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LAQ-16-RS-034 PGA West The Estates 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 DR STE 110 CARLSBAD CA 92008 CONDITIONS Description: THE SIGNATURE PH 1 ESTATES LOT 75 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 4/27/2015 MFA Parcel No: 775220021 Site Address: 80458 CHAMPIONS WY LA QUINTA,CA 92253 Approved: 5/7/2015 MFA Subdivision: Block: Lot: 75 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/9/2017 JFU Valuation: $242,388.20 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2,760 SF DWELLING 24 SF PORCH 254 SF OUTDOOR LIVING. PLAN TYPE 2BR, LOT 75 [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 RIVERSIDE COUNTY PERMIT #LAQ-16-RS-034. SEE FIRE FOLDER FOR THIS PERMIT. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 4:04:57 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $105.97 $105.97 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $105.97 $105.97 BSAS SB1473 FEE 101-0000-20306 0 $10.00 $10.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $10.00 $10.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/7/15 R5894 10885 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 R5894 10885 CHECK RREF II CWC LAQ LLC MFA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $36.99 $36.99 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $15.24 $15.24 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Printed: Wednesday, February 28, 2024 4:04:57 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $245.12 $245.12 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 5/7/15 R5894 10885 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 R5894 10885 CHECK RREF II CWC LAQ LLC MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA FURNACE 101-0000-42402 0 $36.26 $36.26 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA VENT FAN 101-0000-42402 0 $72.54 $72.54 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA VENT FAN PC 101-0000-42600 0 $28.98 $28.98 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for MECHANICAL: $239.30 $239.30 MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 5/7/15 R5894 10885 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 $605.65 $605.65 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PERMIT: $605.65 $605.65 Printed: Wednesday, February 28, 2024 4:04:57 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,287.80 $1,287.80 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,287.80 $1,287.80 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP 101-0000-42401 0 $181.35 $181.35 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP PC 101-0000-42600 0 $181.35 $181.35 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for PLUMBING FEES: $507.75 $507.75 SMI - RESIDENTIAL 101-0000-20308 0 $31.51 $31.51 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $31.51 $31.51 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/7/15 R5894 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 Printed: Wednesday, February 28, 2024 4:04:57 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES UNDERGROUND PLBG JFU 3/30/2016 3/30/2016 NOT READY SEWER CONNECTION JFU 3/30/2016 3/30/2016 NOT READY SEWER CONNECTION JFU 3/31/2016 3/31/2016 APPROVED UNDERGROUND PLBG JFU 3/31/2016 3/31/2016 APPROVED FOOTINGS JFU 4/7/2016 4/7/2016 CANCELED FOOTINGS AOR 4/8/2016 4/8/2016 DISAPPROVE D DEEPENED FOOTING REINFORCEMENT NOT PER DETAILS, AT FOOTINGS DEEPENED MORE THEN APPROVED PLAN STILL NEED REINFORCEMENT PER DETAILING. PAD FOOTINGS MISSING FOR B ELEVATION. WALKED ONLY FRONT OF DWELLING, CORRECTIONS REQUIRE REINSPECTION ONCE WORK IS CORRECTED, CONTRACTOR TO VERIFY REMAINING WORK IS IN COMPLIANCE WITH APPROVED PLAN PRIOR TO REQUESTING REINSPECTION. SLAB AOR 4/8/2016 4/8/2016 NOT READY SEE FOOTING CORRECTIONS FOOTINGS JFU 4/11/2016 4/11/2016 APPROVED ROOF NAIL JFU 7/14/2016 7/14/2016 APPROVED OKAY TO WRAP JFU 8/8/2016 8/8/2016 APPROVED W/EXCEPTIO N STRAPPING, WIRING AND PLUMBING OF FIREPLACE AT WEST TO BE INSPECTED WITH FRAMING COMBO. FRAMING JFU 8/12/2016 8/12/2016 DISAPPROVE D LOOSE NUTS AT STRONG WALLS. ROUGH ELEC JFU 8/12/2016 8/12/2016 APPROVED ROUGH MECH JFU 8/12/2016 8/12/2016 APPROVED TOTALS:$13,231.06 $13,231.06 Printed: Wednesday, February 28, 2024 4:04:57 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 ROUGH PLBG JFU 8/12/2016 8/12/2016 DISAPPROVE D HOT WATER LINES MUST BE INSULATED TO KITCHEN. INSULATION JFU 8/17/2016 8/17/2016 APPROVED SHOWER PAN JFU 8/17/2016 8/17/2016 APPROVED FRAMING JFU 8/17/2016 8/17/2016 APPROVED ROUGH PLBG JFU 8/17/2016 8/17/2016 APPROVED DRYWALL NAIL JFU 8/22/2016 8/22/2016 NOT READY SCRAP ALL DEBRIS FROM HOUSE PRIOR TO INSPECTION. DRYWALL NAIL JFU 8/24/2016 8/24/2016 APPROVED LATH AOR 8/26/2016 8/26/2016 APPROVED GAS LINE/TEST JFU 9/16/2016 9/16/2016 APPROVED DRIVEWAY APPROACH JPE 11/2/2016 11/2/2016 APPROVED 0800 to 815 Ok To Place concrete for drive approach Weather - clear - breeze to 10mph - temperature 65 to 85 TEMP USE OF PERM PWR JFU 11/15/2016 11/15/2016 APPROVED JP- DRIVEWAY APPROACH JPE 12/15/2016 12/15/2016 APPROVED 0830 to 0900Weather - cloudy - breeze to 4 mph - temperature 50 to 75Met with Jon Celli at site - checked the yard drains and they are clean and open - drain hole at base of the side yard block wall - swales are graded all trenches are backfilled - front yard landscaped - backyard drain holes are cored thru the curbs - site is clean and OK to Final FINAL**JFU 3/9/2017 3/9/2017 APPROVED HERS REGISTRATION NO: 216-N0184611A- M2000002A-M20A REGISTRATION DATE: 1/4/2017 HERS PROVIDER: CALCERTS, INC. REVIEWS RETURNED PARENT PROJECTS Printed: Wednesday, February 28, 2024 4:04:57 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2016 BURT HANADA ESTATES PHASE 2 EXTENSION REQUEST.pdf ESTATES PHASE 2 EXTENSION REQUEST.pdf 1 DOC 1/20/2016 BURT HANADA Signature Phase 2 Permits.docx Signature Phase 2 Permits.docx 1 DOC 5/8/2015 CECILIA PATINO BRES2015-0163 ISSUED PERMIT.pdf BRES2015-0163 ISSUED PERMIT.pdf 0 DOC 3/9/2017 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2015-0163 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 3/9/2017 JAKE FUSON FIRE DEPARTMENT CLEARANCE BRES2015-0163 - FIRE DEPARTMENT CLEARANCE.pdf 1 DOC 7/18/2016 KOHL HETRICK FIRE - RESIDENTIAL FIRE SPRINKLER - APPROVED LAQ-16-RS-034 - RFSPK PC - APPROVED.docx 0 DOC 3/31/2016 RAMSES SEVILLA 2215 TM 36537-1 Form Certs Lots 16 73-75 82- 83 3-28-16.pdf 2215 TM 36537-1 Form Certs Lots 16 73-75 82- 83 3-28-16.pdf 1 IMAGE 12/15/2016 JIM PETERS West side yard looking south at 80458 Champions Way.JPG West side yard looking south at 80458 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS look south at 80458 Champions Way.JPG look south at 80458 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS back yard at 80458 Champions Way.JPG back yard at 80458 Champions Way.JPG 0 BOND INFORMATION REVIEW TYPE REVIEWER SENT DATE DUE DATE DATE STATUS REMARKS NOTES FIRE KOHL HETRICK 6/28/2016 7/18/2016 7/18/2016 APPROVED FIRE APPROVAL LETTER IN ATTACHMENTS Printed: Wednesday, February 28, 2024 4:04:57 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 12/15/2016 JIM PETERS Front of 80458 Champions Way.JPG Front of 80458 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS permit for 80458 Champions Way.JPG permit for 80458 Champions Way.JPG 0 IMAGE 11/2/2016 JIM PETERS permit for 80458 Champion Way.JPG permit for 80458 Champion Way.JPG 0 IMAGE 11/2/2016 JIM PETERS drive approach to 80458 Champions way.JPG drive approach to 80458 Champions way.JPG 0 IMAGE 11/2/2016 JIM PETERS compaction report.JPG compaction report.JPG 0 Printed: Wednesday, February 28, 2024 4:04:57 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0163 3DICRC 313. 3 GENERAL NOTES 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. ALL 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'. UNLESS 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" D.C. 6. ALL MATERIALS ARE TO BE UL LISTED. ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS. SCOPE OF WORK I.. 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. 0 Ohstruciron f �D p,------ A ? (D - Bin.) + B EA � (D - 0,2 m) + st where: D :5 30in. (0.8 m) cievaLurl View DESIGN CRITERIA N.T.S. CONCEALED RES. PENDENT SPRINKLER UPRIGHT QUICK RESPONSE SPRINKLER RES. PENDENT SPRINKLER CHANGE IN ELEVATION ARISER LOCATION (PER DETAIL) KD NODE POINT FOR CALCULATION FIGURE A.8.2.5.7(a) Exampfe Of Shadow Areas (SSUJSSP). HANGER TIC DETAIL FIGURE 8.2.5.4.3 Positioning of Sprinkler to Avoid 8.2.5.7 Shadow Areas: Shadow areas shall be permitted in the Obstruction Against Walls (Residential Upright and protection area of a sprinkler as long as the cumulative + �%M 3OL EGEND Pendent Spray Sprinklers). dry areas do not exceed 15 ftz (9.4m2) per sprinkler SIZE - 3/4" thru 2" pipe MATERIAL Carbon Steel E--� FINISH - Mil Galvanized -_ I UL Listed: EX 4231. EX 2551 t PATEN - No. 6,648,278. �� l FUNCTION - To support horizontal piping - CPVC, Copper or Steel tee.. F.:�E• I A listed hanger in all 3 mounting position, i.e. side of vertical surface and both topside and underside of horizontal surface. A listed retrainee providing vertical and later restraint in all the above C---- mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. r To Sabilize vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13D. Space by pipe type. Install on wood, concrete or steel. L_ Snap over pipe, then squeeze strap back allowing ppe to slide freely. - When # 905 threads are exposed in wood, insall #906 backing nut, s 3 EgSSTENERS - *WOOD' UL Listed per NFPA 13 CPVC pipe - #905 screw - no pre -drill I I Copper pipe 9115 screw - no pre -drill Steel pipe - 1 4"x1 1/2" log screw - no pre -drill Thru 5 8" gypsum board - 11/4%2" log screw *37FELMted per NFPA 13 - mm 18 GA CPVC pipe - 1/4" or #14 Tek Screw C--,r Copper pipe - 1/4" or #14 Tek Screw ---L Ali Steel pipit - 1/4" or #14 Tek Screw I r *CCNCFIETfii1-ed minimum load each fastener Thd7165igh1 Qf& )t250bs _I=_IL613JRES - 2 ir3y� * 1 10" Offset - pipe wall to mounting surfaced tit[ It * 3/4� and I" pipe size made with common center -line " Leg design produces superior strength 1 ems- c *Offset edge eliminates abrasion * AFCON #905 screw listed for wood has 5-16" hex head included t==y calling Y4, V 1 Y.' 1'/p" 2' 2'W 3' 3W 4' 5" B" a" 810111 pipe except threaded NIA 12'-A" 12'-0' 1 F-T 16-0' 16-0' 1 F-T 15'-T 1 s-0' 164' 15'-0" 15'-0' Ilghtwall Threaded tiphWalI steel WA 12'-0' 12'4r 12'4r IZ-V 12'-0" 12'-T WA NIA WA NIA WA pipe rtuba W-C' 8'-0' 10'-V 10'-V 17-T 17-0' 12'-0" IV-O' 16-0" 151-W 164r 15'-0" C 9-6' 6'-0' 6-W 7'-0" 9'-0" 9'-0' 10'-V WA WA WA NIA WA rldybutylena (IPS) WA T-9' 4'-7" T-D" V-11" WA WA WA WA WA NIA NIA Polybuty m(CTS) 2-11" T-4" T-11' 4'-5" 5'S" WA WA WA NA WA WA WA Ductile iron pipe NIA NIA WA NIA NIA IF-V WA NIA 15'-4" WA 16.0' 16'-G- 514 STEEL - COPPER - C. P. V" C. HANGER NOT TO SCALE SIZE & PIPE TYPE - 314" THRU 3" C.P.V.C. PIPE LISTINGS - -;- UL LISTED, EX4231, EX2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, SPACE BY PIPE TYPE j FASTENERS- o in WOOD: p 3/4" - 3" CPVC PIPE - #905 SCREW - NO PRE DRILL in STEEL: 314" - 3" CPVC PIPE - 114" OR #14 TEK SCREW Nominal Pipe Size (in.) 34" 1' I 1Ya' 1W 2' 2''A' 3" 31W 4" 5" B" a" SElghtwall except threaded WA 12'4r 12'-V I F-T 15'-0" 15'-0" 15,4r 151-W 15'-0" is-(" I U-01 1 Sr-V Threaded Il htwall steel WA 12'-0' 12'-0" 12'-V 12'-0" 12'-0" 17-0' NIA NIA NIA WA WA Me Capper tube a'-0" 8'-0' 1T-0" 10'-W 12'-V 127-W 12'-0' 15'-0" 16-T 1&4r 1V-(r 15'-0" CPVC 6-W 6-0" B'-B' T-0' 8'-0" 9'-0' 10'4r NIA NIA NIA NIA NIA Polybutylene (IPS) WA T-r 4'-7' 5'-V S-11' NIA WA WA NIA NIA NIA NIA Polybutylene(CTS) 2-11" 3'-4' 3'-11' 4'-5" T-5' NIA WA WA NIA WA NIA WA Ducdle ion pipe NIA WA WA WA NIA 15'-0" NIA VA 164r NIA IT-tl" 151-0" 510 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE Nominal Pipe Sine (ln.) i:" 1' 1'/." 1'W 2' 21j' V 3%" 4" S. 8" 9" 5tae1pipeexcept threaded Il9Mwall WA 12'-0' 12'-C1" W-V 1V-0" 15'-0" le-0" IV-0- 151-0- 15'-0" 15'-0" 15'-0" Threaded ilghtwall steed pipe WA 12'-0" 12'-0" IZ-V 17-0" 12'-0- IZ-V NIA WA NIA NIA WA Coppertube W-W 6-0" 10' T 19-T 17-0" V-0" 12'-0' 15'-0" 15'-0" 16'-T 16-0' 16-0- CPVC 5'4r 6-0" 6'-0' T-0' 8'-T 9'-0' 10'-0" NIA NIA WA NIA NIA Polybu€ylene (IPS) WA T-9" 4'-7* 5'-0' 5'-11" WA WA MIA WA WA WA WA Polylxklene (CT5) Z-11" T-4" T-11' 4'-5" 55' WA NIA NIA WA WA NIA NIA Ductile Iron pipe WA NIA WA WA WA 15'-0" WA WA 15'-0' WA 15'-V 15'4r 515 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE YJM, TY MAP NTS r � 27 ` r 8 ` V. 29 1� )F-WAY TY € INE dT ND GUTTER CURB WALL I WALL WALL DRAIN SjhtALF - D FOO-n G WAY I GUTTER DOPE LOPE IN TERAL so 26e j ►+ . 1 s 24 0 71 23 8 1P 21 /20 92 91 90 89. 74 i 84 76 E I t 1 83 77 131A9 /78 f ! I -- " �� W. -� "i-- --- ___ COD _ _ 80 ,.� iA _ -" 79 01 ELEVATION: 490 a Bo' p� sic W m. _.. _ S I r(j�E -� 93 8 LO _ KIAWAH ISL���il� 97 57 f . .......� - I I 9� ya,� 35 :......... . 56 94 54 34 1 39 53 40 38 52 51 I I ArN 32 E�y 0� Z -CJ�L 20 a e 1 A ° m 49 48 31 ,� 30-, x . ., 11 13/ 14 26 25 . SITE WATER PLAN _ N.T.S. CPVC TO SYSTEM T� 10' ELEV. 14" x 14" ' v 1 "ICPVC RISER ACCESS DOOR F �-41-300 PSI PRESSURE GAUGE MAIN DRAIN VALVE TC DOMESTIC 112" DRAIN TO EXTERIOR , REGULATOR SET @ "XX" PSI I � BY PLUMBING CONTRACTOR RUBBER FACED CHECK VALVE� i POINT OF CONNECTION 0 PSI LOSS L---- i F°CONTRACTOR SPRINKLER 5 GPM ALLOWANCE BR 900 INTO BUILDING 1" CPVC � 2' ELEV. FINISH GRADE 0' ELEV. 11/' CPVC 3/4"METER 14 PSI LOSS STATIC 73 -10% =55.7 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 )'TAP INTO WATER MAIN 1 VCPVC 1 r' COPPER K E� METER I� 50' MAX 2 50' MAX -3' ELEV. NMF POINT55NO _rOR HYPP.A1LiC RCP RENCE -S ELEV. -3' ELEV. NOTE: FOOTAGe5 TO 6E WORST CASE SCENARIO RISER AND UNDER63'I4OUND DETAIL UNDERGROUND BY OTHERS N.T.S. APPROVAL Mvemide County Fire De p rtmerli gy. C al ~ k V etrick The approval of plans and sPecifIcations permit the violative[, deletion, omission orrfaulty installation of any requirements of Title 24 or any R- 4 Local Ordinances. Construction shall remain accessible and ex approved by the Fare exposed Department. purposes until y. s :. s,ca, 5RD Ob"6 =e5:..- -0111 /f P ..E_ T' 7" # 44 6. A6.&V E-1:1.al APPROVAL STAMP MECHANICAL LICENSE NO. 890694 0 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 r The recipient of these plans hereby acknowledges that all plans details specifications 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 fltst receiving permission from Fire Sprinkler Sys ems. oN <11 CLASSIFICATION C'► UL C-16 �u * LICENSE NO. CP 890694 OF CqL IU >- LI J 00 3 Lt li LL � LU �-" ill C!3 U] J LL1 c,l Q as co N ty ~ o Z 0- Z� 7 I�i Q 0U ❑ v V)� D O� Lu J U� W H� LL �< M.02 O rLU W < IZ 3 z a NOTES REVISIONS NO. DATE I DESCRIPTION U W < CO r� �: C:) U) V) < (Z w„ r%_0 W Z 04 0 C--,.i 2 I uL Z U) c) 0o LO C) ICL 00 PAGE NAME: GENERAL NOTES DATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IF SHEET IS LESS THAN 24" x 36' SCALE: 1f4-=1'-0' 1I ES A REDUCED PRINT SCALE REDUCE ACCORDINGLY JOB NUMBER: F-0000 FP1 1f T� n OUTDOOR LIVING PLAN 2 SCALE: 1/411 = 11 MASTER BERRM 12'-0' C LG. E 4 7'-2* © �T. 0 I r � S-2' 8'-0" 1 k ° I� S—Z 7'-2" 7'-2" L 7'-2' 7P-2" .. MASTER BAl 112',0' CLG. BEAM OPT. AT M. BEDROOM W/ C.F. SCALE: 1/411 = 11 SCALE: 11$" = 1' is 12 SECTION B SCALE:118" = 1' BEAM OPT. AT M. BEDROOM SCALE: 1/411 = 11 Fr -.G L!— TI1 DEN/OPT.DINING _._...... 104y cLG. I r;. ENTRY 14-431 I FIREPLACE OPT. AT DEN SCALE: '/" = 1' 1" RISER ALT. RISER LOCATION SCALE: Y' = 1' Sprinkler Head Schedule Symbol Count Thread K—Factor Description Nate d 6 1/2 " 4.9 RELIABLE F1 RES49 7/16 FR 175 BB PD on Drop ! 25 1/2" 4.9 RELIABLE RFG49 7/16 FIR 165 BZ CC on Drop 31 = Total Number of Heads This Floor HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 1313, 2013 EDITION LOCATION I CALL AREA 1 NO. OF SPRINKLERS 0 BASIS OF DESIGN DENSITY: 1 .05 sp DESIGNED AREA OF DISCHARGE 2 HEAD CALL. 256 sa.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.204 GPM RESIDUAL PRESSURE 23.115 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.204 91�M RESIDUAL PRESSURE s6.342 Ps *SAFTEY FACTOR 9.321 PsI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I ALT. CALL AREA 1 NO. OF SPRINKLERS 1 BASIS OF DESIGN DENSITY: Gs cPM1SQ.FT. DESIGNED AREA OF DISCHARGE 2 HE410 CALL. 258 S4_Fr- SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.207 GPM RESIDUAL PRESSURE 23.126 P31 SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.207 GPM RESIDUAL PRESSURE 56.3s5 PSI *SAFTEY FACTOR 19.308 PSI HYDRAULIC - SYSTEM HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLFR SYSTEM PER NFPA 1313, 2013 EDITION PER NFPA 13D, 2013 EDITION LOCATION I GALL AREA 2 LOCATION ALT. CALC AREA 2 NO. OF SPRINKLERS NO. OF SPRINKLERS 1� BASIS OF DESIGN BASIS OF DESIGN DENSITY: 1 .05 QPM160.Fr. DENSITY: I.05 GPW$Q Fr. DESIGNED AREA OF DISCHARGE DESIGNED AREA OF DISCHARGE 1 HEAO GALL. I 1 HEAD CALL. 400 60.FT. SYSTEM DEMAND AT THE BASE OF RISER SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.024 QPN7 GPM DISCHARGE 20,024 GPM RESIDUAL PRESSURE 27.445 Psi RESIDUAL PRESSURE 27.603 Psi SYSTEM DEMAND AT SOURCE SYSTEM DEMAND AT SOURCE GPM DISCHARGE 25,024 GPM GPM DISCHARGE 25.024 GPM RESIDUAL PRESSURE 54.773 Psi RESIDUAL PRESSURE 54.931 PSI *SAFTEY FACTOR 10.902 Psi *SAFTEY FACT01=i 10.745 PSI HYDRAULIC - SYSTEM HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED BY HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA 3 LOCATION I ALT. GALC AREA 3 NO. OF SPRINKLERS 12 NO. OF SPRINKLERS 1 BASIS OF DESIGN BASIS OF DESIGN DENSITY: 05 cPMrso.FT. DENSITY: I as GPM;50.FT_ DESIGNED AREA OF DISCHARGE DESIGNED AREA OF DISCHARGE 2 HEAD CALL. 256 SQ-FT. 2 HEAD CALL, 256 so.Fr. SYSTEM DEMAND AT THE SASE OF RISER SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 1 26.113 GPM GPM DISCHARGE 26.113 GPM RESIDUAL PRESSURE 1 21,435 Ps, RESIDUAL PRESSURE 20.786 P& SYSTEM DEMAND AT SOURCE SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.713 GPM GPM DISCHARGE 31.113 GPM RESIDUAL PRESSURE 54.566 PSI RESIDUAL PRESSURE 53.859 Psi *SAFTEY FACTOR 11.097 Psi *SAFTEY FACTOR 11.764 PSI NOTES: A. ALL HEAD SPACING TO BE 1016', UNLESS OTHERWISE NOTED. B. A 20X20 HEAD TO BE USED IN COMPARTMENTS LESS THAN 400 SO. 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, !BANGER 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: 1f. 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 Ll 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 % FT. AN D LESS 3❑ 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, 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. 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. 0 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 FTC 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 FF SHALL BE PERMITTED TO HAVE A PLASTIC COVER, PT4 MECHANICAL LICENSE NO. 890694 0 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL • DESIGN, ENGINEERING AND INSTALLATION 0 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 • The recipient of these plans hereby acknowledges that all plans, details specifications or methods of installation contained in this set of Mis the sole property of NP MECHANICAL, INC. an 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. )IV 00, �• CLASSIFICATION �04 L-L C-16 ;Z$ LICENSE NO. 890694 or C Ao H r LLi W m LL u- L L W �w 1� �> W rvti¢ CD LO CN U) >_ Z W [L (0 Q C11 [v Up (� Z— ( = ~ >- co F- ~ *— z Z Q I— z F_ 7) ¢ 00 IY a _j LLI � 0 g U J U W I—J L—Lj I—¢ a mLU Ci? elf a d NOTES REVISIONS NO. DATE I DESCRIPTION VJ w w z LLJ Z N 0 1-004 �,. LL 2 J LLl < Z LO Cn I 00 PAGE NAME: PIPING PLAN DATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" F SHEET IS LLSS THAN 24' x 36' IT Is A REDUCED PRINT SCALE REDUCE ACCORCING1,1 SCAL€' 114'=1'-0" JOB NUMBER: F-0000 FP? MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES 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 Page 1 ESTATES Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATES Date - 03/28/16 Location - ALT. 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 26.58 Psi Required 30.134 AT BR Summary C-Factor Used: Overhead 150 Underground 150 * Water Flow Test: Pump Data: Tank or Reservoir: A Datc of Tcot - Rated 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 NIP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 12.343 C2 - Residual Pressure. 18 D2 - System Flow 26.207 C2 - Residual Flow 1500 D2 - System Pressure : 56.355 Hose ( Demand) 5 D3 - System Demand : 31.207 Safety Margin 9.308 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 — R 60 E 50 D3 40 30 C2 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 ESTATES 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 N" CPVC 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 RCPVC 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 - STANDARD NP Mechanical ESTATES Node Elevation K-Fact No. H1 17.5 4.9 H2 17.5 4.9 H3 12.0 H4 10.0 H5 10.0 D 1 18.5 D2 18.5 1 18.5 2 18.5 3 13.0 4 13.0 5 13.0 D3 13.0 6 13.0 7 13.0 8 13.0 9 11.0 10 11.0 11 11.0 12 11.0 13 11.0 D4 11.0 D5 11.0 19 11.0 14 11.0 15 11.0 16 18.5 17 18.5 18 18.5 TRA 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 cm -3.0 102 -3.0 101 -3.0 100 -3.0 SRC -11.0 Pt Pn Actual 7.26 na 1.04 na 10.81 na 13.72 na 13.72 na 7.02 na 6.85 na 7.02 na 7.47 na 10.22 na 10.28 na 10.36 na 10.38 na 10.38 na 10.48 na 11.03 na 12.16 na 14.29 na 14.77 na 14.27 na 13.9 na 13.29 na 13.29 na 13.29 na 13.29 na 12.13 na 8.41 na 8.11 na 7.56 na 16.14 na 23.13 na 24.06 na 26.49 na 27.9 na 38.71 na 52.88 na 52.89 na 52.89 na 52.89 na 56.36 na Flow Density Actual 13.21 0.05 13.0 0.05 5.0 The maximum velocity is 20.69 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Area Press Req. 256 7.0 256 7.039 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 H 1 13.21 1.101 O 5.0 1.000 7.264 to 150.0 0.0 5.000 -0.433 D 1 13.21 0.0315 0.0 6.000 0.189 0.0 13.21 7.020 H2 13.00 1.101 N 7.0 1.000 7.039 to 150.0 0.0 7.000 -0.433 D2 13.0 0.0306 0.0 8.000 0.245 H3 0.0 1.101 to 150.0 D3 0.0 0.0 0.0 0.0 H4 0.0 1.101 to 150.0 D4 0.0 0.0 6.851 N 7.0 1.000 10.809 0.0 7.000 -0.433 0.0 8.000 0.0 10.376 N 7.0 1.000 13.722 0.0 7.000 -0.433 0.0 8.000 0.0 K Factor = 4.90 Vel = 4.45 K Factor = 4.99 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 Vel = 0 K Factor = 0 Vel = 0 0.0 0.0 13.289 K Factor = 0 H5 0.0 1.101 N 7.0 1.000 13.722 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 13.289 K Factor = 0 D1 -0.28 1.101 N 7.0 10.333 7.020 to 150.0 R 1.0 8.000 0.0 1 -0.28 0.0 0.0 18.333 0.0 Vel = 0.09 0.0 -0.28 7.020 K Factor = -0.11 D2 13.00 1.101 O 5.0 0.500 6.851 to 150.0 0.0 5.000 0.0 1 13.0 0.0307 0.0 5.500 0.169 Vel = 4.38 1 -0.28 1.101 N 7.0 8.333 7.020 to 150.0 0.0 7.000 0.0 2 12.72 0.0295 0.0 15.333 0.452 Vel = 4.29 2 0.0 1.101 N 7.0 5.500 7.472 to 150.0 0.0 7.000 2.382 3 12.72 0.0294 0.0 12.500 0.368 Vel = 4.29 3 0.0 1.101 R 1.0 1.000 10.222 to 150.0 0.0 1.000 0.0 4 12.72 0.0295 0.0 2.000 0.059 Vel = 4.29 4 -4.27 1.101 R 1.0 5.917 10.281 to 150.0 0.0 1.000 0.0 6 8.45 0.0137 0.0 6.917 0.095 Vel = 2.85 0.0 8.45 10.376 K Factor = 2.62 4 4.27 1.101 R 1.0 13.667 10.281 to 150.0 O 5.0 6.000 0.0 5 4.27 0.0039 0.0 19.667 0.077 Vel = 1.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 5 to 7 D3 to 6 6 to 7 7 L9 9 to 10 10 to 11 0.0 1.101 150.0 4.27 0.0039 0.0 4.27 0.0 1.101 150.0 0.0 0.0 8.45 1.101 150.0 8.45 0.0139 4.27 1.101 150.0 12.72 0.0294 0.0 1.101 150.0 12.72 0.0294 0.0 1.101 150.0 12.72 0.0295 0.0 1.101 150.0 12.72 0.0294 11 -26.21 1.101 to 150.0 12 -13.49 -0.0328 12 0.0 1.101 to 150.0 13 -13.49 -0.0328 13 0.0 1.101 to 150.0 14 -13.49 -0.0328 0.0 -13.49 D4 0.0 1.101 to 150.0 19 0.0 0.0 0.0 0.0 D5 0.0 1.101 to 150.0 19 0.0 0.0 19 0.0 1.101 to 150.0 14 0.0 0.0 14 -13.49 1.101 to 150.0 15 -13.49 -0.0328 2R 2.0 22.000 10.358 N 7.0 9.000 0.0 0.0 31.000 0.121 10.479 O 5.0 1.500 10.376 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 10.376 0.0 5.000 0.0 0.0 7.417 0.103 N 7.0 11.750 10.479 0.0 7.000 0.0 0.0 18.750 0.552 N 7.0 2.000 11.031 0.0 7.000 0.866 0.0 9.000 0.265 7R 7.0 58.167 12.162 N 7.0 14.000 0.0 0.0 72.167 2.126 O 5.0 11.417 14.288 0.0 5.000 0.0 0.0 16.417 0.483 R 1.0 9.333 14.771 O 5.0 6.000 0.0 0.0 15.333 -0.503 O 5.0 6.250 14.268 0.0 5.000 0.0 0.0 11.250 -0.369 2R 2.0 16.583 13.899 0.0 2.000 0.0 0.0 18.583 -0.610 13.289 N 7.0 5.750 13.289 O 5.0 12.000 0.0 0.0 17.750 0.0 13.289 N 7.0 5.417 13.289 R 1.0 8.000 0.0 0.0 13.417 0.0 2R 2.0 13.583 13.289 O 5.0 7.000 0.0 0.0 20.583 0.0 3R 3.0 25.250 13.289 N 7.0 10.000 0.0 0.0 35.250 -1.157 Vel = 1.44 K Factor = 1.32 Vel = 0 Vel = 4.29 Vel = 4.29 Vel = 4.29 Vel = 4.55 Vel = 4.55 r\ f Ql3 LUI = -J. / V Vel = 0 Vel =0 Vel = 4.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 15 0.0 N 7.0 7.500 12.132 1.101 to 150.0 0.0 7.000 -3.248 16 -13.49 -0.0329 0.0 14.500 -0.477 Vel = 4.55 16 0.0 1.101 O 5.0 4.000 8.407 to 150.0 0.0 5.000 0.0 17 -13.49 -0.0328 0.0 9.000 -0.295 Vel = 4.55 17 0.0 1.101 N 7.0 9.917 8.112 to 1500 00 7 000 00 18 -13.49 -0.0328 0.0 16.917 -0.555 Vel = 4.55 18 0.0 1.101 2R 2.0 14.333 7.557 to 150.0 0.0 2.000 0.0 D1 -13.49 -0.0329 0.0 16.333 -0.537 Vel = 4.55 0.0 -13.49 7.020 K Factor = -5.09 11 26.21 1.101 N 7.0 5.167 14.771 to 150.0 0.0 7.000 0.0 TRA 26.21 0.1122 0.0 12.167 1.365 Vel = 8.83 0.0 26.21 16.136 K Factor = 6.52 TRA 26.21 1.101 2R 2.0 9.000 16.136 to 150.0 S 9.563 18.562 3.898 RR 26.21 0.1122 N 7.0 27,56P .4-09P Vel = 8.83 BR 5.00 1.101 O 5.0 1.000 23.126 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.21 0.1550 0.0 6.000 0.930 Vel = 10.52 X 0.0 1.598 E 5.828 5.000 24.056 to 150.0 0.0 5.828 2.166 EL 31.21 0.0252 0.0 10.828 0.273 Vel = 4.99 EL 0.0 1.598 E 5.828 50.000 26.495 to 150.0 0.0 5.828 0.0 M1 31.21 0.0253 0.0 55.828 1.410 Vel = 4.99 M 1 0.0 0.785 0.0 1.000 27.905 to 150.0 0.0 0.0 10.000 * * Fixed Loss = 10 M2 31.21 0.8050 0.0 1.000 0.805 Vel = 20.69 M2 0.0 0.995 T 5.841 50.000 38.710 to 150.0 0.0 5.841 0.0 CM 31.21 0.2537 0.0 55.841 14.167 Vel = 12.88 CM 0.0 7.68 F 11.278 965.000 52.877 to 150.0 T 43.857 55.135 0.0 102 31.21 0.0 0.0 1020.135 0.012 Vel = 0.22 102 -24.95 7.68 F 11.278 1960.000 52.889 to 150.0 T 43.857 55.135 0.0 101 6.26 0.0 0.0 2015.135 0.001 Vel = 0.04 101 -3.95 7.68 F 11.278 880.000 52.890 to 150.0 T 43.857 55.135 0.0 100 2.31 0.0 0.0 935.135 0.0 Vel = 0.02 100 0.0 7.68 T 43.857 445.000 52.890 to 150.0 0.0 43.857 3.465 SRC 2.31 0.0 0.0 488.857 0.0 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 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 2.31 101 3.95 7.68 to 150.0 SRC 3.95 0.0 0.0 3.95 102 24.94 7.68 to 150.0 SRC 24.94 0.0 0.0 24.94 56.355 K Factor = 0.31 T 43.857 485.000 52.890 0.0 43.857 3.465 0.0 528.857 0.0 Vel = 0.03 56.355 K Factor = 0.53 T 43.857 130.000 52.889 0.0 43.857 3.465 0.0 173.857 0.001 56.355 Vel = 0.17 K Factor = 3.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES 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 Page 1 ESTATES Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATES 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 Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) 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 20.024 Psi Required 27.603 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data:: Tank or Reservoir: A Date of Test - Rated 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 ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 54.931 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin 10.745 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 € 3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical ESTATES Fitting Legend Abbrev, Name. E NFPA 13 90' Standard Elbow F NFPA 13 45' Elbow N - CPVC 90'EII Harvel-Spears 01 CPVC Tee - Branch R ' CPVC Coupling Tee - Run S NFPA 13 Swing Check T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units 1/2 3/4 1 11/4 11/2 2 1 2 2 3 4 5 1 1 1 1 2 2 7 7 8 9 11 3 3 5 6 8 10 1 1 1 1 1 1 0 0 5 7 9 11 3 4 5 6 8 10 Inches Feet US Gallons per Minute Pounds per Square Inch Page 3 Date 03/28/16 21/2 3. 31/2 4 5 6 8 10 12 14 16 133 20 24 6 7 8 10 12 14 18 22 27 35 40 45 50 61 3 3 3 4 5 7 9 11 13 17 19 21 24 28 12 13 0 0 0 0 0 0 0 0 0 0 0 0 12 15 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 14 16 19 22 27 32 45 55 65 12 15 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 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 - STANDARD NP Mechanical ESTATES Node Elevation K-Fact No. H 1 17.5 H2 17.5 H3 12.0 4.9 H4 10.0 H5 10.0 D 1 18.5 D2 18.5 1 18.5 2 18.5 3 13.0 4 13.0 5 13.0 D3 13.0 6 13.0 7 13.0 8 13.0 9 11.0 10 11.0 11 11.0 12 11.0 13 11.0 D4 11.0 D5 11.0 19 11.0 14 11.0 15 11.0 16 18.5 17 18.5 18 18.5 TRA 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 cm -3.0 102 -3.0 101 -3.0 100 -3.0 SRC -11.0 Pt Actual 16.15 15.88 16.7 20.76 20.76 15.72 15.44 15.44 15.22 17.41 17.38 17.39 16.81 17.26 17.4 17.84 18.92 20.61 21.0 20.77 20.6 20.33 20.33 20.33 20.33 19.8 16.34 16.21 15.96 21.83 27.6 28.22 30.57 31.51 42.04 51.46 51.46 51.47 51.47 54.93 Pn na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Flow Density Actual 2002.0 0.05 5.0 The maximum velocity is 16.59 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Area Press Reg. 400 16.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 5 ESTATES 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 H 1 0.0 1.101 O 5.0 1.000 16.148 to 150.0 0.0 5.000 -0.433 D1 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 15.715 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 15.876 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 0.0 0.0 15.443 H3 20.02 1.101 N 7.0 1.000 16.700 to 150.0 0.0 7.000 -0.433 D3 20.02 0.0681 0.0 8.000 0.545 0.0 20.02 H4 0.0 1.101 N 7.0 to 150.0 0.0 D4 0.0 0.0 0.0 0.0 0.0 16.812 1.000 20.760 7.000 -0.433 8.000 0.0 Vet = 0 K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.88 Vet = 0 K Factor = 0 H5 0.0 1.101 N 7.0 1.000 20.760 t_n 15n_0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 20.327 K Factor = 0 D 1 -8.77 1.101 N 7.0 10.333 15.715 to 150.0 R 1.0 8.000 0.0 1 -8.77 -0.0148 0.0 18.333 -0.272 Vel = 2.96 0.0 -8.77 15.443 K Factor = -2.23 D2 0.0 1.101 O 5.0 0.500 15.443 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 5.500 0.0 Vel = 0 1 -8.77 1.101 N 7.0 8.333 15.443 to 150.0 0.0 7.000 0.0 2 -8.77 -0.0148 0.0 15.333 -0.227 Vel = 2.96 2 0.0 1.101 N 7.0 5.500 15.216 to 150.0 0.0 7.000 2.382 3 -8.77 -0.0148 0.0 12.500 -0.185 Vel = 2.96 3 0.0 1.101 R 1.0 1.000 17.413 to 150.0 0.0 1.000 0.0 4 -8.77 -0.0150 0.0 2.000 -0.030 Vel = 2.96 4 -1.11 1.101 R 1.0 5.917 17.383 to 150.0 0.0 1.000 0.0 6 -9.88 -0.0184 0.0 6.917 -0.127 Vel = 3.33 0.0 _ -9.88 17.256 K Factor = -2.38 4 1.10 1.101 R 1.0 13.667 17.383 to 150.0 O 5.0 6.000 0.0 5 1.1 0.0004 0.0 19.667 0.007 Vel = 0.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 5 0.0 1.101 2R 2.0 22.000 17.390 to 150.0 N 7.0 9.000 0.0 7 1.1 0.0003 0.0 31.000 _ 0.010 0.0 1.10 17.400 D3 20.02 1.101 O 5.0 1.500 16.812 to 150.0 0.0 5.000 0.0 6 20.02 0.0683 0.0 6.500 0.444 6 -9.87 1.101 O 5.0 2.417 17.256 to 150.0 0.0 5.000 0.0 7 10.15 0.0194 0.0 7.417 0.144 7 to 8 8 to 9 9 to 10 1.10 1.101 N 7.0 11.750 17.400 150.0 0.0 7.000 0.0 11.25 0.0235 0.0 18.750 0.440 0.0 1.101 N 7.0 2.000 17.840 150.0 0.0 7.000 0.866 11.25 0.0234 0.0 9.000 0.211 0.0 1.101 7R 7.0 58.167 18.917 150.0 N 7.0 14.000 0.0 11.25 0.0235 0.0 72.167 1.694 10 0.0 1.101 O 5.0 11.417 20.611 to 150.0 0.0 5.000 0.0 11 11.25 0.0235 0.0 16.417 0.385 11 -20.02 1.101 R 1.0 9.333 20.996 to 150.0 O 5.0 6.000 0.0 12 -8.77-0.0148 0.0 15.333 -0.227 12 0.0 1.101 O 5.0 6.250 20.769 to 150.0 0.0 5.000 0.0 13 -8.77-0.0148 0.0 11.250 -0.167 13 0.0 1.101 2R 2.0 16.583 20.602 to 150.0 0.0 2.000 0.0 14 -8.77-0.0148 0.0 18.583 -0.275 0.0 -8.77 20.327 19 D5 to 19 0.0 1.101 N 7.0 5.750 20.327 150.0 O 5.0 12.000 0.0 0.0 0.0 0.0 17.750 0.0 0.0 0.0 20.327 0.0 1.101 N 7.0 5.417 20.327 150.0 R 1.0 8.000 0.0 0.0 0.0 0.0 13.417 0.0 Vel = 0.37 K Factor = 0.26 Vel = 6.75 Vel = 3.42 Vel = 3.79 Vel = 3.79 Vel = 3.79 Vel = 3.79 Vel = 2.96 Vel = 2.96 Vel = 2.96 K Factor = -1.95 Vel =0 K Factor = 0 Vel =0 19 0.0 1.101 2R 2.0 13.583 20.327 to 150.0 O 5.0 7.000 0.0 14 0.0 0.0 0.0 20.583 0.0 Vel = 0 14 -8.77 1.101 3R 3.0 25.250 20.327 to 150.0 N 7.0 10.000 0.0 15 -8.77 -0.0148 0.0 35.250 -0.523 Vel = 2.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 7 ESTATES 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 15 0.0 1.101 N 7.500 19.804 7.0 to 150.0 0.0 7.000 -3.248 16 -8.77 -0.0148 0.0 14.500 -0.215 Vel = 2.96 16 0.0 1.101 O 5.0 4.000 16.341 to 150.0 0.0 5.000 0.0 17 -8.77 -0.0148 0.0 9.000 -0.133 Vel = 2.96 17 0.0 1.101 N 7.0 9.917 16.208 to 150.0 0.0 7.000 0.0 18 -8.77 -0.0148 0.0 16.917 -0.251 Vel = 2.96 18 0.0 1.101 2R 2.0 14.333 15.957 to 150.0 0.0 2.000 0.0 D1 -8.77 -0.0148 0.0 16.333 -0.242 Vel = 2.96 0.0 -8.77 11 20.02 1.101 to 150.0 TRA 20.02 0.0682 0.0 20.02 TRA 20.02 1.101 to 150.0 BR 20.02 0.0682 BR 5.00 1.101 to 150.0 X 25.02 0.1030 X 0.0 1.598 to 150.0 EL 25.02 0.0167 EL 0.0 1.598 to 150.0 M 1 25.02 0.0168 M1 to M2 M2 to CM CM to 102 102 to 101 101 to to SRC 0.0 0.785 150.0 25.02 0.5350 0.0 0.995 150.0 25.02 0.1686 0.0 7.68 150.0 25.02 0.0 -20.00 7.68 150.0 5.02 0.0 -3.17 7.68 150.0 1.85 0.0 0.0 7.68 150.0 1.85 0.0 15.715 N 7.0 5.167 20.996 0.0 7.000 0.0 0.0 12.167 0.830 211 2.0 9.000 S 9.563 18.562 N 7.0 27.562 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 50.000 0.0 5.828 0.0 55.828 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 11.278 965.000 T 43.857 55.135 0.0 1020.135 F 11.278 1960.000 T 43.857 55.135 0.0 2015.135 F 11.278 880.000 T 43.857 55.135 0.0 935.135 T 43.857 445.000 0.0 43.857 0.0 488.857 K Factor = -2.21 Vel = 6.75 K Factor = 4.29 21.826 3.898 1.879 Vel = 6.75 27.603 Qa = 5 0.0 0.618 Vel = 8.43 28.221 2.166 0.181 Vel = 4.00 30.568 0.0 0.937 31.505 10.000 0.535 42.040 0.0 9.417 51.457 0.0 0.008 51.465 0.0 0.001 51.466 0.0 Vel = 4.00 " Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.03 Vel = 0.01 3.465 0.0 Vel = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finial Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 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 1.85 54.931 101 3.17 7.68 T 43.857 485.000 51.466 to 150.0 0.0 43.857 3.465 SRC 3.17 0.0 0.0 528.857 0.0 0.0 3.17 54.931 102 20.00 7.68 T 43.857 130.000 51.465 to 150.0 0.0 43.857 3.465 SRC 20.0 0.0 0.0 173.857 0.001 K Factor = 0.25 Vel = 0.02 K Factor = 0.43 Vel = 0.14 0.0 20.00 54.931 K Factor = 2.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES Building PLAN 2 Location ALT. CALC AREA 3 System Contract Data File ALT. PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical ESTATES Page 1 Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATES Date - 03/28/16 Location - ALT. CALC AREA 3 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: ( )l (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 26.113 Psi Required 20.768 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test*, A Date.. of Tcot ' 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 r. ram , @ 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 ESTATES Page 2 Date 03/28/16 City Water Suppl : Demand: Cl - Static Pressure 65.7 D1 - Elevation 9.095 C2 - Residual Pressure: 18 D2 - System Flow : 26.113 C2 - Residual Flow 1500 D2 - System Pressure 53.899 Hose ( Demand) : 5 D3 - System Demand 31.113 Safety Margin 11.764 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 uc E 50 D3 40 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 Page 3 ESTATES 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 N- CPVC 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 RCPVC 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 calcula=ion 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 - STANDARD NP Mechanical ESTATES Node Elevation K-Fact No. H 1 17.5 H2 17.5 H3 12.0 H4 10.0 4.9 H5 10.0 4.9 D1 18.5 D2 18.5 1 18.5 2 18.5 3 13.0 4 13.0 5 13.0 D3 13.0 6 13.0 7 13.0 8 13.0 9 11.0 10 11.0 11 11.0 12 11.0 13 11.0 D4 11.0 D5 11.0 19 11.0 14 11.0 15 11.0 16 18.5 17 18.5 18 18.5 TRA 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 CM -3.0 102 -3.0 101 -3.0 100 -3.0 SRC -11.0 Pt Actual 7.84 8.03 10.i6 7.04 7.16 7.4 7.6 7.6 7.76 10.27 10.29 10.32 10.32 10.32 10.36 10.56 11.52 12.27 12.44 11.51 10.82 6.85 6.98 7.4 9.69 10.06 6.96 7.06 7.23 13.8 20.77 21.69 24.13 25.53 36.33 50.42 50.43 50.43 50.43 53.9 Pn na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Flow Density Actual 5.0 The maximum velocity is 20.62 and it occurs in the pipe between nodes M1 and M2 0.05 0.05 Page 4 Date 03/28/16 Area Press Reg. 256 7.039 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 5 ESTATES 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 H 1 0.0 1.101 O 5.0 1.000 7.836 to 150.0 0.0 5.000 -0.433 D1 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 7.403 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 8.028 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 7.595 K Factor = 0 H3 to D3 H4 to D4 H5 to D5 D1 to 1 D2 to 1 3 to 4 4 to 6 0.0 1.101 150.0 0.0 0.0 N 7.0 0.0 0.0 0.0 0.0� 13.00 1.101 N 7.0 150.0 0.0 13.0 0.0306 _ 0.0 0.0 13.00 13.11 1.101 N 7.0 150.0 0.0 13.11 0.0312 0.0 0.0 13.11 1.000 10.756 7.000 -0.433 8.000 0.0 10.3.23 1.000 7.039 7.000 -0.433 8.000 0.245 6.851 1.000 7.000 8.000 7.161 -0.433 0.250 6.978 7.27 1.101 N 7.0 10.333 7.403 150.0 R 1.0 8.000 0.0 7.27 0.0105 0.0 18.333 0.192 0.0 7.27 0.0 1.101 150.0 0.0 0.0 7.27 1.101 150.0 7.27 0.0104 0.0 1.101 150.0 7.27 0.0105 0.0 1.101 150.0 7.27 0.0105 -2.44 1.101 150.0 4.83 0.0049 7.595 O 5.0 0.500 7.595 0.0 5.000 0.0 0.0 5.500 0.0 N 7.0 8.333 7.595 0.0 7.000 0.0 0.0 15.333 0.160 N 7.0 5.500 7.755 0.0 7.000 2.382 0.0 12.500 0.131 R 1.0 1.000 10.268 0.0 1.000 0.0 0.0 2.000 0.021 R 1.0 5.917 10.289 0.0 1.000 0.0 0.0 6.917 0.034 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.42 K Factor = 4.96 Vel = 2.45 K Factor = 2.64 Vel = 0 Vel = 2.45 Vel = 2.45 Vel = 2.45 Vel = 1.63 0.0 4.83 10.323 K Factor = 1.50 4 2.44 1.101 R 1.0 13.667 10.289 to 150.0 O 5.0 6.000 0.0 5 2.44 0.0014 0.0 19.667 0.027 Vel = 0.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 5 to 7 D3 to 6 LV 7 7 to 8 8 to 9 9 to 10 10 to 11 11 LV 13 13 to 14 D4 D5 to 19 19 to 14 14 to 15 0.0 1.101 150.0 2.44 0.0014 0.0 2.44 0.0 1.101 150.0 0.0 0.0 4.83 1.101 150.0 4.83 0.0050 2.44 1.101 150.0 7.27 0.0105 0.0 1.101 150.0 7.27 0.0104 0.0 1.101 150.0 7.27 0.0105 0.0 1.101 150.0 7.27 0.0104 -26.12 1.101 150.0 -18.85 -0.0609 0.0 1.101 150.0 -18.85 -0.0610 0.0 1.101 150.0 -18.85 -0.0610 0.0 -18.85 13.00 1.101 150.0 13.0 0.0307 0.0 13.00 13.11 1.101 150.0 13.11 0.0312 13.00 1.101 150.0 26.11 0.1114 -18.84 1.101 150.0 7.27 0.0105 2R 2.0 22.000 10.316 N 7.0 9.000 0.0 0.0 31.000 0.044 10.360 O 5.0 1.500 10.323 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 10.323 0.0 5.000 0.0 0.0 7.417 0.037 N 7.0 11.750 10.360 0.0 7.000 0.0 0.0 18.750 0.196 N 7.0 2.000 10.556 0.0 7.000 0.866 0.0 9.000 0.094 7R 7.0 58.167 11.516 N 7.0 14.000 0.0 0.0 72.167 0.755 O 5.0 11.417 12.271 0.0 5.000 0.0 0.0 16.417 0.171 R 1.0 9.333 12.442 O 5.0 6.000 0.0 0.0 15.333 -0.934 O 5.0 6.250 11.508 0.0 5.000 0.0 0.0 11.250 -0.686 2R 2.0 16.583 10.822 0.0 2.000 0.0 0.0 18.583 -1.133 _ 9.689 N 7.0 5.750 6.851 O 5.0 12.000 0.0 N 7.0 5.417 R 1.0 8.000 0.0 13.417 2R 2.0 13.583 O 5.0 7.000 0.0 20.583 3R 3.0 25.250 N 7.0 10.000 0.0 35.250 7.396 6.978 0.0 0.418 7.396 0.0 2.293 Vel = 0.82 K Factor = 0.76 Vel = 0 Vel = 1.63 Vel = 2.45 Vel = 2.45 Vel = 2.45 Vel = 2.45 Vel = 6.35 Vel = 6.35 Vel = 6.35 K Factor = -6.06 Vel = 4.38 K Factor = 4.78 Vel = 8.80 Vel = 2.45 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 15 to 16 16 to 17 17 to 18 18 to D1 0.0 1.101 7.500 10.058 N 7.0 150.0 0.0 7.000 -3.248 7.27 0.0104 0.0 14.500 0.151 0.0 1.101 O 5.0 4.000 6.961 150.0 0.0 5.000 0.0 7.27 0.0106 0.0 9.000 0.095 0.0 1.101 N 7.0 9.917 7.056 150.0 0.0 7.000 0.0 7.27 0.0105 0.0 16.917 0.177 0.0 1.101 2R 2.0 14.333 7.233 150.0 0.0 2.000 0.0 7.27 0.0104 0.0 16.333 0.170 0.0 7.27 7.403 11 26.11 1.101 to 150.0 TRA 26.11 0.1114 TRA to BR BR to X X to EL EL to M1 M1 to M2 M2 to CM CM to 102 102 to 101 101 SRC 0.0 26.11 N 7.0 5.167 12.442 0.0 7.000 0.0 0.0 12.167 1.356 13.798 Vel = 2.45 Vel = 2.45 Vel = 2.45 Vel = 2.45 K Factor = 2.67 Vel = 8.80 K Factor = 7.03 26.11 1.101 2R 2.0 9.000 13.798 150.0 S 9.563 18.562 3.898 26.11 0.1115 N 7.0 27.562 3.072 Vel = 8 80 5.00 1.101 O 5.0 1.000 20.768 Qa = 5 150.0 0.0 5.000 0.0 31.11 0.1540 0.0 6.000 0.924 Vel = 10.48 0.0 1.598 E 5.828 5.000 21.692 150.0 0.0 5.828 2.166 31.11 0.0251 0.0 10.828 0.272 Vel = 4.98 0.0 1.598 E 5.828 50.000 24.130 150.0 0.0 5.828 0.0 31.11 0.0251 0.0 55.828 1.402 Vel = 4.98 0.0 0.785 0.0 1.000 25.532 150.0 0.0 0.0 10.000 * * Fixed Loss = 10 31.11 0.8000 0.0 1.000 0.800 Vel = 20.62 0.0 0.995 T 5.841 50.000 36.332 150.0 0.0 5.841 0.0 31.11 0.2523 0.0 55.841 14.089 Vel = 12.84 0.0 7.68 F 11.278 965.000 50.421 150.0 T 43.857 55.135 0.0 31.11 0.0 0.0 1020.135 0.012 Vel = 0.22 -24.86 7.68 F 11.278 1960.000 50.433 150.0 T 43.857 55.135 0.0 6.25 0.0 0.0 2015.135 0.001 Vel = 0.04 -3.94 7.68 F 11.278 880.000 50.434 150.0 T 43.857 55.135 0.0 2.31 0.0 0.0 935.135 0.0 Vel = 0.02 0.0 7.68 T 43.857 445.000 50.434 150.0 0.0 43.857 3.465 2.31 0.0 0.0 488.857 0.0 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 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 2.31 53.899 K Factor = 0.31 101 3.94 7.68 T 43.857 485.000 50.434 to 150.0 0.0 43.857 3.465 SRC 3.94 0.0 0.0 528.857 0.0 Vel = 0.03 102 to SRC 0.0 3.94 24.87 7.68 150.0 24.87 0.0 0.0 24.87 T 43.857 130.000 0.0 43.857 0.0 173.857 53.899 50.433 3.465 K Factor = 0.54 Vel = 0.17 53.899 K Factor = 3.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES 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 ESTATES HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATE;; 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: ( )1 (X)2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M D E S I G N Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - S 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 Re iced 26.204 Psi Required 23.115 AT BR Summary C-Fa.c*r Used: Overhead 150 Underground 150 W A T E R S P P L Y Water Flow Test: Date of Test Time of Test - Static (Psi) - 73 Residual (Psi) - 20 Flow (GPM) - 1500 Elevation - Location: Source of Information: Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow GPM Page 1 Date 03/28/16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 12.343 C2 - Residual Pressure: 18 D2 - System Flow : 26.204 C2 - Residual Flow 1500 D2 - System Pressure 56.342 Hose ( Demand) : 5 D3 - System Demand . 31.204 Safety Margin 9.321 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 " R 60 E 50 D3 40 30 C2 20 10 D 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 ESTATES Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 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 - STANDARD NP Mechanical ESTATES Node No. H1 H2 H3 H4 H5 D1 D2 1 2 3 4 5 D3 6 7 8 9 10 11 12 13 D4 D5 19 14 15 16 17 18 TR BR X EL M1 M2 CM 102 101 100 SRC Elevation K-Fact 17.5 4.9 17.5 4.9 12.0 10.0 10.0 18.5 18.5 18.5 18.5 13.0 13.0 13.0 13.0 13.0 13.0 13.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 11.0 18.5 18.5 18.5 11.0 2.0 2.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -11.0 Pt Actual 7.26 7.04 10.94 13.36 13.36 7.02 6.85 7.02 7.53 10.33 10.4 10.49 10.51 10.51 10.62 11.25 12.42 14.76 14.23 13.79 13.46 12.92 12.92 12.92 12.92 11.91 8.24 7.98 7.49 16.13 23.12 24.04 26.48 27.89 38.7 52.86 52.88 52.88 52.88 56.34 Pn na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na na Flow Actual 13.2 13.0 5.0 The maximum velocity is 20.68 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Density Area Press Reg. 0.05 256 7.0 0.05 256 7.039, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 H2 to D2 H3 to D3 H4 to D4 H5 to D5 D1 to 1 D2 to 1 1 to 2 2 to 3 3 to 4 4 to 6 4 to 5 13.20 1.101 150.0 13.2 0.0315 0.0 13.20 O 5.0 1.000 7.262 0.0 5.000 -0.433 0.0 6.000 0.189 7.018 13.00 1.101 f � 7.0 1.000 7.039 150.0 0.0 7.000 -0.433 13.0 0.0306 0.0 8.000 0.245 0.0 13.00 6.851 0.0 1.101 N 7.0 1.000 10.940 150.0 0.0 7.000 -0.433 0.0 _ 0.0 0.0 8.000 0.0 0.0 0.0 10.507 0.0 1.101 N 7.0 1.000 13.357 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 12.924 K Factor = 4.90 Vel = 4.45 K Factor = 4.98 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 Vel =0 K Factor = 0 Vet = 0 K Factor = 0 0.0 1.101 N 7.0 1.000 13.357 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.924 K Factor = 0 0.62 1.101 N 7.0 10.333 7.018 150.0 R 1.0 8.000 0.0 0.62 0.0001 0.0 18.333 0.002 Vel = 0.21 0.0 0.62 7.020 K Factor = 0.23 13.00 1.101 O 5.0 0.500 6.851 150.0 0.0 5.000 0.0 13.0 0.0307 0.0 5.500 0.169 Vel = 4.38 0.62 1.101 N 7.0 8.333 7.020 150.0 0.0 7.000 0.0 13.62 0.0334 0.0 15.333 0.512 Vel = 4.59 0.0 1.101 N 7.0 5.500 7.532 150.0 0.0 7.000 2.382 13.62 0.0334 0.0 12.500 0.418 Vel = 4.59 0.0 1.101 R 1.0 1.000 10.332 150.0 0.0 1.000 0.0 13.62 0.0335 0.0 2.000 0.067 Vel = 4.59 -4.57 1.101 R 1.0 5.917 10.399 150.0 0.0 1.000 0.0 9.05 0.0156 0.0 6.917 0.108 Vel = 3.05 0.0 9.05 10.507 K Factor = 2.79 4.57 1.101 R 1.0 13.667 10.399 150.0 O 5.0 6.000 0.0 4.57 0.0044 0.0 19.667 0.087 Vel = 1.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 6 ESTATES 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 5 to I Z)U.0 7 4.57 0.0044 0.0 4.57 D3 0.0 1.101 to 150.0 6 0.0 0.0 6 9.05 1.101 to 150.0 7 9.05 0.0156 7 4.57 1.101 to 150.0 8 13.62 0.0334 8 0.0 1.101 to 150.0 9 13.62 0.0334 9 0.0 1.101 to 150.0 10 13.62 0.0334 10 -26.21 1.101 to 150.0 11 -12.59 -0.0289 11 0.0 1.101 to 150.0 12 -12.59 -0.0289 12 0.0 1.101 to 150.0 13 -12.59 -0.0289 13 0.0 1.101 to 150.0 14 -12.59 -0.0289 2R 2.0 22.000 10.486 N 7.0 9.000 0.0 0.0 31.000 0.137 10.623 O 5.0 1.500 10.507 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 10.507 0.0 5.000 0.0 0.0 7.417 0.116 N 7.0 11.750 10.623 0.0 7.000 0.0 0.0 18.750 0.627 N 7.0 2.000 11.250 0.0 7.000 0.866 0.0 9.000 0.301 7R 7.0 58.167 12.417 O 5.0 12.000 0.0 0.0 70.167 2.344 N 7.0 11.417 14.761 0.0 7.000 0.0 0.0 18.417 -0.532 R 1.0 9.333 14.229 O 5.0 6.000 0.0 0.0 15.333 -0.443 O 5.0 6.250 13.786 0.0 5.000 0.0 0.0 11.250 -0.325 2R 2.0 16.583 13.461 0.0 2.000 0.0 0.0 18.583 -0.537 Vel = 1.54 K Factor = 1.40 Vel =0 Vel = 3.05 Vel = 4.59 Vel = 4.59 Vel = 4.59 Vel = 4.24 Vel = 4.24 Vel = 4.24 Vel = 4.24 0.0 -12.59 12.924 K Factor = -3.50 D4 0.0 1.101 N 7.0 5.750 12.924 to 150.0 O 5.0 12.000 0.0 19 0.0 0.0 0.0 17.750 0.0 Vel = 0 0.0 0.0 12.924 K Factor = 0 D5 0.0 1.101 N 7.0 5.417 12.924 to 150.0 R 1.0 8.000 0.0 19 0.0 0.0 0.0 13.417 0.0 Vel = 0 19 0.0 1.101 2R 2.0 13.583 12.924 to 150.0 O 5.0 7.000 0.0 14 0.0 0.0 0.0 20.583 0.0 Vel = 0 14 -12.59 1.101 3R 3.0 25.250 12.924 to 150.0 N 7.0 10.000 0.0 15 -12.59 -0.0289 0.0 35.250 -1.018 Vel = 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 15 0.0 1.101 N 7.0 7.500 11.906 to 150.0 0.0 7.000 -3.248 16 -12.59 -0.0289 0.0 14.500 -0.419 Vel = 4.24 16 0.0 1.101 O 5.0 4.000 8.239 to 150.0 0.0 5.000 0.0 17 -12.59 -0.0289 0.0 9.000 -0.260 %lel = 4.24 17 0.0 1.101 N 7.0 9.917 7.979 to 150.0 0.0 7.000 0.0 18 -12.59 -0.0289 0.0 16.917 -0.489 Vel = 4.24 18 0.0 1.101 2R 2.0 14.333 7.490 to 150.0 0.0 2.000 0.0 D1 -12.59 -0.0289 0.0 16.333 -0.472 Vel = 4.24 0.0 -12.59 10 26.20 1.101 N 7.0 5.167 to 150.0 0.0 7.000 TR 26.2 0.1122 0.0 12.167 0.0 26.20 TR 26.20 1.101 2R 2.0 9.000 to 150.0 S 9.563 18.562 SR 26 2 0 1121 ^1 70 27 562 t„ to EL 5.00, 1.101 150.0 31.2 0.1550 0.0 1.598 150.0 31.2 0.0252 EL 0.0 1.598 to 150.0 M 1 31.2 0.0253 M 1 0.0 0.785 to 150.0 M2 31.2 0.8040 M2 0.0 0.995 to 150.0 CM 31.2 0.2537 CM to 102 102 to to 100 0.0 7.68 150.0 31.2 0.0 -24.94 7.68 150.0 6.26 0.0_ -3.95 7.68 150.0 2.31 0.0 100 0.0 7.68 to 150.0 SRC 2.31 0.0 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 50.000 0.0 5.828 0.0 55.828 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 11.278 965.000 T 43.857 55.135 0.0 1020.135 F 11.278 1960.000 T 43.857 55.135 0.0 2015.135 F 11.278 880.000 T 43.857 55.135 0.0 935.135 T 43.857 445.000 0.0 43.857 0.0 488.857 7.018 14.761 0.0 1.365 16.126 16.126 3.898 nQi 23.115 0.0 0.930 24.045 2.166 0.273 26.484 0.0 1.410 27.894 1 n nnn K Factor = -4.75 Vel = 8.83 K Factor = 6.52 \/al = R RR Qa=5 Vel = 10.51 Vel = 4.99 Vel = 4.99 * * Fixed Loss = 10 0.0 14.166 Vel = 12.87 52.864 0.0 0.012 52.876 0.0 0.001 52.877 0.0 0.0 52.877 3.465 0.0 Vel = 0.22 Vel = 0.04 Vel = 0.02 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*' * Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 2.31 56.342 101 3.95 7.68 T 43.857 485.000 52.877 to 150.0 0.0 43.857 3.465 SRC 3.95 0.0 0.0 528.857 0.0 0.0 3.95 56.342 102 24.94 7.68 T 43.857 130.000 52.876 to 150.0 0.0 43.857 3.465 SRC 24.94 0.0 0.0 173.857 0.001 0.0 24.94 56.342 K Factor = 0.31 Vel = 0.03 K Factor = 0.53 Vel = 0.17 K Factor = 3.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES 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 ESTATES Page 1 Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATES 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 Type of Calculation: ( ) NFPA 13 Residential ( ) NFPA 13R (X),PI.FPA 13D Y Number of Sprinklers Flowing: WCX) l ( ) 2 ( ) 4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E N D E S I G N Listed Flow at Start Point Gpm System Type Listed Pres. at Start Point —10.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING '4 ( ) Deluge ( ) PreAction Domestic Flow Added 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 20,0a Psi Required 27.445 (, AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test Rated 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 ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure: 18 D2 - System Flow 20.024 C2 - Residual Flow 1500 D2 - System Pressure 54.773 Hose ( Demand) 5 D3 - System Demand 25.024 Safety Margin 10.902 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 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 Page 3 ESTATES Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 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 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 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 - STANDARD NP Mechanical ESTATES Node No. Elevation K-Fact Pt Actual Pn H1 17.5 16.04 na H2 17.5 15.81 na H3 12.0 4.9 16.7 na H4 10.0 20.46 na H5 10.0 20.46 na D1 18.5 15.61 na D2 18.5 15.37 na 1 18.5 15.37 na 2 18.5 15.18 na 3 13.0 17.4 na 4 13.0 17.38 na 5 13.0 17.39 na D3 13.0 16.81 na 6 13.0 17.26 na 7 13.0 17.41 na 8 13.0 17.9 na 9 11.0 19.0 na 10 11.0 20.84 na 11 11.0 20.6 na 12 11.0 20.41 na 13 11.0 20.26 na D4 11.0 20.03 na D5 11.0 20.03 na 19 11.0 20.03 na 14 11.0 20.03 na 15 11.0 19.58 na 16 18.5 16.15 na 17 18.5 16.03 na 18 18.5 15.82 na TR 11.0 21.67 na BR 2.0 27.45 na X 2.0 28.06 na EL -3.0 30.41 na M1 -3.0 31.35 na M2 -3.0 41.88 na CM -3.0 51.3 na 102 -3.0 51.31 na 101 -3.0 51.31 na 100 -3.0 51.31 na SRC -11.0 54.77 na Flow Density Actual Page 4 Date 03/28/16 Area Press Reg. 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 ESTATES 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 H 1 0.0 1.101 O 5.0 1.000 16.042 to 150.0 0.0 5.000 -0.433 D1 0.0 -0.0002 0.0 6.000 -0.001 Vel = 0 0.0 0.0 15.608 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 15.808 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.375 K Factor = 0 H3 , 20.02 1.101 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 0.0 _ 20.02 H4 0.0 1.101 to 150.0 D4 0.0-0.0001 0.0 0.0 H5 to D5 D1 to 1 D2 to 1 01 2 to 3 3 to 4 4 to 6 4 to 5 16.812 N 7.0 1.000 20.462 0.0 7.000 -0.433 0.0 8.000 -0.001 20.028 0.0 1.101 N 7.0 1.000 20.462 150.0 0.0 7.000 -0.433 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 20.028 -8.08 1.101 N 7.0 10.333 15.608 150.0 R 1.0 8.000 0.0 -8.08 -0.0127 0.0 18.333 -0.233 0.0 -8.08 15.375 0.0 1.101 O 5.0 0.500 15.375 150.0 0.0 5.000 0.0 0.0 0.0 0.0 5.500 0.0 -8.08 1.101 150.0 -8.08 -0.0127 0.0 1.101 150.0 -8.08 -0.0128 0.0 1.101 150.0 -8.08 -0.0125 -1.53 1.101 150.0 -9.61 -0.0175 K Factor = 4.88 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 2.72 K Factor = -2.06 Vel = 0 Vel = 2.72 Vel = 2.72 Vel = 2.72 Vel = 3.24 0.0 -9.61 17.256 K Factor = -2.31 1.53 1.101 R 1.0 13.667 17.377 150.0 O 5.0 6.000 0.0 1.53 0.0006 0.0 19.667 0.011 Vel = 0.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N 7.0 8.333 15.375 0.0 7.000 0.0 0.0 15.333 -0.195 N 7.0 5.500 15.180 0.0 7.000 2.382 0.0 12.500 -0.160 R 1.0 1.000 17.402 0.0 1.000 0.0 0.0 Z000 -0.025 R 1.0 5.917 17.377 0.0 1.000 0.0 0.0 6.917 -0.121 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 5 to 7 D3 to 6 6 to 7 7 to 8 8 to 9 9 to 10 10 to 11 11 to 12 12 to 13 13 to 14 0.0 1.101 2R 2.0 22.000 17.388 150.0 N 7.0 9.000 0.0 1.53 0.0006 0.0 31.000 0.019 0.0 1.53 17.407 20.02 1.101 O 5.0 1.500 16.812 150.0 0.0 5.000 0.0 20.02 0.0683 0.0 6.500 0.444 -9.61 1.101 O 5.0 2.417 17.256 150.0 0.0 5.000 0.0 10.41 0.0204 0.0 7.417 0.151 1.53 1.101 N 7.0 11.750 17.407 150.0 0.0 7.000 0.0 11.94 0.0262 0.0 18.750 0.491 0.0 1.101 N 7.0 2.000 17.898 150.0 0.0 7.000 0.866 11.94 0.0262 0.0 9.000 0.236 0.0 1.101 7R 7.0 58.167 19.000 150.0 O 5.0 12.000 0.0 11.94 0.0262 0.0 70.167 1.838 -20.02 1.101 N 7.0 11.417 20.838 150.0 0.0 7.000 0.0 -8.08 -0.0127 0.0 18.417 -0.234 0.0 1.101 R 1.0 9.333 20.604 150.0 O 5.0 6.000 0.0 -8.08 -0.0128 0.0 15.333 -0.196 0.0 1.101 O 5.0 6.250 20.408 150.0 0.0 5.000 0.0 -8.08 -0.0127 0.0 11.250 -0.143 0.0 1.101 2R 2.0 16.583 20.265 150.0 0.0 2.000 0.0 -8.08 -0.0128 0.0 18.583 -0.237 0.0 -8.08 20.028 D4 0.0 1.101 N 7.0 5.750 20.028 to 150.0 O 5.0 12.000 0.0 19 0.0 0.0 0.0 17.750 0.0 D5 to 19 19 to 14 14 to 15 0.0 0.0 20.028 0.0 1.101 N 7.0 5.417 20.028 150.0 R 1.0 8.000 0.0 0.0 0.0 0.0 13.417 0.0 0.0 1.101 2R 2.0 13.583 20.028 150.0 O 5.0 7.000 0.0 0.0 0.0 0.0 20.583 0.0 -8.08 1.101 3R 3.0 25.250 20.028 150.0 N 7.0 10.000 0.0 -8.08 -0.0127 0.0 35.250 -0.449 Vel = 0.52 K Factor = 0.37 Vel = 6.75 Vel = 3.51 Vel = 4.02 Vel = 4.02 Vel = 4.02 Vel = 2.72 Vel = 2.72 Vel = 2.72 Vel = 2.72 K Factor = -1.81 Vet = 0 K Factor = 0 Vel = 0 Vel =0 Vel = 2.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 15 0.0 1.101 to 150.0 16 -8.08-0.0128 16 0.0 1.101 to 150.0 17 -8.08 -0.0127 17 0.0 1.101 to 150.0 18 -8.08 -0.0128 18 0.0 1.101 to 150.0 D 1 -8.08 -0.0127 10 20.02 1.101 to 150.0 TR 20.02 0.0682 TR BR to X X to EL 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 to M 1 0.0 25.02 1.598 150.0 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 150.0 102 25.02 0.0 102 to 101 101 to 100 100 to SRC N 7.0 7.500 19.579 0.0 7.000 -3.248 0.0 14.500 -0.185 O 5.0 4.000 16.146 0.0 5.000 0.0 0.0 9.000 -0.114 N 7.0 9.917 16.032 0.0 7.000 0.0 0.0 16.917 -0.216 2 R 2.0 14.333 15.816 0.0 2.000 0.0 0.0 16.333 -0.208 15.608 N 7.0 5.167 20.838 0.0 7.000 0.0 0.0 12.167 0.830 21.668 2R 2.0 9.000 21.668 S 9.563 18.562 3.898 N 7.0 27.562 1.879 O 5.0 1.000 27.445 0.0 5.000 0.0 0.0 6.000 0.618 E 5.828 5.000 28.063 0.0 5.828 2.166 0.0 10.828 0.181 E 5.828 50.000 30.410 0.0 5.828 0.0 0.0 55.828 0.938 0.0 1.000 31.348 0.0 0.0 10.000 0.0 1.000 0.535 T 5.841 50.000 41.883 0.0 5.841 0.0 0.0 55.841 9.416 F 11.278 965.000 51.299 T 43.857 55.135 0.0 0.0 1020.135 0.008 Vel = 2.72 Vel = 2.72 Vel = 2.72 Vel = 2.72 K Factor = -2.05 Vel = 6.75 K Factor = 4.30 Val= F7-5 Qa=5 Vel = 8.43 Vel = 4.00 Vel = 4.00 Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 -20.00 7.68 F 11.278 1960.000 51.307 150.0 T 43.857 55.135 0.0 5.02 0.0 _ 0.0 2015.135 0.001 Vel = 0.03 -3.17 7.68 F 11.278 880.000 51.308 150.0 T 43.857 55.135 0.0 1.85 0.0 0.0 935.135 0.0 Vel = 0.01 0.0 7.68 T 43.857 445.000 51.308 150.0 0.0 43.857 3.465 1.85 0.0 0.0 488.857 0.0 Vel = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 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 1.85 101 3.17 7.68 to 150.0 SRC 3.17 0.0 0.0 3.17 102 20.00 7.68 to 150.0 SRC 20.0 0.0 0.0 20.00 54.773 T 43.857 485.000 51.308 0.0 43.857 3.465 0.0 528.857 0.0 54.773 T 43.857 130.000 51.307 0.0 43.857 3.465 0.0 173.857 0.001 54.773 K Factor = 0.25 Vel = 0.02 K Factor = 0.43 Vel = 0.14 K Factor = 2.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES Building PLAN 2 Location CALC AREA 3 System Contract Data File PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 ESTATES Date 03/28/16 HYDRAULIC DESIGN INFORMFATION SHEET Name - ESTATES Date - 03/28/16 Location - CALC AREA 3 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 Resid-=nl.ia1 ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (fir) 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 PoinL - 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 26.113 Psi Required 21.435�" AT BR Summary C••Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Data --} TeGt - Rated 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 ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 9.095 C2 - Residual Pressure- 18 D2 - System Flow : 26.113 C2 - Residual Flow 1500 D2 - System Pressure 54.566 Hose ( Demand) 5 D3 - System Demand : 31.113 Safety Margin 11.097 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 vc E 50 D3 40 30 C2 20 10 Di 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 Page 3 ESTATES Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 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 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 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 - STANDARD NP Mechanical ESTATES Node Elevation K-Fact No. Pt Actual Page 4 Date 03/28/16 Pn Flow Density Area Press Actual Reg. H1 17.5 8.16 na H2 17.5 8.42 na H3 12.0 11.26 na H4 10.0 4.9 7.04 na 13.0 H5 10.0 4.9 7.16 na 13.11 D1 18.5 7.73 na D2 18.5 7.98 na 1 18.5 7.98 na 2 18.5 8.2 na 3 13.0 10.75 na 4 13.0 10.78 na 5 13.0 10.82 na D3 13.0 10.83 na 6 13.0 10.83 na 7 13.0 10.88 na 8 13.0 11.14 na 9 11.0 12.13 na 10 11.0 13.11 na 11 11.0 12.12 na 12 11.0 11.29 na 13 11.0 10.69 na D4 11.0 6.85 na D5 11.0 6.98 na 19 11.0 7.4 na 14 11.0 9.69 na 15 11.0 10.18 na 16 18.5 7.14 na 17 18.5 7.26 na 18 18.5 7.5 na TR 11.0 14.47 na BR 2.0 21.43 na 5.0 x 2.0 22.36 na EL -3.0 24.8 na M1 -3.0 26.2 na M2 -3.0 37.0 na CM -3.0 51.09 na 102 -3.0 51.1 na 101 -3.0 51.1 na 100 -3.0 51.1 na SRC -11.0 54.57 na The maximum velocity is 20.62 and it occurs in the pipe between nodes M1 and M2 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 ESTATES 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 0.0 1.101 to 150.0 D1 0.0-0.0002 0.0 0.0 D2 H3 to D3 H4 to D4 H5 to D5 D1 to 1 D2 to 1 1 3 3 to 4 4 to 6 4 to 5 O 5.0 1.000 8.160 0.0 5.000 -0.433 0.0 6.000 -0.001 Vel = 0 0.0 1.101 N 7.0 1.000 8.416 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 7.983 0.0 1.101 N 7.0 1.000 11.260 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 10.827 13.00 1.101 N 7.0 1.000 7.039 150.0 0.0 7.000 -0.433 13.0 0.0306 0.0 8.000 0.245 0.0 13.00 _ 6.851 13.11 1.101 N 7.0 1.000 7.161 150.0 0.0 7.000 -0.433 13.11 0.0312 0.0 8.000 0.250 0.0 13.11 6.978 8.50 1.101 N 7.0 10.333 7.726 150.0 R 1.0 8.000 0.0 8.5 0.0140 0.0 18.333 0.257 0.0 8.50 7.983 0.0 1.101 O 5.0 0.500 7.983 150.0 0.0 5.000 0.0 0.0 0.0 0.0 5.500 0.0_ 8.50 1.101 N 7.0 8.333 7.983 150.0 0.0 7.000 0.0 8.5 0.0140 0.0 15.333 0.214 0.0 1.101 N 7.0 5.500 8.197 150.0 0.0 7.000 2.382 8.5 0.0139 0.0 12.500 0.174 0.0 1.101 150.0 8.5 0.0140 -2.85 1.101 150.0 5.65 0.0067 R 1.0 1.000 10.753 0.0 1.000 0.0 0.0 2.000 0.028 R 1.0 5.917 10.781 0.0 1.000 0.0 0:0 6.917 0.046 K Factor = 0 Vel =0 K Factor = 0 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.42 K Factor = 4.96 Vel = 2.86 K Factor = 3.01 Vel = 0 Vel = 2.86 Vel = 2.86 Vel = 2.86 Vel = 1.90 0.0 5.65 10.827 K Factor = 1.72 2.85 1.101 R 1.0 13.667 10.781 150.0 O 5.0 6.000 0.0 2.85 0.0019 0.0 19.667 0.037 Vel = 0.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES 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 5 to 7 6 6 to 7 _7 to 8 8 to 9 9 to 10 10 to 11 11 to 12 12 to 13 13 to 14 0.0 1.101 150.0 2.85 0.0018 0.0 2.85 0.0 1.101 150.0 0.0 0.0 5.65 1.101 150.0 5.65 0.0065 2.85 1.101 150.0 8.5 0.0140 0.0 1.101 0.0 1.101 150.0 8.5 0.0140 -17.61-0.0538 0.0 1.101 150.0 -17.61 -0.0538 0.0 1.101 150.0 -17.61 -0.0538 0.0 1.101 150.0 -17.61 -0.0538 0.0 -17.61 2R 2.0 10.818 22.000 N 7.0 9.000 0.0 0.0 31.000 0.057 10.875 O 5.0 1.500 10.827 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 10.827 0.0 5.000 0.0 0.0 7.417 0.048 N 7.0 11.750 10.875 0.0 7.000 0.0 0.0 18.750 0.262 N 7.0 2.000 11.137 0.0 7.000 0.866 0.0 9.000 0.126 7R 7.0 58.167 12.129 O 5.0 12.000 0.0 0.0 70.167 0.981 N 7.0 11.417 13.110 0.0 7.000 0.0 0.0 18.417 -0.991 R 1.0 9.333 12.119 O 5.0 6.000 0.0 0.0 15.333 -0.825 O 5.0 6.250 11.294 0.0 5.000 0.0 0.0 11.250 -0.605 2R 2.0 16.583 10.689 0.0 2.000 0.0 0.0 18.583 -1.000 9.689 D4 13.00 1.101 N 7.0 5.750 6.851 to 150.0 O 5.0 12.000 0.0 19 13.0 0.0307 0.0 17.750 0.545 0.0 13.00 7.396 D5 13.11 1.101 to 150.0 19 13.11 0.0312 19 13.00 1.101 to 150.0 14 26.11 0.1114 14 -17.61 1.101 to 150.0 15 8.5 0.0140 N 7.0 5.417 6.978 R 1.0 8.000 0.0 0.0 13.417 0.418 2R 2.0 13.583 7.396 O 5.0 7.000 0.0 0.0 20.583 2.293 3R 3.0 25.250 9.689 N 7.0 10.000 0.0 0.0 35.250 0.493 Vel = 0.96 K Factor = 0.86 Vel = 0 Vel = 1.90 Vel = 2.86 Vel = 2.86 Vel = 2.86 Vel = 5,93 Vel = 5.93 Vel = 5.93 Vel = 5.93 K Factor = -5.66 Vel = 4.38 K Factor = 4.78 Vel = 4.42 Vel = 8.80 Vel = 2.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 7 ESTATES 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 15 to 16 16 to 17 17 to 18 18 to D1 0.0 1.101 150.0 8.5 0.0139 0.0 1.101 150.0 8.5 0.0140 0.0 1.101 150.0 8.5 0.0140 0.0 1.101 150.0 8.5 0.0140 0.0 8.50 N 7.0 7.500 10.182 0.0 7.000 -3.248 0.0- 14.500 0.202 O 5.0 4.000 7.136 0.0 5.000 0.0 0.0 9.000 0.126 N 7.0 9.917 7.262 0.0 7.000 0.0 0.0 16.917 0.236 2R 2.0 14.333 7.498 0.0 2.000 0.0 0.0 16.333 0.228 7.726 Vel = 2.86 Vel = 2.86 Vel = 2.86 Vel = 2.86 K Factor = 3.06 10 26.11 1.101 N 7.0 5.167 13.110 to 150.0 0.0 7.000 0.0 TR 26.11 0.1114 0.0 12.167 1.355 Vel = 8.80 TR to 00 L.11 ail w EL EL to M1 M1 to M2 M2 to CM 0.0 26.11 14.465 26.11 1.101 2R 2.0 9.000 14.465 150.0 S 9.561 18.562 3.898 JG i i !1 i i i G Ai 7_n V 27 562 3 072 5.00 1.101 O 5.0 1.000 21.435 150.0 0.0 5.000 0.0 31.11 0.1542 0.0 6.000 0.925 0.0 1.598 E 5.828 5.000 22.360 150.0 0.0 5.828 2.166 31.11 0.0250 0.0 10.828 0.271 0.0 1.598 E 5.828 50.000 24.797 r\ racior = e.oi Val _ R Rn Qa=5 Vel = 10.48 Vel = 4.98 31.11 0.0251 0.0 55.828 1.402 Vel = 4.98 0.0 0.785 0.0 1.000 26.199 150.0 0.0 0.0 10.000 ` * Fixed Loss = 10 31.11 0.8000 0.0 1.000 0.800 Vel = 20.62 0.0 0.995 T 5.841 50.000 36.999 150.0 0.0 5.841 0.0 31.11 0.2523 0.0 55.841 14.089 Vel = 12.84 CM 0.0 7.68 F 11.278 965.000 51.088 to 150.0 T 43.857 55.135 0.0 102 31.11 0.0 0.0 1020.135 0.012 Vel = 0.22 102 -24.86 7.68 F 11.278 1960.000 51.100 to 150.0 T 43.857 55.135 0.0 101 6.25 0.0 0.0 2015.135 0.001 Vel = 0.04 101 -3.94 7.68 F 11.278 880.000 51.101 to 150.0 T 43.857 55.135 0.0 100 2.31 0.0 0.0 935.135 l445.000 0.0 Vel = 0.02 100 0.0 7.68 T 43.857 51.101 to 150.0 0.0 43.857 3.465 SRC 2.31 0.0 0.0 488.857 0.0 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 8 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 2.31 101 3.94 7.68 to 150.0 SRC 3.94 0.0 0.0 3.94 102 24.87 7.68 to 150.0 SRC 24.87 0.0 0.0 24.87 54.566 T 43.857 485.000 51.101 0.0 43.857 3.465 0.0 528.857 0.0 54.566 T 43.857 130.000 51.100 0.0 43.857 3.465 0.0 173.857 0.001 54.566 K Factor = 0.31 Vel = 0.03 K Factor = 0.53 Vel = 0.17 K Factor = 3.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,. Riverside County Fire Department Fire Protection Planning Section Riverside Office: 2300 Market St, Ste 150, Riverside, CA 92501 Ph (951) 955-4777 Fax (951) 955-4886 Murrieta Office: 39493 Los Alamos Rd , Ste A, Murrieta, CA 92563 Ph (951) 600-6160 Fax (951) 6D0-6164 Palm Desert Offce: 77-933 Las Montaflas Rd., * 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Date: 11 /21 /2016 To: LA QUINTA B&S Fax: Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release Pro %A/FCT FCTATFC/PI AIV 7 LAQ-16-RS-034/LOT 75 80458 CHAMPIONS WAY LA QUINTA, CA APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. A 1 a zinb Signature Enr leAse J. GILLESPIE Print Name Forth C — Revised 7282014 tea, R Residential Connection Charge Estimate Date: June 28, 2016 Customer Name: RREF II- CWC LaQ, LLC Phone No. (760) 918-6768 Parcel No. 775-410-015 Geo. 06-07-16-3 Address: 80458 Champions Way, La QUinta LID: 887862 Block No. Lot No. 75 Size of Lot: 6,970 sq, ft. Tract No. 36537-1 Type of Service: J R-1: LJ Duplex: Triplex: Apts: SWSC; $ Acres: 0.16 SWSC: $0.00 /acre WSBFC: $ SCC: $ 4,851.00 Treatment: $2,436/edu collection: $2,415/edu Meter: $ '3CI C + T Meter Size: i L i inch Meter surcharge: $ Service Size: ( Ir1Ch Service: $ Meter & Service: $ _ Backflow: $ Other: $ - Sewer Lateral: $ _ Total: $ Notes: DWG. 40187 1" srvc exists DWG. 40195 a 4" Lat exists. Per Wellsite Agreement, no WSBFC. All SWSC paid on PZ 15- 6563. Collect only SCC. PZ 15-6797 Technician: Ruben Montiel Fees Approved by. - Information Supplied By Customer CVWD System Data Domestic Water Demand* Max. Flow= 24 gpm Min. Pressure = 37.5 psi Fire Sprinkler Demand* Max. Flow= 31.2 gpm Min. Pressure= 27.9 psi System Type: i- Multi Stand Alone * CVWD USES WORST CASE CONDITION Calculations: Service Connection** Max. Flow*= , , Z gpm Inlet Pressure 1 7 1 , q psi Outlet Pressure= 3 Z . L( psi Meter Size = 3�+-, 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 PZ= Lake Cahuilla Res. # =.6725 � Q�OFESS10 _ Res./Ht=32 0 HGL= 145' —Property Elev.= -4' �����S�E AGUE, Fr, Ps = 71.4 psi Po = 32.4 psi 1" Service hL = 23.4 psi 3/4" Meter hL = 15.6 psi The meter sizing is for plan check purposes y � y LU C 79673 `slQ� XP CIVIL R�.P cF cAo1 Appoved by: Jesse Aguilar Date: 7-11-16 The ultimate responsibility resides with the Engineer -of -Record for the project. *********This is just a QUOTE, all fees are subject to Change********* (Rev. 9/15) 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 99 New ❑ Re -Submittal # ❑ As-builts 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 Permit No. LQ_ t 1p ,125 : p3 Lf O J (c3 Project Information (Please Print) Project Name: TR 36537-1 PGA Estates - M 9}1b, f Office Use Only Riverside Coi.r.'tty Fire Office of the Fire Marshal iu�r :a� 2�I6 R ei d By - I have read and understand that Fire Dept fees are Address: LOT 75/ 80-458 Champions Way/ Plan 2 City & Zip: La Quinta Contact Information CONTACT PERSON: Rachel Hornsby 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 offer 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 Type (Check aporoDriate items ❑ Commercial It ❑ Industrial 9 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area * Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Stara - a Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: Date Paid: i Check#: +{- Received By: Reviewed by: PC Review Date: / $2c'7LI ❑ Approved ❑ Denied Plans Stamped: ❑Yes Letter Attached: OYes Re BFpt#(OCR) qC;Q LLt Job Card Included: 13Yes ❑DBF Fomi 1 — Revised 7/25/2012 C 14- x Lt , 245ip. OQ ❑No ❑No ONO Visit us at www.rvcfire.org Called for Pick -Up Date: �f111k By. Picked Date: / By: Shipped By / Method ■a:; Cervantes, Thomas@CALFIRE Subject: 1. LAQ-I6-RS-034 - PGA WEST/ ESTATES - RES OH ROUGH Location: 80458 CHAMPIONS WAY, LOT 75, LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: Frankie Phone#: Wed 8/10/2016 10:00 AM Wed 8/10/2016 11:00 AM (none) Cervantes, Thomas@CALFIRE Cell#: Co. Name: 951-376-7634 NP Mechanical CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block re -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkle monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Delu a/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 Prima 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 High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: I I Finish Time: 1 Gillespie, James@CALFIRE Subject: 1. LAQ-I6-RS-034 - PGA WEST/ ESTATES - RES SPK FINAL 1 Location: 80458 CHAMPIONS WAY, LOT 75, LA QUINTA Start: Mon 11/21/2016 10:00 AM End: Mon 11/21/2016 11:00 AM Recurrence: (none) Organizer: Gillespie, James@CALFIRE Rep. Name: Phone#: Frankie Co. Name: Cell#: 951-376-7634 NP Mechanical UFUSSOU HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block re -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rou h Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers I Secondary piping Hose racks I Dispensers & shear valves X Final tt Final KITCHEN HOOD EXTINGUISHING J MISC. INSPECTION Detection system Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy StartTime: Finish Time: -.34" c{ Start Time: ,3 ' ', Finish Time: I 1_0,'ou 1 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 -- RIVER51nF UNIT �. JERSIDE COUNTY FIRE. APARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 v Phone (760) 863-8886 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 #75 LAQ-I6-RS-034 / 80-458 Champions 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