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LAQ-14-RS-150 Andalusia Plan 23ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT T D DESERT DEVELOPMENT LIMITED P O BOX 1716 LA QUINTA CA 92247 (760)777-1001 CONTRACTOR T D DESERT DEVELOPMENT LIMITED P O BOX 1716 LA QUINTA CA 92247 (760)777-1001 OWNER T D DESERT DEVELOPMENT LIMITED P O BOX 1716 LA QUINTA CA 92247 (760)777-1001 CONDITIONS Description: ANDALUSIA TM 31681-3 PH4 PLAN 23BR Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 11/17/2014 AZA Parcel No: 764670002 Site Address: 81762 ANDALUSIA LA QUINTA,CA 92253 Approved: 11/24/2014 MFA Subdivision: TR 31681-3 Block: Lot: 32 Issued: 12/3/2014 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 2/29/2016 JFU Valuation: $326,905.50 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 3612 SF DWELLING - PLAN 23BR, LOT 30 [VB/RES-3/CLASS-A/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS, BBQ OR WATER FEATURE. 2013 CALIFORNIA BUILDING CODES RIVERSIDE COUNTY FIRE PERMIT #LAQ-14-RS-150. SEE FIRE FOLDER. FINANCIAL INFORMATION Printed: Thursday, February 29, 2024 12:00:04 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $317.26 $317.26 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ART IN PUBLIC PLACES - AIPP: $317.26 $317.26 BSAS SB1473 FEE 101-0000-20306 0 $14.00 $14.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $14.00 $14.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Printed: Thursday, February 29, 2024 12:00:04 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $49.32 $49.32 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $20.32 $20.32 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $262.53 $262.53 RESIDENTIAL FINISH GRADING PC 101-0000-42600 0 $143.00 $143.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for GRADING: $143.00 $143.00 Printed: Thursday, February 29, 2024 12:00:04 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY CONDENSER/COMPRES SOR 101-0000-42402 0 $108.78 $108.78 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $72.51 $72.51 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FURNACE 101-0000-42402 0 $108.78 $108.78 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FURNACE PC 101-0000-42600 0 $72.51 $72.51 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA VENT FAN 101-0000-42402 0 $72.54 $72.54 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA VENT FAN PC 101-0000-42600 0 $28.98 $28.98 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for MECHANICAL: $481.02 $481.02 MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for MULTI-SPECIES RESIDENTIAL: $1,292.00 $1,292.00 Printed: Thursday, February 29, 2024 12:00:04 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PERMIT 101-0000-42400 0 $652.69 $652.69 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for NEW CONSTRUCTION PERMIT: $652.69 $652.69 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,395.32 $1,395.32 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,395.32 $1,395.32 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FIXTURE/TRAP 101-0000-42401 0 $253.89 $253.89 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA FIXTURE/TRAP PC 101-0000-42600 0 $253.89 $253.89 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Printed: Thursday, February 29, 2024 12:00:04 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINAL**BLD SEWER CONNECTION KKI 1/20/2015 1/20/2015 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER HEATER/VENT 101-0000-42401 0 $24.18 $24.18 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER HEATER/VENT PC 101-0000-42600 0 $14.50 $14.50 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for PLUMBING FEES: $672.17 $672.17 SMI - RESIDENTIAL 101-0000-20308 0 $42.50 $42.50 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $42.50 $42.50 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 11/24/14 R2993 00008728 CHECK T D DESERT DEVELOPMENT LIMITED AZA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$14,045.02 $14,045.02 Printed: Thursday, February 29, 2024 12:00:04 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 UNDERGROUND PLBG KKI 1/20/2015 1/20/2015 APPROVED FOOTINGS KKI 2/10/2015 2/10/2015 APPROVED SLAB KKI 2/10/2015 2/10/2015 APPROVED ROOF NAIL KKI 4/3/2015 4/3/2015 APPROVED OKAY TO WRAP KKI 6/4/2015 6/4/2015 APPROVED OKAY TO WRAP KKI 6/10/2015 6/10/2015 APPROVED FRAMING KKI 6/11/2015 6/11/2015 APPROVED ROUGH ELEC KKI 6/11/2015 6/11/2015 APPROVED ROUGH MECH KKI 6/11/2015 6/11/2015 APPROVED ROUGH PLBG KKI 6/11/2015 6/11/2015 APPROVED INSULATION KKI 6/23/2015 6/23/2015 APPROVED TEMP USE OF PERM PWR KKI 10/14/2015 10/14/2015 APPROVED BOND BEAM KKI 10/14/2015 10/14/2015 APPROVED GAS LINE/TEST KKI 11/16/2015 11/16/2015 APPROVED FINAL**KKI 2/1/2016 2/1/2016 PARTIALLY APPROVED need eng plan PUBLIC WORKS FINAL GCU 2/2/2016 2/2/2016 APPROVED The job site located at 81 762 Andalusia is in compliance with the city of La Quinta public works department at this time for a final inspection.The weather is 37 to 63 degrees with clear skies The winds are approximately 2 to 4 mph FINAL**JFU 2/29/2016 2/29/2016 APPROVED APPROVED PER KK'S CORRECTIONS. KIRK REQUESTED FINAL APPROVALS FROM PUBLIC WORKS AND PLANNING DEPARTMENTS. CONTRACTOR SUBMITTED JOB CARD SIGNED OFF BY BOTH DEPARTMENTS. PERMIT STATUS CHANGED TO "FINALED". Printed: Thursday, February 29, 2024 12:00:04 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2015 CECILIA PATINO ISSUED PERMIT BRES2014-1208.pdf 0 DOC 2/29/2016 JAKE FUSON FINALIZED JOB CARD FINALIZED JOB CARD.pdf 1 IMAGE 2/2/2016 GREG CURDES South side .JPG South side .JPG 0 IMAGE 2/2/2016 GREG CURDES Job card.JPG Job card.JPG 0 IMAGE 2/2/2016 GREG CURDES West side .JPG West side .JPG 0 IMAGE 2/2/2016 GREG CURDES Job site Address.JPG Job site Address.JPG 0 IMAGE 2/2/2016 GREG CURDES North side .JPG North side .JPG 0 IMAGE 2/2/2016 GREG CURDES Back yard East side .JPG Back yard East side .JPG 0 BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Thursday, February 29, 2024 12:00:04 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2014-1208 }ARDENM HEY HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE HAR4LTNm Hl7C HEAD SELF GREhDEkC 5'CRl?N AIINlklllkl FASTENER SIZE ACCV �i7scemher i:z. 2413 sort r1kl13r 41a K f1JRNISHED WrIH THE HA, THR AND Is THE tqqu kFINIL1UlA ��� SIZE Worldwidetinica Worldwide MICROFAS - AND HARDENED HEX HEAD SELF THREADING SCREW Fire Pratectyon Contacts '""fw.tyen-i€re.sam wWw.tyeo_fire.pom ,r j Q R C:antaCl6 � M[tCiofastl-I f'�' QUICK �i.��� ��1 G' L.7( Building C� Is FURNISHED wml rfiE HANGER AND Is THE � � MINIMUM FASTE1ER 512E ACCEPTABLE Prtiduct� � � . RESPONSE PENDENT ,�1"DC7�LfCtS - r I__ I - . sP�Nx>_i=s rapid responses RAPID RESPONSE Series LFll Residential RESPONSE �+ � � � � 0 ' RAPID ll'tiESrlrONBE Series tF11{ Residential ,��arirr►rlers The Viking Corporation, 21f] N industrial Park Drive, Hastings Mf 49Q58 HOME: Ern[ SY32€Nifi£R sVSrsr,rr 4.J K factor Concealed Pendent Sprinklers, Flat Plate Telephone: 2t39.945-85G1 Technical Services; fi77-384"5464 FBx: 2f59�€8.1&f)[3 Email: tecfTsvGs@v;kingaorp.cam Technical Services: Tel: (80E7) 38t-tJ3121 Fax: {8011} 791-5500 A 4.� factor Pendent i. (�ESCf2IPTI0N I I j O ®� € Wet Pipe and Dry Pipe Systems Wet Pipe and Dry Pipe Systems eking Rnlcrofasta and MicrafasEH Pr Quick Response Pendent Sprinklers are small, � CPVC DOABLE FASTENER STRAP TYPE HANGER CPyC DOUBLE FASTENER STRAP TYPE HANGER CPVC SINGLE FASTENER STRAP TYPE RANGER 1" 7 r� thermosonsltive, glass -bulb Spray sprinklers available In several different feishes p is ze M a S t e r FIGURE 23 - CPVC HANGER FIGURE 24 - CPVC HANGER FlGt1RE 22 -CPVC HANGER and temperature ratings and K%Ctors to Mee€ design regdirements. The special Sprinkler + +. General The Series LFII Residentiai Concealed Polyester,PalytetMnuorCiethylene (PTFE}, and Elsciroless Nickel PTFIn (ENT} n .. �a CPVC Fire Sp rl n F� le r Pipe t& Fittings Pendent Sprinklers (TY3596) has been Escutcheon reduces the accuracy to ,-at"rwgs can be used in decorative applications where colors are desired. In ad- ti_ designed with heat sensitivity and we- General which the pipe drops to the sprinklers diiion, these coatings have: Won invesGgoted far instatlatian in corrosive almos- ' 1 �'. Submittal Sheet e e t Description Pharos and are lisledlapproved as corrosion rasistant as indicated In the proval f3LAIEMASTER CPVC PIPE 7 L 1 ! ' ter help in distribution c ntrol of resides proved must be cut. Charts. (Note: FM Global approves ENT finish its corrosion rasistant. FW1 Global HANGER SPACING Description » The 7rC0 RAPID RESPONSE Se- to d Win the control of chance residential ,, u . p The Series LFl1 Residential Sprinklers ;_:; .. has no approval dassirication for PTFE and Polyester coadlgs as colTos-Ion resist- LAA.xIN6id SL1PP0 ACING DISTANCE ILINE SPRINKLER HEAD DROP EI�DW r NOIAErL6L SIZE Irax SPACING PIPE SIZE SYSTEM PRESSURE iIANGER LOCATIONS ARE TO BE Ties LFII Residential 4.9 K-fact❑r Con- and tq Improve the chance for occu The TYCO RAPID RESPONSE Series have been designed with heat sans!- �= anti L7' e rt era I coaled Pendent Hniciers (TY359ti pants to escape or be evacuated, LFII Residential Pendent and Recessed SP } tivity and water distribution CharaC- r � inches (mm] feet {m} inches t 100 psi ] 104 psi are decorative. fast response, fus- The Series LF3 Residential Concealed Pendent Sprinklers (TY2234) are deco- teristics proven to help in the control - �e c i f ] j C a 1 1- (25.0) &6' 7.8 Ible solders Sprinklers designed for use relive, fast res once. lion Ible bum 2. LISTINGS ANND APPROVALS D e S e ri p t i o n 1" 12' s- PLACED PER MANi1FACTiIRERES 1-1 4' 32-0 6.5' (2.-D 1_} 4' 18' 12' p 9 of residential fires and to Im rove the a t e 1-1 2' 40.0 7.a' 2. t 1-1 2'-3" 24" 12" # g Pendent Sprinklers {ble Prot are sprinklers designed for use in residen- ghance Far occupants to escape or he ° , cULus Listed: Category VNIV Tycow CPVC Pipe and Fittings pro- SPECIFTCATrONS In residentia€ occupancies such as shipped with a disposable Protective liar occupancies such as homes, apart- evacuated. �. FM Approved: Glasses 2tiD1, 2(H32. 2i115, and 2V17 duced by Tyco Fire & Building Prod - homes, apartments. dormltores, and Cap. The Prat®Clive Cap is temparar- hotels. ily removed for installation. and then moots, damittariee, and hotels, When NYC Approved: Caler4w Number 219-78SAand MFA8M2-E, Vowme 1f5 PN 12879 PfV llfiiii€68 ucts (TFBP) are designed exclusively sizes TABLE 2 fE can be replaced to het rotect the aesthetics and optirnized Pow charac- Dry Pipe System Application s MAXIMUM SUPP4iTr SP AI E The cover plate assembly concealsp p ABS Certlffed L:enificate U4-HS407984C-PDA for use in wet pipe automatic frra sprin- 31a" to 3" sprinkler while the cellln is bet In teristics are the major consideration, The Series LFII Residential Pendent the sprinkler operating comp❑vents 9 n9 Vd3 Approved: Certificates C444©095, G4040087, Gd080pS6, G405005?, GdS80045, G4930U33, end G488002i kler systems. The Tyco CPVC Pipe Maximum Working Pressure PIPE 512E SYSTEM PRfSSUPE the Series LF11 Residential Sprinklers and Recessed Pendent Sprinklers and Fittings are produced from B€axe- 175 psi f. mchas c t40 € a 104 i above the cei7irog. The flat profile of She stalive ar flnr an al The tip a the Pro- , LPC roved: lief. Nos. 096e103 and 096004 tectivs can also be used to mark The Series LFII Res'der7tial Con- (TY2234) should be the first choice. offers a laboratory approved option for � Approved: Cover plate provides the optimum airs-": Master CPVC compound that is a theticall paella sprinkler design. the canter of the ceiling bola into plea- caaFsd Pendent Sprinklers [TY359SJ The Series LFiI Residential Sprink€ors designing dry pipe residential sprinkler if CE Certified: Standard EN 12259-9, EC -certificates e# conformity 0786-CPR�9i34. 07Bfi CPiy 4D171] and 0786 GP©- specially developed thermoplastic Approvals 1 5 4 n add4tfon the cone aied design g ter board, Gelling tiles, etc. by gently described here[n must be ir,staFled are intended for use in the follpwin 57`s?ams, whereas, most residential The owner Is responsible for main- 40279, M2-CPR-2001, and 0832-CPI]-2003 compound composed of oat ch€orin- UL, FM, C-UL, NSF, LPC8, Mr --A, and 7-t 4" 6' 5' qi pushing the ceiling product against and meintarned in compliance with g sprinklers are labCralixy approved for taming their fire protection system and MED Certified: Standard EN 12258 1, EC certi� Gate of conformity O1332-f4El�i003 and 0832-MID-1t1VEl P P " the Series LFII Residential Concealed p p g p scenarios: tY ated polyvinyl chloride {CPVC} resin the City of Los Angeles. (Refer to 1n- A WARNING SIGN WITH 1ti'IINIMUM 1�4 INCH LETTERS, SHALL BE AFFIXED '-'"_3. 7' ' the Protective Ca When the ceilin this document and with the Ica- wet systems only. devices in proper operating cond7llan. p request. and slats of the art addihves. T stallatlon Handbook lH-1900 dated Pendent Sprinklers (TY3596) provides p• 9 •wet and d pipe residential sprin- The installing contractor or nnkler NOTE: Other €nternatfonal a ovat oertifmates are available upon ycro 1f2 inch {12,7 mm} vertical adjustment. installation is complete the Protective ble sharrdards of fire NaDanal Frye Cra- dry Through extensive testing, it has been g r v 1 ! CPVC Pipe and Fittings are easier to June 2008 for exact listinglapproval ADJACENT TO MAIN SHUT OFF VALVE A:'WD SHALL STATE THE FOLLOWING: Cap i8 removed and the Cover Plate tectfon Assocation" rn additigr to lire klar systems for one- and tyro-farrtily manufacturer should be contacted with Rafe !e3 Approval Chan and Resign Criteria on page 41d far cULus Listing requirements and refer to Approval Churl 2 This adjustment provides a measure of determined that the numt�er of design install than traditional steal pipe sys- information.} „ flexibility when cutting fixed sprinkler Assembly installed. standards of any authorities having)v- dwellings and mobile homes per sprinklers {hydraulic design area) for any questions. and Design Criteria on page 41f for FM Approval requirements t#iat must he folwwecf, I terns. and at the same time, provide THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT drops risdlctioa Falkra to do so may impair NFPA 130 the Series LFII Residential Pendent and Manufacture Saurne The Series LFII Residential Concealed Dry Pipe System Application the performance of these devices. - wet and dry pipe resWentlal s nnkler Recessed Pendent $prfnklers (TY2234 3. TECHNICAL DATA superior heat resistance and strength u.&A. REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE, DEVICES THAT } Sprinkler as Compared to traditional CPVC and I The Series LFII Residential Concealed The owner is responsible for maintan- systems for realdernial occupanelas need not be increased over the number Specifications; 1 PVC plping materials used in the Material xESTRICT THE FLOW 0R DECREASE THAT PRESSURE OR AUTOMATICALLY SINT fi Sprinklers are €mended for use in the pendent Sprinklers oilers a laboratory ; their lire otection system and de- up to and including four stories in of design sprinklers [hydraulic design Identification Available since 1987. , plumbing trade. Various adapters are - pi ASTM F442, SDR 13.5 follawirlg scenarios' approved option €or designing dry pipe height per NFPA 13P area as specified for wet e sprinkler OFF THE WATER TO FIRE SPRINKLER SYSTEM SUCH AS WATER SOFTNERS vices in proper operating LYrrtdltian, 9 p ] pipe p Minimum Operating Pressure: 7 psi jo.5 bar)* availabieto connect CPVC pipe So me- �' , ■ wet and dry pipe resident al s rin- residential sprinkler $Y$fems, wrhereas, systems, as is accustomed for density/ Number (SIN) Maximum WoWr Pressure: Sprinklers 12282 and 12290 are rated for Viking Technical Data may be feurm an to{tic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 46 and ' ' p The instaNhrg contractor ar, sprinlder • wet and dry pipe sprinkler systems g P p p 9 P P 9 ) kler s slams for one- and two -tam- most residential sprinklers are Tabora- area Sprinkler systems designed per use with water working pressures rariging from the minimum 7 psi rho Vkkfns corporation's Web site at adapters have brass lnsarls for dura- ASTM F439 (Soh. 80), ASTM F1970 FILTRATION SYSTEMS AND AUTOMATIC SHUTOFF VALVES, SHALL NOT BE y for approved for wet matwfacturer should be contacted for the residential actions of an TY2234 ily dwellingsand mobile homes per Y PP systems only. with any est;ons. p y NFPA 13. 9.5 bar up to 250 psi (17 bar} for high-pressures stems. Hi h-pres- hftp:lAvww_vikirsggroupinc.com. billty- Grooved adapters connect d€- Y G+r occupancy per NFPA T3 ( ) y 9 reedy to grooved end valves and me- Orange ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEl41 NFPA 13R Through extensive testing, it has been Consequently, the 5erles LFIi sure {FtPf sprinklers can be identified by locating "25ff" stamped on The Web situ may Include u meta recant Prange determined that the number of design The recessed version, of the Series Residential Sprinklers offer the features the deflector. All other Pant Nos. not mentioned above are rated to I tallfc pipe, with flexible grooved and • wet and dry pipe residential sprin- sprinklers 9 LFII Residential Sprinklers is intended p edlt4nn of tnl� Tecnnkcat sate Papa. BY A FIRM PROTI CTION SPECIALIST. DO NOT REM()lrI THIS SIGN", kler [hydraulic desi n area) for Sprinkler p of non-wet®t filled pipe in addition to maximum 1T3 i IZ liar ww couplings. systems for residential occu- for use in areas with finished Ceilln s, ro ( ] p' the Series LFII Residentia Concealed 9 oat Kevin to increase file number ofFactorypanCi� up the pert including four r F It employs a two- ieca Style 20 g Thread tester! hydrostatically o al psi [34.5 bar} stories in height per NFPA 13R Pendent Sptfnklfsr5 (T•Y3596} need not IdentificationP Y desi�rl sprinklers [hydraulic design Thread sire: Refer to the Approval Charts g P be Increased over the number of de Recessed Escutcheon. The Recessed &tee]: for systems designed to NFPA • wet and dry pipe sprinkler systems sign sprinklers (hydraulic design area) Numl)er Escutcheon provides 114 inch (6,4 13, 13U, or 13R. Non -water filled pipe Namsnai K-Factor: Refer to the Approval Charts ram} of recessed adjustment or u to Glass-buib fluid tem nature riled W -65 °F 56 -C Tyco® CPVC Pipe and Ffttrngs pro - for the residential portions of any as specified for wet pipe sprinkler sys- p will permit options for areas sensitive � (- } t duced with &faeeilAasterO CPVC com- ocoupancy per NFPA 13 toms, as Is accustomed for densityl T Y3696 7I2 inch (12,7 mm) of total adjustment to freezing. Overall Length' Refer to the Approval Charts area sprinkler systems designed per from the flush ceiling position. The -us Llsting. FM Approval, and NFPA 13 installs require a minimum of 7 pound dad maid heroin mum[ be in- NFPA 13. adjustment provided by the Recessed ps {U.5 herj. The n inlmum ope sting pressure far LPG6 r1nC CE Stalled and rrTaltltalnad ill comnliarrca 9 CEMAppawals ONLY 4 5 pal (0.35 Oar}, with this document and with the apply- Oonsequent€y,the SeriesLFllResiden- The 9arre5l-FlfResidential Pendentand Material Standardv + cable standards of the National Fire ; `" tial Concealed Pendent Sprinklers of- Rece,�,ssed Pendent Sprinklers (TY2234) Frame Casting; Brass UNS,C84400 or OM Bross for Sprinklers 12979 and 12282. Brass UNS-C$4400 for ail other sprinklers. t Protection Association, in addition to IMPORTANT for the features of non -water filled pipe LMPDRTAAFT deschbedherein must beirge0edand Deneclor: Phosphor Bronze UNS-051000 or Copper UNS-C19500 for Sprinklers 12979, 06666B, and 06765B. Capper UNS the standards of any authorffieshaving �r � ]� In addition to not having to increase rnairltained Fn com Rance with this C19500 for jurisdiction. FoPure to do so may im- Atways refer to Technical Data Always refer to tact nicer Date P Sprinkler or all o Phosphor leis. 1JhdS-0510017, Copper UNS Ci 9500 or Brass lJlVS�26p00 for Sprinkfertl6?23$. 11� the number of design sprinklers (hy- docu Trent and the appiicah{e scan- Brass U1iSC26000 far a!€ other Sprinklers. palr(hedrerfafrrlarlcEaflh®se devices. /� Sheet TFp700 tar the "INSTALLER draulic design area) for systems de- Shoe[ WI, that for the "INSTALLER SITE -PLAN I E].TES .11 WARNING" that provides cautions s ned to NFPA 13. 130, or 13R. iNARNiNG" that provides cautons lards of the Nati❑naf Fire Protector Bustling (EorSprnkiers p6718B, t)672E}g, and 1229p}: Brass t1N5•C36f]J0 Fj��IY, (10) ASsociatfprr, In addit,'on to Itie standards The awneris responsible for maintain- I . ALL LOTS TO HAVE 314' WATER METERS. with respect to handling Gild instal- mvlth respect to handling and frrsfal- Bulb: Glass, nominal 3 mm diameter ! i tAefrfire protection s femarld da- of any authorities having jutiadicrion- n9 P Ys lallorl ofsprinkiersystems and com- latlor7 pt sprinkler systems and Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tafsor „ IL components. !m Failure to do so may impair the perfor- } vices in proper operating condition, por+ents. Improperhandfingandirl- proper handling end Screw: Brass UNS-C36600 s Tha Frrstallrn contractor or s nnkler 2. ALL LOTS TO HAVE 2 (SCHEDULE 40) PVC PIPE FROM WATER METER TO HOUSE. manes of [hese devices. 9 P stailatlon can permanently damage installafiorr can permarrsntly damage Pip Cap and Insert Assembly: Copper UNS-C71040 and Stainless Steel UtJS-5304D0 marrufacfurer should be cerrtacted r F RED W A R IN1J DR - a sprinkler system or its compo- a sprinkler system or its compo- For PTFE Coated 5orinhlers: f3allovi}le Sp ng-Exposed, Screw -Nickel Plated, Pip Cap PTFE Coated with an 3, NO ELEVATION ON ANY LOT TO EXCEED 5 FT IN ELEVATION FROM METER TO HOUSE. �L prinkfer to fail rents and cause the sprinkler to faif to Dr Polyester Coatte¢ Sprinklers: Belleville Spring-Fxposed y puesiinns. It� oa era e n a fire situation or cause operate in a fire situation or cause it 4. NO LOT TO EXCEED 20' FT FROM $" MAID TO 3141' WATER METER. p Ae for ENT Coated Sprinklers; "f,idaL3: Sa€Eavi€le Spring -Exposed, Screw and Pipcap -ENT coated. i+'iYL_ES AVE it to opera:' prematurely. to operate prematurely. t3faxemastarofa a rr gWared lraderna(k 5. NO LOT TO EXCEED 120' FT FROM 3I4" WATER METER TO HOUSE, Form No- F_081296 Replaces page 41a-f, dated December 4., 2013. biTheLu6rizolCaporel fon Page 1 of 6 FEBRUARY 2014 TFP445f peg®i of S APRIL �Dt3 TFP�O(t (Added E-3 Escutcheon) S. ALL FIRE SPRINKLER RISERS LOCATED IN GARAGE. Page 1 of 2 JUNE, 2008 rFPiyt5 7. ALL 3/4" WATER METERS WILL BE LOCATED AT PROPERTY LINE OF EACH HOUSE. Y LII 8. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO FOR ENTIRE PROJECT, IICH WOULD BE THE LONGEST RI1N OF CiIvT1ERGRDUND FROI�1 MAIN TO WATER METER OF MOW �� � �I�I;��° r lsaa2 T�paon 201FT AND THE LONGEST UNDERGROUND FROM WATER METER TO HOUSE OF 120'FT FOR a I Page 4 of 6 Page 4 of 6 Sprinkler 41d December 12, 2013 Pale 2 of 2 TF P 191 S EACH PLAN TYPE, - �i MICRUFAST®AND 50 T H AV WET PIPE and Ilow PIPE SYSTEM N4' KI W*j f1ESPONSE P QUICK Minimum Ffoov and RiesidusE Pr6583sral RESPONSE PENDENT I n s t' a!� a t i o r7 L i m i t e d Maximum [ainimum Flaw and Residua) Pr&s9ure"'�" b,cl : � �� Mazlmum Max. C01M9a Suring Ordinary Temp. Rating minimum Oov®� 0 rdmary Temp. Flo,ing intarmediate Tamp Rating SPRINKLERS TyCcA CPVC Pipe and Fittings pro- Wa rra 0 t y Area Ft tBo"F (7t`C} Area T35`F {68`C} 175'F f7s') Minimum duced by Tyco Fire & Building Prod- f- Ft.xFt. Refleotorte Installation Spacing befNactorto Instanation 5 oi, (mx m) (M) Flow Pressure Ceiling Type Ft. Ft, xFt. Flow Pressure Flow Pressure Ceiling Type PFt, The Viking Carparation, 21p N Industrial Park Drive, Hastings Ml 49058 ucts (TFBP] are to be installed in Praductsmanufactured by Tyco Fire GPM PSI. (m xrn) GPM PSI GPht PS1 m Teie hone: 269.945.9501 Technical Services: 877.334-54E•4 Fax: 269-818-1680 Email: techSvcsuvikin, car orn s l staN and- Building Products (TFBP} are war- �'f (Llmrn tml I i P - �., .. xp.. bar (Lfmin) (bar) (Llmin) filar) --;,:. :-- :,: ra book 1H-i 9pp dated Nu se 20 38. Crory to the original Buyer for L -::�:: .„ ranted 1a x 12 1a 7.0 13 7.D Smooth :.. 1 "...: i ... :...` .. }: H1 %l� rt 1 (tiL) < '.. . i -144 ,,.��L xev ,.... ten (IG) years against defects in mate- M 12 x 12 f2 13 TO Smaolii z � Care + l ria! and wCrlcmanshi when aid far (D {3,7x3,7) [37) {A8.2) 10,48) 3,7x3,7i [45.21 (6,a81 {d9,2} C,48i ceilings " rCEaf� '" e.G Micrcia=tHF' e kRssp nee n�ndertS r'r Cfr5 '� i .: Lack i and p p 4TH AV + Celiings t-Ilk ro - -r n•x. . - rrv..�*ray -,. and properly installed and maintained pp 718 to 1-118 14 x 14 13 7,4 13 7.6 •_: i�)' ';. ' �, .. 15 •,ximurn :: 5 . i I•a,i We�� 14 x 14 1a 13 7.0 Inches 4 Inches 3`l ,a- .. :• ,.x . . under normal use and service. This ��hn�00 {4,3 x 4A [49,2} (Q,48] {49,2} {u,48} Retassed Maintenance warrant will expire ten 10 ears LA 0�Jq ,A, L1 (4.3 x4,3) (4,3) (49.21 (0,48) using Style 20 Spdnkisr Natt11na1 £)vera!i Lisungs arnc Approvms Y p ( } Y Beamed ley f6 ,3 7.0 13 7.0 teamed Escutcheon or 8 Thread Size from date of shipment b TFBP. No ceilin s ter ceilings per gas® SIN PC Factor Length {Refer al6o to [resign CM,bria en past 41ta,) The owner is responsible for the in- y T�) � 16 x 16 16 f3 7.0 g p t3 f4,9 x 4,9) [43,2j [0,4t1j {49,8} 0,48} NFPA 131] non-vtarasssd {2,a) i warranty 45 given for products or Cam- ALL COUPARTMENTS WITH ONE HEAD ''� I LL � s ction a tin NFPA 13f7 or Concealed Pa t No, pe t S g, and maintenance of N VD, er FrPA 13[] I BL. i-t p NPT 8SP U.S. medic' 1 Inches mm r onenls manufa turd ri T (4,9 x 4,9) {4,9k {49,2} (13,401 13R, or t3. 'aj 18 x 1$ 17 12.0 17 12.0 ar13R 13R, w 13 ........ ., ..............-..._..._......_..._..........,__........... `....._....-........-.._ .._......_ to ._....._ _.. ,,,...NrG° VdS LPC8 - `F _ j their fire protection system and de- p c e hY oompa Ies AIR S Installed in 15.5 x 5,5! {64,31 (0,33) iS4,3) M'834 , ,l4 to 1-3/4 ! noE affiliated by ownership with TFBP B)v BASED ON 20' FT SFAC LfiG, ALL OTHER PROJECT SITE la 18 x TB 18 17 12.0 beam inches below Standard 1 vices in compliance with this docu- or for products and components which `� ........_.- -.. : ..... _.-.._.... - �..- ....._.. -_ .. .......- ment, as well as with the applicable . [5,5 x 5,5) [5,5! {$4,3) [L,33y 7I8 in 1-v8 �4 x 2U 2Q 18,Y 2C i6.7 bottom of 1 pia have been su ect to m isuse, im ra er T '4. 12979 VK392 1i2' f5mm 5.B 84.& € 2-i14"-57T1Y,C4,Ed2 Al%.F31Y bl P p R0021I.S ARE BASED Ol�i 16 FT SPACING. SUTH AVE,aches OeknW iS,1 x fi1) [75,7} (1,15j {75,7} (1.t5} beam. _ _-_ „_ _- -- standards of the National Fire Pratarr Taste€Iati4n. corrosion, ar which have2U x 20 20 2D 16_7 bottom of ,8D2t Vk30t fl2' 15 mm 5.8 84.5 ] 2-114" ! 591k, B1Y Alx, S1Y A2 A23C 132Y C2)(. E2Y" G2X, EZY'• # lion Association [e.g., P+4FPA 25), in not been installed, maintained, modi- LtJ l3 GV (6,ix&.1} (a,1i f75,7} (f,15) beam (a) for coverageamadrmeaBiOnakasthanorbmwontlm®olwicatad.usememlhLffnrequlredndwforrho"xthaghestonre addition to the standards of an area for wnioFlyttratdlc ttmwon c,ltooaa a stelfsi. large Orifice - I autMrit having jurisdiction. The in- #Ted or repaired 4n accordance N tl oval ire ly- z (a) For Caysragerxea olrnulsims less than or betwr those irmfiom-d, use the ming1wro pb4tpr d Po torthe next tW Hnqutmrnant iz based on minimum €lore in GFM IIPM) [rem each -.prfWm. The assoclatad rexldu i osseous are rak.•ulated Ming Y l pllcable Standards of the NalfOnal Firs CALCULATIONS ARE BASED ON THE WORST CLr thanornkalK-[mcbo tc9xiariydraullcL�s ux�rlhewek?nCrFanaaetc. 48E808 VK352 3'4" 2Dmm 8,0 115.2 2.38' : S(J A1X,81Y,C4,E4Z AIX RlY AZ A2C Gzr+ staliingcontractororpraductmaTulac- protection Association, andlor the � M � ry,ne coeeasea®ntxwrci nYcramndaRiar c=Tie res�Ee . _ turar should be contacted relative to standards of any other Authorities CASE SCENARIO WHICH WOULD BE A 2 HEAD AP�RO� �� v, ��] AL � fb1 Fkequirmmerd m based c. mi=amLm flow in GPM [LPM} from each ap&0Jes. Its aasociar�j M.IduW prsssuroscre {G For NFPA 13 realdanElgf VplicPdms, a,egrt%V qf 4.' 92m•V 0,'er tns late_ aMA Ol tie N* in accordance Y,qb the aiier,a In D8765B" VKf 52 112' 15 rnm 8.0 11522 2-3M- ' 60 A1X B1Y, C4. E42 I.W.a 1Y q2 - A.2" any questions. oakgxafAd rpsnp t}IW n,r„inaf K-feckru. Refer En Hydraulk: Dee-gl uwaf the D•aig+r C.M.ia saolion. tars table mute r» usrxf. i Navin Jurisdiction. Materials found ���� _.................._.._.._..l-_................_........--..,--..-......-._ .......-..-.-........ - g - 0 TH AVE. CALC ON i6 FT SPACING 6U Small Oeificos AS1tAmatiq sprinkler systems should be by TF6P to be defectiveshall i,eeifher ❑E CO!-iNT�f FFRE DEP���[ENT 7 (c) Fo,NFPA13r69dcKifstmappdcetiomthe gmaterof0.lgpmin°ouarthodesiynsmofingp4wina*0mu'"wiCl TABLE f inspected, tested, and maintained by a repaired or replaced, at TFBP's sole }hzc its az,±histanle m a ba u�xl. WETAiFE SYSTEM �7iBE3� VK32g 1l2' 15 mm 2.8 40.3 € 2-3116" 5$ A1X, 91Y A1H. 21Y - - option. TFBP neither assumes, nor qualiited Inspection Service in accord• p I HY- _ ,- r-I TABLE A SERIES LF11 RESIDENWAL PEIVDEJYT,AND RECESSED PENDENT SPRINKLERS j7Y2234J , ante with local requirements and/of authorizes any person to assuma for it, LI5A �1JL)TTIIVGl�1AM FSS R O %0 0672613 VK331 tl2' 15 rnm 4.2 Ei7- 2.1f4" 58 A1X, B,Y A,X, B1Y WET PIPE SYSTEM NFPA f3D, 13It, AND i3 HYDRAULIC DESIGN CRITERIA �......_� ....-__ _......... _.. ....._.....-_... _. �„ ........... �._.. ........-...._.-. � national codes. any other obligation in connect+on with i SERIES LFII RESIDENTIAL, 4,9 K-FACTOR FLAT -PLATE CONCEALED PENDENT SPRINKLER (7'YSSW 069320 VK331 - 10 mm 4.2 57 j 2-318" 8[i - A2 - G3S° - the sale of products or parts of prod- lam' yet • /G� 21� D AVE. � R ucts. TFBP shall riot be res ansiblefor DATE, ,.� _ E# L-,� ftf[=PA 13D, 13R, AND 13 HYDRAULIC pE51GN CRITERIA ----.. _._._. _.._ • r p EPT AP���1 �R OHl POPE SYSTEM Maximum 250 PSI (17 bar) WWP j sprinkler system design errors or inaq- �E �� I] AL PLANS Minimum Flow and Residual Pr+sssmete, cl Stands€t€ Orifice curate ❑r incomplete information sup-') Maximum - - - I Before ciosing a fire protection systemVAUD Mk ONE YEpR_5U8JECi TO W1 p Cq DRY PIPE SYSTEM Cuverags OrdinaryTem . Rating Intermediatetem Ftattn Sprinkler Nominal j Overall Listings and Approvals:' i control valve for Inspect!Dn or mairrfe- plied by Buyer or Buyer's repro- VICINITY N ITY MAP ~ a.0 Area t+ P P• g minkmwn Thread size sentatives. Irk IA81 HIIfT"rf APPL3CA$LE C7DQ Minimum Flow and Aesidua3 Pressure 455`F E68'Ci 175'F (79°C) Base SIN K-Factor Length (Rafaralso to Design Cr teria on page 41B•) nance work on the fire protectign syS- N TS � Maxim Vm Maximum Ft. x FL Deflectorto Irlsta llation Spacing - tom that it controls, permisslon €b shut lit no event shall TFBP be liable, In Coverage Spacing OrdinaryTemp.Rating mxm Flow Pressure Flow Pressttra Ceiling Type Ft. Part NO, NPT 63P U.S. rnetdc' (Enehtls n,fn CtILt€C NYC10 VdS Li'CB ) 1 SECTION �7 T,6,S, R,%,E, S,B,$,& f i, Arsa'� P� 9 1fi{7"F (Ti'C) Minimum ( ) faPM PSI GPM PS! (m} ( down the affected fire protection sys- contract, tart, strict €iai)411ty or under + r Ft. xFt. R. Deflector to Installation Spacing (Llmtn) (bar) (Llminl (bar) 12232 VK31T 1r-2" 15tnm 5.8 1]0.8 2-114" M A1X,61Y Afx - - ._. l fern must First be obtained from the any other legal theory, for incidental, Pr 1 m r authofftles and all Flow assure m Cef11 1P x 3, q3 7,D q, 74 .. Maximum 250 P$I (17 her WWP proper ho ma be affected 6 ihismacbo 1 ages, ind special but riot timiledtrto a tort x � GPM PSI ceiling h'� (,Fjtj� Smaath , Llfhin) (bar) (3,7 x 3.7I f49,2) A48) {4g,a) {C,4s) c0ings ) Y Y 9 9 1-10 to small Orifices j must he notified. charges, regardless of whether TFBP •i a f2 x Tr" 12 13 7.4 14x 14 1d 8.2 4 a-2 4 nx has i was informed about the possibility of GENERAL NOTES S:naat4l (4,3x 4,3) {53,p) (O,S7} i53,tlf (0,57, i3aceserd 1229011 VK'342 112' 15 mm 2.S 44:1 2-"df9' S8 AiX, wY A17c iii p y I Alter placing afire protecton system such damages, and in no event shallrn tiS,7x8,7) {3,7i [49.2} {0,48) CeEllgs seamed using style20 �---•� --•-••-•- •-- - _.• W1 p, 9 9 1, THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND I OR N.F.P.A, PHAMPLET# 13-D 112013 - U 71sto1-11B iex16 15 9.4 1`5 9.4 Ceiiu�spe r F_srnrtchennor 3 AppmvedTemperatureRstir� frrservice,nofifytheproperauthonffes TFBP's liability exceed an amount L 14x 14 14 14 8.2 Inches (4.9x4.9) (56,8) ___ (G,35) ] (5$,S) (0,85) NFPA 13➢ Nr V_rac"w (2.4) A-13,'F(57'G). 15}`F 68 °CF i7a'F IF, 24P'F f93'% one! 1 and advise those respa7sible far monl- eq ua l to the sales price. EDITIO Nf AND THE RIVERS]DE COUNTY FIRE DEPARTMENT � " 1 {4.8 x 4,3} (a,3) {53,Uj {4,57) or 13R P� NFPA 13iJ, 28e'F i1s1 "C ( Finishes As1p aced Esc€+Icheons 1 toting prgpnetary andlor cantral sta- GBe s er t5,5 x 5,5) [B8,1j (0,83) [68,1) (o,98} 13si or 13 { , • 1 s { ), 175 "F {79 �^), and 2R7'F %98 i 1 - Brass. rnrt ' WhRA IIQIYO 7e " eradk X tlemar4hy Rafe r,e- Mods o urtus bra': lion alarms. of afro olnakwaf C a i'�s-tnade InJieu 4�) Beamed 18xt8 78 t-93 ,a ,3.5 ) Approved f11v 2. ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. pp ,-11d rC 1-3ra e - t3a 'F 5T C 15" `F P8 °G 16 x 16 1E is $-4 NFP,4,3{3 or Concealed 5 ,rages below 'C) PgfyastaN+, anp E1WC& PTFE Esctixhoon pressor Implied ,•jnsj-� jog warrantees F� :7Q {d,sxa,9} t4.s1 (56.$) (a,65) (2,A} 2Cx2o 21 18.4 21 18.4 t90ifOm6f C-155"F[60'cl, 175'F(79°{}20q Fi93`C},erd2$&'F(€a1 2-Bra55. Chromle,whitePrAyeste"Wd8am 3. PROVIDE ELECTRIC BELL FOR LOCAL ALARM. WIRING BY OTHERS, Sl�E AND LOCATION ON PIPING PLANS. 00 ,3R. Or t3. Y - Standard aifrfaoe-mounted tneutcneon nr he C ndTEnessfora ar- Installad in {6,, xFj.i} I7s.s1 [1,27) t78,5) (1,27) beam. . ter' wmc&uFr.+dWRh h&aW-1AdpWotiSsm,d.0E-: afWQMhaj]iaLdjW� 4. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. w cc 18 s le 16 1$ 13,5 beam D - in T t57'C), its 'F Ise °c). 775 "Pas -G}- and 2E6 g IF41 3 -areas• and C3xame or recr,esee syNtifne 13kkt Micaprngtid+' hWdek E- ticu Iar pumose. ($.$%5's) (515) (68,1} [u,e3] 7JSto1-1.1a { f, r: veW �,a,AimrSar��Lnar; ram- �r a�,;aerated,3�lP> nlydm�mt,rqulr�41kywhrme:r?t,�hr,�VA14V,� 'cr 4,EN1t 1,E-z.orE-3ReMwdE�s�ttr �a 5. GARAGE AND MECHANICAL ROOf49S TO BE SPRINi(LED Wf175 HD. W 00 inches below area for W!" ch?r�rz nwlic doalgn atmv � owbod. E - 15G'F (68 'C), 175 -F V9 "C;, and 200 °F R3 •C) I Z - SW dard wrtace.nwmed escutcr,eon or re- This limited ova iron sets forth the ex- 24 x 24 23 21 T8A bottom of {h} 49wr-tit is based - mmimum Sow In GPM XPK horn nlch apmMer, The muocaated rrra,dunk pressures pia cdiculatadl umng F • 155 `F (68 -C), 175 IF (79 "C), srd 289 •F (141 °C) ceased with the +!Rime micromabe Model E-1 cklsive remedy for claims based on � ' {8,7xsA) {e,f1 (79,5) (1,27) beam t5vmw.,inalK•rado,Rlnetl0HydraKk rJasig7Underu,adeaignCriteria-Lun. G•155'F(6&'CZ j failure of or defect in products.maled- fi. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SQ. FT. { a#saruornponents,whathtsrthaclaim 7. 0 =INDICATES CALL. REFERENCE POINT. {c} 1'•ar NFPA tJ rrwltlantlai rnicaltnsix, the stealer of &.1 {TfmttM t,ver'1�a des,gn aeua ci the fines in ac°x,rdanrx pith fhy criteria in Foatnat� ` is made in contract, tort, strict liability EMI � {a] Fox eeueragn area dildxy7aions loge Men of between d,nse Inylcaled, Lr9e the ,Tnikrnxn mgrdrexl flow 1m the next y>Lt taHfa roust he uacd. 1). % nn � higt: tt cotlernge orw nor which hy4krwfic deugn-isaria r j V_'W. 'Sam W Nkimbw is gr r- For Cdmpwit pan number, refer is Vikirig s cvnant pace schedule. or any other legal theory. 26i V looticK-faalrmwat, rmashQv,vinwhmpt-rdmist,m roes,, Bar.Wbann,v s-mrnw ,redmW.L4IMeth,n WcK4-br-4.-byl0.o. 6. DRILLING bR NOTCHING OF STRUCTURAL MEMBERS SHALL 8E IN STRICT ACCORDANCE WITH CBC- 2013 �1 Fk yul anti s Toff x1 an ar. aunt flow in f ll.'lur} fnxn each sp rlxk r. 1 he assnrJa ed r®sidual pesysrxes a e rASI E $ This Wamart calculated veins ma riemlrlal K-factor. Refer rp 19¢d. xuiic I)asig•t uMar Shv Daeign [diearia section. ISRY P1FE SYS TER4 `7nis lrthlo shows the listings arxd app-w- available a, the lime or P,bnrnp Check mouth tw,n nanuf&Ck"t for any eddHienal mp;,r wois ty wilt apply to the full ex. Lsredhyulidrvrtrcrsiaharaimr.:slnc.sdrux tncu.s.alwcanada. tentpermitted hy raw- The invalidity, in 9. ALL PENETRATIONS THROUGH FIREWALLS ANp CEILINGS BETWEEN ATTACHED GARAGE AND G (c) Fx NFPA 13 mrDidentia.` eppIkc Wons, ttw crosier nr 0.1 ypm/W w& I'* design WAR lit lira r1t7w it a,:ctirdm+ow SERIES LFII RESIDENTIAL PENAENTAIVI3 RECESSED PENAiEfVT SPRINKLE (TY2234) ' Accepted for use. City of New York Board W Standards and Appeals, Cexmdw fiumk a 21a-r6•5,k - whole or part, of any portion of this G with tlne trlbin In this labia r-O ba uses. NFPA 13D, 13R,.AND 13 HYDRAULIC DESIGN CRITERIA 'c11L- L,¢kad5a caaaaien fesisma',. warranty will not affect the remainder. RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE ,...t ;L4 1% _t_.1_ • ✓jYler,,ICN am A,U&bb W request nith the same Lrutogs end Appm,alg a6 the MndaM colors. 3 TABLE S = Iirtk�gr And Approvals IlrOod to LIgM HaLwU Ocwpairiea where akkrwvd by rho sneialWkion standarda W4,Q applied, with hyd'_Ii_HV ceieulaipd wet systems only, 1 F I REWALL. DRY FfFE SYSTEM Ex Oqn: f .2K SprirMem may be wmialkid on hydraullcaAy cale.'ated dry pipr SySkWS Wkra ppwg is w"Aivn reeat-t or internally gsL ,i-d RAPID RESPONSE SERIES LFI1REVDENTiAL4.9K-FACTDRFLATJPLAT"E•CONCLcALEDP,ENDENT(TY3596} °71wsortkl&, >;�i5twwiod, S 10. MAINTENANCE BOOK AND 1 HEAD (UP TO 3OF EACH TYPE IF REQUIRED) PLUS HEAD WRENCH SHALL BE PROVIDED NFPA f3D, I$fi,ANf7f3HYIlRA!lLICI3ES1GNCitITER1A'GAmepledtvoe.CYyofNow YorkDspadumrdnreulldlhgs.MEANumber 39-R2-E,Vol, 15. i �� a IN SPARE HEAD CABINET LOCATED NEXT TO RISER. 0EC.IA'&d, Siundard EN f2289.1. EC-certilkazres of mrftfnk r Wl 2-CPD-2001 and i 6a=-C.FD-21W. 'Q(ECwffiee, Standard EN 1226E-1.ac-derltllcVeor confw ry 07r36�PD�gz7v. i �+y�6 � � �►��` 11. PIPE HANGERS SHALL BE !N ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTIONS OF THE Cf Ge lifted. S a lord EN 42259-,, EC•renYiv a at canto mRy 0788-CPI)A01W arld 07W-CPDd4170. V " O MED Cw,Vmd, Standard EN 1229d-1, EC-wd,rr 4} a8 cx,nk,mlly 0012-M@D-1103 and 002-MED-1008, C�� The 1i2•NPTLargoodfcesprinkleriso6*6and,appry-dnor,ev.okt-1y. A PIPE MANUFACTURER. & ..� V 2008 TYCO FEI2E&6VILDINCs PRODUCTS. 451 North Cannon Avenue, Lansdale, Pennsylvania ,BOOS �30�„UG 12. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH � �;.a A NEW LISTED SPRINKLER PER NFPA 13-D STANDARDS- 24 � 13. EXTERIOR EXPOSED STEEL PIPING PAINTED. , -' '' 14, CONTRACTORiOWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND. (CHECK WITH SYMONS ; r� 0 �i 044 a 2Mn=:_. ; .., 00 �..::.. _ _.. _ ............I FIRE PROTECTION FOR PROPER S21NIG .. &:.: .. � . cu Uft .. ' .. .::. ° . ... 15. SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE z cQ ARGCG g� a al'CL�nnection C}T�f9' _UStVf'ii�' e � 00 FIRE ALARM BELLS - .. -- {AND TO BE INSTALLED BY OTHERSj. Uate: n,--=-(-r - r . -a)_.0 o a tj in ra 16. WAVER INFORMATION PROVIDED $Y COACHELLA VALLEY WATER DISTRICT WITH A STATIC PRESSURE OF 102 PSi AT � 4 �- -__ eustornsrfiame:��:.rs. j,a;..•s:.)C.;�w;q: ;; 5hontaf �. - ;.gig$' THE WATER iti9AIN AND fig PSI AFTER THE WATER METER OUTLET ON DECEMBER 26, 2Q13. NO CALCULATIONS EXCEED = � ., - Four wire 120 and 2A volt 1{3(glA, C,ONG f� �_ ._ .._w,..._._. _._. _.. ...,.'_._________.1.-----­-­_­ " .'.......__....___... TIIE '� Psl 1 Pareeiffa. ;-..: . Get" . . Ln (S) � • L door and outdoor installation ��-� N i F __.....____._.:.__.��:._- .„...._____ �.___.......-.,.-.....__"--. ---.-----,----... per' • Weatherproof backhox I �t "-E rRddrsss:. __.:...._:; .'.; Lii3:--...." .: u B i f�;:. 120VAC: 6".8 lo" r /{ �� �l I s" totra�. m __ sip_,:,: sP.'iz: Trc.r:=. ii:;M SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS_ - I -- _.- ..:::::.... DESIGN SPRINKLER. = TYCO LF II CONC.IFLAT 4.9 K-FACTOR gE,CEOED L Q 24 VAC: 6". 10" f3" RIA. GONG � 1 + "---��•-'-- 4 + } 4" Type of Servile: R-1: r�! Duplexr E1 mphw: © At4s: 1.... * -- . y` T !, If 3" - SPRINKLER FLOW REQ. Sri 16' SPACING, FLAT 8' MAX OFF WALL .W111111100k. . . . .... 1 - _ - / - .. . r OWS PEA HEAI] ARE FLOW = i3.0 GPIyI Ili 7.Q PSI. I[SINj # TY3596 01 i:� b" R4A. GONG ,/� l SVI15C: -)ii=: l.i._ A :;s: 5H15f: ,.':.:. .::.., } DECL]L ,. ^tea.. --,. ��.............. SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS: wssHC: ". . .._.._.._. -w_.�...--w - . � ��,. ,,,.._,....,_.-. - - I 5 1DE CVtSt1TY F1RFs �. L C 9 SCC: ' 1' 4�" : r': . .._n_.. _-......:._.....-�.:�-". _..:_ °:- Treattrler€� $ ,43�/eEfu cafiectiorl. Z,415_ - PL A NS 21 22 & 23 (65'L ALL n sus try �) ..a IN,ease .. • M fl T SPRINKLER FLOW REQ.Fi: 2D' SPACING, FLAT IO' MAX OFF W �°-t���°Npl�`Q - 6 3.28132" a.. ,. � :':-.,.': ' inci . _ .. __-, _.._..__.........., _ ' � ; FLDI�S PER HEAD ARE FLOW 2 Q .D GPM rrf 16.'i PSI. (SI N j # TY3 59 � . . . 3-f1;32" Metersw".harge. F Serv€ce5fse:: #fTC�i' . i .,._,::._w.:.:._-...... _.' :` ::%! SYSTEM FLOW REQUIREMENTS: M 3 f5;32"avice: '. 3 . a tn _. �...- Cq A f•teter&service; .';; SPRINKLER SYSTEM DESIGN CRITERIA AI!'iD FLOW REQUIREMENTS PLAN 21 (GREAT RM) � � w � i1ATINl3 6 GONG 5rZE S GCWG;,IZE f0 GorvG 512E 1 - -- Rated SoundLovel Rated 5oundLevri Rated 86undLavel Badcflow: 1 I HD = 20i O GPM FLOWING W/ 49.8 RESIDUAL PSI AT BASE OF RISER VOLTAGE Current a1 t M,)W Cunene at 1 Wtm Current at 1 MAW „„�•„�;,;....„;.,_ �•,._ ,.__ . ,. _.. rz o I HD = 25.❑ GPM FLOWING W/ 75.7 RESIDUAL PSI AT SOURCE w� PL.�A N 21 PL.� N 22 PLAN 2 svoc 250nA ssda 250mA nsdB 25omA ssdB other: -............. ... .......:_. _....___-._. (see explanation below) = 12VDC t80mA 95da 180,M l35ds 18pmA 96dB BBO1S Box �, 24VDC f00MA gads 100mA s5dB 1oamA Dads Selmer Tatar: °- .1 SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 21,.(G �RMj � 120VAC 2tA 95dB 25",A s8da 26mA nBdB •--- .-_,.,..,, --.... -.. _ .-.-.--- _ �., z2cvnc 2nmA sSdG zr A. ssdb 20n,A :, Total. W 8,811-C 2 HD = 28T0 GPM FLOWING W/ .57.8 RESIDUAL PSI AT BASE OF RISER � W � � wlRff+lG IfV5rI3UCTlor�rs Other: _MAiN�FLOOR 2,872 S.F. MAIN FLOOR 3,116 S.F. MAIN FLOOR 3,1pU S.F. 2 HD - 33.d GPM FLOWING W/ 89.8 RESIDUAL PSI AT SOURCE Q � D.C. BELLS {observe polarity} A.C. t31_LL5 AharrdanJRalocatte..' I 9 pp � .x R SYSTEM ND - - SPRINKLE S T 1VI DESIGN CRITERIA AND FLOW RE UIREMENTS PLAN X RED (I N'.. RED(OI,Tj REir IN : ....._._.__._._.� RED OUT} :. - .. CASITA 408 S.F. CASITA 444 S.F. CASITA 512 S.F. 1 HD = 20.0 GPM FLOWING W/ 45.9 RESIDUAL PSI AT BASE OF RISER . ;..; .: 2 z 2 FL BED 3 D �4� " , ii»rrxiAtisin:supplw4lc+ta�tn"r .. .....CVW$) yt .DBt .:.... . ,• _� ::. __ �._._..-� 1 HD = 25.0 GPM FLOWING W/ 71.9 RESIDUAL PSI AT SOURCE 6W woof r7A*br to next beo or {rant mnlyd band or ` ' `: oath It water DenTg " � F... § " •*...... TOTAL. 3,280 S.F. TOTAL 3,560 S.F. TOTAL 3,612 S.F.. :r,P ,:.. wpmKMgbe@ artd,a-Oerewsfar procednybef I I it3ax. FEous$;''I: �;:;:�.•%-.�gorn <.; Max. Flow•= p r SPRINI£LER SYSTEM DESIGN CRITERIA AND FLOW RE UIREMINTS FLAN 21x 1sT FL GREAT R1VI..: .. r .- .. 1.. .._ GARAGE 809 RAGE 1 & 2 856 S.F. GARAGE 863 S F = 28.0 GPM FLOWING W/ 59.2 RESIDUAL PSI AT BASE OF RISER BLACK flHLACK tOL+"ij BLACI( .� e[arae per} Arlin. Pr�ssur'p=..;,.`-. ,..`..:: ....:'::.-_s'.,.:a: �•• 1.: inlet Pressure= - L3 _-€•358.... S.F.. o_ c� _ c.1 _ _ HD PM FLOWING / SIDUAL PSI AT SOURCE � � - �_Z,_.r- kl r ., o:,:f t __.--_......__.. PORTICO 105 S.F. a 33 ~-~.- = D G W 9O 2 RE Wt,enelerxricafsupt'lviearislequlreduse inand outleadsasdwwn. WhenalectrloelseptevMorlSrequiredasertErxltxd4Pa�assha+rr=. nRax. FItrW :1 ....:... g..��...�.'�'�_�7k (}'f.: PORTiCD 68 S.F. PORTICO 4JO 61 S.F. SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN #22 (MORNING RMI .. I - obmNepolanty(oringVCheNs 1. When using AC bells, terminateeathextrarareseparately Mlh.Pr&SSVfe= ' mm::-3;6 .>_r. off: %.%. Kew = -i- w inch I HD = 20.0 GPM FLOWING W/ 45.9 RESIDUAL PSI AT BASE OF RISER �' �. RWvnmre px-no(3) alletMbetl p - - COVERED PATIOS 729 S.F. COVERED PATIOS 630 S.F. COVERED PATIOS 631 S.F. 1 HD = 25.0 GPM FLOWING W/ 71.9 RESIDUAL PSI AT SOURCE 2. Enr}af-line reSirltxisnot Svsteni TyoC: iitCl" 3. &Ex* wcas riggam S-) required on AC hails. Service SIYC- - W , -. mum 2 Stand Alone © U tfV TA4t.9TLQiVI SPRINKLER SYSTEM DESIGN CRITERIA. AND FLOWR&QWREMENTS PLAN 422_ (KITCHEN] 1, The bell should he mounted a minimum of 8 ft from the floor or as close to the ceiling as passible. "for ku Aft s-Srrvlce Conntstbkut ! TO SYSTEM 2 HD = 27.8 GPM FLOWING W/ 50.4 RESIDUAL PSI AT BASE OF FUSER � F�'I 2. Remove the gong a CVWD USES WORST CASE CBAiDMON 1 service coortection ff PLAN L.1 ■ 2 L� 22 L 2 J f � � (M �' pc°�54',MeterStup.tVfeter,Yhtxi VaHe&5huiD#iVaiv' 2 HD = 32.8 GPM FLO ING W 82.3 RESIDUAL PSi AT SOURCE � E� 3. Connect the wiling (see diagramj. � ��--II 4. Mount bell mechanism to backbox (hell mechanism must be mounted with the striker pointing down). i (s] i-1 R ins 1! the n 6 re n asiraonin n in the mechanism hou in is in 7 in T.O.R. EL = 1 SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW RE U_ IREMENTS PLAN PLAN 22X 2HIn Fi, BED 3 W 3 e to ❑ e su that the ❑ s th hoe the I r f 1 gong ( gong p 8 P g. gam Notes, l,r,. s .- a'z3 -» �1' ' . .1E ' 1 t d sus ;,, 4 �s...r�,tZ. i Et% =cf € 3a? 3. 2 ' ; Lei ergs:p ;: ;_' nfr . -...._ - y S:v:iA .e ..>.N 6. Test all bells for proper operation that they can he heard where required (bells must 6e heard in all areas as designated by the e•`' {> x; " "r =r=- :.'=; ' { _ RI E . xi . §pdiilrs e, g.z�__rrzi+v.hrd.;�Ttf,:'3::i 'f:t: -}, 1 HD 2U.0 GPIVI FL©WING W/ 42.4 RESIDUAL I'SI A�` BASE OF S R autharityitavingjur€sdiction]. - ,M MAIN DORS.F.OR 2 814 S,F, MAIN FLOOR ,; 2 821 S.F. �"-, .:. , :e;• �sl<t. .. 1 1 HD = 2a,t7 GPM FLOWING W/ 68,4 RESIDUAL PSI AT SOURCE �. , . COUPLING SR s :...�. :. >:._ .. „ 44 BOLT-Slmr4-IRIS www.orgco.com FAX 760-727-327C1-.:........-_.....__ -_... ....._. _. _ ._.........- ._� CQ "' CASITA � 418 S.F. CASITA 444 S.F. CASITA 512 S.F. SPRINKLER SYSTEM DESIGN CRITERIA AND FLO'W_REQUIRENENTS PLAN PLAN 22X (KITCHENi � 2 HD = 27.8 GPM FLOWING W/ 49.8 RESIDUAL PSI AT BASE OF RISER � SECOND FLOOR 327 S.F. SECOND FLOOR 341 S.F. SECOND FLOOR , 372 S.F. 2 HD = 32.8 GPM FLOWING W/ 81.7 RESIDUAL PSI AT SOURCE 2 -0 300LB. WATER GAUGE TOTAL 3,324S.F, TOTAL 3,599 S.F. TOTAL 3,705 S.F. SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23 GREAT RM 1 HD - 20.0 GPM FLOWING W/ 45.3 RESIDUAL PSI AT BASE OF RISER DATE: 112't GRAIN VALVE - CPTfONAL GARAGE 809 S.F. GARAGE 1 & 2 870 S.F. GARAGE 863 S.F. 1 HD = 25.0 GPM FLOWING W/ 71.3 RESIDUAL PSI AT SOURCE 10�31�7 �_ PRESSURE RELIEF VALVE SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS _PLA_ N 23 (GREAT RM) FLOW SWITCH WITH PORTICO 24 S.F. PORTICO 104 S.F. PORTICO 161 S.F. ❑ 2 HI} = 26.2 GPM FLOWING W/ 45.8 RESIDUAL PSI AT BASE OF RISER AS NOTE a 30 - 40 SEC. DELAY 2 HD = 31.2 GPM FLOWING W/ '76.3 RESIDUAL PSI AT SOURCE CHECK VALVE WITH COVERED PATIOS 729 S.F. COVERED PATIOS 630 S.F. COVERED PATIOS 631 S. - DRAWN: SPRINIfI.ER SYSTEM DESICirN CRITERIA AND FLOW REQUIREMENTS PLAN 23X I1sT FL CASITA CANDI A III, RESILEI�lT SEAT - ._- J. } = COVERED DECKS 209 S.F. COVERED DECKS 250 S.F. SUN DECK 446 S.F. 1 HD = 20,0 GPM FLOWING W/ 41.9 RESIDUAL PSI AT SASE OF RISER CAUDIL1,0 TRANS FROM r �� 112" PVC DRAIN T❑ EXIT I 1 HD = 2S.#I GPM FLOWING W/ 67.9 RESIDUAL PSI AT SOURCE 3/4" METER - JOB: g" MAIN PVC X COP � = B.O-R_ EL = 9r � I'I -30 �` SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23X (2 FL OFFICE) 2 HD 27.3 GPM FLOWING W/ 43.6 RESIDUAL PSI AT BASE OF RISER 6T,Q(7r 5' 2r HI} = 32.3 GPM FLOWING W/ 75.1 RESIDUAL PSI AT SOURCE DIET i ir� OP SHUT OFF (f) SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS PLAN 23 CASITA (�)� (4) � 1 HD = 20.0 GPM FLOWING W/ 51.8 RESIDUAL PSI AT BASE OF RISER EL = 0 EL = 3' EL = rJ' I 1 HD = 25.0 GPM FLOWING W/ 77,8 RESIDUAL PSI AT SOURCE q- SPRINKLER SYSTEM DESIGN CRITERIA, AND FLOW REQUIREMENTS PLAN 23X KITCHEN . 2 HD = 26i.2 GPM FLOWING W/ 45.9 RESIDUAL PSI AT BASE OF RISER 2 HD = 31.2 GPM FLOWING W/ 76.5 RESIDUAL PSI AT SOURCE • _ OF 9 SHEETS MNO��� I 0 I � t SH�"f,� S TA {Eil"LlN A P P R 0 1 1 FT ❑F FILL DIRT + F d � \ V%,\ 1I71TA,11 1.95 I C��• ,r 84 85 156 �36 ' �4•Y 8 7 155 f3 a' 113 154 89 114 153 115 N 15 2 _ 1 92 116 151 r ~• 94 93 112 117 7 150 95 �:. 96 111 118 149 �] I Ira 99 � 109 120 147 1 `a- 100 107 121 146 101 f 106 122 145 p' 105 3..3 � 144 102 124� 143 103 104 125 ; ! 142 126 � � 141 127 140 12B 1 139 129 ` 138 r 131 - '• 132 133 .. 34. 135.' 136 l l 3 ,d 1 t � I Y � Rid My �-.•,� - �„ I C2 L rA CA 6 License 682025 r� Cob 00 rK 0 Cq U U � C Cq 00 00 ld W 0 00 L7 1-4 o GZ-I o ti C/7 .. E7- z m Cn. � I-� � U G ATE: 10/31/14 SCE : AS NOTED DRAMA: CANDI CAUDILLO J[)13 14-307 _ _ 1 JOF 9 SHEETS ARCH —~---- A F !'P PATIO m 0. UP 2'FT 1. T. V. 5' -O" AB. F. G. W/ KEYLESS HOSE BIBB LC - - -A2CH - - - FI' $ 0 I! =19' HEAT ZONE I 1 12 EL= I I� f; _— -- �r -------.------ PATIO ICI I FAU I I 1 IN GREAT RM !l ----ATTIC 12'CI_G �PF t— . DN 2' FT — — — — — DN 3' FT .- , . f: I ENTRY — — ---- --- — — — — i p UP 5' FT ARCH DINING HALL .� WIC f / / f ' REPRESENTS SOFFITS, ALL SOFFITS TO BE ITT REPRESENTS LIGHT FIXTURE REPRESENTS FAN / BED 3 4� U f` WIC EL-15 g i ,I ¢ -� ; 1 - �•� �r ;S6T§F---7 a II �2 BATH f ' / ?.. .. ��, f -• fA j .... $ED 2 AN M. BED ARCI� L.... T i �. 0 Y CL f 10" ELEC. 13f?l.I, W/ SIGN AUDIBLE' T['1R0UGIIOUT r VAN fUl HALL 7 ta ICI R� PA]` . 5. FT. WIC PIPING PLAN ALL 3/4" CPVC PIPING 3/1fi"-1'-6'ALL 10'--0" FLAT CLG'S U. N. 0. U. N. O. ALL 5 X 8 BEAMS IN GREAT RM & KITCHEN xl � f ❑ CL CI. [my 3'-64 UTIL c REPRESENTS LINE, OF CLG CHANGE 4 4''7y 10`-9 r I" RTSFR IN W a m 3 CAR GARAGE FINISHED Fa '! tt " +r 7 EL=15 T. LABELED ACCESS PANFI. T. 0. R. 6 EL = 15' B. O. R. EL = 9' �J ARCH r R ci I. } f I j HEAT ZONE j !� FAU 1 ,I IN r GREAT RM ATTIC I'-3 � . 12'CLG r"UP3 r FTAOL r r I ANk DN 2`FT DN 3'FT j,f ; I , 7$ i I ENTRY 1 `41 14' CLG `lip 7r— s� IY ....._..... — I I' I r ARCH HALL (OPTION VOUT BEAMS) ALL 3/4" CPVC PIPING PIPING PLAN ALL 10' -O" I I,AT CLG' S U. N. D. 3 f 16 }r=1 I _O If U. N. D. f SYMB MAKE & MODEL PLAN 23** SIN # TYPE TEMP FINISH K-FACT CANOPY QTY TYCO C1=11 TY3596 SSP VIKING Q/R VK302 SSP 0� TYCO LFII TY2234 SSP TOTAL SPRINKLERS FOR PLAN 23: 160 200 175 WHT � WHT WHT 4.9 CONC/FLAT 5.6 401W/GRIDS 4.9 40IW/GRDS 38 2 7 47 Qjl)� Co-L C-1C License 682025 4 Co 00 00 Cq a C9 L0, H w w x Lo • co 00 0 w � n � H � CI) I --I 04 Cn t_CJ CDCckl Q � Od d A � f�1 C� a xis,: 10/31/14 SCALE: AS NOTED DRAWN: CANDI CAUDILLO JOB: 14-307 SHEET 7 011 9 SHEETS '.RB-/N-RS-/So Residential Connection Charge Estimate Date: December 18, 2014 Customer Name: T. D. Desert Development Phone No. (760) 777-1001 Parcel No. 764-660-010 Geo. 06-07-27-1 Address: Andalusia, La Quinta LID: 663370 Block No. Lot No. 30 Size of lot: 10,019 sq. ft. Tract No. 31681-3 Type of Service: R-1: 121 Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ 6,245.28 Acres: 0.48 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 2,436.00 Treatment: $2,436/edu collection: $2,415/edu Meter: $ 390.00 Meter Size: 3/4 inch Meter surcharge: $ - service size: 1 inch Service: $ Meter & Service: $ Backflow: $ - Other: $ (see explanation below) Sewer lateral: $ - Total: $ 9,071.28 Other: Abandon / Relocate Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 29.5 gpm Max. Flow*= 29.5 9Pm Min. Pressure= 65 psi Inlet Pressure 1= 99 psi Fire Sprinkler Demand* Outlet Pressure= 69 psi Max. Flow= 26 gpm Min. Pressure= 49 psi Meter Size = 3/4 inch System Type: Service Size= 1 inch Multi U Stand Alone ❑ 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Notes: Tract No. 31681-3, Andalusia. The SWSC fee will be charged .48 per lot & due to a Special Agreement we will not collect the WSBFC & only collect the TFC of the SCC fee. Per Construction Dwg. No. 33358 there is an existing 1" service & per Dwg. No. 33366 there is an existing sewer lateral. E-mail Invoice to: kingchrisl962@yahoo.com PZ 14-5898 Technician: Sandra Villalobos Approved by: Date: cvwd-950 *********This is just a QUOTE, all fees are subject to Change********* (Rev.10/141 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 23 - GREAT RM *** REMOTE AREA 1 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-307 DATE: 11-3-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE): DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL FLOW: WATER DEPARTMENT R3 .05 gpm/400 sq. ft. 400 sq. ft. 1 sprinklers 20.0 gpm 25.0 gpm (5 gpm Hose STREAM) 20.0 gpm @ 45.3 psi 4.9 CANDI CAUDILLO RIVERSIDE COUNTY FIRE 102 psi (-100 91PSI) 101 psi 500 gpm COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA KLER SYSTEM HYDRAULIC AN,?-,Z"-)S Page 1 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS__,i..\HASS83\14-307--C.SDF JOB TITLE: PLAN 23 - 1 HEAD CALL. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 91.0 90.0 500.0 91.0 25.0 71.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 71.3 25.0 2 3.0 - - - - 65.1 - - - 3 3.0 - - - 52.1 - - - 4 5.0 - - - - 50.5 - - - 5 9.0 HOSE STREAM 45.3 5.0 6 15.0 - - - - 41.8 - - - 7 15.0 ---- 38.9 --- 8 15.0 - -- - 30.6 - - - 9 15.0 - -- - 31.2 - - - 10 17.0 --- -- - -- 24.5 - - 11 19.0 - - - - 20.4 - - - 12 19.0 - - 21.9 - - - 13 19.0 - - - -- 21.9 - - - 14 19.0 K= 4.90 16.7 20.0 T�NKLER SYSTEM HYDRAULIC AN➢---)S Page 2 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS_ \HASS83\14-307--C.SDF JOB TITLE: PLAN 23 - 1 HEAD CALC. 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 25.0 0.995 PL 20.00 PF 4.9 1 0.0 SRCE 71.3 (N/A) 10.3 150 FTG TG PE -1.3 2 3.0 0.0 65.1 0.0 0.168 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 65.1 0.0 13.0 psi, 25.0 gpm 3 3.0 0.0 52.1 0.0 Pipe: 3 25.0 2.003 PL 120.00 PF 0.7 3 3.0 0.0 52.1 0.0 2.5 150 FTG 5.0 PE -0.9 4 5.0 0.0 50.5 0.0 0.006 TL 125.00 PV 4 5 6 7 No 7 9 Pipe: 4 25.0 5.0 0.0 50.5 0.0 9.7 9.0 H.S. 45.3 5.0 Pipe: 5 20.0 9.0 H.S. 45.3 5.0 6.7 15.0 0.0 41.8 0.0 Pipe: 6 20.0 15.0 0.0 41.8 0.0 6.7 15.0 0.0 38.9 0.0 Pipe: 7 10.0 15.0 0.0 38.9 0.0 5.4 15.0 0.0 30.6 0.0 Pipe: 8 10.0 15.0 0.0 30.6 0.0 5.4 17.0 0.0 24.5 0.0 Pipe: 9 10.0 17.0 0.0 24.5 0.0 5.4 19.0 0.0 20.4 0.0 Pipe: 10 20.0 19.0 0.0 20.4 0.0 10.7 19.0 4.9 16.7 20.0 Pipe: 11 -10.0 19.0 0.0 20.4 0.0 5.3 19.0 0.0 21.9 0.0 Pipe: 12 10.0 15.0 0.0 38.9 0.0 5.3 15.0 0.0 31.2 0.0 1.025 PL 5.00 PF 3.5 150 FTG 19.0 PE -1.7 0.146 TL 24.00 PV 1.101 PL 6.00 PF 0.9 150 FTG 7.0 PE -2.6 0.068 TL 13.00 PV 1.101 PL 20.00 PF 2.9 150 FTG 23.0 PE 0.0 0.068 TL 43.00 PV 0.874 PL 113.00 PF 8.2 150 FTG 28.0 PE 0.0 0.058 TL 141.00 PV 0.874 PL 40.00 PF 5.3 150 FTG 50.0 PE -0.9 0.058 TL 90.00 PV 0.874 PL 23.00 PF 3.2 150 FTG 32.0 PE -0.9 0.058 TL 55.00 PV 0.874 PL 5.00 PF 3.8 150 FTG 13.0 PE 0.0 0.209 TL 18.00 PV 0.874 PL 12.00 PF 1.4 150 FTG 13.0 PE 0.0 0.058 TL 25.00 PV 0.874 PL 95.00 PF 7.7 150 FTG 38.0 PE 0.0 0.058 TL 133.00 PV f'�T-`,NKLER SYSTEM HYDRAULIC AN,.�-7S Page 3 DATE: 11/3/2014 )C:\PROGRAM FILES\HRS SYS_ .i-\HASS83\l4-307--C.SDF JOB TITLE: PLAN 23 - 1 HEAD CALL. 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: 13 10.0 0.874 PL 67.00 PF 7.6 9 15.0 0.0 31.2 0.0 5.3 150 FTG 65.0 PE -1.7 12 19.0 0.0 21.9 0.0 0.058 TL 132.00 PV Pipe: 14 0.0 0.874 PL 5.00 PF 0.0 12 19.0 0.0 21.9 0.0 0.0 150 FTG 15.0 PE 0.0 13 19.0 0.0 21.9 0.0 0.000 TL 20.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 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 0.001 gpm and a maximum imbalance at any node of 0.008 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 10. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 90.99 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 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 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 �F ]KLER SYSTEM HYDRAULIC A!�` S Page 4 DATE: 11/3/2014 \PROGRAM FILES\HRS SYS_ \HASS83\14-307--C.SDF JOB TITLE: PLAN 23 - 1 HEAD CALL. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 4-';'�7KLER SYSTEM HYDRAULIC ANk;--z S Page 5 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS-..!t..SHASS83\14-307--C.SDF JOB TITLE: PLAN 23 — 1 HEAD CALL. a> > 0) U U a)m S-i a) :1 o l4 o D m �:s C n N N 44 (n N CL F� N N a ! -0 U N OQ �—i UI 0 Z ro a u¢� U) W I o � o >Y -A o I b" N co V] W V) > (n a) D r rd N � I n H N O O O O O 00 r-I i` O O O O rl O O O O w N O O O I• Cr to a) O^ a (1) 0 -u o Oa aro w �4 k O O a-) (o e -a s~ O o v Ln s~ a -0 a) O co O ro � ra v +-i O O O z (M O O N axWMMm DZw--a,r)'rq— ro--�NKLER SYSTEM HYDRAULIC AND"-)S Page 6 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS'1�M5\HASS83\14-307--C.SDF JOB TITLE: PLAN 23 - 1 HEAD CALC. WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ I Flow Test Point I I 80+ I I I 72X I I I P 64+ R E S I S 5 6+ U I R E 48+ ( I P I S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND ri '1 1 X = Required Water Supply " 71.27 psi @ 25.0 gpm " 8 + rr 0 = Available Water Supply " 91.00 psi @ 25.0 gpm 0++-+---+----+-----+----- -+--------+------ 200 300 400 500 600 700 FLOW (GPM) -+---------+--- --- ----- -+ 800 900 1000 SYMONS FIRE PROTECTION, INC. 1050 PIONEER WAY, SUITE R EL CAJON, CA 92020 LICENSE C16-682025 HYDRAULIC CALCULATIONS FOR ANDALUSIA *** PLAN 23 - GREAT RM *** REMOTE AREA 2 HEAD CALC TYCO LF II CONC/FLAT FILE NUMBER: 14-307 DATE: 11-3-14 -DESIGN DATA - OCCUPANCY CLASSIFICATION: R3 DENSITY: AREA OF APPLICATION: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ NODE 5 BOR): SPRINKLER K-FACTOR (ORIFICE SIZE) DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: WATER FLOW AVAILABILITY DATA: STATIC: RESIDUAL: FLOW: WATER DEPARTMENT: .05 gpm/256 sq. ft. 512 sq. ft. 2 sprinklers 26.2 gpm 31.2 gpm (5 gpm Hose STREAM) 26.2 gpm @ 45.8 psi m CANDI CAUDILLO RIVERSIDE COUNTY FIRE 102 psi (-100 91PSI) 101 psi 500 gpm COACHELLA VALLEY WATER 12-26-13 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA SP NKLER SYSTEM ^" HYDRAULIC ANPL!S Page 1 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYE HASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 91.0 90.0 500.0 91.0 31.2 76.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 76.3 31.2 2 3.0 - - - - 67.6 - - 3 3.0 - - - - 54.6 - -- - 4 5.0 - - - - 52.7 - - - 5 9.0 HOSE STREAM 45.8 5.0 6 15.0 - - - - 41.7 - - - 7 15.0 - - - - 36.9 - - - 8 15.0 - -- - - 24.0 - - - 9 15.0 - - - - 23.7 - - - 10 17.0 - - - - 14.8 - - - 11 19.0 - - - - 8.9 - 12 19.0 - - - -- 8.9 -- - - 13 19.0 K= 4.90 7.0 13.0 14 19.0 K= 4.90 7.2 13.1 -,P 7KLER SYSTEM HYDRAULIC ANPrI,Y,'�S Page 2 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS HASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. 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 31.2 0.995 PL 20.00 PF 7.3 1 0.0 SRCE 76.3 (N/A) 12.9 150 FTG TG PE -1.3 2 3.0 0.0 67.6 0.0 0.253 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 3.0 0.0 67.6 0.0 13.0 psi, 31.1 gpm 3 3.0 0.0 54.6 0.0 Pipe: 3 31.1 2.003 PL 120.00 PF 1.0 3 3.0 0.0 54.6 0.0 3.2 150 FTG 5.0 PE -0.9 4 5.0 0.0 52.7 0.0 0.008 TL 125.00 PV Pipe: 4 31.1 1.025 PL 5.00 PF 5.2 4 5.0 0.0 52.7 0.0 12.1 150 FTG 19.0 PE -1.7 5 9.0 H.S. 45.8 5.0 0.219 TL 24.00 PV Pipe: 5 26.1 1.101 PL 6.00 PF 1.5 5 9.0 H.S. 45.8 5.0 8.8 150 FTG 7.0 PE -2.6 6 15.0 0.0 41.7 0.0 0.112 TL 13.00 PV Pipe: 6 26.1 1.101 PL 20.00 PF 4.8 6 15.0 0.0 41.7 0.0 8.8 150 FTG 23.0 PE 0.0 7 15.0 0.0 36.9 0.0 0.112 TL 43.00 PV Pipe: 7 12.8 0.874 PL 113.00 PF 12.9 7 15.0 0.0 36.9 0.0 6.8 150 FTG 28.0 PE 0.0 8 15.0 0.0 24.0 0.0 0.092 TL 141.00 PV Pipe: 8 12.8 0.874 PL 40.00 PF 8.3 8 15.0 0.0 24.0 0.0 6.8 150 FTG 50.0 PE -0.9 10 17.0 0.0 14.8 0.0 0.092 TL 90.00 PV Pipe: 9 12.8 0.874 PL 23.00 PF 5.0 10 17.0 0.0 14.8 0.0 6.8 150 FTG 32.0 PE -0.9 11 19.0 0.0 8.9 0.0 0.092 TL 55.00 PV Pipe: 10 13.1 0.874 PL 5.00 PF 1.7 11 19.0 0.0 8.9 0.0 7.0 150 FTG 13.0 PE 0.0 14 19.0 4.9 7.2 13.1 0.096 TL 18.00 PV Pipe: 11 -0.3 0.874 PL 12.00 PF 0.0 11 19.0 0.0 8.9 0.0 0.2 150 FTG 13.0 PE 0.0 12 19.0 0.0 8.9 0.0 0.000 TL 25.00 PV Pipe: 12 13.3 0.874 PL 95.00 PF 13.2 7 15.0 0.0 36.9 0.0 7.1 150 FTG 38.0 PE 0.0 9 15.0 0.0 23.7 0.0 0.099 TL 133.00 PV NKLER SYSTEM HYDRAULIC ANYP-:KS Page 3 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS _ #HASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. 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: 13 13.3 0.874 PL 67.00 PF 13.1 9 15.0 0.0 23.7 0.0 7.1 150 FTG 65.0 PE -1.7 12 19.0 0.0 8.9 0.0 0.099 TL 132.00 PV Pipe: 14 13.0 0.874 PL 5.00 PF 1.9 12 19.0 0.0 8.9 0.0 7.0 150 FTG 15.0 PE 0.0 13 19.0 4.9 7.0 13.0 0.094 TL 20.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 38071930 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 0.006 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node 1 under full flow conditions is 90.99 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 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 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 P') NKLER SYSTEM HYDRAULIC ANP.To:V, S Page 4 DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS HASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 0.874 5.00 3.00 1.00 0.00 1.00 1.00 0.00 1.00 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 KLER SYSTEM HYDRAULIC ANIU. ,' 5 Page 5 . DATE: 11/3/2014 C:\PROGRAM FILES\HRS SYS 1_,kASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. I I a >5 a a � a O' I N 0) 0) U U D S4 N N N '0 U) -4 Ui r-i rn ¢, r6 n N N � N Q 3 y t I U) U N z ro 1Ip � U) ZJ w r{ of 1 -H ao 0 U -ro Ol b" N U] U] la��Cai n �c D I n rl N zi I n I � I � I n � f ' I �—I N O O O O O 00 H C7 FC C7 W O O O O O O O O w a N a412 wWMM �:)(xw --04V)-r O O O -p V) N -p O O O z m O O N KLER SYSTEM HYDRAULIC ANY,- _S Page 6 ` DATE: 11/3/2014 �C:\PROGRAM FILES\HRS SYS 1 .HASS83\14-307--7.SDF JOB TITLE: PLAN 23 - 2 HEAD CALC. WATER SUPPLY CURVE 96+ I 0 * <-90.0 psi @ 500 gpm 88+ Flow Test Point I I I 80+ 1 x 1 72+ I I I P 64+ R E S I S 5 6+ U 1 R E 48+ ( I P 1 S I I 40+ I I I 32+ I I I 24+ I I 16+ LEGEND I r�. X = Required Water Supply 76.28 psi @ 31.2 gpm " 8+ 0 = Available Water Supply 90.99 psi @ 31.2 gpm IT IT 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Hetrick, Kohl@CALFIRE Subject: LAQ-I4-RS-150 - ANDALUSIA/ CORAL MTN/ PLAN 23 - RES OH ROUGH/ HYDRO Location: 81762 ANDALUSIA, LOT 30, LA QUINTA Start: Mon 6/8/2015 9:00 AM End: Mon 6/8/2015 9:30 AM Recurrence: (none) Organizer: Hetrick, Kohl@CALFIRE Rep. Name: Lupe Co. Name: Symons Fire Phone#: Cell#: 760-574-8298 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 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK X Overhead hydro S Installation UG flush / OK to connect Removal Main drain/inspect. Test Emer ency shut off Hi h pile storage Primary piping In-racksprinklers Secondary i in Hose racks I Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Sprav booths Function Test Hood/duct extinguishing Gas/Electrical shut-off Hi h pile rack stora e Nozzle model/placement H.P. vents/access/corridors Fire alarm connection I 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 I Shell final Final Final for occupancy Start Time: Finish Time: Start Time: LFinish Time: Jaa 64pn> 1 Hetrick, Kohl@CALFIRE Subject: Location: Start: End: Recurrence: Organizer: Rep. Name: LUPE Phone#: 760-574-8298 START - LAQ-I4-RS-149 - ANDALUSIA/CORAL MT - LOT 29 - RES SPK FINAL 81770 ANDALUSIA, LOT 29, LA QUINTA Mon 12/21/2015 8:00 AM Mon 12/21/2015 8:45 AM (none) Cervantes, Thomas@CALFIRE Cell#: Co. Name: SYMONS FIRE HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block re -pour Rough -wire inspection Underground rough L Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld 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 stora a Primary pipin2 In-racksprinklers Secondary piping Hose racks Dispensers & shear valves X Final Q Final KITCHEN HOOD EXTINGUISHING ' MISC. INSPECTION Detection system �1�' Spray booths Function Test Hood/duct extin uishina Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hvdrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Buildino 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 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 JEFF STONE DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 -1 RIVERSIDE COUNTY F'- }DEPARTMENT IN COOPERATION WITH THE CALIFORNIA DEPARTMENT OF FORESTRY AND FIRE PROTECTION 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 • Fax (760) 863-7072 www.rvcfire.org December 31 st, 2014 Symons Fire Protection, Inc. 1050 Pioneer Way, Suite "R" El Cajon, CA 92020 Re: Residential Fire Sprinkler Plan Review LAQ-I4-RS-150 Andalusia @ Coral Mnt. (Lot 1030) 81762 Andalusia, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department Planning & Engineering personnel and are approved with the following conditions. A minimum of three spare fire sprinklers of each type and temperature rating along with a sprinkler wrench should be located in a spare cabinet at the system riser or other approved location. Permanently marked identification signs shall be attached to all control valves. A warning sign, with minimum'/ inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire sprinkler system, such as water softeners, filtration systems, and automatic shut-off valves, shall not be added to the system without a review of the fire sprinkler system by a fire protections specialist. DO NOT remove this sign. The following inspections/tests are required to be witnessed by the Fire Department Planning Division Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department job card, approved plans and condition letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspection(s) a minimum of 72 hours prior to the requested inspection date. All questions regarding the meaning of these conditions should be referred to the Fire Department Planning & Engineering Staff at (760) 863 8886. Sincerely, Lisa Nottingham, Fire Safety Specialist e Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 fire Protection Planning Palm Desert Office: a 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 PLAN REVIEW FORM 19 New ❑ Re -Submittal # ❑ As-builts Permit No. 1_/ Q- Iq- g5 -/50 -bec, ao,4- IZos Project Information (Please Print) Flari, ?_ 3 Andalusia @ Coral Mountain Lot 1030 Office Use Only RECEIVED DEC 2 4 2014 1UVF-RS DE C ULWY FIRE PROTF.0 rioN pLAN'NING P"L Dans E,STi76nece1 J Rj986 Pl Project Name: I have read and understand that Fire D t f Address: City & Zip: 81-762 Andalusia La Quinta, CA 92253 Contact Information CONTACT PERSON; Nolan Sparks Mailing Address: 81570 Carbonears City & Zip La Quinta, CA 92253 Phone No.: 760 777 1001 ep . ees are Deposit Based Fees an re may be additional money d�Prraft pr cfi final. Sign: -V � v, Print: Nolan Sharks Billing Information ❑ Same as Contact Info BILL TO: T.D. Desert Development, L.P. Mailing Address: 81570 Carbonears City & Zip La Quinta, CA 92253 Fax: 760 564 8256 Phone No-:760 777 1001 Email: nsparks@rancholaquinta.com Fax: 760 564 8256 Email: nsparks@rancholaquinta.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 writing to our office. rian Keview i e LnecK a ro nate Items ❑ Commercial ❑ Industrial 0 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area B 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 • - Use Only Fee Paid: G/ Called for Pick -Up Date Paid: �yr7y Reviewed by: Date: i )-i PC Review Date: AR-3 •)� Picked -Up Check#: 0000 Emz © Approved ❑ Denied Date: I/ -7 i cJ By: Received By: Plans Stamped: ■Yes ONO Shipped By Method Letter Attached: ■Yes ONO Receipt#(OCR ) ��L Job Card Included: ■Yes ONO ,XDBF �DBF �� '�� $l�l2 �BBF Form 1 — Revised 7/25/2012 ' Visit us at www.rvcfire.or