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LAQ-16-RS-030 PGA West Haciendas Plan 2ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM OWNER RREF II - CWC LAQ, LLC.5927 PRIESTLY DRIVE CARLSBAD CA 92008 DFONTANA@CALIFOR NIAWESTCOMMUNITIE S.COM CONDITIONS Description: THE SIGNATURE PH 1 HACIENDAS LOT 30 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 4/28/2015 MFA Parcel No: 775220021 Site Address: 80433 PLATINUM WY LA QUINTA,CA 92253 Approved: 5/7/2015 MFA Subdivision: PM 20426 Block: Lot: 30 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 12/15/2016 JFU Valuation: $134,534.20 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2,042 SF DWELLING 209 SF OUTDOOR LIVING. PLAN TYPE 2AR, LOT 30 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. PERMIT EXTENSION GRANTED UNTIL MAY 2, 2016 TO PASS INSPECTION. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 3:57:25 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $6.00 $6.00 5/7/15 R5889 10884 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 $942.00 $942.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $24.66 $24.66 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:57:25 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $10.16 $10.16 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $227.71 $227.71 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for GRADING: $133.43 $133.43 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FURNACE 101-0000-42402 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA VENT FAN 101-0000-42402 0 $60.45 $60.45 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA VENT FAN PC 101-0000-42600 0 $24.15 $24.15 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MECHANICAL: $222.38 $222.38 Printed: Wednesday, February 28, 2024 3:57:25 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MULTI-SPECIES RESIDENTIAL: $1,292.00 $1,292.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $528.19 $528.19 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for NEW CONSTRUCTION PERMIT: $528.19 $528.19 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,057.31 $1,057.31 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,057.31 $1,057.31 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FIXTURE/TRAP 101-0000-42401 0 $157.17 $157.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FIXTURE/TRAP PC 101-0000-42600 0 $157.17 $157.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:57:25 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 3/24/2016 3/24/2016 APPROVED UNDERGROUND PLBG JFU 3/24/2016 3/24/2016 APPROVED FOOTINGS JFU 4/4/2016 4/4/2016 APPROVED ROOF NAIL JFU 6/30/2016 6/30/2016 APPROVED OKAY TO WRAP JFU 7/22/2016 7/22/2016 APPROVED FRAMING JFU 7/28/2016 7/28/2016 APPROVED ROUGH ELEC JFU 7/28/2016 7/28/2016 DISAPPROVE D -SUB-PANEL FEEDERS MAY NOT BE ALUMINUM UNLESS SIZE 1/0 OR LARGER. - PROVIDE LIGHT AND SWITCH AT ATTIC ACCESS ROUGH MECH JFU 7/28/2016 7/28/2016 APPROVED ROUGH PLBG JFU 7/28/2016 7/28/2016 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for PLUMBING FEES: $459.39 $459.39 SMI - RESIDENTIAL 101-0000-20308 0 $17.49 $17.49 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $17.49 $17.49 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$12,716.43 $12,716.43 Printed: Wednesday, February 28, 2024 3:57:25 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 INSULATION JFU 8/3/2016 8/3/2016 APPROVED ROUGH ELEC JFU 8/3/2016 8/3/2016 APPROVED NO JOB CARD ON SITE. INSULATION DCL 8/4/2016 8/4/2016 APPROVED DRYWALL NAIL JFU 8/10/2016 8/10/2016 APPROVED LATH JFU 8/10/2016 8/10/2016 APPROVED GAS LINE/TEST JFU 9/16/2016 9/16/2016 APPROVED TEMP USE OF PERM PWR JFU 9/29/2016 9/29/2016 APPROVED DRIVEWAY APPROACH JPE 11/2/2016 11/2/2016 APPROVED 0845 to 0900Ok To Place concrete for drive approach Weather - clear - breeze to 10mph - temperature 65 to 85 PUBLIC WORKS FINAL JPE 11/23/2016 11/23/2016 DISAPPROVE D 0900 to 0930Weather - Clear - breeze to 2 mph - temperature 51 to 77Site is incomplete to final as the backyard drains are not installed per plan - swales are in - drain hole thru block wall is in - landscape trenches trenches are backfilled and landscaping being completed and curb drains are in . JP- PUBLIC WORKS FINAL JPE 12/8/2016 12/8/2016 APPROVED 0830 to 0900Weather - clear - breeze to 3 mph - temperature 42 to 69OK to final- all trenches back filled - back yard drains are in and clean and open - site clean ok to final. FINAL**JFU 12/15/2016 12/15/2016 APPROVED HERS REGISTRATION NO: 216-N0043909A- M2000002A-M20A REGISTRATION DATE: 11/21/2016 HERS PROVIDER: CALCERTS, INC. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 3:57:25 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2016 BURT HANADA HACIENDA PHASE 2 EXTENSION REQUEST.pdf HACIENDA PHASE 2 EXTENSION REQUEST.pdf 1 DOC 1/20/2016 BURT HANADA Signature Phase 2 Permits Extension.docx Signature Phase 2 Permits.docx 1 DOC 5/8/2015 CECILIA PATINO BRES2015-0172 ISSUED PERMIT.pdf BRES2015-0172 ISSUED PERMIT.pdf 0 DOC 7/22/2016 JAKE FUSON STRUCTURAL OBSERVATION REPORT - PHASE 2 HACIENDAS PLANS 2 AND 3 STRUCTURAL OBSERVATION REPORT - PHASE 2 HACIENDAS PLANS 2 AND 3.pdf 1 DOC 12/15/2016 JAKE FUSON FIRE DEPARTMENT CLEARANCE BRES2015-0172 - FIRE DEPARTMENT CLEARANCE.pdf 1 DOC 7/18/2016 KOHL HETRICK FIRE - RESIDENTIAL FIRE SPRINKLER - APPROVED LAQ-16-RS-030 - RFSPK PC - APPROVED.docx 0 DOC 3/24/2016 MARY FASANO SIGNATURE FORM CERTS LOTS 29, 30, 38 and 39.pdf SIGNATURE FORM CERTS LOTS 29, 30, 38 and 39.pdf 0 IMAGE 11/23/2016 JIM PETERS front of 80433 Platinum Way.JPG front of 80433 Platinum Way.JPG 0 IMAGE 11/23/2016 JIM PETERS looking south on the east side of 80433 Platinum Way.JPG looking south on the east side of 80433 Platinum Way.JPG 0 BOND INFORMATION NON-STRUCTURAL BUILDING BUCKET FIRE KOHL HETRICK 6/28/2016 7/18/2016 7/18/2016 APPROVED FIRE APPROVAL LETTER IN ATTACHMENTS Printed: Wednesday, February 28, 2024 3:57:25 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 11/23/2016 JIM PETERS looking north from southeast corner backyard.JPG looking north from southeast corner backyard.JPG 0 IMAGE 11/23/2016 JIM PETERS look north fron south west corner backyard.JPG look north fron south west corner backyard.JPG 0 IMAGE 11/23/2016 JIM PETERS look south from North west Corner.JPG look south from North west Corner.JPG 0 IMAGE 12/8/2016 JIM PETERS look at front of 80433 Platinum Way.JPG look at front of 80433 Platinum Way.JPG 0 IMAGE 11/23/2016 JIM PETERS look south at east side back yard.JPG look south at east side back yard.JPG 0 IMAGE 12/8/2016 JIM PETERS look north at East side yard from back yard.JPG look north at East side yard from back yard.JPG 0 IMAGE 11/23/2016 JIM PETERS look north west side yard.JPG look north west side yard.JPG 0 IMAGE 12/8/2016 JIM PETERS look south at west side yard form northwest corner.JPG look south at west side yard form northwest corner.JPG 0 IMAGE 11/2/2016 JIM PETERS drive approach to 80433 Platinum Way.JPG drive approach to 80433 Platinum Way.JPG 0 IMAGE 11/2/2016 JIM PETERS permit for 80433 Platinum Way.JPG permit for 80433 Platinum Way.JPG 0 IMAGE 12/8/2016 JIM PETERS look north at west side yard from back yard.JPG look north at west side yard from back yard.JPG 0 Printed: Wednesday, February 28, 2024 3:57:25 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0172 13DICRC 313. 3 GENERAL NOTES -r 1 . AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE iNSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE REQUIREMENTS OF RIVERSIDE COUNTY(PALM DESERT). 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3, THE INSTALLER SHALL PERFORM ALL REQUIRED] ACCEPTANCE TESTS. 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZE MASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8, THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2013 EDITION. 9, IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11- RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING(SEE TECH. DATA). 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 14. SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.6. MATERIAL NOTES 1. ALI_ PIPE TO BE BLAZEMASTER CPVC PIPE AND CONCEALED. 2. HEADS IN RESIDENTIAL AREAS TO BE RELIABLE RFC49 4.9K MODELS AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 3. HEADS IN GARAGE AREA ARE RELIABLE F1 RES 49. AND SPACED AT 16' X 16'. r 1NLESS OTHERWISE STATED. 4. , RISER TO BE 1" BLAZEMASTER CPVC AND CONCEALED IN WALL WITH ACCESS PANEL. 5, ALL PIPE SUPPORTS ARE TO BE PER NFPA #13D, 2013 ED, REQUIREMENTS. HANGERS TO BE PLACED NO MORE THAN 6'-0" O.C. 6. ALL MATERIALS ARE TO BE UL LISTED. ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS. 1. INSTALL NEW FIRE PROTECTION SYSTEM IN NEW HOME. 2. ALL PIPE TO BE NEW AND U.L. LISTED FOR USE IN FIRE PROTECTION SYSTEMS. 3. NO PENETRATIONS THROUGH RATED WALLS. 4. FITTING CLASS AND TYPE SHALL MEET OR EXCEED NFPA 13D (2013) AND COUNTY. APPROVAL AND LISTED FOR USE IN FIRE PROTECTION. Ceiling Shadow Area BPendent ❑r Upright Sprinkler �f Obstruction ❑ A1 1 I 1 A 2t (D - Bin.) + B fA Zt Q-D.2m)+B) where: D s ,10in. (a-8 m) FIGURE A.8.2.5.7(6) Example of Shadow Areas (SSUISSP). Elevation View FIGURE 8.2.6.4.3 Positioning of Sprinkler to Avoid 8.2.5.7 Shadow Areas: Shadow areas shell he permitted in the Obstruction Against Walls Residential Upri9 ht and protection area of a sprinkler as long as the cumulative � dry areas do not exceed 15 ft2 (f.4m2) per sprinkler Pendent Spray Sprinklers} 3/4" thru 2" e __ r B B / p P_- SIZE &PIPE TYPE - IuEATERIAL -Carbon Steel] FINISH - Mil Galvanized -_ -f 314" THRU 3" C.P.V.C. PIPE USTING UL Listed: EX 4231. EX 2551 I'_1 1 I I LISTINGS - PATENT - No. 6,648,278. UL LISTED, EX 4231. EX 2551 FUNCIIOl - To support horizontal piping - CPVC, Copper or Steel #..wla INSTALLATION - PER NFPA i3D g p A listed hanger in all 3 mounting position, i.e. side of vertical surface and g I r INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, both topside and underside of horizontal- surface- L� --- A listed retrainer providing vertical and Inter restraint in ❑II the above SPACE BY PIPE TYPE mounting positions. FASTENERS- Q To prevent upward movement of pipe that supplies a pendent sprinkler in WOOD: below the ceiling. al piping by providing horizontal restraint. 3f4" - 3" CPVC PIPE - #905 SCREW - NO PRE -DRILL c To Sabilize vertic INSTALLATION - Per NFPA 13D. Space by pipe type. �- I in STEEL: a Install on wood, concrete or steel. 4r 3f4" - 3" CPVC PIPE - 1/4" OR #14 TEK SCREW Snap over pipe, then squeeze strap back allowing pipe to slide freely. M- When # 905 threads are exposed in wood, insall 906 backing nut. C)FASTENE_R _ 'WOOD* UL Listed per NFPA 13 CPVC pipe - #905 screw - no pre -drill I Copper pipe 905 screw - no pre --drill Steel pipe - 1 4"xi 1/2" lag screw - no pre -drill o Thru 5 8'° gypsum Hoard - 1/4"x2" lag screw *91EE]LMted per NFPA 13 -- mm la GA CPVC pipe - 1/4" or #14 Tek Screw C__11 Copper pipe - 1/4" or #14 Tek Screw Steel pipe - 1/4" or #14 Tek Screw I t *CONC9?t&Wited minimurn load each fastener DESIGN CRITERIA N. T.S. CONCEALED RES, PENDENT SPRINKLER UPRIGHT QUICK RESPONSE SPRINKLER RES. PENDENT SPRINKLER 0 CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL LEGEND Nominal Pipe Size (in.) 2 '' 3" 3�1VI 4�, Sri s,, 81, Steel pipe except threaded NIA 12-0" 12'-0" 15-0" 164' 15'-0" 15-0" 19-C" 15'-0" 15.0" 16-0" 16-0" lightwall Threaded iightwall steel NIA 124' 121-0" 12'-0" 17-0" 12'-0" 1Z-0" NIA NIA NIA NIA NIA pipe Capper tube 8'-0" 8,g 1o`-0" 10'-O" 12-0" IZ_e, 17-0" 15'•0" 151-0" 16-0" 151-0" 15-VI CPVC 5'-6" B-1' B'-e' 7-0" 8'-0" 91-0" 10'-0" NIA NIA NIA NIA NIA Polybutylene (IPS) NIA 3' 4-7" 6-0" U-11" NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-11" 3'4' 3'-11" 4-5" V-5" NIA NIA NIA NIA NIA NIA NIA Ductile iron pipe NIA NVA NIA NIA NIA 15',0" NIA NIA 154. NIA 15'_0" 15'-0" i The 71SIgi 2 5olbs P,\ � � -�' 5 ? n S TEFL -'COPPER - C. P. V. C. I ANGER EE6TUREs _�+U� , 111 � NOT TO SCALE * 1 1 �2" Offset - pipe wall to mounting surface t % * 3/4 and 1" pipe size made with common center -line * Leg design produces superior strength t . *Offset edge eliminates abrasion �•-� * AFCON #905 screw listed for wood has 5-16" hex head - included r Nominal Pipe Size (in.) 1'/P 2" 2%" 3" 3%" 4" 5" 6" IT, steel pipe except threaded NIA 17,0" 12'-T 15'.0" 15'-0" 15'-0" 15'-0" 15' 0" 15'-0" 15'-0" 15'-T 15'-0" Ilghtwall Threaded lightwali steel NIA 12'-T 12'-0" 12-0" 12'-0" 12'-0" 17-tr' NIA NIA NIA NIA NIA pipe Copportube 8'-0" 8'-0" 10'-V 10'-0" 12'tY' 12'-T i7.0" 15-0" 15'-0" 16.0" 15'47' 15'-0 CPVC 51-8" 6-0" 6-6" 7'-D" 8'-0" 9'-0" 1U-U' NIA NIA NIA NIA NIA Polybutylena (IPS) NIA 3'-9" 4'-7" 5-0" 5'-11" NIA NIA NIA NIA NIA NIA NIA Polybutylem (CTS) 2A V Y-4" 3-11" 4'-5" 5'-5" NIA NA NIA NIA NIA NIA WA Ductile iron pipe NIA NIA NIA NIA NIA 16-0" NIA WA 15'-0" NIA 15'-0" 514 S TEFL - COPPER - C. P. V C. HANGER NOT TO SCALE Nominal Pips Sze {ln.) 1 J1, 1 A" 2" 2,A, 3" 3n" 4 5 0 $., Steel pipe except threaded NIA 12-0" 12'-0" 15'-U' 15'-0" 15'-C' 15-0" 16-0" 16-T IT-0" 15-0" 15'-0" lightwal I ThreadedlightwaIIsteel NIA 12'-0" 1T-0" 12'-T 12-0" 12'-0" 12'-0" WA NIA NIA NIA NIA pipe Copper tube 9-0" 8'-C' IT-0" 10'-0" 12-0" 12'-T 12-0" 16-0" 15'4' 15'-0" 15'-T' 15'-0" CPVC 5'-6" 6'-0' 6'-6" 7-0" 8'-0" 9AT 10'-9" NIA NIA NIA NIA NIA Polybutylane (IPS) NIA TA" 4'-T' 5-0" 5'.11" NIA NIA NIA NIA NIA NIA NIA Pofybutylene (CTS) T-11" 3%4' 3-11" 4-5" 5'-5" NIA NIA Nfa NIA NIA NIA NIA Ductile iron pipe NIA NIA NIA NIA NIA 15'-T NIA NIA 15'-0" NIA 15'-0" 15'-0" 515 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE CPVC TO SYSTEM 11' ELEV. 14" x 14" - U V ICPVC RISER ACCESS DOOR �+-300 PSI PRESSURE GAUGE MAIN DRAIN VALVE �- TO DOMESTIC 1/2" DRAIN TO EXTERIOR I REGULATOR SET @ "XX" PSI BY PLUMBING CONTRACTOR RUBBER FACED CHECK VALVE' ` POINT OF CONNECTION I i FOR FIRE SPRINKLER 0 PSI LOSS---- ----- CONTRACTOR c)5 GPM ALLOWANCE 90°INTO} BUILDING L. BR 11I CPVC 2' ELEV. (D --*- FINISH GRADE I U ELEV. 1'/z" CPVC 3/4" METER 10 PSI LOSS SITE WATER PLAN N. T. S. STATIC 73 - 10% =65.7 PSI RESIDUAL 20 -10% =18 PSI FLOW 1500 GPM WATER FLOW INFORMATION PER NFPA 13D 2013- NO SPARE SPRINKLERS SHALL BE REQUIRED TO BE PROVIDED SECTION 5.1.1.1 I " TAP INTO 1,VAT>rP. MAIN 1'/z'CPVC 1" COPPER K EL METER IA 40' MAX M 1 M 2 59 MAX -3' ELEV. NODEPOINT3Fbft SLR Htvluuuc rR�elzzNce -3' ELEV. 4ELEV. NOTe rO M sw�r_;r GA5� s:tNARIC, RISER AND UNDERGROUND DETAIL UNDERGROUND BYOTHERS N.T.S. AppROVAI. artment pive41de County fire DO. al ,, � otli trick royal of ians and Specifl�advns does not The al � dei AiOn, Omission ar faulty permiaUon i lat renuirements O ltremainany tar inspe+on purposes until Local Ordynances• construe{ ' ap oved by the ire f]epatment. i I ,I fil ow APPROVAL STAMP NP MECHANICAL LICENSE NO. 890694 a CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-5E7-4216 The recipient of these plans hereby acknowledges that all plans, details speclflcations or methods of installation contained in this set of plans is the sole property of NP MECHANICAL INC- and that any use of this set of plans is prohibited and Is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. I O IN CO, CLASSIFICATION C-16 � LICENSE NO. 896694 H- Q W fY M a ❑ LL: LL LL ❑ : L, - Z U) U)U] J cn LLI r cvt.Q N o RI aL d Up Z Z- = } F-- Z ❑ Q Z 0- U Z i-D UU U --I LU <C7 O U ❑ 0� J C]I- W a-�� H a DC2 � Q o U Z F_ 0 [� m o W O 2 d r►R• V** I REVISIONS NO- DATS I DESCRIPTION r� V J Uj d 7❑ L (CNI Lu � 2 V Z_ c) ::) i Z r L 1 W J Z J � ICY) 00 C Q 00 PAGE NAME: GENERAL NOTES RATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IF 5HEEt IS LESS THAW 24- X 3$- rr IS A REDUCED PRIVY SCALE REDUCE ACCORDINGLY SCALE- 114"=1'-0" JOB NUMBER: F-0000 FP1 h11 OPT. FIRE GREAT RM ❑I�11NG [MINCLG. 13'-D" CLG- !/// L HEAT ZONE © 1xa KITCHEN 'f 1 D Q"CLG. do CALC AREA 1 r I -° 10 r 1L�' � C7 s 1 1 1 13I �� Q-7 4, 12— �'`� — `k' U2 °° \ 1 I I 1 1 F, OFT �r CJF'T �f vPT. - , � I 0-7 H2 [ ' 3... I .. ...... . ....... .. . ...... ...... -L21 MASTER BERRM DN 1" x 3--0 ___F 5'-s ------ 1(Y-D OUTDOOR LIVING CLG, 10'-0" CLG. 1Lf1t�T' k�fc3�iCALC AREA 2,�>,- ---- f I 20 x 20 SPACING r I flof-W ASTER BATH OP'T i 1 CLG. 1 vs1 10 5 1 — 1 e 7-9 ! I II 20 X 20 SPACING OPT t, ��1 fr�C7FT. �O� �n � Io — ..... _..._................ _ ._........_ _..._.__ . — — PLAN 2 SCALE: 1/4" = 1' BEDRM 3 OPT AT DEN SCALE: 1/4" = 1' PORCH .' ENTRY CLG- 1 DEN. OPT SCALE: 1/4'1 = 11 a I OLU I IU1V D SCALE:118" = 1' T PORCH -0 10'' CLG. DEN 12'-0' CLG. 0 r I °' 5-5" 1 R t 8� © I 10 ENTRY 10'-0" CLG. S-11" I F f> . _ N I 3 ,E 7 SO,IFi. E I 1" SOFHT ## ca PDR- I--r CLG. — i t___ — 10' CLG. 2'-8" 8'-0" a• a 1-I" 1. 1 11►J L I I L %J V rl 1 I LJ I V SCALE: 1/4" = 1' `b BA. 2 47 SFT 9 4" CL I i ' 16'-0" GARAGE v n. E5 PORTIC W-0" CLG. BEDRM 2 1r-D"CLG. 20 x 20 SPAI NG 1 J 1 9 �� "�C7 f� OPT, UP I" x 2-0 I I _ I 0 1 6. 1" RISER ,-T'YHB iwv 5.o.v. HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION CALL AREA 1 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: p5 GPwM-rT. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 25$ Sa.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE L26.0563PE RESIDUAL PRESSURE I 22.4as Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.D56 GPM RESIDUAL PRESSURE 53.573 Ps+ *SAFTEY FACTOR 12.000 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNEE] AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT-CALG AREA -V- CPLZc eL r - NO. OF SPRINKLER f BASIS OF DESIGN DENSITY: 1,05 GPM�sQ.Fr. DESIGNED AREA OF DISCHARGE f e .2;HEAD CALC56 SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.024 GPM RESIDUAL PRESSURE 24.1M PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 25,024 GPM RESIDUAL PRESSURE 50,416 PSI *SAFTEY FACTOR 15.260 Psl HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION - M''C=Af NO. OF SPRINKLERS ~i-- BASIS OF DESIGN DENSITY: .05 GPWSQ.Fr. DESIGNED AREA OF DISCHARGE .r ,f REND CALC'.`�400'sv:P7. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.0•56 GPM RESIDUAL PRESSURE 24.678 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.056 GPM RESIDUAL PRESSURE 51,9w Psi *SAFTEY FACTOR I 13,M PSI HYDRAULIC - SYSTEM THIS BUILDING 1S PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I ALT. CALC ARER 2 NO. OF SPRINKLERS BASIS OF DESIGN DENSITY: 05 GP SQ.Fr. DESIGNED AREA OF DISCHARGE 1 HEAD CALC. 40o sa.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.624 GPFA RESIDUAL PRESSURE 24.101 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 1 25.024 GPM RESIDUAL PRESSURE L 49-609 PSI *SAFTEY FACTOR L 1s.a6e Psi Sprinkler Head Schedule Symbol Count Thread IIC—Fflctor Description Nate 5 112$1 4.9 RELIABLE F1RES49 7/16 FR 175 BB PD on Drop • 16 112" 4.9 RELIABLE RFC49 7/16 FR 165 B7 CC on Drop 1. 21 = Total Number of Pleads This Floor DESIGNER PLANS AT GREAT RM SCALE: 1/411 = 1' NOTES: A. ALL HEAD SPACING TO BE 16'X16', UNLESS OTHERWISE NOTED. B. A 20X20 HEAD TO BE USED IN COMPARTMENTS LESS THAN 400 SQ. FT. AND LESS THAN 20 FT. IN EACH DIRECTION. C. ALL PIPES TO BE 1" CPVC, UNLESS OTHERWISE NOTED. D. ALL HEAD DROPS TO BE 1" CPVC, UNLESS OTHERWISE NOTED, E. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY, HANGER SPACING TO BE PER TABLES ON THIS SHEET. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPES RATED TEMPERATURE. PER NFPA 13D EDITION EXCLUDING: 1❑ 8.2.5.7 SHADOW AREAS: SHADOW AREAS SHOULD BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 SQ. FT. PER SPRINKLER 2❑ 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 SQ. FT. AND LESS 3❑ 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSES, AND PANTRIES THAT MEET ALL OF THE FOLLOWING CONDITIONS: 1. THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. 2. THE SHORTEST DIMENSION DEOS NOT EXCEED 3 FT, 3. THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED --COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. [4] 8.2.5.1 CLOSETS: IN ALL CLOSETS AND COMPARTMENTS INCLUDING THOSE SOUDING MECHANICAL EQUIPMENT, THAT ARE NOT LARGER THAN 400 FP A SINGLE PRINKLER AT THE HIGHEST CEILING SPACE SHALL BE SUFFICIENT WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCES TO WALL 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING CONDITIONS: 1. THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED 100 FP 2. THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE LOWER CEILING ELEVATION. 3. THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE TREATMENT IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIAL. 4. SKYLIGHTS NOT EXCEEDING 32 FTC SHALL BE PERMITTED TO HAVE A PLASTIC COVER. 142 MECHANICAL LICENSE NO. 890694 • CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL w DESIGN, ENGINEERING ANQ INSTALLATION • 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 • 'he recipient of these plans hereby lcknowledges that all plans, details, pecificatlans ❑r methods of lstallation contained in this set of Ilans is the sole pro erty of NP AECHANICAL INC. andpthat any use If this set of plans is prohibited and is I violation of copyright laws without irst receiving permission from Fire Sprinkler Systems. CLASSIFICATION LL C-16 LICENSE NO. 890694 0, C A�-,,Fa [I] w m 0 LU C*) W U [V ti Q iLi C4 � 0 o Q inv Mr<- Z <U Z� -1 LY °° >> LLJ a. � U{j ° LLL Z CD° < UU) U �r NOTES LU 0 LU L.L. Li_ C6 Cl) a w a 04 Q ICI a 0 LU Q � LU Of Q REVISIONS No, DATE I DESCRIPTION U UJ d w_ � (-) Z O. 1 z LL u3 - Z W —1 M 00 00 PAGE NAME: PIPING PLAN DATE 03/2512016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IF SHEET IS LESS THAN 24- x W SCALE! 1 /4"=1'-0" !T IS A REDUCED PRINT SCALE REDUCEACCORD[WLY r a JOB NUMBER: F-0000 --j t Zate,, Residential ConnectionCharge Estimate June 28, 2016 Customer Name: RREF II- CWC LAQ, LLC Phone No. (760) 918-6768 Parcel No. 775-400-030 Geo. 06-07-21-2 Address: 80433 Platinum Way, La Quinta LID: 887902 Block No. Lot No. 30 Size of Lot: 6,534 sq- ft. Tract No. 36537-1 Type of Service: lit R-1: Duplex: Triplex: El El Apts: SWSC: a - Acres: 0.15 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter:: $ Meter Size: inch Meter surcharge: $ Service Size: inch Service: $ - Meter & Service: $ Backflow: $ Other:: $ - Sewer Lateral: $ - Total: $ Technician: Ruben Montiel, Fees Information Supplied By Customer Domestic Water Demand* Max. Flow= 21 gpm Min. Pressure= 38 psi Fire Sprinkler Demand* Max. Flow= 31.05 gpm Min. Pressure= 26.9 psi System Type: ❑ Multi Stand Alone * CVWD USES WORST CASE CONDITION Lake Cahuilla Calculations: 6725 PZ= .Res. # _ _ Res./Ht=32' HGL= 145' Property Elev.= -13' Notes: Tract No. 36537-1, Per Wellsite Agreement, no WSBFC. All SWSC paid on PZ 15-6563. Collect only SCC. PZ 16- 6897 mil `T'P Date: -713 CVWD System Data Service Connection** Max. Flow*= 7j tr _ C? S gpm Inlet Pressure '= �� `sj psi Outlet Pressure= 3 psi, Meter Size = 3/ `i inch Service Size=: inch_ 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve �RQFESSIp� C 79673 /Ps = 75.3 psi Po = 36.6 psi m 1" Service hL = 23.2 psi 3/4" Meter hL = 15.4 psi cm oc -F°ti P Appoved by: Jesse Aguilar Date:7-11-16 The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. cvw -950 *********This is just a QUOTE, all fees are subject to Change********* (Rev. 9/15) MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 2 Location ALT-CALC AREA 1 System Contract Data File ALT-PLAN2 CA1 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. HACIENDAS Page 1 Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date >-=03/28/16 Location - ALT-CALL AREA 1 Building - PLAN 2 Contractor - NP MECHANICAL Calculated By - M.G. Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N System No. - Contract No. - Drawing No. - 1 Non -Combustible Ceiling Height 10'0" Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation !Gpm Required 26.06 Summary C-Factor Used: W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Psi Required 20.878 AT BR Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 8.662 C2 - Residual Pressure: 18 D2 - System Flow 26.056 C2 - Residual Flow 1500 D2 - System Pressure 51.966 Hose ( Demand ) 5 D3 - System Demand - 31.056 Safety Margin 13.698 150 140 130 P 120 i R 110 E 100 S 90 S 80 U 70 — R 60 D2 E 50 D3 40 30 C2 2 0 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N111.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Fitting Legend Abbrev. Name 1/2 3/4 1 E NFPA 13 90' Standard Elbow 1 2 2 F NFPA 13 45' Elbow 1 1 1 N ' CPVC 90'EII Harvel-Spears 7 7 0' CPVC Tee - Branch 3 3 5 R " CPVC Coupling Tee - Run 1 1 1 S NFPA 13 Swing Check 0 0 5 T NFPA 13 90' Flow thru Tee 3 4 5 Units Summary Page 3 Date 03/28/16 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 7 9 11 14 16 19 22 27 32 45 55 65 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ` will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STA BARD NP Mechanical Inc. HACIENDAS Node Elevation K-Fact No. H 1 13.0 4.9 H2 13.0 4.9 H3 10.0 D1 14.0 D2 14.0 1 14.0 2 14.0 3 14.0 4 11.0 D3 11.0 5 11.0 6 11.0 TRA 11.0 8 13.0 9 13.0 10 13.0 11 11.0 12 11.0 13 14.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 C M -3.0 101 -3.0 100 -3.0 102 -3.0 SRC -7.0 Pt Actual 7.04 7.1 12 Al 6.85 6.91 7.12 9.69 10.21 11.8 11.97 12.25 14.15 14.7 13.54 13.15 11.91 12.48 11.38 9.76 2038 21.8 24.24 25.38 36.18 50.22 50.23 50.23 50.23 51.97 Pn Flow Actual na 13.0 na 13.06 na na na na na na na na na na na na na na na na na na 5.0 na na na na na na na na na The maximum velocity is 20.59 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Density Area Press Req. 0.05 256 7.039 0.05 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "" Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D1 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H2 13.06 1.101 N 7.0 1.000 7.099 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.06 0.0310 0.0 8.000 0.248 Vel = 4.40 0.0 13.06 H3 0.0 1.101 to 150.0 D3 0.0 0.0 0.0 0.0 D1 1113.00 1.101 to 150.0 1 13.0 0.0307 D2 to 1 1 to 2 0.0 13.00 6.914 K Factor = 4.97 O 5.0 1.000 12.401 0.0 5.000 -0.433 0.0 6.000 0.0 Vel = 0 I I.JVV O 5.0 3.667 6.851 0.0 5.000 0.0 0.0 8.667 0.266 7.117 K Factor = 0 Vel = 4.38 K Factor = 4.87 13.06 1.101 R 1.0 5.583 6.914 150.0 0.0 1.000 0.0 13.06 0.0308 0.0 6.583 0.203 Vel = 4.40 13.00 1.101 R 1.0 17.167 7.117 150.0 O 5.0 6.000 0.0 26.06 0.1110 0.0 23.167 2.571 Vel = 8.78 2 -13.50 1.101 R 1.0 10.167 9.688 to 150.0 N 7.0 8.000 0.0 3 12.56 0.0288 0.0 18.167 0.523 Vel = 4.23 3 0.0 1.101 N 7.0 3.000 10.211 to 150.0 0.0 7.000 1.299 4 12.56 0.0288 0.0 10.000 0.288 Vel = 4.23 4 0.0 1.101 R 1.0 4.917 11.798 to 150.0 0.0 1.000 0.0 D3 12.56 0.0287 0.0 5.917 0.170 Vel = 4.23 D3 0.0 1.101 N 7.0 2.750 11.968 to 150.0 0.0 7.000 0.0 5 12.56 0.0287 0.0 9.750 0.280 Vel = 4.23 5 0.0 1.101 7R 7.0 52.083 12.248 to 150.0 N 7.0 14.000 0.0 6 12.56 0.0288 0.0 66.083 1.901 Vel = 4.23 6 0.0 1.101 R 1.0 13.083 14.149 to 150.0 O 5.0 6.000 0.0 TRA 12.56 0.0288 0.0 19.083 0.549 Vel = 4.23 TRA -26.06 1.101 N 7.0 2.000 14.698 to 150.0 0.0 7.000 -0.866 8 -13.5 -0.0329 0.0 9.000 -0.296 Vel = 4.55 8 0.0 1.101 N 7.0 4.667 13.536 to 150.0 0.0 7.000 0.0 9 -13.5 -0.0329 0.0 11.667 -0.384 Vel = 4.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williaris NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 to 150.0 10 -13.5 -0.0329 10 0.0 1.101 to 150.0 11 -13.5 -0.0329 11 0.0 1.101 to 150.0 12 -13.5 -0.0329 12 to 13 13 to 2 0.0 1.101 150.0 -13.5-0.0329 3R 3.0 27.833 13.152 N 7.0 10.000 0.0 0.0 37.833 -1.244 N 7.0 2.000 11.908 0.0 7.000 0.866 0.0 9.000 -0.296 3 R 3.0 23.250 12.478 N 7.0 10.000 0.0 0.0 33.250 -1.093 N 7.0 3.000 11.385 0.0 7.000 -1.299 0.0 10.000 -0.329 0.0 1.101 R 1.0 1.083 9.757 150.0 0.0 1.000 0.0 -13.5-0.0331 0.0 2.083 -0.069 0.0 -13.50 TRA 26.06 1.101 to 150.0 BR 26.06 0.1110 BR 5.00 1.101 to 150.0 X 31.06 0.1535 X 0.0 1.598 to 150.0 EL 31.06 0.0250 EL 0.0 1.598 to 150.0 M 1 31.06 0.0250 M 1 0.0 0.785 to 150.0 M2 31.06 0.7980 M2 0.0 0.995 to 150.0 CM 31.06 0.2514 9.688 2R 2.0 9.000 14.698 S 9.563 11.562 JR3.898 0.0 20.562 2.282 O 5.0 1.000 20.878 0.0 5.000 0.0 0.0 6.000 0.921 E 5.828 5.000 21.799 0.0 5.828 2.166 0.0 10.828 0.271 E 5.828 40.000 24.236 0.0 5.828 0.0 0.0 45.828 1.147 0.0 1.000 25.383 0.0 0.0 10.000 0.0 1.000 0.798 T 5.841 50.000 36.181 0.0 5.841 0.0 0.0 55.841 14.041 CM 0.0 7.68 F 11.278 690.000 50.222 to 150.0 T 43.857 55.135 0.0 101 31.06 0.0 0.0 745.135 0.008 Vel = 4.55 Vel = 4.55 Vel = 4.55 Vel = 4.55 Vel = 4.55 K Factor = -4.34 Vel = 8.78 Qa=5 Vel = 10.47 Vel = 4.97 Vel = 4.97 * * Fixed Loss = 10 Vel = 20.59 Vel = 12.82 Vel = 0.22 101 -19.57 7.68 F 11.278 880.000 50.230 to 150.0 T 43.857 55.135 0.0 100 11.49 0.0 0.0 935.135 0.002 Vel = 0.08 100 0.0 7.68 2F 22.555 445.000 50.232 to 150.0 T 43.857 66.412 0.0 102 11.49 0.0 0.0 511.412 0.001 Vel = 0.08 0.0 11.49 50.233 K Factor = 1.62 101 19.57 7.68 F 11.278 485.000 50.230 to 150.0 T 43.857 55.135 0.0 102 19.57 0.0 0.0 540.135 0.003 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 11.49 7.68 to 150.0 SRC 31.06 0.0001 0.0 31.06 0.0 10.000 50.233 0.0 0.0 1.732 0.0 10.000 0.001 51.966 Vel = 0.22 K Factor = 4.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 2 Location ALT-CALC AREA 2 System Contract Data File ALT-PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - ALT-CALC AREA 2 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added Elevation at Highest Outlet - Note: Gpm System Type Psi (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 24.181 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of TesL - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 7.363 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 49.608 Hose ( Demand ) : 5 D3 - System Demand : 25.024 Safety Margin 16.068 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 D2 E 50 40 D3 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOWN^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 N - CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 01 CPVC Tee - Branch 3 3 5 6 8 10 12 15 R* CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Page 3 Date 03/28/16 31/2 4 5 6 8 10 12 14 16 18 20 24 8 10 12 14 18 22 27 35 40 45 50 61 3 4 5 7 9 11 13 17 19 21 24 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19 22 27 32 45 55 65 17 20 25 30 35 50 60 71 81 91 101 121 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculat on for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STAfjI.QARD NP Mechanical Inc. HACIENDAS Node Elevation K-Fact Pt Pn No. Actual H1 13.0 16.32 na H2 13.0 16.32 na H3 10.0 4.9 16.E na D1 14.0 15.89 na D2 14.0 15.89 na 1 14.0 15.89 na 2 14.0 15.89 na 3 14.0 15.62 na 4 11.0 16.76 na D3 11.0 16.68 na 5 11.0 16.9 na 6 11.0 18.44 na TRA 11.0 18.88 na 8 13.0 17.88 na 9 13.0 17.7 na 10 13.0 17.14 na 11 11.0 17.87 na 12 11.0 17.37 na 13 14.0 15.92 na BR 2.0 24.18 na X 2.0 24-8 na EL -3.0 27.15 na M1 -3.0 27.92 na M2 -3.0 38.45 na CM -3.0 47.87 na 101 -3.0 47.87 na 100 -3.0 47.87 na 102 -3.0 47.88 na SRC -7.0 49.61 na Flow Density Actual Page 4 Date 03/28/16 Area Press Req. 20.02 0.05 400 16.7 5.0 The maximum velocity is 16.59 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 5 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv `*"*"*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 H2 to D2 H3 to D3 D1 to 1 D2 to 1 1 to 2 2 to 3 3 to 4 4 to D3 0.0 1.101 N 7.0 1.000 16.322 150.0 0.0 7.000 -0.433 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 15.888 0.0 1.101 N 7.0 1.000 16.322 150.0 0.0 7.000 -0.433 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 15.888 20.02 1.101 O 5.0 1.000 16.700 150.0 0.0 5.000 -0.433 20.02 0.0682 0.0 6.000 0.409 0.0 20.02 16.676 0.0 1.101 O 5.0 3.667 15.888 150.0 0.0 5.000 0.0 0.0 0.0 0.0 8.667 0.0 0.0 0.0 15.888 0.0 1.101 R 1.0 5.583 15.888 150.0 0.0 1.000 0.0 0.0 0.0 0.0 6.583 0.0 0.0 1.101 R 1.0 17.167 15.888 150.0 O 5.0 6.000 0.0 0.0 0.0 0.0 23.167 0.0 -8.84 1.101 R 1.0 10.167 15.888 150.0 N 7.0 8.000 0.0 -8.84 -0.0150 0.0 18.167 -0.272 0.0 1.101 N 7.0 3.000 15.616 150.0 0.0 7.000 1.299 -8.84 -0.0150 0.0 10.000 -0.150 0.0 1.101 R 1.0 4.917 16.765 150.0 0.0 1.000 0.0 -8.84 -0.0150 0.0 5.917 -0.089 D3 20.03 1.101 N 7.0 2.750 16.676 to 150.0 0.0 7.000 0.0 5 11.19 0.0233 0.0 9.750 0.227 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.90 Vel = 0 K Factor = 0 Vel = 0 Vel = 0 Vel = 2.98 Vel = 2.98 Vel = 2.98 Vel = 3.77 5 0.0 1.101 7R 7.0 52.083 16.903 to 150.0 N 7.0 14.000 0.0 6 11.19 0.0232 0.0 66.083 1.535 Vel = 3.77 6 0.0 1.101 R 1.0 13.083 18.438 to 150.0 O 5.0 6.000 0.0 TRA 11.19 0.0232 0.0 19.083 0.443 Vel = 3.77 TRA -20.03 1.101 N 7.0 2.000 18.881 to 150.0 0.0 7.000 -0.866 8 -8.84 -0.0150 0.0 9.000 -0.135 Vel = 2.98 8 0.0 1.101 N 7.0 4.667 17.880 to 150.0 0.0 7.000 0.0 9 -8.84 -0.0150 0.0 11.667 -0.175 Vel = 2.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williapas NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """ """ Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 to 10 10 to 11 11 to 12 12 to 13 13 to 2 BR BR to X X to EL EL to M1 M1 to M2 M2 to CM CM 100 100 to 102 101 to 102 0.0 1.101 3R 3.0 27.833 17.705 150.0 N 7.0 10.000 0.0 -8.84 -0.0150 0.0 37.833 -0.568 Vel = 2.98 0.0 1.101 N 7.0 2.000 17.137 150.0 0.0 7.000 0.866 -8.84 -0.0150 0.0 9.000 -0.135 Vel = 2.98 0.0 1.101 3R 3.0 23.250 17.868 150.0 N 7.0 10.000 0.0 -8.84 -0.0150 0.0 33.250 -0.499 Vel = 2.98 0.0 1.101 N 7.0 3.000 17.369 150.0 0.0 7.000 -1.299 -8.84 -0.0150 0.0 10.000 -0.150 Vel = 2.98 0.0 1.101 R 1.0 1.083 15.920 150.0 0.0 1.000 0.0 -8.84 -0.0154 0.0 2.083 -0.032 Vel = 2.98 0.0 -8.84 15.888 K Factor = -2.22 20.02 1.101 2R 2.0 9.000 18.881 150.0 S 9.563 11.562 3.898 20.02 0.0682 0.0 20.562 1.402 Vel = 6.75 5.00 1.101 O 5.0 1.000 24.181 Qa = 5 150.0 0.0 5.000 0.0 25.02 0.1030 0.0 6.000 0.618 Vel = 8.43 0.0 1.598 E 5.828 5.000 24.799 150.0 0.0 5.828 2.166 25.02 0.0168 0.0 10.828 0.182 Vel = 4.00 0.0 1.598 E 5.828 40.000 27.147 150.0 0.0 5.828 0.0 25.02 0.0168 0.0 _ 45.828 0.769 Vel = 4.00 0.0 0.785 0.0 1.000 27.916 150.0 0.0 0.0 10.000 • * Fixed Loss = 10 25.02 0.5350 0.0 1.000 0.535 Vel = 16.59 0.0 0.995 T 5.841 50.000 38.451 150.0 0.0 5.841 0.0 25.02 0.1686 0.0 55.841 9.416 Vel = 10.32 _ 0.0 7.68 F 11.278 690.000 47.867 150.0 T 43.857 55.135 0.0 25.02 0.0 0.0 745.135 0.006 Vel = 0.17 -15.76 7.68 F 11.278 880.000 47.873 150.0 T 43.857 55.135 0.0 9.26 0.0 0.0 935.135 0.001 Vel = 0.06 0.0 7.68 2F 22.555 445.000 47.874 150.0 T 43.857 66.412 0.0 9.26 0.0 0.0 511.412 0.001 Vel = 0.06 0.0 9.26 47.875 K Factor = 1.34 15.77 7.68 F 11.278 485.000 47.873 150.0 T 43.857 55.135 0.0 15.77 0.0 0.0 540.135 0.002 Vel = 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 102 9.25 7.68 0.0 10.000 47.875 to 150.0 0.0 0.0 1.732 SRC 25.02 0.0001 0.0 10.000 0.001 Vel = 0.17 0.0 25.02 49.608 K Factor = 3.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 2 Location CALC AREA 1 System Contract Data File PLAN2 CA1 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date-- 03/28/16 Location - CALC AREA 1 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.06 Summary C-Factor Used: W Water Flow Test: A DdLe of TesL - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Psi Required 22.486JAT BR Overhead 150 Underground 150 Pump Data: Tank or Reservoir: RdLed Cdp. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NIP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Suppl : Demand: C1 - Static Pressure 65.7 D1 - Elevation 8.662 C2 - Residual Pressure: 18 D2 - System Flow : 26.056 C2 - Residual Flow 1500 D2 - System Pressure 53.573 Hose ( Demand) : 5 D3 - System Demand : 31.056 Safety Margin 12.090 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 D3 40 30 C2 _ 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Page Date 3 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 NCPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R' CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - ST�I ARD NP Mechanical Inc. 1 Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. H1 13.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 13.0 4.9 7.1 na 13.06 0.05 256 7.0 H3 10.0 12.59 na D1 14.0 6.85 na D2 14.0 6.91 na 1 14.0 7.12 na 2 14.0 9.69 na 3 14.0 10.31 na 4 11.0 11.95 na D3 11.0 12.15 na 5 11.0 12.49 na 6 11.0 14.68 na 7 11.0 14.1 na 8 13.0 12.98 na 9 13.0 12.66 na 10 13.0 11.62 na 11 11.0 12.24 na 12 11.0 11.32 na 13 14.0 9.75 na TR 11.0 16.31 na BR 2.0 22.49 na 5.0 x 2.0 23.4t na EL -3.0 25.84 na M1 -3.0 26.99 na M2 -3.0 37.79 na CM -3.0 51.83 na 101 -3.0 51.84 na 100 -3.0 51.84 na 102 -3.0 51.84 na SRC -7.0 53.57 na The maximum velocity is 20.59 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'" ''' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D1 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H2 13.06 1.101 N 7.0 1.000 7.099 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.06 0.0310 0.0 8.000 0.248 Vel = 4.40 0.0 13.06 6.914 K Factor = 4.97 H3 0.0 1.101 O 5.0 1.000 12.586 to 150.0 0.0 5.000 -0.433 D3 0.0 0.0 0.0 6.000 0.0 Vel = 0 D1 13.00 1.101 O 5.0 3.667 to 150.0 0.0 5.000 1 13.0 0.0307 0.0 8.667 6.851 0.0 0.266 0.0 13.00 7.117 D2 13.06 1.101 R 1.0 5.583 6.914 to 150.0 0.0 1.000 0.0 1 13.06 0.0308 0.0 6.583 0.203 1 13.00 1.101 R 1.0 17.167 7.117 to 150.0 O 5.0 6.000 0.0 2 26.06 0.1110 0.0 23.167 2.571 2 -12.27 1.101 R 1.0 10.167 9.688 to 150.0 N 7.0 8.000 0.0 3 13.79 0.0342 0.0 18.167 0.622 3 0.0 1.101 N 7.0 3.000 10.310 to 150.0 0.0 7.000 1.299 4 13.79 0.0342 0.0 10.000 0.342 4 0.0 1.101 to 150.0 D3 13.79 0.0341 D3 0.0 1.101 to 150.0 5 13.79 0.0342 5 to 6 6 to 7 7 to 8 8 to 9 0.0 1.101 150.0 13.79 0.0342 R 1.0 4.917 11.951 0.0 1.000 0.0 0.0 5.917 0.202 N 7.0 2.750 12.153 0.0 7.000 0.0 0.0 9.750 0.333 7R 7.0 52.083 12.486 O 5.0 12.000 0.0 0.0 64.083 2.191 Vel = 4.38 K Factor = 4.87 Vel = 4.40 Vel = 8.78 Vel = 4.65 Vel = 4.65 Vel = 4.65 Vel = 4.65 Vel = 4.65 -26.06 1.101 R 1.0 13.083 14.677 150.0 N 7.0 8.000 0.0 -12.27 -0.0276 0.0 21.083 -0.581 Vel = 4.13 0.0 1.101 N 7.0 2.000 14.096 150.0 0.0 7.000 -0.866 -12.27 -0.0276 0.0 9.000 -0.248 Vel = 4.13 0.0 1.101 N 7.0 4.667 12.982 150.0 0.0 7.000 0.0 -12.27-0.0275 0.0 11.667 -0.321 Vel = 4.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """**** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 9 0.0 1.101 to 150.0 10 -12.27-0.0276 10 0.0 1.101 to 150.0 11 -12.27 -0.0274 11 0.0 1.101 to 150.0 12 -12.27 -0.0275 12 0.0 1.101 to 150.0 13 -12.27 -0.0276 13 0.0 1.101 to 150.0 2 -12.27 -0.0278 0.0 -12.27 6 26.06 1.101 to 150.0 TR 26.06 0.1110 TR to BR BR to X X to EL EL to M1 M1 to M2 M2 to CM CM to 101 101 to 100 100 to 102 mv 26.06 1.101 150.0 26.06 0.1110 5.00 1.101 150.0 31.06 0.1535 0.0 1.598 150.0 3R 3.0 27.833 12.661 N 7.0 10.000 0.0 0.0 37.833 -1.043 N 7.0 2.000 11.618 0.0 7.000 0.866 0.0 9.000 -0.247 3R 3.0 23.250 12.237 N 7.0 10.000 0.0 0.0 33.250 -0.916 N 7.0 3.000 11.321 0.0 7.000 -1.299 0.0 10.000 -0.276 Vel = 4.13 Vel = 4.13 Vel = 4.13 Vel = 4.13 R 1.0 1.083 9.746 0.0 1.000 0.0 0.0 2.083 -0.058 Vel = 4.13 9.688 K Factor = -3.94 N 7.0 7.667 14.677 0.0 7.000 0.0 0.0 14.667 1.628 16.305 2R 2.0 9.000 16.305 S 9.563 11.562 3.898 0.0 20.562 2.283 O 5.0 1.000 22.486 0.0 5.000 0.0 0.0 6.000 0.921 E 5.828 5.000 23.407 0.0 5.828 2.166 Vel = 8.78 K Factor = 6.45 Vel = 8.78 Qa=5 Vel = 10.47 31.06 0.0250 0.0 10.828 0.271 Vel = 4.97 0.0 1.598 E 5.828 40.000 25.844 150.0 0.0 5.828 0.0 31.06 0.0250 0.0 45.828 1.146 Vel = 4.97 0.0 0.785 0.0 1.000 26.990 150.0 0.0 0.0 10.000 ` " Fixed Loss = 10 31.06 0.7980 0.0 1.000 0.798 Vel = 20.59 0.0 0.995 T 5.841 50.000 37.788 150.0 0.0 5.841 0.0 31.06 0.2514 0.0 55.841 14.041 Vel = 12.82 0.0 7.68 F 11.278 690.000 51.829 150.0 T 43.857 55.135 0.0 31.06 0.0 0.0 745.135 0.009 Vel = 0.22 -19.57 7.68 F 11.278 880.000 51.838 150.0 T 43.857 55.135 0.0 11.49 0.0 0.0 935.135 0.002 Vel = 0.08 0.0 7.68 2F 22.555 445.000 51.840 150.0 T 43.857 66.412 0.0 11.49 0.0 0.0 511.412 0.001 Vel = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " ***` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.49 101 19.57 7.68 to 150.0 102 19.57 0.0 102 11.49 7.68 to 150.0 SRC 31.06 0.0 0.0 31.06 51.841 F 11.278 485.000 51.838 T 43.857 55.135 0.0 0.0 540.135 0.003 0.0 10.000 51.841 0.0 0.0 1.732 0.0 10.000 0.0 53.573 K Factor = 1.60 Vel = 0.14 Vel = 0.22 K Factor = 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 2 Location CALC AREA 2 System Contract Data File PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - CALC AREA 2 Building - PLAN 2 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point -- 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 24.990 ;AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A DaLe ul TesL RaLed Cap. Cap,. T Time of Test - @ Psi Elev. E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: C1 -Static Pressure 65.7 D1 - Elevation 7.363 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 50.416 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin 15.260 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 D3 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 11 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Page 3 Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 1'A 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 NCPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R' CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculaVon for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STADARD NP Mechanical Inc. HACIENDAS Node Elevation K-Fact Pt No. Actual H 1 13.0 16.22 H2 13.0 16.22 H3 10.0 4.9 16.7 D 1 14.0 15.79 D2 14.0 15.79 1 14.0 15.79 2 14.0 15.79 3 14.0 15.57 4 11.0 16.75 D3 11.0 16.68 5 11.0 16.94 6 11.0 18.69 7 11.0 18.44 8 13.0 17.46 9 13.0 17.32 10 13.0 16.87 11 11.0 17.63 12 11.0 17.23 13 14.0 15.81 TR 11.0 19.69 BR 2.0 24.99 X 2.0 25.61 EL -3.0 27.96 M 1 -3.0 28.72 M2 -3.0 39.26 cm -3.0 48.68 101 -3.0 48.68 100 -3.0 48.68 102 -3.0 48.68 SRC -7.0 50.42 Pn Flow Density Actual na na na 20.02 na na na na na na na na na na na na na na na na na na 5.(] na na na na na na na na na The maximum velocity is 16.59 and it occurs in the pipe between nodes M1 and M2 0.05 Page 4 Date 03/28/16 Area Press Req. 400 16.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 0.0 1.101 150.0 0.0 0.0 0.0 0.0 H2 0.0 1.101 to 150.0 D2 0.0 0.0 0.0 0.0 H3 20.02 ' 1.101 to 150.0 D3 20.02 0.0682 D1 to 1 D2 to 1 1 to 2 _2 to 3 3 to 4 4 to D3 D3 to 5 5 to 6 6 to 7 7 to 8 8 to 9 N 7.0 1.000 16.218 0.0 7.000 -0.433 0.0 8.000 0.0 15.785 N 7.0 1.000 16.218 0.0 7.000 -0.433 0.0 8.000 0.0 15.785 O 5.0 1.000 16.700 0.0 5.000 -0.433 0.0 6.000 0.409 0.0 20.02 16.676 0.0 1.101 O 5.0 3.667 15.785 150.0 0.0 5.000 0.0 0.0 0.0 0.0 8.667 0.0 0.0 0.0 15.785 _ 0.0 1.101 R 1.0 5.583 15.785 150.0 0.0 1.000 0.0 0.0 0.0 0.0 6.583 0.0 0.0 1.101 R 1.0 17.167 15.785 150.0 O 5.0 6.000 0.0 0.0 0.0 0.0 23.167 0.0 -7.82 1.101 R 1.0 10.167 15.785 150.0 N 7.0 8.000 0.0 -7.82 -0.0119 0.0 18.167 -0.217 0.0 1.101 N 7.0 3.000 15.568 150.0 0.0 7.000 1.299 -7.82 -0.0120 0.0 10.000 -0.120 0.0 1.101 R 1.0 4.917 16.747 150.0 0.0 1.000 0.0 -7.82 -0.0120 0.0 5.917 -0.071 20.02 1.101 N 7.0 2.750 16.676 150.0 0.0 7.000 0.0 12.2 0.0273 0.0 9.750 0.266 0.0 1.101 7R 7.0 52.083 16.942 150.0 O 5.0 12.000 0.0 12.2 0.0273 0.0 64.083 1.748 -20.02 1.101 R 1.0 13.083 18.690 150.0 N 7.0 8.000 0.0 -7.82 -0.0120 0.0 21.083 -0.253 0.0 1.101 N 7.0 2.000 18.437 150.0 0.0 7.000 -0.866 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.90 Vel = 0 K Factor = 0 Vel = 0 Vel =0 Vel = 2.64 Vel = 2.64 Vel = 2.64 Vel = 4.11 Vel = 4.11 Vel = 2.64 -7.82-0.0120 0.0 9.000 -0.108 Vel = 2.64 0.0 1.101 N 7.0 4.667 17.463 150.0 0.0 7.000 0.0 -7.82-0.0120 0.0 11.667 -0.140 Vel = 2.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. ' HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *" ""* Notes '""`" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1.101 3 R 17.323 9 0.0 3.0 27.833 to 150.0 N 7.0 10.000 0.0 10 -7.82 -0.0120 0.0 37.833 -0.453 Vel = 2.64 10 0.0 1.101 N 7.0 2.000 16.870 to 150.0 0.0 7.000 0.866 11 -7.82 -0.0120 0.0 9.000 -0.108 Vel = 2.64 11 0.0 1.101 311 3.0 23.250 17.628 to 150.0 N 7.0 10.000 0.0 12 -7.82 -0.0120 0.0 33.250 -0.399 Vel = 2.64 12 0.0 1.101 N 7.0 3.000 17.229 to 150.0 0.0 7.000 -1.299 13 -7.82 -0.0120 0.0 10.000 -0.120 Vel = 2.64 13 to 2 6 to TR TR to BR BR to X_ X to EL 0.0 1.101 150.0 -7.82-0.0120 0.0 -7.82 20.02 1.101 150.0 20.02 0.0682 0.0 20.02 20.02 1.101 150.0 20.02 0.0682 5.00 1.101 150.0 25.02 0.1030 0.0 1.598 150.0 25.02 0.0167 EL 0.0 1.598 to 150.0 M 1 25.02 0.0168 M 1 0.0 0.785 to 150.0 M2 25.02 0.5350 M2 0.0 0.995 to 150.0 CM 25.02 0.1686 CM 0.0 7.68 to 150.0 101 25.02 0.0 101 -15.76 7.68 to 150.0 100 9.26 0.0 100 0.0 7.68 to 150.0 102 9.26 0.0 R 1.0 1.083 0.0 1.000 0.0 2.083 N 7.0 7.667 0.0 7.000 0.0 14.667 2R 2.0 9.000 S 9.563 11.562 0.0 20.562 O 5.0 1.000 0.0 5.000 0.0 6.000 E 5.828 5.000 0.0 5.828 0.0 10.828 E 5.828 40.000 0.0 5.828 0.0 45.828 0.0 1.000 0.0 0.0 0.0 1.000 T 5.841 50.000 0.0 5.841 0.0 55.841 F 11.278 690.000 T 43.857 55.135 0.0 745.135 F 11.278 880.000 T 43.857 55.135 0.0 935.135 2F 22.555 445.000 T 43.857 66.412 0.0 511.412 15.810 0.0 -0.025 15.785 18.690 0.0 1.000 19.690 Vel = 2.64 K Factor = -1.97 Vel = 6.75 K Factor = 4.51 19.690 3.898 1.402 Vel = 6.75 24.990 Qa = 5 0.0 0.618 Vel = 8.43 25.608 2.166 0.181 Vel = 4.00 27.955 0.0 0.769 28.724 10.000 0.535 39.259 0.0 9.417 48.676 0.0 0.006 48.682 0.0 0.001 48.683 0.0 0.001 Vel = 4.00 ' ` Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.06 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***'*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 9.26 101 15.77 7.68 to 150.0 102 15.77 0.0 102 9.25 7.68 to 150.0 SRC 25.02 0.0 0.0 25.02 F 11.278 485.000 48.682 T 43.857 55.135 0.0 0.0 540.135 0.002 0.0 10.000 48.684 0.0 0.0 1.732 0.0 10.000 0.0 50.416 K Factor = 1.33 Vel = 0.11 Vel = 0.17 K Factor = 3.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ja 0 Reml ble A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features 1. Very low water flow requirements. 2. Cover plate attachment (Plain or Perforated) with'/z" (13mm) Total adjustment. 3. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and'/2" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily �i Bulletin 006 Rev. I Model HFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers Plain Cover Plate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. CD D 0 0 0 M Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop -down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop -down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 25/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight'/z" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter -clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler P � CCP Assembly Max. y Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating Factor Pressure Inch (mm) Inch (mm) psi (bar) ,F °C OF °C °FTemp.°C RFC 30 (RA0611) 1/2'. (15) 21/, (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC43 (RA0612) 1/2" (15) 3/e (10) 165 74 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) 1/2" (15) 7/16 (11) 165 74 135 57 100 1 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing, (165°Ff74°C) area Ft x Ft (m x m) Ft (m) Flow _TPressure GPM (Vmin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11.0 (0,76) For Ceiling types refer to NFPA 13, 13R or 13D Top of Deflector Installation Minimum to Ceiling Type Spacing Inch (mm) Ft (m) Smooth Ceilings 1/2 to 1 (13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams 1/2 to 1 (13 to 25,4) 2. RFC 43 ' Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F/74°C) area Ft x Ft (m x m) Ft (m) Flow Pressure GPM (Umin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3.6) 12(4,5) 7.8 (0,54) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) 18 x 18 (5,5 x 5,5) 18(5,5) 18 (68) 17,5 (1,21) 20 x 20 (6,1 x 6.1) 20(6,1) 21 (79) 23.8 (1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Top of Deflector Installation Minimum to Ceiling Spacing Inch (mm) Type Ft (m) Smooth Ceilings'/2 to 1 (13 to' 4) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams'/2 to 1 (13 to 25.4) Max. Coverage Ordinary Temp. Rating Top of Deflector Minimum area Max. Spacing (1650 4°C to Ceiling Installation Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Type Ft (m) GPM Umin PSI bar Smooth Ceilings'/2 to 1 (13 to 25.4) 12 x 12 (3,6 x 3,6) 12(3,6) 13 (49) 7.0 (0,48) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4.9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'/2 to 1 (13 to 25A) Concealed 8(2,4) 18 x 18 (5,5 x 5,5) 18 (5,5) 17 (64,3) 12.0 (0,83) 20 x 20 (6,1 x 6,1) 20(6,1) 20 (75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non -operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop -down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Thermal element shall consist of an approved black -painted beryllium -nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon -coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a'/16" , 3/e" and'/,6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (57C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a'/2" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop -down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop -down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty — specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA0611 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 191 Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On Feature Cover Plate Finishes(') Standard Finishes Chrome White Paint Special Application Finishes (2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome (') Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi -gloss, unless specified otherwise. (2) For the perforated style cover - plate, consult factory for avail- ability on these and other cus- tom finishes.. I' x 1/2" REDUCING TEE OR ELBOW 7�" [66..5.5mmJ 2" [58.42mm] DIA HOLE IN CEILING CUP i I 2" [50.8mm] MAX. j FACE OF FITTING " [12.70mm] MAX. t t I TO FACE OF CEILING COVER ADJUSTMENT DIMENSION ♦��♦ 1/2" [12.70mm] MIN. TO / / I' [25.4mm] MAX. CEILING I / / / / / / / DROPPED DEFLECTOR TO CEILING CEILING " [4.96mm] FLAT COVER PLATE 3" [84.21mm] DGI. ASSEMBLY OVER PLATE.- 1 2" 12-7mm] AOJUSTMENT &WWW The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries - Manufactured by r lReliableo Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www,reliablesprinkler.com Internet Address Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/14 P/N 9999970261 Bulletin 135 Rev.G Model F1 Residential Sprinklers for Design Density of .05 gpM/ft2 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpnVW Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17, F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSW Recessed HSW/F2 21. F1 Res 44 SWC 22. F1 Res 40 HSW 23. F1 Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) ar fast response sprinklers combining excellent durability high sensitivity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs 5, 6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers permit th efficient use of residential water supplies for sprinkle coverage in residential fire protection design. The Reliable Automatic Sprinkler Co., Inc., F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 F1 Res 30, 49, 58 & 76 CCP Pendent -7 F1 Res 30, 49, 58 & 76 Recessed Pendent/FP F1 Res 44 & 58 Recessed HSW/F2 F1 Res 44 SWC F1 Res 40 Recessed HSW/F2 CO CT, X The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive glass -bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting ■ Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: 1/2" NPT (R1/2) • K-Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 4.0 (Actual) - F1 Res 40 HSW Sprinkler e ■ Density: Minimum 0.05 gpm/ft2 Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and e sprinkler type are in accordance with the latest r published standards of The National Fire Protection Association or the approving authority having jurisdiction. 103 Fairview Park Drive, Elmsford, New York 10523 Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Madel D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & • Model F1 Res 30, 49, 58 & 76 Pendent 135FC03 Fig. 1 M SE: SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Ilse of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 and 40 HSW with a ceiling to deflector distance of 4" -12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Escutcheon*_ F1 or F2. Data: Model F1 Res 30 Recessed Pendent/F2 • Model F1 Res 49, 58 & 76 Recessed Pendent / F1 1 escutcheon, /" (19mm) adjustmet Fig. 2 TYPe Adjustment "A" Face of fitting to ceil Inch (mm) Inch (mm) mn g Inch F1 %(19.0) Min.=%" (19,1) Maxi =11 38.1 Y -1/e (4.7-24.0) s F2 Y2(12.7) Min.=1%s" (23.8) Max.=11 " 38.1 . %s -111s (4.7 - 17.4) " Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent 2. Technical Data: F1 Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max. Max Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Ratingpsi _Temp. Factor Inch (mm) -F -C (bar) of IoC (mm) /(R'/,)T Z/" (8'2) 175 79 175 (12) 100 38 3.0 2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing Flow Pressure gpm (Lpm) psi (bar) 12 x 12 (3.6x3,6) 8(30.3) 7.0 0.48 14 x 14 4.3x4.3 10 37.8 11 0.76 Sprinkler Identification Number IN R3511 Technical Data: F1 Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Actual Sprinkler Thread Orifice Temp. pure Ambient K Length Size Inch Rating _. psi Tem • Factor Inch (mm) -F -C (bar) OF OC (mm) Y," NPT 6 (11) 155 650 g 175 (12) 100 66 4.9 �2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 47 (100mm) Max. Sprinkler Spacing ft m Flow gpm (Lpm) E74 Sprinkler Identification Number SIN 12 x 12 (3.6x3.6 13 49 R3516 14 x 14 4.3x4.3 13 49 16 x 16 4.9x4.9 13 49 7.0 0.48 18 x 18 5.5x5.5 17 (64.3) 12.0 (0.83) 20 x 20 6.1 x6.1 20(75.7) 16.7(1.14) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6) 15 57 9.4 (0.65). R3516 14 x 14 4.3x4.3 16 60.5 10.6 0.73 16 x 16 4.9x4.9 17(64.3) 12.0 (0.83 18 x 18 5.5x5.5 19 72 15.0 1.0 20 x 20(6.1 x6.1) 22 (83.2) 20.2 (1.4) *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. pure Ambient K Length Size Inch Rating psi Temp- Factor Inch °F °C (mm) (bar) -F -C (mm) 1/2" NPT /" (13) 155 69 175 (12) 160 66 5.8 2.25 (57) Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft m Inch mm Number (SIN 12 x 12 3.6x3.6 16 61 7.6 0.53 (25-100) R3513 14 x 14 4.3x4.3 16(61) 7.6(0.53) 16 x 16 4.9x4.9) 16(61) 7.6(0.53) 18 x 18 5.5x5.5 19 72) 10.8 0.75 20 x 20 6.1 x6.1) 22(83.3) 14.4 (1.0) 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent Nominal Sprinkler Max Max Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi T Factor Inch (mm) T 'C (bar) (mm) %'I NPT I%Z" 155 68 1175(12) 100 38 7,6 2.25 (57) R3A) 13.5) 1175 79 150 66 Max. Sprinkler Flow Spacing gpm (Lpm) ft m Sprinkler Pressure pIdentification psi (bar) Number SIN 12 x 12 3.6x3.6) 21 7.6 0.53 7.6 0.53 R7618 14 x 14 4.3x4.3 21 21 16 x 16 4.9x4.9 7.6 0-53 7.6 0.53 9,2 (0.63) 18 x 18 5.5x5.5 21 20 x 20 (6.1 x6.1) 23 Model F1 Res 30, 49, 58 & 76 CCP Pendent 2 5/8" [56.7mm] DIA 2 5/16" DIA. HOLE IN CEILING [58.7mm] CUP =" 1"x1/2" REDUCER CUP � 1 CEILING •-I 7 7/4' [J 1. 5mm] MAX. FACE OF FITTING r. TO FACE OF CEILING DIMENSION COVER ADJUSTMENT HEIGHT i 3 5/16"' DIA 7 35FG04D [84. 1 mm] F1 RES 30, 49, 58 & 76 CCP PEND. Fig. 3 NOTE: The F1 Res 76 will use a 1" x 3/4' reducer. • Model F1 Res 30, 49, 58 & 76 Recessed Pendent / FP FP pus h-onAhread -off escutcheon 2 5/8' Dk (66.7—] HOLE IN CEILING 2 5/16- DK - [58.7mm] CUP r L I I I' x 1/2' REOOCEN ----I----- L J CEILING 1 1/2' [J& I—] MAx. FACE of FlTONG }q - -- - TO FACE OF CEUW 1/2- (1-U-1 MAx. A FP ADJUSTMENT } Fig. 4 0 Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent / FP Nominal Sprinkler OIP '�� Max Sprinkler Thread Orifice Temp. emp Prime Ambient K Lenglh Size Inch Ratirtg Temp. Factor Inch (mm) (mm) o -C T0 of I o ,/2 NPT z%;' (8.2) 155 68 135 57 175 (12) 100 38 3.0 (57) Max. Sprinkler low Sprinkler Spacing gpm(Lpm) psi (ba) Identification Number SIN 2 R3511 14 x 14 4.3x4.3) 11(41,6) 13.4 (0.92) Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent / FP Nominal Sprinkler CCP Max Thread Orifice Temp. =31Y Max.. Ambient K ire Size Inch Rating emp' psi(NI) Temp. Factor (mm) o of I °C y2„ NPT `',s' (11) 155 68 135 57 175 (12) 100 38 4.9 Sprinkler CCP Options Data: _ Inch Cover Adjustment CCP Height (Mn) Inch (mm) Inch (mm) Y, (12.7) 'V, (24) 2.25 (57) % (7.9) X (19) Max. Sprinkler Spacing Flow Pressure gpm (Lpm) psi (bar) Sprinkler Identification Number W 12 x 12 1 4 7. .4 R3516 4 7 i 18 x 1 20x2 6.16.1 2 1.14 FP Data "A": FP Position A Inch (mm) Max. Recessed Y. 01) Min, Recessed 1%;(24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: 171 Res 58 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Sprhkier Thread Orifice Temp. �T;: Pressue Ambient K Length Size Inch Rating psi Temp. Factor Inch (mm)o 00 (bar) (mm) o o Y(RNPT (13) 155 68 135 57 175 (12) 100 38 5.8 2.25 (57) Max. Sprinkler Flow Pure Sprinkler Spacing Identification r+ ice,► I gpm (Lpm) psi (bar) , ti,,mhar MKII R3513 Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler OIP Max Max. Thread Orifice Temp. Asseiily TBMR Pressrae Ambient K Sprinkler Size Inch Rating patimpsi Temp Factor Le �) (mm) (bar) of o 3/4" NPT l%Z" 13. 155 175 68113,51 79 57 1 175 (12) 100 38 7.6 2.25 (57) Max. Sprinkler Spacing ft !m) 1 Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Numt ikSJB 21 7 R7618 1 4_ x4_ 7 1 x 1 x _4 F 0 x 20 10. .74 5. • Model F1 Res 44 & 58 HSW Technical Data: F1 Res 44 HSW & HSW/F2 Nominal Max Max Sprirller Thread Orifice TemPL Presm a Ambient K Sim Inch psi T Factor Inch T I -C (mm) (bar) I T I -C (mm) 'h° NPT (RI/2) Y" (10) 155 175 68 79 175 (12) 100 150 38 66 4.4 2.45 (62) • Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutcheon, r" [13mm adius.. 1 Escutcheon, F2, Data: Adjustment Face f arltlting T Type Inch (mm) Inch mm F2 /(13) 3/,5-", 4.7-17.4 Max. Sprinkler Spacing I ft(m) Ceiling -to- Dflector Inch mm Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 3.6x3.6 4-6 (101-152) 155 68 175 79 12(45.4) 7.5 0.52 R3531 14 x 14 4.3x4.3 155 68 175 79 14 53.0 10.2 0.71 16 x 16 4.9x4.9 155 68 175 79 16 60.6 13.3 0.92 16 x 18 4.9x5.5 155 68 175 79 18 68.1 16.8 1,16 18 x 18 5.5x5.5 155(68). 175 79 19 72.0 18.7 1.29 16 x 20 4.9x6.1 155 68 175 79 23(87.1) 27.4 1.89 12 x 12 3.6x3.6 (1526 - 12 - 155 68 175 79 14(53.0) 10.2 0.71 14 x 14 4.3x4.3 155 68 175 79 16 60.6 13.3(0.92) 16 x 16 4.9x4.9 155 68305) 175 79 17(64.4) 15.0 1.04 16 x 18 4.9x5.5) 155 (68) 175.(79) 20(75.7) 20.7 1.43 16 x 20 4.9x6.1 155 (68) 175(79) 23(87.1) 27.4 (1.89 CLl Technical Data: F1 Res 58 HSW & HSW/F2 Nominal Sprinkler Max. Max Spredder Thad Orifice Temp. Remo Ambient K n Size Inch psi T Factor Inch OF -C (mm) (bar) (mm) 1/2" NPT R /2 �� (13) 155 175 68 79 175 (12) 100 150 38 66 5.8 2.45 (62) Escutcheon, F2, Data: Adjustment Face of Fitting Type Inch (mm) ll Inch mm F2 % (13) 3, -1', (4.7 - 17.4) Max. Sprinkler Spacing ft (m) Ceiling -to- Deflector Inch mm Sprinkler Temp. Rating F (C) Flow 9pm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 3.6x3.6 (1 4 - 52) 155 68) 175 79 16(60.6) 7.6(0.53) R3533 14 x 14 4.3x4.3 155 68 175 79 18 68.2 9.7 0.67 16 x 16 4.9x4.9 155 68 175 79 21 79.5 13.2 0.91 16 x 18 4.9x5.5 155 68 175 79 25 94.7 18.6 1.28 16 x 20 4.9x6.1 155 68 175(79.) 29 109.8 25 1.73 12 x 12 3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 22 83.3 14.4 (1.0) 14 x 14 4.3x4.3 155 68 175 79 22 83.3 14.4 1.0 16 x 16 4.9x4.9) 155 68 175 79 26 98.4 20.1 1.39 16 x 18 4.9x5.5 155(68) 175 (79) 31(117.4) 28.6 (1.97 7. • Model F1 Res 44 SWC to 12 [10I.80mm To I 1/," (J 1.75mm] Morimum 30+.80mm] Fare 0I Fitting To Woll Dimension PUSH ON COVER. THEN TURN TO ADJUST UNOL TIGHT AG4IN51' NHL!_ 1 • X 1/2' Reducer -7 r, r Recommended ; Wol/ Hole 2 S/fli" �� 2 518• [58.74mm] J 5/16• [66.68-1 Dia. Iy _.I L_ Dia. rr i TURN COLLAR UNTIL TIGHT AGUNST SPRINKLER 1 21/J2• WRENCH BOSS. P [42.07mm] I-15Fye7 1/2" [12.70mm] Adjustment F1 RES 44 SWC Fig. 5 Technical Data: F1 Res 44 SWC Nominal 11Yead Orifice bPM Temp. c�,overTemp �g Max Piessu�e Max. Ambient%mp. K S�i� Leigh Sim Inch �c psi Factor Inch (mm) T I r0 (bar) T I -C (mm) //RNPT ya° 00) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Max. Sprinkler Spacing ft (m) «A„ Ceiling to- Deflector Inch mm Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 3.6x3.6 (1 4 - 52) 13 (49.2) 8.7 Oc60 R3531 14 x 14 4-3x4.3 14 53.0 10.2 .0.71 16 x 16 4.9x4.9 17 64.3 15.0 1.1 16 x 18 4.9x5.5 19 71.8 18.7 1.13 16 x 20 4.9x6.1 23(87.1) 27.4 1.89 12 x 12 3.6x3.6 6-12 (152-305) 14 52.9 10.2 0.71 14 x 14 4.3x4.3) 15 56.7 11.7 (0.81). 16 x 16 4.9x4.9 18(68.1) 16.8 (1.16). 16 x 18 (4.9x5.5) 20 (75.6) 20.7 (1.43) 2. • Model F1 Res 40 HSW 135FG05 Fig. 6 Technical Data: F1 Res 40 HSW & HSW/F2 Nominal SlPflnkler Max Max SpWder Thread Orifice Temp. Pressure Ambient K See Inch psi T Factor � -F I cC (mm) -F -C (bar) (mm) 1/2" NPT (R/2) �� (10) 155 68 175 79 175 (12) 100 150 38 66 4.0 2.45 (62) 1 • INiodel F1 Res 40 Recessed HSW/F2 F2 escutcheon, Y2" (13mm adjustment FACE OF FITTING TO WALL DIMENSION 1 1/4" MIN. [31.8mmJ 2 1/4" HOLE OW. 1�• ;q• [57.2mm] CEILING TO DEFLECTOR 1 " X 1/2" REDUCER DIMENSION 1 15/16" [49.2mm] 2 27/32" DA. [72.2mml TURN TIGHT AGAINST SPRINKLER I WRENCH BOSS. h]4 1/2" [1-m) IJ5FW6-C ADJUSTMENT F1 RE5 58, 44 & 40 HSWfF2 Fig. 7 Escutcheon. F2. Data: Type Adjustment Face of Fitting o ll Inch (mm) Inch mm F2 (13) 3 -" (4.7 - 17.4) Max. Sprinkler A„ Ceiling -to- Sprinkler Temp. Flow Pressure Sprinkler Spacing Deflector Rating gpm psi (bar) Identification ft (m) Inch mm F (C) (Lpm) 10.6(0.73) Number (SIN) R3538 12 x 12 3.6x3.6 (101 52) 155 68) 175(79) 13 49.0 14 x 14 4:3x4,3) 155 68 175(79) 16 60.5 16.0 1.10 16 x 16 4.9x4.9 155 68 17 64.3 18.1 1.24 16 x 16 4.9x4.9 175 79 18 68.1 20.2 1.39 16 x 18 4,9x5.5 155 (68) 175(79) 20(75.7) 25.0(1.72) 18 x 18 5.5x5.5 155(68) 175(79) 22 83.3 30.2(2.08) . 16 x 20 4.9x6.1 155(68) 175.(79) 23 (87.0). 33.1(2.28) 12 x 12 3.6x3.6 5 -122-305) (1 155 68 175 79 13 (49.0 10.6 .0.73 14 x 14 4.3x4.3) 155 68 175(79) 17(64.3) 18.1 1.24 16 x 16 4.9x4.9) 155(68) 175(79) 20(75.7) 25.0 (1.72) 9. Finishes(') Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated S ecial Application Finishes Sprinkler F1, F2' Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76, F1 Res 44 and F1 Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, 3prinklor3 should remain in the original cartonG and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpmlft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector -to -ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a'/z" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (6811C)] [1750F (79°C)]. Sprinklers shall have a nominal K4actor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 30,49 & 58 Recessed Pendent/F2, Model F1 Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engine red to provide a minimum design density of 0.05 gpm over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector -to -ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a'/z" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1551F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 3.0, 49 & 58 Recessed Pendent/F1 ] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). 10. Model F1 Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (6811C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the. sprinkler cup shall be a push -on and thread -off design allowing a 1/2" cover plate adjustment. Cover plate temperature rating shall be 135OF (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- spec[fy]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 RES 40 and F1 Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model F1 Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from t4/12] to [81121, the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 112" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic �arts, and having a temperature rating of [155°F (6811C)] 75OF (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40, SIN R3538 (Bulletin 135). Model F1 Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 40 horizontal sideviwall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 112' adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish-- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 40/F2, SIN R3538 (Bulletin 135). Model F1 Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a'/z" NPT thread. Water sea[ assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a. nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, SIN R3531 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with'/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish - specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gprre over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineergd to provide a minimum design density of 0.05 gpmlft` over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 34" NPT thread, Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [1550F (68°C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish - specify]. Recessed' escutcheon assembly shall be a steel, two-piece escutcheon [with'/2" adjustment (Model F2)] [with 3/4" adjustment (Model F1)] [of push -on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed PendenVF1 ] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gprn over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having atemperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a'/2" cover plate adjustment. Cover plate temperature rating shall be 135OF (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color - specify]. ]. Concealed pendent sprinklers shall be Reliable Mode] F1 Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliableo The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www,reliablesprinkler,com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U,S.A. 06108 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - c trs 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre -drill. 3/4" - 3" Copper pipe - #905 screw - no pre -drill. 3/4" - 3" Steel pipe - 1/4"xl1/2" lag screw - no pre -drill. in STEEL - min. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed to be compatible ONLY with otherAFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following wantinty restriction will apply. DISCLAIMER - AFCON will NOT wan ant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever tier any direct or indirect, incidental or consequential damages orany kind, including but not limited to loss or business or profit, when non-AFC'OA' products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - °D.. 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre -drill. 3/4" - 2" Copper pipe - #905 screw - no pre -drill. in STEEL - min. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Hanger - Wood Stttd Side View - For Drawings Below Hanger - Metal Stud Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON pioducu including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warnant against the failure or its products when used in combination wish other products, parts or systems not manu ructured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - c us 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hangcr. INSTALLATION - Per NFPA 13, 13R and 13D on side or top of beam. Space by pipe type. SPECIAL NOTE: when installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre -drill. 3/4" - 2" Copper pipe - #905 screw - no pre -drill. 3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON4905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other: AFCONproducts including parts and fasteners, resultiue in a listed sway brace, restrainer or hanger assembly Be advised the following warranty restriction will apply. DISCLAIMER - AFCON wiI I NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. �J MATERIAL - Carbon Steel. i/V FINISH - Mil. Galvanized.. LISTING/APPROVAL - c as 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - 3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 '/2" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 311 Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13, 13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4' SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre -drill. 3/4" - 2" Copper pipe - #905 screw- no pre -drill. 3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL - min. 18 GA. - 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = S wt +250lbs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center -line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately_ #906 ,� n of . a p a— l> I Listed Restraint thru 2" Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following %anaaty restriction will apply, DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages orany kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 6/08 Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) -7v f IV ' #vle bw,�'b. bar` Size 3/4- Part Number 34PIPE :.. • 240 ft 1 1 PIPE 150 ft 1-1/4" 114PIPE 105 ft 1-1/2" 112PIPE 75 ft 2" 2PIPE 60 ft 2-1/2" 212PIPE 30 ft 3" 3PIPE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Tee Reducing Tee 0 Size 3/4" Part Number V5011-007 Box • 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 si�.e 3/4"x3/4"xl" Part Number V5011 R-102 Box • 10 1 "x3/4"x3/4" V5011 R-125 100 1"x3/4"xl" V5011R-126 10 1 "xl "x3/4" V5011 R-131 100 1-1/4"xt"0/4" V5011R-157 5 1-1/4"xl"xl" V5011R-158 25 1-1/4"xl"x1-1/4" V5011R-159 5 1-1/4"x1-1/4"x3/4" V5011 R-167 25 1-1/4"xl-1/4"xl" V5011 R-168 25 1-1/4"xl-1/4"xl-1/2" V5011 R-169 5 1-1/2"xl-1/4"0/4" V5011 R-201 5 1-1/2"xl-1/4"xl" V5011R-202 5 1-1/2"x1-1/2"x3/4" V5011 R-210 25 1-1/2"xl-1/2"xl" V5011R-211 25 Size I Part Number I Box Qry Tee (continued) 2" V5011-020 2 2-1/2" V5011-025 1 3" V5011-030 1 Size I Part Number Box • Reducing Tees (continued) 1-1/2"xl-1/2"x1-1/4" V5011R-212 5 1-1/2"xl-1/2"x2" V5011R-213 5 2'W"x3/4" V5011 R-248 2 2"x2"xl" V5011R-249 10 2"x2"xl-1/4" V5011 R-250 2 2"x2"xl-1/2" V5011R-251 2 2-1/2"x2-1/2"x1" V5011R-289 1 2-1/2"x2-1/2"xl-1/4" V5011R-290 1 2-1/2"x2-1/2"xl-1/2" V5011R-291 1 2-1/2"x2-1/2"x2" V5011 R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3'W-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Standard Fittings continued from Pc._ 1 90' Elbow 45' Elbow Cross 84 Coupling Reducing Coupling Bushing Cap sjzr� Part Number 3/4" V5007-007 I Box • 250 1" V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 2" V5007-020 10 Size 3/4" Part Number V5035-007 Box • 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 4 Size 3/4" Part Number V5001-007 Box • 250 1" V5001-010 100 1 1/4" V5001012 25 1-1/2" V5001-015 25 Size 1" x 3/4" Part Number V5001 R-131 Box • 10 1-1/4" x 1" V5001R-168 5 1-1/2" x 3/4" V5001 R-210 5 1-1/2"x 1" V5001R-211 5 Size 1" x 3/4" Part Number V5018-131 Box • 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1" V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1" V5018-211 25 1-1/2" x 1-1/4" V5018-212 25 2" x 3/4" V5018-248 2 2 x 1" V5018-249 2 3/4" NumberSize Part V5017-007 Box • 250 1 V5017-010 100 1-1/4 V5017-012 5 1-1/2" V5017-015 5 Size I Part Number —1 Box • 90° Elbow (continued) 2-1/2" V5007-025 1 3" V5007-030 1 1" x 3/4" V5007R-131 100 Size Part Number I Box • 45° Elbow (continued) 2" V5006-020 2 2-1/2" V5006-025 1 3" V5006-030 1 Size Part Number I Box ■ Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1"xl"x3/4"x3/4 V5035R-131 10 Size Pail Number Box • Coupling (continued) 2" V5001-020 10 21/2" V5001 025 1 3" V5001-030 1 Size I Part Number —1 Box • Reducing Coupling (continued) 1-1/2" x 1-1/4" V5001 R-212 5 2' x 1' V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Size Part Number Box • Bushing (continued) 2" x 1-1/4" V5018-250 2 2" x 1-1/2" V5018-251 2 2-1/2" x 1-114" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2' V5018-338 1 3" x 2-1/2" V5018-339 1 Size Part Number I Box • Cap (continued) 2 V5017-020 2 2-1/2" V5017-025 1 3" V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTICTM' Sprinkler Size Part Number• Head Adapter 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 ` Brass starter thread molded into plastic, virtually eliminating cross -threading Female Sprinkler Head Adapter with Metal Thread Insert Size 3/4" x 1/2" Part Number V5003SBI-101 Box Qty. 100 1,, x 1/2" V5003SBI-130 50 1" x 3/4" V5003SBI-131 10 Spigot Female Sprinkler Size Part Number Box Qty. Head Adapter with Metal Thread Insert 3/4" x 1/2" V50032SBI-101 100 11" x 1/2" V50032SBI-130 50 Sprinkler Head 90 with Metal Thread Insert Sprinkler Head Tee with Metal Thread Insert ft Size 3/4" x 1/2" Part Number V50073SBI-101 Box • 100 1" x 1/2" V50073SBI-130 50 1" x 3/4" V50073SBI-131 10 1-1/4" x 1/2" V50073SBI-166 5 Size 1"xl"xl" Part Number V5012SBI-010 Box • 50 3/4"x3/4"xl/2" V5012SBI-101 10 1"x1"xl/2" V5012SBI-130 50 1-1/4"x1-1/4"x1/2" V5012SBI-166 5 1-1/2"xl-1/2"xl/2" V5012SBI-209 5 2"x2"xl/2" V5012SBI-247 2 Size I Part Number I Box • 5prinkler f lead TGc ti:IMEnI Ttvead Inserts i_antII iuc•ai 1"x3/4"xl/2" V5012RSBI-124 10 1-1/4"xl"xl/2" V5012RSBI-156 5 1-1/2"xl-1/4"xt/2" V5012RSBI-199 5 2"xl-1/2"xl/2" V5012RSBI-237 2 1"xl/2"xl"* V5014RSBI-122* 10 *Socket x FIPT x Socket Sprinkler Head Back to NumberSize Part • Back Cross with Metal Thread Insert 1x1"xl/2"x1/2" 1-1/8" V50353SBIS-130 1 tx1"xl/2"xl/2" 1-15/16" V50353SBIL-130 1 Back to Back Tee with Size I Part Number Box • Metal Threads Insert 1/2"xl/2"xi" 1-1/8" V501133SBIS-075 48 1/2"xl/2"xl" 1-15/16" V501133SBIL-075 48 tr Test Plug Size I Part Number I Box Qty. V450-005 50 www.vikinggroupinc.com Transition Fittings Female Adapter with Metal Thread Insert Size Part Number I Box Qty 3/4" V5003BI-007 10 1" V5003BI-010 50 1-1/4" V5003BI-012 5 Spigot Female Adapter Size Part Number Box • with Metal Thread Insert 3/4" V50032BI-007 10 ,4a 1" V50032B1-010 10 Size Part Number Female Adapter w/Metal Thread Inserts (continued) 1-1/2" V5003B1-015 5 2" V5003B1-020 2 Male Adapter with Size Part Number Box • - E.,• Metal Thread Insert 3/4" V5004BI-007 10 Male Adapterw/Metal Thread Inserts (continued) 1.. V5004B1-010 10 1-1/2" V5004B1-015 5 1-1/4" V5004BI-012 5 2 V5004BI-020 2 Grooved Coupling Adapter r- ' Size 1-1/4" Part Number Box • V5001 G-012 30 • Grooved Coupling Adapter (continued) 1-1/2" V5001 G-015 25 2-1/2" V5001 G-025 10 2" V5001 G-020 15 3" V5001 G-030 8 Standard Union Size Part Number Box • 3/4" V5033E-007 1 r 1" V5033E-010 1 1-1/4" V5033E-012 1 Y 1-1/2" V5033E-015 1 Accessories Solvent Cement Size Part Number Box Qty Quart V5097Q 12 Pint V5097P 12 Dauber Size Part Number Box Qty Small V5093 S 100 Large V5093-L 100 NumberSize I Part Box • Standard Union (continued) Z V5033E-020 1 2-1/2" V5033E-025 1 3" V5033E-030 1 liihiiA Sire I Part Number I Box Qty mom 7 Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c&S � NSF APPRGV6p www.vikinggroupinc.com September 2010 Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM ® New ❑ Re -Submittal # ❑ As -bunts Permit No. 1,-Aa--t (P ayM Fire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 Fax: (760) 863-7072 Project Information (Please Print) >� ��S'dZdt� - U-) ?' Project Name: Address: City & Zip: TR 36537-1 PGAA Hac'endas Office .., Recuived ay -- Plans Received I I have read and understand that Fire Dept fees are LOT 30/ 80-433 Platinum Way / Plan 2 La Quinta —M.OK _ Contact Information CONTACT PERSON: Rachel Horns Mailing Address: 9225 Stellar Court, Suite A City & Zip Corona 92883 Phone No.: 951-667-4220 x349 Deposit Based Fees and there may be additional money due prior to or after project final. Sign: Print: Rachel Hornsby Billing Information BILL TO: Mailing Address: City & Zip Fax: 951-667-4216 Phone No.: Email: RACHEL.HORNSBY@RICESERVICESINC.COM 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 TvAe (Check agvrol,riate items ❑ Commercial ❑ Industrial N Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area IN Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: ( "00 Date Paid: Check#: p LA-0 Received By: Receipt#(OCR) ❑DBF Fann 1— Revised 7/25/2012 Reviewed by: PC Review Date:` © Approved ❑ Denied Plans Stamped: ❑Yes []No Letter Attached: Wes []No Job Card Included: ❑Yes []No ❑DBF Called for Pick -Up Date: J By: % PukeV/� Date, By: e Shipped By / Method ❑DBF Visit us at www.rvcflre.ora Cervantes, Thomas@CALFIRE Subject: 1. LAQ-I6-RS-030 - PGA WEST/ HACIENDAS - RES OH ROUGH Location: 80433 PLATINUM WAY, LOT 30, LA QUINTA Start: Thu 7/21/2016 8:00 AM End: Thu 7/21/2016 8:30 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Phone#: Frankie Co. Name Cell#: 951-376-7634 NP Mechanical 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. I Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER I Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/Inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off Hi h pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occu anc Start Time: Finish Time: Start Time: J Finish Time: 1 Gillespie, James@CALFIRE Subject: 1. LAQ-I6-RS-030 - PGA WEST/ HACIENDAS/ PLAN 2 - RES SPK FINAL Location: 80433 PLATINUM WAY, LOT 30, LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: Frankie Phone#: Tue 11/15/2016 10:00 AM Tue 11/15/201610:30 AM (none) Gillespie, James@CALFIRE Co. Name: Cell#: 951-376-7634 NP Mechanical 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. battwy test Final S rinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush I 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 Emer ency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves X I Final It (00(o Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extin uishin Gas/Electrical shut-off Hi h 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 I Final for occupancy Start Time: ',(.] Finish Time: lC . UO Start Time: Finish Time: 1 Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) Murdeta Office: 39493 Los Alamos Rd., Ste A, Munieta, CA 92563 Ph. (951) 600-6160-C- r En Palm Desert Office: 77-933 Las Montanas Rd.,* 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Date: 11 /15/2016 To: LA QUINTA B&S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release HACIENDAS/PLAN 2 LAQ-16-RS-030/LOT 30 80433 PLATINUM WAY LA QUINTA APPROVED RESIDENTIAL FIRE SPRINKLER FINAL Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. i 'A+uthorizr�g Signature For Release J.-G.IILLESPIE Print Name Form C — Revised 7282014 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA 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 CHARLES WASHINGTON DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 CAL FIRE - RIVERSI^E UNIT k• ERSIDE COUNTY FIRE . 2PARTIVIENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 C Phone (760) 863-8886 e Fax (760) 863-7072 www.rvcfiire.org 7/18/2016 NP Mechanical 9225 Stellar Court #A Corona, CA 92883 Re: Residential Fire Sprinkler Plan Review — PGA Estates Lot #30 LAQ-I6-RS-030 / 80-433 Platinum Way, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal 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 approved plans and conditions 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 inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)863-8886. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)863-8886. Kohl Hetrick - Fire Safety Specialist