drive, Suite 110 Mailing Address: Carlsbad, CA 92008 Phone No.: 760-918-6768 City & Zip 5927 Priestly Drive, Suite 110 Carlsbad, CA 92008 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 billing information must be made in wFRl ing to our office. Plan Review Type -(Check dppropriate.Items ❑ Commercial ❑ Industrial 0 Residential ❑ Special Event ❑ Other ID 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 Office Use• Fee Paid: 1456 /� Date Paid: ` Check#: )076 f Reviewed by: 1 ,'�� ' PC R view Date: Approved ❑ Denied Called for Pick -Up Date: By: Picked -Up Dale: r By: Received By: ,� Receipt#(OCR) = Plans Stamped: OYes ❑No Letter Attached: JZYes ❑No Job Card Included: ❑Yes ONo Shipped By / Method ❑DBF ❑DBF . cibBF Form 1 —Revised 712512012 Visit us at www.rvcfire.or