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LAQ-16-RS-032 PGA West The Estates Plan 4ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE MARY FASANO 5/26/2016 5/26/2016 BURT HANADA NOTES FROM 1/25/16 PERMIT EXTENSION GRANTED UNTIL MAY 2, 2016 TO PASS INSPECTION. DOCUMENTATION TO EXTEND ESTATES, HACIENDAS AND VILLAS PERMITS (18 QTY) = 2.5 HOURS @ $145.03 PER HOUR. fEE ASSESSED ON BRES2015-0156 ONLY. TELEPHONE CALL DUANE CLAYTON 8/11/2016 8/11/2016 CONTACTED TONY, 760-485-9050, LET HIM KNOW FEES ARE DUE ON PERMIT. CONDITIONS Description: THE SIGNATURE PH 2 ESTATES LOT 73 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 4/23/2015 MFA Parcel No: 775220021 Site Address: 80430 CHAMPIONS WY LA QUINTA,CA 92253 Approved: 5/7/2015 MFA Subdivision: Block: Lot: 73 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/9/2017 JFU Valuation: $301,625.90 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 3,479 SF DWELLING 24 SF DECK PLAN TYPE 4CR, LOT 73 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. REVISED PLAN TYPE 2,760 SF DWELLING 24 SF DECK PLAN TYPE 2C, LOT 73 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. RIVERSIDE COUNTY FIRE PERMIT #LAQ-16-RS-032. SEE FIRE FOLDER. Printed: Wednesday, February 28, 2024 4:00:34 PM 1 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 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 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PLAN CHECK/PERMIT EXTENSION PROCESSING 101-0000-42600 3.73 $362.44 $362.44 2/2/16 R12520 12062 CHECK RREF II CWC LAQ LLC SKH Total Paid for ADMINISTRATIVE: $362.44 $362.44 ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $254.06 $254.06 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $254.06 $254.06 HOURLY CHARGE - BLDG CITY STAFF 101-0000-42600 1 $145.00 $145.00 10/26/16 WEB1134 CREDIT CALIFORNIA WEST CONSTRUCTION I ECON Total Paid for BLDG CITY STAFF - PER HOUR: $145.00 $145.00 BSAS SB1473 FEE 101-0000-20306 0 $13.00 $13.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $13.00 $13.00 Credit Card Fee 101-0000-43505 0 $2.77 $2.77 10/26/16 WEB1134 CREDIT CALIFORNIA WEST CONSTRUCTION I ECON Total Paid for Credit Card Fee: $2.77 $2.77 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Printed: Wednesday, February 28, 2024 4:00:34 PM 2 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/7/15 R5893 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 R5893 10885 CHECK RREF II CWC LAQ LLC MFA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $192.89 $192.89 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for GRADING: $133.43 $133.43 CONDENSER/COMPRES SOR 101-0000-42402 0 $72.52 $72.52 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $48.34 $48.34 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Printed: Wednesday, February 28, 2024 4:00:34 PM 3 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY FURNACE 101-0000-42402 0 $72.52 $72.52 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA FURNACE PC 101-0000-42600 0 $48.34 $48.34 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA VENT FAN 101-0000-42402 0 $72.54 $72.54 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA VENT FAN PC 101-0000-42600 0 $28.98 $28.98 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for MECHANICAL: $360.16 $360.16 MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA MULTI-SPECIES RESIDENTIAL 0-8 UNITS - 2015 UPDATE 101-0000-20310 0 $9.00 $9.00 10/26/16 WEB1134 CREDIT CALIFORNIA WEST CONSTRUCTION I ECON Total Paid for MULTI-SPECIES RESIDENTIAL: $1,301.00 $1,301.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $638.69 $638.69 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PERMIT: $638.69 $638.69 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,363.32 $1,363.32 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,363.32 $1,363.32 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA BACKFLOW DEVICE PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP 101-0000-42401 0 $229.71 $229.71 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP PC 101-0000-42600 0 $229.71 $229.71 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Printed: Wednesday, February 28, 2024 4:00:34 PM 4 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/7/15 R5893 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 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for PLUMBING FEES: $604.47 $604.47 REFUND 06/10/16 OVERPAYMENT 101-0000-42400 0 ($33.04)($33.04)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 101-0000-42600 0 ($172.22)($172.22)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 270-0000-43201 0 ($148.29)($148.29)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 101-0000-20306 0 ($3.00)($3.00)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 101-0000-42402 0 ($72.52)($72.52)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 101-0000-42401 0 ($72.53)($72.53)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 06/10/16 OVERPAYMENT 101-0000-20308 0 ($7.71)($7.71)6/12/16 R16266 111378 CHECK RREF II CWC LAQ LLC CVO REFUND 1/4/17 OVERPAYMENT 101-0000-20310 0 ($9.00)($9.00)1/8/17 R21203 113587 CHECK RREF II CWC LAQ LLC NRO Total Paid for REFUND 1/4/17 OVERPAYMENT: ($518.31)($518.31) SMI - RESIDENTIAL 101-0000-20308 0 $39.21 $39.21 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $39.21 $39.21 Printed: Wednesday, February 28, 2024 4:00:34 PM 5 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 4/1/2016 4/1/2016 APPROVED UNDERGROUND PLBG JFU 4/1/2016 4/1/2016 APPROVED FOOTINGS JFU 4/13/2016 4/13/2016 APPROVED SLAB JFU 4/13/2016 4/13/2016 APPROVED W/EXCEPTIO N COMPLETE DEPUTY INSPECTION REPORT REQUIRED AFTER POUR. ROOF NAIL JFU 7/19/2016 7/19/2016 APPROVED OKAY TO WRAP JFU 8/12/2016 8/12/2016 APPROVED FRAMING JFU 8/17/2016 8/17/2016 DISAPPROVE D FRAMING COMBO INSPECTION CORRECTIONS: -INSTALL NAILPLATES AT VARIOUS LOCATIONS AROUND HOUSE INCLUDING KITCHEN AND BATHROOMS -PULL FEEDER CONDUCTORS TO SUB-PANEL -LOOSE NUTS AT STRONG WALLS AT GREAT ROOM -FILL SHOWER PANS TO BE TESTED FRAMING JFU 8/18/2016 8/18/2016 APPROVED ROUGH ELEC JFU 8/18/2016 8/18/2016 APPROVED ROUGH MECH JFU 8/18/2016 8/18/2016 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$13,664.66 $13,664.66 Printed: Wednesday, February 28, 2024 4:00:34 PM 6 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 BOND INFORMATION ROUGH PLBG JFU 8/18/2016 8/18/2016 APPROVED INSULATION JFU 8/25/2016 8/25/2016 APPROVED LATH AOR 8/26/2016 8/26/2016 NOT READY LATH JFU 8/30/2016 8/30/2016 APPROVED DRYWALL NAIL JFU 8/31/2016 8/31/2016 APPROVED GAS LINE/TEST JFU 9/16/2016 9/16/2016 APPROVED DRIVEWAY APPROACH JPE 11/2/2016 11/2/2016 APPROVED 0830 to 0845Ok 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- PUBLIC WORKS FINAL JPE 12/15/2016 12/15/2016 APPROVED 0730 to 0800Weather - 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- M2000005A-M20A REGISTRATION DATE: 1/4/2017 HERS PROVIDER: CALCERTS, INC. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES PARENT PROJECTS Printed: Wednesday, February 28, 2024 4:00:34 PM 7 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2016 BURT HANADA Signature Phase 2 Permits Extension.docx Signature Phase 2 Permits.docx 0 DOC 1/20/2016 BURT HANADA ESTATES PHASE 2 EXTENSION REQUEST.pdf ESTATES PHASE 2 EXTENSION REQUEST.pdf 0 DOC 1/25/2016 BURT HANADA ESTATES, HACIENDAS and VILLAS PHASE 2 PERMIT EXTENSION APPROVAL AND INVOICE.pdf ESTATES, HACIENDAS and VILLAS PHASE 2 PERMIT EXTENSION APPROVAL AND INVOICE.pdf 1 DOC 5/8/2015 CECILIA PATINO BRES2015-0156 ISSUED PERMIT.pdf BRES2015-0156 ISSUED PERMIT.pdf 0 DOC 10/20/2016 CARLEY VOTAW BRES2015-0156 RREF II CWC LAQ LLC 06-10-16 DONE.pdf BRES2015-0156 RREF II CWC LAQ LLC 06-10-16 DONE.pdf 0 DOC 3/9/2017 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2015-0156 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 3/9/2017 JAKE FUSON FIRE DEPARTMENT CLEARANCE BRES2015-0156 - FIRE DEPARTMENT CLEARANCE.pdf 1 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 11/2/2016 JIM PETERS permit for 80430 Champions Way.JPG permit for 80430 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS front looking north at 80430 Champions Way.JPG front looking north at 80430 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS permit for 80430 Champions Way_1.jpg permit for 80430 Champions Way_1.jpg 0 Printed: Wednesday, February 28, 2024 4:00:34 PM 8 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 12/15/2016 JIM PETERS East side yard looking north.JPG East side yard looking north.JPG 0 IMAGE 12/15/2016 JIM PETERS east side look north of 80430 Champions Way.JPG east side look north of 80430 Champions Way.JPG 0 IMAGE 11/2/2016 JIM PETERS drive approach to 80 430 Champions Way.JPG drive approach to 80 430 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS west side yard looking South at 80430 Champions Way.JPG west side yard looking South at 80430 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS look west back yard of 80430 Champions Way.JPG look west back yard of 80430 Champions Way.JPG 0 Printed: Wednesday, February 28, 2024 4:00:34 PM 9 of 9 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0156 13DICRC 313. 3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN A60ORDANCE 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 'P.EVENT�ON 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 CONGEALED 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 1N 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" O.C. 6. ALL. MATERIALS ARE TO BE UL LISTED. ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS. SCOPE OF WORK 1. INSTALL NEW FIRE PROTECTION SYSTEM IN NEW HOME, 2. ALL PIPE TO BE NEW AND U.L. LISTED FOR USE IN FIRE PROTECTION SYSTEMS. 3. NO PENETRATIONS THROUGH RATED WALLS. 4. FITTING CLASS AND TYPE SHALL MEET OR EXCEED NFPA 13D (2013) AND COUNTY. APPROVAL AND LISTED FOR USE IN FIRE PROTECTION. IV Celiing B {JGstructian �D A Ay(D-8in)+8 [Ai(D-0.2m)+81 where: D s 30in. (0.6 m) DESIGN CRITERIA N.T.S. CONCEALED RES. PENDENT SPRINKLER UPRIGHT QUICK RESPONSE SPRINKLER RES, PENDENT SPRINKLER CHANGE IN ELEVATION ARISER LOCATION (PER DETAIL) (D NODE POINT FOR CALCULATION J FIGURE A.8.2.5.7(a) Example of Shadow Areas (SSUISSP), HANGER TIC ❑ETAIL Elevation View 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 S YMBGL LEGEND Pendent Spray Sprinklersj. dry areas do not exceed 15 ft" (1.4m2) per sprinkler 3/4" thru 2" pipe MATERIAL - Carbon Steel FINISH - Mil Galvanized LISTINGS - UL Listed. EX 4231, EX 2551 T PAT NT - No. 6,648,278. I FUNCTION - To support horizontal piping - CPVC, Copper or Steel ie'-■nr~ol A listed hanger in all 3 mounting position, i.e. side of vertical surface and both topside and underside of horizontal surface. I--1J= A listed retrainer providing vertical and later restraint in all the above-�� mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. r To Sabiiize vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13D. Space by pipe type. Install on wood, concrete or steel. L_ _J Snap over pipe, then squeeze strap back allowing pipe to slide freely. When # 905 threads are exposed in wood, insall #906 backing nut. {4j FASTENERS 'WOOD' UL Listed per NFPA 13 CPVC pipe - #905 screw - no pre -drill i Capper pipe 905 screw - no pre -drill I I Steel pipe -- 1 4"x1 1/2" lag screw - no pre -drill Thru 5 8" gypsum board - 1/4"x2" lag screw *SJEELMted per NFPA 13 - mm 18 GA CPVC pipe - 1/4' or #14 Tek Screw [__�� - Copper pipe - 1/4" or #14 Tek Screw Steel pipe - 1/4" or #14 Tek Screw i I *CONCRETEit-ed minimum load each fastener Thd 716lgber qf&-I-250lb,7 W. FEATURES t 1 �2" Offset - pipe wall to mounting surface * 3/4 and t" pipe size made with common center -line t * Leg design produces superior strength ► �� e a *Offset ed a eliminates abrasion " AFCON905 screw listed for woad has 5-16" hex head - included t==y Nomirml Pipe Size on.) 1 %' IV 2' 2W 3" 33V 4" 5" 6- B' Steel piaMpe exceptthreaded NIA 12'-0' 12'-0" i6-(r 15'-0" 16-0" 15'-o' 15' 0' is-o" 75'-o- 15'-0" Is'-T Iightw Threaded fightwall steel WA 12'4r 12'-0' 12'-W 12'-0" 12'-0' 12'-0' NIA WA NIA WA WA pOO copper tube 6-0' 8'4r 10'4r W-0" 12'-0" 12'40" 12-0` 15'-0' 15,4r is-0- 15'-0' 154 CPVC 6-6- 6'4" 6-0" 7'4r TV V-Cr 10`-0' WA NIA WA NIA WA Pdybutyk my (IPS) WA T-9' 4W 5'-T V-11" WA WA WA NIA WA WA WA PnlyWutylene (CT$) 2'-11" 3W 3'-1 V 4'-V 5'-F NIA WA WA NIA WA WA WA DuctM iron pipe WA NIA NIA NIA WA 16-0' WA WA 16-0" WA 16-W 16-0" 514 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE -� j- 51ZE &PIPE TYPE - - A B B 314" THRU 3" C.PN.C. PIPE LISTINGS - -;- UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, SPACE BY PIPE TYPE FASTENERS- U in WOOD: 3I4" - 3" CPVC PIPE - #T5 SCREW - NO PRE -DRILL 4 in STEEL: 314" - 3" CPVC PIPIE - 114'' OR #14 TEK SCREW Nominal pipe size (in.) 'YT 1' 1'.i" 1 W 2' 2'h' 3' 3W 4' 5' a, steel pipeH except threaded Iigtltwa WA 12'-V 12'4r 15'-0" 16-V 15'-0' 16-T 16-(r 16-T 16-0' 15,-W 15'-0" Threaded ligftWall steel WA 12'-T 12'-0" 12'-T 12-W 12'-W 12'4r WA NIA NIA NIA NIA PO Copper tube 8'-W a'-0' 10-0' 10'-0" 1 T-T 12'-V 12'4r 164r 15-0' 15'-V I F-V 16-(r CPVC 6-6' 6'-0" &-6' T-0" B'-0' 9'-0* 10'-W NIA NIA WA NIA NIA Polybutylene (IPS) NIA 3'-T 4'-7' 6-0' 5'-1 V NA NIA NIA WA WA WA WA PolybuMene (CTS) 2'-11" 3'4* T-11' 4'-6' V-5' NIA NIA NIA NIA WA NIA WA DucUls Iron pipe WA NIA NIA NIA WA 15'-0' WA WA 16-Ir NIA 15'-V 16-7 510 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE 9 Nomlr l Pipe Size {in.) 1 %' 2" 2W 3" 311V 4" 5' 6" 8" Steeps except threaded WA 12'-V 12-0* 16-0' 15-0' 15'-0' 16-0" 15'-0' 15'-0' 1 V-0' 15'-0" 15'-0" Threaded Iig6hvWl steel WA 12'-0' 12'-T 12'-0' 12'-0" 12'-0' 12'-0* NIA WA NIA NIA NIA pipe Coppertube B'-0* 8'-0' 10'-0' 10'-0' 12'4r 12'-U* 12'-V 16-0" 15'-0' 151-0" 16-0' 15'-0' CPVC 5'-6* W-O' 6'•6' T-0' 9'-0" 9'-0' 10'-V NIA WA WA NIA WA P01ytx41erie (IPS) WA 3'-9' 4'-7' 5'-W V-11" WA NIA NIA WA NIA NIA NIA P0lybutylene (CTS) 2'-11' V4 T-11" 4'-5' 5'-5" WA WA NIA WA WA NIA WA DuuMe iron pipe WA NIA NIA WA NIA 15'-0' WA NIA W-0' WA 1 F-G" 15'-0' 515 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE E PAVING DF- WAY L'TY UNE NT kND GUTTER 2 CURB WALL. 4G WALL WALL DRAIN SWALE Eta FOOTING WAY 7 GUTTER �L E ,LOPE ON 'FERAL MA > WIEST SITE WEI oR-e A9 TY MAP NTS I1 e�1 64 65 66 s� ss \313O \/ \ 225 .. , 1 13 j � 17 0-1' 82 1 _ a A nrl / 69/ 24 2-3 811 P C- p0 - 71 72 21 1 1 88 '8 20 19 18 1 1 92 9 1 7 _ 74 \ ; 85 7 rt I 1847 77/ I 8 78 0 i `� I1 I 21 1 1 1 I -LJ 1p ELEVATION: 490 "� y q k SRC _ SIGNA i"U- 60 900 93 i 858 u� KIAWAH ISLAND - - _ CO3 _,.._.. _� _ _ - __ _ S7 a a4 67 ,.. _..._. _M. _ _._ 4 I.w ... _ _.. . 95 36 . 65 ce VIVA. � � wpm I 54 34 1. 53 -j AA33 Y 8 � S 11 G 7214 42 31 48 47 ' I 4r 45 44 4 CPVC TO SYSTEM TR 10' ELEV. LJ ___ - 14" x 14" ' 1 CPVC RISER ACCESS DOOR i �- +300 PSI PRESSURE GAUGE MAIN DRAIN VALVE Ta DOMESTIC 1/2" DRAIN TO EXTERIOR �� REGULATOR SET @ "XV PSI BY PLUMBING CONTRACTOR RUBBER FACED CHECK VALVE---� i -A PAINT OF CONNECTION a PSI LOSS ----1 ----__� FOR FIRE SPRINKLER 5 GPM A LOWANCE U 900 INTO BUILDING � 1" CPVC � 2' ELEV. FINISH GRADE O' ELEV. 1 Y2" CPVC 3/4" METER 10 PSI LOSS 2'� 28 "y I 28 2 iOAa.9 " SITE WA TER PLAN N. T. S. STATIC 73 - 10% =65.7 PSI RESIDUAL 20 -10%a =18 PSI FLOW 1500 GPM WATER FLOW INFCRIVIATIQN PER NFPA 13D 2013: NO SPARE SPRINKLERS SHALL BE REQUIRED TO BE PROVIDED SECTION 5.1 .1 .1 I' TAP INTO WATER MAIN 1'/'CPVC 1" COPPER K E L METER -3' ELEV. 50' MAX M � M � 50' MAx I 11 !I idOpE POMT5 r?HC WN V Y FOR rlYDlzau��c REFyRi7Jc€ -T ELEV. -T ELEV. NO E- FOOTAGE TO HE YKAST eA_._ scEHARI:) RISER AND UNDERGROUND DETAIL UNDERGROUND BY OTHERS N.T.S. APPIROVAIL Have foide CCIunCY Re oapa"int The peY� Kohl rmat the violation, omission orr faulty t Inatallati0tl of any requirements of Title 24 or any Local ordinances. Construction shall remain accessible and exposed far inspection purposes until approvers by the Fire Department. ow Z �0 � $DES APPROVAL STAMP .hp MECHANICAL I LICENSE NO. 890694 ! • 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 0 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, anti 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, 'rrcl ION ��► CLASSIFICATION �� t- C-16 LICENSE NO. 890694 of CAL `'�4�� W w u7 < Q Ii U- L.L ta.: a }-- U) C6 Uj (n co 1Y co LLJ r � � c7 M �M1�� r u7 IT 04 ❑ (j C tl � 40 p of w -jL) V~3 W F-� LLi U-~ d r Ld U NOTES REVISIONS I NO. I DATE I DESCRIPTION U] W cn �U) '*j' Z LU .._ --rt C) 11J Z CO OL F- Q LL Z U] J < _ W < J C) CLC) ■ CIO C) CL 00 A OUTDOOR LIVING lit'-T GLG. 1ST FLOOR SCALE: 1/4" = 1' CEILING FAN OPT AT LOFT SCALE: Y'• = 1' ALT.RISER LOCATION SCALE: '/4" = 11 c: 2ND FLOOR SCALE: 1/4" = 11 Ia dN 1" x 1-4� II II I I I1 HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC ARF1+ 1 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: Ga GPWSQ.FT. DESIGNED AREA OF DISCHARGE 2 HEAP CALC- 25fi SO.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.22 GPM RESIDUAL PRESSURE 1 22.999 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.22 GPM RESIDUAL PRESSURE 5s.242 Psl *SAFTEY FACTOR 9.421 Psi HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALL AREA 2 NO. OF SPRINKLERS 1 BASIS OF DESIGN DENSITY: 1.105 CaPMI50.FT. DESIGNED AREA OF DISCHARGE i HEAD CALC. OLIO &4.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.G24 GPM RESIDUAL PRESSURE 27.a2o Psti SYSTEM DEMAND AT SOURCE GPM DISCHARGE F 25-024 13PM RESIDUAL PRESSURE I sA.748 Pi] *SAFTEY FACTOR 1 10.928 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA 3 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: 1.05 Gf'MISa.FT. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 so -PT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.155 GPLA RESIDUAL PRESSURE 1 2.2.832 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.155 GPM RESIDUAL PRESSURE 56.007 PSI *SAFTEY FACTOR 9-666 Psl Sprinkler Head Schedule Symbol Count Thread K—Factor description Note p 6 1/2" 4.9 RELIABLE: FIRES49 7/16 FR 175 BB PD on Drop 31 1/2" 4.9 REIJABLE RFC49 7/16 FIR 165 BZ CC on Drop 37 = Total Number of Heads This Floor HYD RAU C - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT-GALL AREA t NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: 1a5 GPMISa.FT. DESIGNED AREA OF DISCHARGE 2 HEAD CALL. 256 SQVTF SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 1 26.221 GPM RESIDUAL PRESSURE 1 21.908 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.221 a?M RESIDUAL PRESSURE 55.150 Psl *SAFTEY FACTOR 10.513 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT-CALL AREA 2 NO. OF SPRINKLERS Q BASIS OF DESIGN DENSITY: 1 .05 GPnvsca Fr. DESIGNED AREA OF DISCHARGE 1 HEAD CALC, 400 sa.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.024GPM RESIDUAL PRESSURE 25.790 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE I 25.024 GPM RESIDUAL PRESSURE 154.117 PSI *SAFTEY FACTOR 11.556 Psl HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT-CALC AREA 3 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: .05 GPMrso.Fr. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 So.FL, SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.155 GPM RESIDUAL PRESSURE 21.503 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.155 GPM RESIDUAL PRESSURE 54.s78 Psi *SAFTEY FACTOR 10.985 PSI NOTES: A. ALL HEAD SPACING TO BE 16'X16', 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. F. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY, HANGER SPACING TO BE PER TABLES ON THIS SHEET. ALL PIPING INSTALLED WITHIN THE ATTIC SHALL BE PROVIDED WITH INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE OF THE PIPES RATED TEMPERATURE. PER NFPA 13D EDITION EXCLUDING, 1❑. 8.2.5.7 SHADOW AREAS: SHADOW AREAS SHOULD BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 SQ. FT. PER SPRINKLER 2� 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 SQ. FT. AND LESS 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 SOURING MECHANICAL EQUIPMENT, THAT ARE NOT LARGER THAN 400 FT' 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 FP 2. THE ENTIRE FLOOR UNDER -THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS Al THE LOWER CEILING ELEVATION. 3. THE INTERIOR F1NISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE TREATMENT IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIAL. 4, SKYLIGHTS NOT EXCEEDING 32 FT'SHALL BE PERMITTED TO HAVE A PLASTIC COVER. NP MECHANICAL LICENSE NO. 890694 a 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 plans is the sole properly of NP MECHANICAL, INC. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. r � I ON co, <z X'� 4 CLASSIFICATION LL C-16 ;V LICENSE NO. 890694 of C AL \rid U) j < L.L LL LL LL � >_ WmU LU ��4 U] �z °o W _ a0� z Q 0- 1 F— Z - = d 0 Cy EY [ 0 0< --I L1J 0 U� W nJ�Q 00 D4 ° z iz m 0 IZ NOTES I REVISIONS NO. DATE I DESCRIPTION W LLJ w W w Z �0 LL J w 12L IRT NT CY) I z J a z O r= L) CY3 C:) 00 H Ld cub LU Q H z D 0 W 0 in L1J [Y --i 2 d PAGE NAME: PIPING PLAN DATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IFSHEET ISLESS THAN 24"XW IT IS A REDUCED PRINT SCALE R E DUCE ACCORDINGLY SCALE: JOB NUMBER: F-0004 FP2 I 12 12 3� �3 T.O.T.0 M E C HAN I CAL ul LICENSE NO. 890694 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION - s ' 9225 STELLAR COURT SUITE A JR. hvfA57ER 5ALGON1' CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 The recipient of these plans hereby 70F PLT. acknowledges that all plans, details, specifications or methods of FIN. FLR. Installation contained in this set of plans is the sale property of NP TOP PLT. MECHANICAL, INC. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. N1A5TER MASTER a CLASSIFICATIONn� EDRDDM 5TH NALK—IN PAN I5A. 2 PEI;R00M 2 �ARA�E - o CLOSET ,� C-1 8 LICENSE NO. 89D894 .O.G. '9j� �C4' N. FLR. T CA SECTION A SCALE: 1/4" = 1' I- 12 12 W w LL U_ LL Lz cow V) U _j 12 r W rti d r J j co U r� 3 U z _ CL m ni c*a z_ �z ti <C3 a T.O< oo ❑ VE � Q 000OQJ W I!_ IL IL¢jU) = U p r]z C7 uLI Q rN > LO1✓T CD ` 12 3 jn 1 IRI ;- NOTES OUTDOOR C REAT DEN/ OPT. JR. 1-�A57ER1 GART L I V IN 6 ROOM GOURTYAR=� CD 1 N I NC x, C A51 TAeARAOFE REVISIONS i� NO. DATE DESCRIPTION PIN. PLR. FIN. FLR. FIN. FLFZ.LL 7.O.G. SECTION B SCALE-1/4 " = 1' tf3 � W ~ W d TOP PLT. F. W < � � _ z w� CY)0 OL � w< _ o � CY) � a- C:) 00 LAu,E>Roo1 .2 1*IN. FLR. FIN. FLR. SECTION C SCALE: 1/4" = 1' PAGE NAME: SECTIONS PATE 03J25I2016 DESIGNER EflWARI] HERNANDEZ SHEET SIZE 24" X 36" IF SHEET I5 LESS THAN 24' ](38" rr IS A REDUCED PRINT SCALE REDUCE ACCORalNGLY SCALE: 1I4'=7'-0" 3' a JOB NUMBER: F-0000 Zate: Residential Connection Char a Estimate June 28, 2016 Customer Name: RREF II- CWC LaQ, LLC Phone No. (760) 918-6768 Parcel No. 775-410-013 Geo. 06-07-16-3 Address: 80430 Champions Way, La Quinta LID: 887910 Block No. Lot No. 73 size of Lot: 6,970 Sq, ft. Tract No. 36537-1 Type of Service: R-1: J Duplex: Triplex: Apts: SWSC' $ - Acres: 0.16 SWSC: $13,011.00 /acre WSBFC: $ SCC: $ 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ Meter size: inch Meter surcharge: $ - Service Size:' inch Service: $ - Meter & Service: $ - Abandon/Relocate: Backflow: $ _ Other: $ - Notes: Tract No. 36537-1, Per Wellsite Agreement, no WSBFC. Sewer Lateral:' $ - All SWSC paid on PZ 15-6563. Collect only SCC. PZ 16- 6897 Total: $ Technidan::Ruben Montiel Fees Approved by: t�NL r Date; 7 13,��p Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 24 gpm Max. Flow*= `- Z, gpm Min. Pressure= 37.5 psi Inlet Pressure 1= 70 _ psi Fire 5 rinkler Demand* Outlet Pressure=. ?� L , psi Max. Flow= 31.2 gpm Min. Pressure= 27.9 psi Meter Size I inch System Type: ED El Service Size=' inch Multi Stand Alone ' Prior to Pressure Re u lati nL, Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Lake Cahuilla Calculations: , PZ= Res. # = 6725 Res./Ht=32 FES5f 145' HGL= Property Elev. = -2 ��AG��Gle 5 �P y C 79673 Ps = 70.6 psi Po = 31.6 psi 1" Service hL = 23.4 psi 3/4" Meter hL = 15.6 psi P r F OF F Cjk ae ` ti� ALiF � Appoved by: Jesse Aguilar Date, 7-11-16 The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. cvwd-950 *********This is just a QUOTE, all fees are subject to Change****"**** (Rev. 9/15) MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES Building PLAN 4 Location ALT. CALC AREA 1 System Contract Data File ALT. PLAN 4 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 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( ) 1 (X) 2 ( ) 4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point -- 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added - Elevation at Highest Outlet - Note: Calculation ' fit Required 11.221 Summary C-Factor Used: W Water Flow Test: T hate of Test - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y 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 Psi Required 21.906 1?A AT BR Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 12.387 C2 - Residual Pressure: 18 D2 - System Flow : 26.221 C2 - Residual Flow 1500 D2 - System Pressure 55.150 Hose ( Demand) : 5 D3 - System Demand : 31.221 Safety Margin : 10.513 150 140 130 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 (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 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 No, H1 H2 H3 H4 H5 D1 D2 1 2 3 4 5 D3 6 7 8 9 10 TRA 13 14 16 17 18 D4 19 D5 21 20 22 23 12 BR X EL M1 M2 CM 102 101 100 SRC Elevation K-Fact 17.6 4.9 17.6 4.9 12.0 19.0 19.0 18.6 18.6 18.6 18.6 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 18.6 18.6 20.0 20.0 20.0 20.0 20.0 20.0 20.0 11.0 2.0 2.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -11.0 Pt Actual 7.28 7,04 k 0, 96 10.53 10.53 7.04 6.85 7.04 7.47 10.26 10.43 10.51 10.53 10.53 10.63 11.17 12.29 13.96 14.91 14.67 14.01 12.23 8.45 7.58 10.1 10.1 10.1 10.1 10.1 10.1 10.08 14.4 21.91 22.84 25.28 26.69 37.49 51.67 51.68 51.68 51.68 55.15 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 na na Flow Actual 13.22 13.0 5.0 The maximum velocity is 20.7 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 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 H1 13.22 1.101 O 5.0 1.000 7.280 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 D1 13.22 0.0315 0.0 6.000 0.189 Vel = 4.45 0.0 13.22 7.036 K Factor = 4.98 H2 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H3 0.0 1.101 N 7.0 1.000 10.959 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 10.526 K Factor = 0 H4 0.0 1.101 N 7.0 1.000 10.531 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 10.098 K Factor = 0 _ H5 0.0 1.101 O 5.0 1.000 10.531 to 150.0 on 5_000 -0.433 D5 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 10.098 K Factor = 0 D1 -0.43 1.101 N 7.0 10.333 7.036 to 150.0 R 1.0 8.000 0.0 1 -0.43 -0.0001 0.0 18.333 -0.001 Vel = 0.14 0.0 -0.43 7.035 K Factor = -0.16 D2 13.00 1.101 O 5.0 1.000 6.851 to 150.0 0.0 5.000 0.0 13.0 0.0307 0.0 6.000 0.184 Vel = 4.38 _1 1 -0.43 1.101 N 7.0 8.250 7.035 to 150.0 0.0 7.000 0.0 2 12.57 0.0289 0.0 15.250 0.440 Vel = 4.24 2 0.0 1.101 N 7.0 5.500 7.475 to 150.0 0.0 7.000 2.425 3 _ 12.57 0.0288 0.0 12.500 0.360 Vel = 4.24 3 0.0 1.101 O 5.0 1.000 10.260 to 150.0 0.0 5.000 0.0 4 12.57 0.0288 T 0.0 6.000 0.173 Vel = 4.24 4 -8.35 1.101 R 1.0 13.583 10.433 to 150.0 O 5.0 6.000 0.0 5 4.22 0.0038 0.0 19.583 0.075 Vel = 1.42 5 0.0 1.101 2R 2.0 22.000 10.508 to 150.0 N 7.0 9.000 0.0 7 4.22 0.0038 0.0 31.000 0.118 Vel = 1.42 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 I 0.0 4.22 8.35 1.101 150.0 8.35 0.0134 0.0 8.35 10.626 K Factor = 1.29 R 1.0 5.917 10.433 0.0 1.000 0.0 0.0 6.917 0.093 Vel = 2.81 10.526 D3 0.0 1.101 O 5.0 1.500 10.526 to 150.0 0.0 5.000 0.0 6 0.0 0.0 0.0 6.500 0.0 6 8.35 1.101 O 5.0 2.417 10.526 to 150.0 0.0 5.000 0.0 7 8.35 0.0135 0.0 7.417 0.100 7 4.22 1.101 N 7.0 11.750 10.626 to 150.0 0.0 7.000 0.0 8 12.57 0.0289 0.0 18.750 0.541 8 0.0 1.101 N 7.0 2.000 11.167 to 150.0 0.0 7.000 0.866 9 12.57 0.0288 0.0 9.000 0.259 9 0.0 1.101 6R 6.0 47.000 12.292 to 150.0 O 5.0 11.000 0.0 10 12.57 0.0288 0.0 58.000 1.671 10 -11.06 1.101 N 7.0 3.917 13.963 to 150.0 0.0 7.000 4.764 11 1.51 0.0005 0.0 10.917 0.006 0.0 1.51 18.733 10 11.06 1.101 R 1.0 11.083 13.963 to 150.0 N 7.0 8.000 0.0 12 11.06 0.0227 0.0 19.083 0.434 0.0 11.06 14.397 TRA -15.16 1.101 O 5.0 1.000 14.913 to 150.0 0.0 5.000 0.0 13 -15.16 -0.0408 0.0 6.000 -0.245 13 0.0 1.101 O 5.0 11.167 14.668 to 150.0 0.0 5.000 0.0 14 -15.16 -0.0407 0.0 16.167 -0.658 14 to 15 14 to 16 16 to 17 K Factor = 2.57 Vel = 0 Vel = 2.81 Vel = 4.24 Vel = 4.24 Vel = 4.24 Vel = 0.51 K Factor = 0.35 Vel = 3.73 K Factor = 2.91 Vel = 5.11 Vel = 5.11 13.65 1.101 N 7.0 1.000 14.010 150.0 0.0 7.000 4.764 -1.51 -0.0006 0.0 8.000 -0.005 Vel = 0.51 0.0 -1.51 18.769 K Factor = -0.35 -13.65 1.101 6R 6.0 40.000 14.010 150.0 N 7.0 13.000 0.0 -13.65 -0.0336 0.0 53.000 -1.780 Vel = 4.60 0.0 1.101 N 7.0 7.500 12.230 150.0 0.0 7.000 -3.292 -13.65 -0.0335 0.0 14.500 -0.486 Vel = 4.60 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 17 0.0 1.101 O 5.0 13.917 8.452 to 150.0 N 7.0 12.000 0.0 18 -13.65 -0.0336 0.0 25.917 -0.870 Vel = 4.60 18 0.0 1.101 2R 2.0 14.250 7.582 to 150.0 0.0 2.000 0.0 D1 -13.65 -0.0336 0.0 16.250 -0.546 Vel = 4.60 0.0 -13.65 7.036 K Factor = -5.15 D4 0.0 1.101 N 7.0 16.167 10.098 to 150.0 O 5.0 12.000 0.0 19 0.0 0.0 0.0 28.167 0.0 Vel = 0 19 0.0 1.101 R 1.0 0.500 10.098 to 150.0 0.0 1.000 0.0 D5 0.0 0.0 0.0 1.500 0.0 Vel = 0 D5 0.0 1.101 R 1.0 8.000 10.098 to 150.0 0.0 1.000 0.0 20 0.0 0.0 0.0 9.000 0.0 Vel = 0 0.0 0.0 10.098 K Factor = 0 D4 0.0 1.101 N 7.0 8.000 10.098 to 150.0 0.0 7.000 0.0 21 n n n n n.0 15.000 0.0 Vel = 0 21 0.0 1.101 3R 3.0 15.667 10.098 to 150.0 O 5.0 8.000 0.0 20 0.0 0.0 0.0 23.667 0.0 Vel = 0 20 0.0 1.101 R 1.0 4.333 10.098 to 150.0 O 5.0 6.000 0.0 22 0.0 0.0 0.0 10.333 0.0 Vel = 0 22 1.51 1.101 N 7.0 10.000 10.098 to 150.0 0.0 7.000 8.662 15 1.51 0.0005 0.0 17.000 0.009 Vel = 0.51 0.0 1.51 18.769 K Factor = 0.35 22 -1.51 1.101 21R 2.0 20.500 10.098 to 150.0 N 7.0 9.000 0.0 23 -1.51 -0.0006 0.0 29.500 -0.017 Vel = 0.51 23 0.0 1.101 N 7.0 10.000 10.081 to 150.0 0.0 7.000 8.662 11 -1.51 -0.0006 0.0 17.000 -0.010 Vel = 0.51 0.0 -1.51 18.733 K Factor = -0.35 12 11.06 1.101 R 1.0 16.667 14.397 to 150.0 O 5.0 6.000 0.0 TRA 11.06 0.0228 0.0 22.667 0.516 Vel = 3.73 0.0 11.06 14.913 K Factor = 2.86 TRA 26.22 1.101 219, 2.0 9.000 14.913 to 150.0 S 9.563 18.562 3.898 BR 26.22 0.1123 N 7.0 27.562 3.095 Vel = 8.84 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 BR 1.101 O 1.000 21.906 Qa = 5 5.00 5.0 to 150.0 0.0 5.000 0.0 X 31.22 0.1550 0.0 6.000 0.930 Vel = 10.52 X 0.0 1.598 E 5.828 5.000 22.836 to 150.0 0.0 5.828 2.166 EL 31.22 0.0253 0.0 10.828 0.274 Vel = 4.99 EL 0.0 1.598 E 5.828 50.000 25.276 to 150.0 0.0 5.828 0.0 M1 31.22 0.0253 0.0 55.828 1.411 Vel = 4.99 M 1 0.0 0.785 0.0 1.000 26.687 to 150.0 0.0 0.0 10.000 * " Fixed Loss = 10 M2 31.22 0.8050 0.0 1.000 0.805 Vel = 20.70 M2 0.0 0.995 T 5.841 50.000 37.492 to 150.0 0.0 5.841 0.0 CM 31.22 0.2539 0.0 55.841 14.179 Vel = 12.88 CM 0.0 7.68 F 11.278 965.000 51.671 to 150.0 T 43.857 55.135 0.0 102 31.22 0.0 0.0 1020.135 0.013 Vel = 0.22 102 -24.95 7.68 F 11.278 1960.000 51.684 to 150.0 T 43.857 55.135 0.0 101 6.27 0.0 0.0 2015.135 0.001 Vel = 0.04 101 -3.96 7.68 F 11.278 880.000 51.685 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 51.685 to 150.0 0.0 43.857 3.465 SRC 2.31 0.0 0.0 488.857 0.0 Vel = 0.02 0.0 2.31 55.150 K Factor = 0.31 101 3.95 7.68 T 43.857 485.000 51.685 to 150.0 0.0 43.857 3.465 SRC 3.95 0.0 0.0 528.857 0.0 Vel = 0.03 0.0 3.95 55.150 K Factor = 0.53 102 24.95 7.68 T 43.857 130.000 51.684 to 150.0 0.0 43.857 3.465 SRC 24.95 0.0 0.0 173.857 0.001 Vel = 0.17 0.0 24.95 55.150 K Factor = 3.36 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 4 Location ALT. CALC AREA 2 System Contract Data File ALT. PLAN 4 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 - ALT. CALC AREA 2 Building - PLAN 4 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 IN D E S I G N Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm.,Required 20.024 Psi Required 26.79.0 A AT BR Summary C-Factor Used: Overhead 15.0. Underground 150 W Water Flow Test: 21 Date -of Test - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. C_ap . @ 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 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 54.117 Hose ( Demand) 5 D3 - System Demand : 25.024 Safety Margin 11.558 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 uc E 50 D3 40 30 C2 2 0 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 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 Page 4 Date 03/28/16 Node Elevation K-Fact Pt No Actual H1 17.6 16.12 H2 17.6 15.86 H3 12.0 4.9 167 H4 19.0 17.0 H5 19.0 17.0 D 1 18.6 15.68 D2 18.6 15.43 1 18.6 15.43 2 18.6 15.21 3 13.0 17.46 4 13.0 17.38 5 13.0 17.39 D3 1 & 0 16.81 6 13.0 17.26 7 13.0 17.4 8 13.0 17.86 9 11.0 18.95 10 11.0 20.37 TRA 11.0 21.01 13 11.0 20.87 14 11.0 20.5 16 11.0 19.76 17 18.6 16.27 18 18.6 15.91 D4 20.0 16.57 19 20.0 16.57 D5 20.0 16.57 21 20.0 16.57 20 20.0 16.57 22 20.0 16.57 23 20.0 16.52 12 11.0 20.67 BR 2.0 26.79 X 2.0 27.41 EL -3.0 29.75 M 1 -3.0 30.69 M2 -3.0 41.23 CM -3.0 50.64 102 -3.0 50.65 101 -3.0 50.65 100 -3.0 50.65 SRC -11.0 54.12 Pn Flow Density Area Press Actual Req. 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 na na 2_0.02 5.0 The maximum velocity is 16.59 and it occurs in the pipe between nodes M1 and M2 0.05 400 16.7 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 at Pf/Ft Eqv. Ln. Total Pf Pn H1 D2 H3 to D3 H4 to D4 H5 to D5 D1 to 1 D2 1 to 2 3 3 to 4 4 to 5 5 to 7 0.0 1.101 O 5.0 1.000 16.115 150.0 0.0 5.000 -0.433 0.0 0.0 0.0 6.000 0.0 0.0 0.0 15.682 0.0 1.101 N 7.0 1.000 15.860 150.0 0.0 7.000 -0.433 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 15.426 20.02 1.101 N 7.0 1.000 16.700 150.0 0.0 7.000 -0.433 20.02 0.0681 0.0 8.000 0.545 0.0 20.02 16.812 0.0 1.101 N 7.0 1.000 17.000 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 16.567 0.0 1.101 O 5.0 1.000 17.000 150.0 0.0 5.000 -0.433 0.0 0.0 0.0 6.000 0.0 0.0 0.0 16.567 -8.49 1.101 N 7.0 10.333 15.682 150.0 R 1.0 8.000 0.0 -8.49 -0.0140 0.0 18.333 -0.256 0.0 -8.49 15.426 0.0 1.101 O 5.0 1.000 15.426 150.0 0.0 5.000 0.0 0.0 0.0 0.0 6.000 0.0 -8.49 1.101 N 7.0 8.250 15.426 150.0 0.0 7.000 0.0 -8.49 -0.0139 0.0 15.250 -0.212 0.0 1.101 N 7.0 5.500 15.214 150.0 0.0 7.000 2.425 -8.49 -0.0139 0.0 12.500 -0.174 0.0 1.101 O 5.0 1.000 17.465 150.0 0.0 5.000 0.0 -8.49 -0.0140 0.0 6.000 -0.084 9.77 1.101 R 1.0 13.583 17.381 150.0 O 5.0 6.000 0.0 1.28 0.0004 0.0 19.583 0.008 0.0 1.101 2R 2.0 22.000 17.389 150.0 N 7.0 9.000 0.0 1.28 0.0004 0.0 31.000 0.013 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.88 Vel = 0 K Factor = 0 Vel =0 K Factor = 0 Vel = 2.86 K Factor = -2.16 Vel = 0 Vel = 2.86 Vel = 2.86 Vel = 2.86 Vel = 0.43 Vel = 0.43 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 w'*"*# Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1.28 17.402 K Factor = 0.31 4 -9.78 1.101 R 1.0 5.917 17.381 to 150.0 0.0 1.000 0.0 6 -9.78 -0.0181 0.0 6.917 -0.125 Vel = 3 30 D3 to 6 6 to 7 9 to 10 10 to 11 20.02 1.101 150.0 20.02 0.0683 -9.77 1.101 150.0 10.25 0.0197 1.28 1.101 150.0 11.53 0.0246 0.0 1.101 150.0 11.53 0.0246 0.0 1.101 150.0 11.53 0.0246 -8.92 1.101 150.0 2.61 0.0016 0.0 2.61 10 8.92 1.101 to 150.0 12 8.92 0.0152 0.0 8.92 TRA -11.11 1.101 to 150.0 13 -11.11 -0.0228 13 0.0 1.101 to 150.0 14 -11.11 -0.0229 14 8.50 1.101 to 150.0 15 -2.61 -0.0015 14 to 16 16 to 17 0.0 -2.61 17.256 K Factor = -2.35 O 5.0 1.500 16.812 0.0 5.000 0.0 0.0 6.500 0.444 O 5.0 2.417 17.256 0.0 5.000 0.0 0.0 7.417 0.146 N 7.0 11.750 17.402 0.0 7.000 0.0 0.0 18.750 0.461 N 7.0 2.000 17.863 0.0 7.000 0.866 0.0 9.000 0.221 6R 6.0 47.000 18.950 O 5.0 11.000 0.0 0.0 58.000 1.425 N 7.0 3.917 20.375 0.0 7.000 4.764 0.0 10.917 0.017 25.156 R 1.0 11.083 20.375 N 7.0 8.000 0.0 0.0 19.083 0.291 20.666 O 5.0 1.000 21.012 0.0 5.000 0.0 0.0 6.000 -0.137 O 5.0 11.167 20.875 0.0 5.000 0.0 0.0 16.167 -0.371 N 7.0 1.000 20.504 0.0 7.000 4.764 0.0 8.000 -0.012 25.256 Vel = 6.75 Vel = 3.45 Vel = 3.89 Vel = 3.89 Vel = 3.89 Vel = 0.88 K Factor = 0.52 Vel = 3.01 K Factor = 1.96 Vel = 3.74 Vel = 3.74 Vel = 0.88 K Factor = -0.52 -8.49 1.101 6R 6.0 40.000 20.504 150.0 N 7.0 13.000 0.0 -8.49 -0.0139 0.0 53.000 -0.739 Vel = 2.86 0.0 1.101 N 7.0 7.500 19.765 150.0 0.0 7.000 -3.292 -8.49 -0.0139 0.0 14.500 -0.202 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 17 0.0 1.101 to 150.0 18 -8.49 -0.0140 18 0.0 1.101 to 150.0 D 1 -8.49 -0.0140 O 5.0 13.917 16.271 N 7.0 12.000 0.0 0.0 25.917 -0.362 Vel = 2.86 2R 2.0 14.250 15.909 0.0 2.000 0.0 0.0 16.250 -0.227 Vel = 2.86 0.0 -8.49 15.682 D4 0.0 1.101 to 150.0 19 0.0 0.0 19 to D5 D5 to 20 D4 iu 20 20 to 22 22 to 15 22 to 23 23 to 11 12 to TRA TRA to BR 0.0 1.101 150.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 N 7.0 16.167 O 5.0 12.000 0.0 28.167 R 1.0 0.500 0.0 1.000 0.0 1.500 R 1.0 8.000 0.0 1.000 0.0 9.000 N 7.0 8.000 0.0 7.000 0.0 15.000 16.567 0.0 0.0 16.567 0.0 0.0 16.567 0.0 0.0 K Factor = -2.14 Vet = 0 Vet = 0 Vel = 0 K Factor = 0 Vel = 0 0.0 1.101 3R 3.0 15.667 16.567 150.0 O 5.0 8.000 0.0 0.0 0.0 0.0 23.667 0.0 Vel = 0 0.0 1.101 R 1.0 4.333 16.567 150.0 O 5.0 6.000 0.0 _0.0 0.0 0.0 10.333 0.0 Vel = 0 2.61 1.101 N 7.0 10.000 16.567 150.0 0.0 7.000 8.662 2.61 0.0016 0.0 17.000 0.027 Vel = 0.88 0.0 2.61 25.256 K Factor = 0.52 -2.61 1.101 2R 2.0 20.500 16.567 150.0 N 7.0 9.000 0.0 -2.61 -0.0016 0.0 29.500 -0.046 Vel = 0.88 0.0 1.101 N 7.0 10.000 16.521 150.0 0.0 7.000 8.662 -2.61 -0.0016 0.0 17.000 -0.027 Vel = 0.88 0.0 -2.61 25.156 K Factor = -0.52 8.92 1.101 R 1.0 16.667 20.666 150.0 O 5.0 6.000 0.0 8.92 0.0153 0.0 22.667 0.346 Vel = 3.01 0.0 8.92 21.012 K Factor = 1.95 20.02 1.101 2R 2.0 9.000 21.012 150.0 S 9.563 18.562 3.898 20.02 0.0682 N 7.0 27.562 1.880 Vel = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 8 ESTATES Date 03/28/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '`*'*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR 5.00 1.101 O 5.0 1.000 26.790 Qa = 5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 6.000 0.618 Vel = 8.43 X 0.0 1.598 E 5.828 5.000 27.408 to 150.0 0.0 5.828 2.166 EL 25.02 0.0167 0.0 10.828 0.181 Vel = 4.00 EL 0.0 1.598 E 5.828 50.000 29.755 to 150.0 0.0 5.828 0.0 M1 25.02 0.0168 0.0 55.828 0.937 Vel = 4.00 M 1 0.0 0.785 0.0 1.000 30.692 to 150.0 0.0 0.0 10.000 * * Fixed Loss = 10 M2 25.02 0.5350 0.0 1.000 0.535 Vel = 16.59 M2 0.0 0.995 T 5.841 50.000 41.227 to 150.0 0.0 5.841 0.0 CM 25.02 0.1686 0.0 55.841 9.416 Vel = 10.32 CM 0.0 7.68 F 11.278 965.000 50.643 to 150.0 T 43.857 55.135 0.0 102 25.02 0.0 0.0 1020.135 0.009 Vel = 0.17 102 -20.00 7.68 F 11.278 1960.000 50.652 to 150.0 T 43.857 55.135 0.0 101 5.02 0.0 0.0 2015.135 0.0 Vel = 0.03 101 -3.17 7.68 F 11.278 880.000 50.652 to 150.0 T 43.857 55.135 0.0 100 1.85 0.0 0.0 935.135 0.0 Vel = 0.01 100 0.0 7.68 T 43.857 445.000 50.652 to 150.0 0.0 43.857 3.465 SRC 1.85 0.0 0.0 488.857 0.0 Vel = 0.01 0.0 1.85 54.117 K Factor = 0.25 101 3.17 7.68 T 43.857 485.000 50.652 to 150.0 0.0 43.857 3.465 SRC 3.17 0.0 0.0 528.857 0.0 Vel = 0.02 0.0 3.17 54.117 K Factor = 0.43 102 20.00 7.68 T 43.857 130.000 50.652 to 150.0 0.0 43.857 3.465 SRC 20.0 0.0 0.0 173.857 0.0 Vel = 0.14 0.0 20.00 54.117 K Factor = 2.72 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 4 Location ALT. CALC AREA 3 System Contract Data File ALT. PLAN 4 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 4 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 m Required 26.155 Summary actor Used: Psi Required 21.503 overhead 150 AT BR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date -of -Test - Rated Cap. -Cap-. T Time of Test - 9 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 12.993 C2 -Residual Pressure: 18 D2 - System Flow : 26.155 C2 - Residual Flow 1500 D2 - System Pressure 54.678 Hose ( Demand ) 5 D3 - System Demand 31.155 Safety Margin 10.985 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 v� E 50 D3 40 30 C2 20 10 ., 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 1'/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 calculai: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 Page 4 Date 03/28/16 Node Elevation K-Fact No. H 1 17.6 H2 17.6 H3 12.0 H4 19.0 4.9 H5 19.0 4.9 D 1 18.6 D2 18.6 1 18.6 2 18.6 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 TRA 11.0 13 11.0 14 11.0 16 11.0 17 18.6 18 18.6 D4 20.0 19 20.0 D5 20.0 21 20.0 20 20.0 22 20.0 23 20.0 12 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 Flow Density Actual Actual 10.75 na 10.75 na 13.18 na 7-04 na 7.21 na 10.32 na 10.32 na 10.32 na 10.32 na 12.74 na 12.74 na 12.74 na 12.75 na 12.75 na 12.75 na 12.75 na 13.61 na 13.62 na 14.52 na 14.27 na 13.6 na 13.6 na 10.31 na 10.31 na 6.85 na 6.96 na 6.96 na 7.08 na 7.43 na 8.59 na 9.17 na 14.03 na 21.5 na 22.43 na 24.87 na 26.27 na 37.08 na 51.2 na 51.21 na 51.21 na 51.21 na 54.68 na 13.01H 0 0.05 13:1`5' 0.05 5.0 The maximum velocity is 20.65 and it occurs in the pipe between nodes M1 and M2 Area Press Req. 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 at Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 H2 to D2 H3 to D3 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 to I UV.0 D4 13.0 0.0306 0.0 13.00 H5 13.15 1.101 to 150.0 D5 13.15 0.0313 0.0 13.15 D 1 0.53 1.101 to 150.0 1 0.53 0.0001 0.0 0.53 D2 0.0 1.101 to 150.0 1 0.0 0.0 1 0.53 1.101 to 150.0 2 0.53 0.0001 2 0.0 1.101 to 150.0 3 0.53 0.0001 3 0.0 1.101 to 150.0 4 _ 0.53 0.0002 4 -0.35 1.101 to 150.0 5 0.18 0.0 5 0.0 1.101 to 150.0 7 0.18 0.0 O 5.0 0.0 0.0 N 7.0 0.0 0.0 N 7.0 0.0 0.0 N 7.0 1.000 10.748 I U.J IJ 1.000 10.750 7.000 -0.433 8.000 0.0 10.317 1.000 13.178 1.000 7.039 7.000 -0.433 8.000 0.245_ 6.851 1.000 7.207 U.0 O.000 -U.YJO 0.0 6.000 0.188 _ 6.962 N 7.0 10.333 10.315 R 1.0 8.000 0.0 0.0 18.333 0.002 10.317 O 5.0 1.000 10.317 0.0 5.000 0.0 0.0 6.000 0.0 N 7.0 8.250 10.317 0.0 7.000 0.0 0.0 15.250 0.001 N 7.0 5.500 10.318 0.0 7.000 2.425 0.0 12.500 0.001 O 5.0 1.000 12.744 0.0 5.000 0.0 0.0 6.000 0.001 R 1.0 13.583 12.745 O 5.0 6.000 0.0 0.0 19.583 0.0 2R 2.0 22.000 12.745 N 7.0 9.000 0.0 0.0 31.000 0.0 Vel = 0 K Factor = 0 r\ r-UL UJI = U Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.43 K Factor = 4.98 Vel = 0.18 K Factor = 0.17 Vel = 0 Vel = 0.18 Vel = 0.18 Vel = 0.18 Vel = 0.06 Vel = 0.06 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 0.0 0.18 4 0.35 1.101 to 150.0 6 -0.35 0.0 0.0 0.35 D3 to 6 6 to 7 7 to 0.0 1.101 R 1.0 5.917 12.745 0.0 1.000 0.0 0.0 6.917 0.0 12.745 O 5.0 1.500 12.745 0.0 5.000 0.0 0.0 6.500 0.0 0.35 1.101 O 5.0 2.417 12.745 150.0 0.0 5.000 0.0 0.35 0.0 0.0 7.417 0.0 K Factor = 0.05 Vel = 0.12 K Factor = 0.10 Vel =0 Vel = 0.12 8 0.53 0.0001 0.0 18.750 0.002 Vel = 0.18 8 0.0 1.101 N 7.0 2.000 12.747 to 150.0 0.0 7.000 0.866 _ 9 0.53 0.0001 0.0 9.000 0.001 Vel = 0.18 9 0.0 1.101 6R 6.0 47.000 13.614 to 150.0 O 5.0 11.000 0.0 10 0.53 0.0001 0.0 58.000 0.005 Vel = 0.18 10 -10.78 1.101 N 7.0 3.917 13.619 to 150.0 0.0 7.000 4.764 11 -10.25 -0.0198 0.0 10.917 -0.216 Vel = 3.45 0.0 -10.25 18.167 K Factor = -2.40 10 10.78 1.101 R 1.0 11.083 13.619 to 150.0 N 7.0 8.000 0.0 12 10.78 0.0217 0.0 19.083 0.414 Vel = 3.63 0.0 10.78 14.033 K Factor = 2.88 TRA -15.37 1.101 O 5.0 1.000 14.524 to 150.0 0.0 5.000 0.0 13 -15.37 -0.0417 0.0 6.000 -0.250 Vel = 5.18 13 0.0 1.101 O 5.0 11.167 14.274 to 150.0 0.0 5.000 0.0 14 -15.37 -0.0418 0.0 16.167 -0.676 Vel = 5.18 14 -0.53 1.101 N 7.0 1.000 13.598 to 150.0 0.0 7.000 4.764 15 -15.9 -0.0446 0.0 8.000 -0.357 Vel = 5.36 0.0 -15.90 18.005 K Factor = -3.75 14 0.53 1.101 6R 6.0 40.000 13.598 to 150.0 N 7.0 13.000 0.0 16 0.53 0.0001 0.0 53.000 0.004 Vel = 0.18 16 0.0 1.101 N 7.0 7.500 13.602 to 150.0 0.0 7.000 -3.292 17 0.53 0.0001 0.0 14.500 0.002 Vel = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page Date 7 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 17 0.0 1.101 O 5.0 13.917 10.312 to 150.0 N 7.0 12.000 0.0 18 0.53 0.0001 0.0 25.917 0.002 Vel = 0.18 18 0.0 1.101 2R 2.0 14.250 10.314 to 150.0 0.0 2.000 0.0 D1 0.53 0.0001 0.0 16.250 0.001 Vel = 0.18 0.0 0.53 10.315 K Factor = 0.17 D4 to 19 19 to D5 D5 to 20 4.17 1.101 N 7.0 16.167 150.0 O 5.0 12.000 4.17 0.0037 0.0 28.167 0.0 1.101 R 1.0 0.500 150.0 0.0 1.000 4.17 0.0040 0.0 1.500 13.15 1.101 R 1.0 8.000 150.0 0.0 1.000 17.32 0.0521 0.0 9.000 0.0 17.32 D4 8.83 1.101 N 7.0 8.000 to 150.0 0.0 7.000 21 A.ft'1 n n15n n n 15_000 6.851 0.0 0.105 6.962 0.0 0.469 7.431 6.851 0.0 0.225 Vel = 1.41 Vel = 1.41 Vel = 5.84 K Factor = 6.35 Vel = 2.98 21 0.0 1.101 3R 3.0 15.667 7.076 to 150.0 O 5.0 8.000 0.0 20 8.83 0.0150 0.0 23.667 0.355 Vel = 2.98 20 17.32 1.101 R 1.0 4.333 7.431 to 150.0 O 5.0 6.000 0.0 22 26.15 0.1118 0.0 10.333 1.155 Vel = 8.81 22 -10.25 1.101 N 7.0 10.000 8.586 to 150.0 0.0 7.000 8.662 15 15.9 0.0445 0.0 17.000 0.757 Vel = 5.36 0.0 15.90 18.005 K Factor = 3.75 22 10.25 1.101 2R 2.0 20.500 8.586 to 150.0 N 7.0 9.000 0.0 23 10.25 0.0198 0.0 29.500 0.583 Vel = 3.45 23 0.0 1.101 N 7.0 10.000 9.169 to 150.0 0.0 7.000 8.662 11 10.25 0.0198 0.0 17.000 0.336 Vel = 3.45 0.0 10.25 18.167 K Factor = 2.40 12 10.78 1.101 R 1.0 16.667 14.033 to 150.0 O 5.0 6.000 0.0 TRA 10.78 0.0217 0.0 22.667 0.491 Vel = 3.63 0.0 10.78 14.524 K Factor = 2.83 TRA 26.15 1.101 2R 2.0 9.000 14.524 to 150.0 S 9.563 18.562 3.898 BR 26.15 0.1118 N 7.0 27.562 3.081 Vel = 8.81 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. " G. or Ftng's Pe Pv ******* Notes `*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR to X X to EL EL to M1 M1 to CM CM to 102 102 to 101 101 to SRC 101 to SRC 102 5.00 1.101 150.0 31.15 0.1545 0.0 1.598 150.0 31.15 0.0251 0.0 1.598 150.0 31.15 0.0252 0.0 0.785 150.0 31.15 0.8020 0.0 0.995 150.0 31.15 0.2529 0.0 7.68 150.0 31.15 0.0 -24.90 7.68 150.0 6.25 0.0 -3.94 7.68 150.0 2.31 0.0 0.0 7.68 150.0 2.31 0.0 0.0 2.31 3.94 7.68 150.0 3.94 0.0 0.0 3.94 24.90 7.68 150.0 24.9 0.0 CXIW.ilJ 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 T 43.857 485.000 0.0 43.857 0.0 528.857 T 43.857 130.000 0.0 43.857 0.0 173.857 21.503 0.0 0.927 22.430 2.166 0.272 24.868 0.0 1.406 26.274 10.000 0.802 37.076 0.0 14.124 51.200 n n u.0 0.0 51.213 3.465 0.0 3.4bb 0.0 54.678 51.212 3.465 0.001 54.678 Qa=5 Vel = 10.50 Vel = 4.98 Vel = 4.98 * * Fixed Loss = 10 Vel = 20.65 Vel = 12.85 Vel = 0.22 Vel = 0.04 Vel = 0.02 Vel = 0.02 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 MECHANICAL NP Mechanical 9225 Stellar Court, Suite A Corona, CA 92883 951-667-4220 Job Name ESTATES Building PLAN 4 Location CALC AREA 1 System Contract Data File PLAN 4 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 Location - CALC AREA 1 Building - PLAN 4 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 Date - 03/28/16 System No. - Contract No. - Drawing No. - 1 Non -Combustible Ceiling Height 10'0" Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Listed Flow at Start Point 13 Listed Pres. at Start Point -- 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added --- 5 Additional Flow Added - Elevation at Highest Outlet - Note: (X)NFPA 13D Date Gpm System Type Psi (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 Calculation Gpm Required 26.22 Psi Required 22.999 AT BR Summary C-Factor Used: "rrverhead 150 Underground 150 W Water Flow Test: A Date of Te-st - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. - @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 12.387 C2 - Residual Pressure: 18 D2 - System Flow : 26.22 C2 - Residual Flow : 1500 D2 - System Pressure 56.242 Hose ( Demand) .5 D3 - System Demand : 31.22 Safety Margin 9.421 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 E 50 ❑3 40 30 C2 20 10 200 400 600 800 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 Page 4 Date 03/28/16 Node No. H1 H2 H3 H4 H5 D1 D2 1 2 3 4 5 D3 6 7 8 9 10 12 13 14 16 17 18 D4 19 D5 21 20 22 23 TR BR X EL M1 M2 CM 102 101 100 SRC Elevation K-Fact 17.6 4.9 17.6 4.9 12.0 19.0 19.0 18.6 18.6 18.6 18.6 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 18.6 18.6 20.0 20.0 20.0 20.0 20.0 20.0 20.0 11.0 2.0 2.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -3.0 -11.0 Pt Actual 7.28 7.04 10.99 10.5 10.5 7.04 6.85 7.04 7.49 10.28 10.46 10.54 10.55 10.55 10.66 11.21 12.34 14.06 14.78 14.27 13.92 12.18 8.42 7.57 10.06 10.06 10.06 10.06 10.06 10.06 10.11 16.01 23.0 23.93 26.37 27.78 38.59 52.76 52.78 52.78 52.78 56.24 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 na na Flow Actual 13.22 13.0 5.0 The maximum velocity is 20.7 and it occurs in the pipe between nodes M1 and M2 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. Ref. Point Qa Qt Dia. "C" Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pt Pe Pv Pf Pn "*'""' Notes H1 13.22 1.101 O 5.0 1.000 7.279 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 D1 13.22 0.0317 0.0 6.000 0.190 Vel = 4.45 0.0 13.22 7.036 K Factor = 4.98 H2 913.00 1.101 N 70 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D2 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13 00 6.851 K Factor = 4.97 H3 0.0 1.101 to 150.0 D3 0.0 -0.0001 0.0 0.0 H4 0.0 1.101 to 150.0 D4 0.0 0.0 0.0 0.0 H5 0.0 1.101 to 150.0 D5 0.0 0.0 0.0 _ 0.0 D1 -0.25 1.101 to 150.0 1 -0.25 -0.0001 1 13.0 v0.0307 1 -0.25 1.101 to 150.0 2 12.75 0.0296 3 3 to 4 4 to 5 0.0 1.101 150.0 12.75 0.0296 0.0 1.101 150.0 12.75 0.0297 -8.47 1.101 150.0 4.28 0.0039 5 0.0 1.101 to 150.0 7 4.28 0.0039 N 7.0 1.000 10.988 0.0 7.000 -0.433 0.0 8.000 -0.001 10.554 N 7.0 1.000 10.498 0.0 7.000 -0.433 0.0 8.000 0.0 10.065 O 5.0 1.000 10.498 0.0 5.000 -0.433 0.0 6.000 0.0 10.065 N 7.0 10.333 7.036 R 1.0 8.000 0.0 0.0 18.333 -0.001 7.035 O 5.0 1.000 6.851 0.0 5.000 0.0 0.0 6.000 0.184 N 7.0 8.250 7.035 0.0 7.000 0.0 0.0 15.250 0.451 N 7.0 5.500 7.486 0.0 7.000 2.425 0.0 12.500 0.370 O 5.0 1.000 10.281 0.0 5.000 0.0 0.0 6.000 0.178 R 1.0 13.583 10.459 O 5.0 6.000 0.0 0.0 19.583 0.077 2R 2.0 22.000 10.536 N 7.0 9.000 0.0 0.0 31.000 0.121 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0.08 K Factor = -0.09 Vel = 4.38 Vel = Vel = 4.30 4.30 Vel = 4.30 Vel = 1.44 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 0.0 4.28 4 8.46 1.101 to 150.0 6 8.46 0.0137 0.0 8.46 D3 to 6 6 to 7 7 to 8 8 to 9 9 to 10 10 to 11 10 to 12 12 to 13 13 to 14 14 to 15 14 to 16 16 to 17 17 to 18 0.0 1.101 150.0 0.0 0.0 8.46 1.101 150.0 8.46 0.0139 4.29 1.101 150.0 12.75 0.0296 0.0 1.101 150.0 12.75 0.0296 0.0 1.101 150.0 12.75 0.0296 -15.46 1.101 150.0 -2.71-0.0016 0.0 -2.71 15.45 1.101 150.0 15.45 0.0422 10.657 R 1.0 5.917 10.459 0.0 1.000 0.0 0.0 6.917 0.095 10.554 O 5.0 1.500 10.554 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 10.554 0.0 5.000 0.0 0.0 7.417 0.103 N 7.0 11.750 10.657 0.0 7.000 0.0 0.0 18.750 0.555 N 7.0 2.000 11.212 0.0 7.000 0.866 0.0 9.000 0.266 6R 6.0 47.000 12.344 O 5.0 11.000 0.0 0.0 58.000 1.715 N 7.0 3.917 14.059 0.0 7.000 4.764 0.0 10.917 -0.018 18.805 R 1.0 11.083 14.059 O 5.0 6.000 0.0 0.0 17.083 0.721 K Factor = 1.31 Vel = 2.85 K Factor = 2.60 Vel =0 Vel = 2.85 Vel = 4.30 Vel = 4.30 Vel = 4.30 Vel = 0.91 K Factor = -0.62 Vel = 5.21 -26.22 1.101 R 1.0 17.583 14.780 150.0 O 5.0 6.000 0.0 -10.77 -0.0216 0.0 23.583 -0.510 Vel = 3.63 0.0 1.101 O 5.0 11.167 14.270 150.0 0.0 5.000 0.0 -10.77 -0.0216 0.0 16.167 -0.350 Vel = 3.63 13.48 1.101 N 7.0 1.000 13.920 150.0 0.0 7.000 4.764 2.71 0.0018 0.0 8.000 0.014 Vel = 0.91 0.0 2.71 18.698 K Factor = 0.63 -13.47 1.101 6R 6.0 40.000 13.920 150.0 N 7.0 13.000 0.0 -13.47 -0.0328 0.0 53.000 -1.736 Vel = 4.54 0.0 1.101 N 7.0 7.500 12.184 150.0 0.0 7.000 -3.292 -13.47 -0.0328 0.0 14.500 -0.475 Vel = 4.54 0.0 1.101 O 5.0 13.917 8.417 150.0 N 7.0 12.000 0.0 -13.47 -0.0328 0.0 25.917 -0.849 Vel = 4.54 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 18 0.0 1.101 2R 2.0 14.250 7.568 to 150.0 0.0 2.000 0.0 ni -13.47-0.0327 0.0 16.250 -0.532 D4 to 19 19 to _D5 D5 to 20 21 21 to 20 20 to 22 22 to 15 0.0 1.101 N 7.0 16.167 10.065 150.0 O 5.0 12.000 0.0 0.0 0.0 0.0 28.167 0.0 0.0 1.101 R 1.0 0.500 10.065 150.0 0.0 1.000 0.0 0.0 0.0 0.0 1.500 0.0 0.0 1.101 R 1.0 8.000 10.065 150.0 0.0 1.000 0.0 0.0 0.0 0.0 9.000 0.0 0.0 0.0 10.065 0.0 1.101 N 7.0 8.000 10.065 150.0 0.0 7.000 0.0 0.0 0.0 0.0 15.000 0.0 0.0 1.101 3 R 3.0 15.667 10.065 150.0 O 5.0 8.000 0.0 00 0.0 0.0 23.667 0.0 0.0 1.101 R 1.0 4.333 10.065 150.0 O 5.0 6.000 0.0 0.0 0.0 0.0 10.333 0.0 -2.71 1.101 N 7.0 10.000 10.065 150.0 0.0 7.000 8.662 -2.71 -0.0017 0.0 17.000 -0.029 0.0 -2.71 18.698 Vel = 4.54 K Factor = -5.08 Vet = 0 Vel = 0 Vel = 0 K Factor = 0 Vel = 0 Vel = 0 Vel =0 Vel = 0.91 K Factor = -0.63 22 2.71 1.101 2R 2.0 20.500 10.065 to 150.0 N 7.0 9.000 0.0 23 2.71 0.0017 0.0 29.500 0.049 Vel = 0.91 23 0.0 1.101 N 7.0 10.000 10.114 to 150.0 0.0 7.000 8.662 11 2.71 0.0017 0.0 17.000 0.029 Vel = 0.91 0.0 2.71 18.805 K Factor = 0.62 12 26.22 1.101 N 7.0 3.917 14.780 to 150.0 0.0 7.000 0.0 TR 26.22 0.1123 0.0 10.917 1.226 Vel = 8.84 0.0 26.22 16.006 K Factor = 6.55 TR 26.22 1.101 2R 2.0 9.000 16-006 to 150.0 S 9.563 18.562 3.898 BR 26.22 0.1123 N 7.0 27.562 3.095 Vel = 8.84 BR 5.00 1.101 O 5.0 1.000 22.999 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.22 0.1552 0.0 6.000 0.931 Vel = 10.52 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 X 0.0 1.598 E 5.828 5.000 23.930 to 150.0 0.0 5.828 2.166 EL 31.22 0.0252 0.0 10.828 0.273 Vel = 4.99 EL 0.0 1.598 E 5.828 50.000 26.369 to 150.0 0.0 5.828 0.0 M1 31.22 0.0253 0.0 55.828 1.411 Vel = 4.99 M 1 0.0 0.785 0.0 1.000 27.780 to 150.0 0.0 0.0 10.000 Fixed Loss = 10 M2 31.22 0.8050 0.0 1.000 0.805 Vel = 20.70 M2 0.0 0.995 T 5.841 50.000 38.585 to 150.0 0.0 5.841 0.0 CM 31.22 0.2539 0.0 55.841 14.179 Vel = 12.88 CM 0.0 7.68 F 11.278 965.000 52.764 to 150.0 T 43.857 55.135 0.0 102 31.22 0.0 0.0 1020.135 0.012 Vel = 0.22 102 -24.95 7.68 F 11.278 1960.000 52.776 to 150.0 T 43.857 55.135 0.0 101 6.27 0.0 0.0 2015.135 0.001 Vel = 0.04 101 -3.96 7.68 F 11.278 880.000 52.777 to 150.0 T 43.857 55.135 0.0 100 2.31 0.0 0.0 935.135 0.001 Vel = 0.02 100 0.0 7.68 T 43.857 445.000 52.778 to 150.0 0.0 43.857 3.465 SRC 2.31 0.0 0.0 488.857 -0.001 Vel = 0.02 0.0 2.31 56.242 K Factor = 0.31 101 to SRC 102 to SRC 150.0 3.95 0.0 0.0 3.95 24.95 7.68 150.0 24.95 0.0 0.0 24.95 T 43.857 485.000 52.777 0.0 43.857 3.465 0.0 528.857 0.0 T 43.857 130.000 0.0 43.857 0.0 173.857 56.242 52.776 3.465 0.001 56.242 Vel = 0.03 K Factor = 0.53 Vel = 0.17 K Factor = 3.33 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 4 Location CALC AREA 2 System Contract Data File PLAN 4 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 - CALC AREA 2 Building - PLAN 4 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 Flowinq: (X)1 ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M D E S I G N Listed Flow at Start Point - 20 Gpm Listed Pres. at Start Point - 16.7 Psi MAXIMUM LISTED SPACING 20 x 20 Domestic Flow Added - 5 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size 7/16 K-Factor 4.9 Temperature Rating 165 Calculation Gpm-Required 2p.024 Summary C-Factor Used- Psi Required Overhead 150 27.420, AT BR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. r. 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 54.748 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin 10.928 150 140 130 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 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 OCPVC 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 Page 4 ESTATES Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H1 17.6 16.09 na H2 17.6 15.84 na H3 12.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 16.06 na H5 19.0 16.96 na D1 18.6 15.66 na D2 18.6 15.41 na 1 18.6 15.41 na 2 18.6 15.2 na 3 13.0 17.46 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 17.4 na 8 13.0 17.88 na 9 11.0 18.97 na 10 11.0 20.43 na 12 11.0 20.9 na 13 11.0 20.62 na 14 11.0 20.42 na 16 11.0 19.71 na 17 18.6 16.22 na 18 18.6 15.87 na D4 20.0 16.53 na 19 20.0 16.53 na D5 20.0 16.53 na 21 20.0 16.53 na 20 20.0 16.53 na 22 20.0 16.53 na 23 20.0 16.53 na TR 11.0 21.64 na BR 2.0 27 412 na 5.0 X 2.0 28.04 na EL -3.0 30.39 na Nt1 -3.0 31.32 na M2 -3.0 41.86 na CM -3.0 51.27 na 102 -3.0 51.28 na 101 -3.0 51.28 na 100 -3.0 51.28 na SRC -11.0 54.75 na 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 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 H1 0.0 1.101 to 150.0 D1 0.0 0.0 0.0 0.0 H2 0.0 1.101 to 150.0 D2 0.0 0.0 0.0 _ 0.0 H3 20.02 1.101 to 150.0 D3 20.02 0.0681 0.0 20.02 H4 0.0 1.101 to 150.0 D4 0.0 -0.0001 0.0 0.0 O 5.0 1.000 16.089 0.0 5.000 -0.433 0.0 6.000 0.0 15.656 N 7.0 1.000 15.842 0.0 7.000 -0.433 0.0 8.000 0.0 15.409 N 7.0 1.000 16.700 0.0 7.000 -0.433 0.0 8.000 0.545 16.812 N 7.0 1.000 16.962 0.0 7.000 -0.433 0.0 8.000 -0.001 16.528 D5 0.0 -0.0002 0.0 6.000 -0.001 0.0 0.0 16.528 D1 -8.33 1.101 N 7.0 10.333 15.656 to 150.0 R 1.0 8.000 0.0 1 -8.33 -0.0135 0.0 18.333 -0.247 0.0 -8.33 15.409 D2 0.0 1.101 O 5.0 1.000 15.409 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 6.000 0.0 1 -8.33 1.101 N 7.0 8.250 15.409 to 150.0 0.0 7.000 0.0 2 -8.33 -0.0135 0.0 15.250 -0.206 2 0.0 1.101 N 7.0 5.500 15.203 to 150.0 0.0 7.000 2.425 3 -8.33 -0.0134 0.0 12.500 -0.168 3 0.0 1.101 O 5.0 1.000 17.460 to 150.0 0.0 5.000 0.0 4 -8.33 -0.0135 0.0 6.000 -0.081 4 9.71 1.101 R 1.0 13.583 17.379 to 150.0 O 5.0 6.000 0.0 5 1.38 0.0005 0.0 19.583 0.010 5 0.0 1.101 2R 2.0 22.000 17.389 to 150.0 N 7.0 9.000 0.0 7 1.38 0.0005 0.0 31.000 0.015 VeI=O Vel =O K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.88 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 2.81 K Factor = -2.12 Vel = 0 Vel = 2.81 Vel = 2.81 Vel = 2.81 Vel = 0.47 Vel = 0.47 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 4 to 6 0.0 1.38 -9.71 1.101 150.0 -9.71-0.0178 0.0 -9.71 D3 20.02 1.101 to 150.0 6 20.02 0.0683 6 -9.71 1.101 to 150.0 7 10.31 0.0200 7 1.38 1.101 to 150.0 8 11.69 0.0252 8 to 9 9 to 10 10 to 11 10 to 12 12 14 14 to 15 14 to 16 16 to 17 17 to 18 0.0 1.101 150.0 11.69 0.0252 0.0 1.101 150.0 11.69 0.0252 -12.22 1.101 150.0 -0.53-0.0001 0.0 -0.53 17.404 R 1.0 5.917 17.379 0.0 1.000 0.0 0.0 6.917 -0.123 17.256 O 5.0 1.500 16.812 0.0 5.000 0.0 0.0 6.500 0.444 O 5.0 2.417 17.256 0.0 5.000 0.0 0.0 7.417 0.148 N 7.0 11.750 17.404 0.0 7.000 0.0 0.0 18.750 0.472 N 7.0 2.000 17.876 0.0 7.000 0.866 0.0 9.000 0.227 K Factor = 0.33 Vel = 3.27 K Factor = -2.34 Vel = 6.75 Vel = 3.47 Vel = 3.94 Vel = 3.94 6R 6.0 47.000 18.969 O 5.0 11.000 0.0 0.0 58.000 1.462 Vel = 3.94 N 7.0 3.917 20.431 0.0 7.000 4.764 0.0 10.917 -0.001 Vel = 0.18 25.194 K Factor = -0.11 12.22 1.101 R 1.0 11.083 20.431 150.0 O 5.0 6.000 0.0 12.22 0.0273 0.0 17.083 0.467 Vel = 4.12 -20.02 1.101 R 1.0 17.583 20.898 150.0 O 5.0 6.000 0.0 -7.8 -0.0119 0.0 23.583 -0.281 Vel = 2.63 0.0 1.101 O 5.0 11.167 20.617 150.0 0.0 5.000 0.0 -7.8 -0.0119 0.0 16.167 -0.193 Vel = 2.63 8.33 1.101 N 7.0 1.000 20.424 150.0 0.0 7.000 4.764 0.53 0.0001 0.0 8.000 0.001 Vel = 0.18 0.0 0.53 25.189 K Factor = 0.11 -8.33 1.101 6R 6.0 40.000 20.424 150.0 N 7.0 13.000 0.0 -8.33 -0.0135 0.0 53.000 -0.714 Vel = 2.81 0.0 1.101 N 7.0 7.500 19.710 150.0 0.0 7.000 -3.292 -8.33 -0.0134 0.0 14.500 -0.194 Vel = 2.81 0.0 1.101 O 5.0 13.917 16.224 150.0 N 7.0 12.000 0.0 -8.33 -0.0135 0.0 25.917 -0.350 Vel = 2.81 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 18 0.0 1.101 2R 2.0 14.250 15.874 to 150.0 0.0 2.000 0.0 D1 -8.33-0.0134 0.0 16.250 -0.218 0.0 -8.33 15.656 D4 0.0 1.101 N 7.0 16.167 16.528 to 150.0 O 5.0 12.000 0.0 19 0.0 0.0 0.0 28.167 0.0 19 0.0 1.101 R 1.0 0.500 16.528 to 150.0 0.0 1.000 0.0 D5 0.0 0.0 0.0 1.500 0.0 D5 to 20 D4 to 21 21 to 20 20 to 22 22 to 15 22 to 23 23 to 11 0.0 1.101 R 1.0 8.000 16.528 150.0 0.0 1.000 0.0 0.0 0.0 0.0 9.000 0.0 0.0 0.0 16.528 0.0 1.101 N 7.0 8.000 16.528 150.0 0.0 7.000 0.0 0.0 0.0 0.0 15.000 0.0 0.0 1.101 3R 3.0 15.667 16.528 150.0 O 5.0 8.000 0.0 nn nn nn 23OF7 On 0.0 1.101 R 1.0 4.333 16.528 150.0 O 5.0 6.000 0.0 0.0 0.0 0.0 10.333 0.0 -0.53 1.101 N 7.0 10.000 16.528 150.0 0.0 7.000 8.662 -0.53 -0.0001 0.0 17.000 -0.001 0.0 -0.53 25.189 0.53 1.101 2R 2.0 20.500 16.528 150.0 N 7.0 9.000 0.0 0.53 0.0001 0.0 29.500 0.003 0.0 1.101 N 7.0 10.000 16.531 150.0 0.0 7.000 8.662 0.53 0.0001 0.0 17.000 0.001 Vel = 2.81 K Factor = -2.11 Vel =O Vel = 0 Vel = 0 K Factor = 0 Vel = 0 vpl=n Vel = 0 Vel = 0.18 K Factor = -0.11 Vel = 0.18 Vel = 0.18 0.0 0.53 25.194 K Factor = 0.11 12 20.02 1.101 N 7.0 3.917 20.898 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 10.917 0.745 Vel = 6.75 0.0 20.02 21.643 K Factor = 4.30 TR 20.02 1.101 2R 2.0 9.000 21.643 to 150.0 ILSi 9.563 18.562 3.898 BR 20.02 0.0682 N 7.0 27.562 1.879 Vel = 6.75 BR 5.00 1.101 O 5.0 1.000 27.420 Qa = 5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 6.000 0.618 Vel = 8.43 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 X 0.0 1.598 to 150.0 EL 25.02 0.0168 EL 0.0 1.598 to 150.0 M 1 25.02 0.0168 M 1 0.0 0.785 to 150.0 M2 25.02 0.5360 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 -20.00 7.68 to 150.0 101 5.02 0.0 101 -3.17 7.68 to 150.0 100 1.85 0.0 100 0.0 7.68 to 150.0 SRC 1.85 0.0 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 E 5.828 5.000 28.038 0.0 5.828 2.166 0.0 10.828 0.182 E 5.828 50.000 30.386 0.0 5.828 0.0 0.0 55.828 0.936 0.0 1.000 31.322 0.0 0.0 10.000 0.0 1.000 0.536 T 5.841 50.000 41.858 0.0 5.841 0.0 0.0 55.841 9.416 F 11.278 965.000 51.274 T 43.857 55.135 0.0 0.0 1020.135 0.008 F 11.278 1960.000 51.282 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 51.283 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 51.283 0.0 43.857 3.465 _ 0.0 488.857 0.0 54.748 T 43.857 485.000 51.283 0.0 43.857 3.465 0.0 528.857 0.0 54.748 T 43.857 130.000 51.282 0.0 43.857 3.465 0.0 173.857 0.001 54.748 Vel = 4.00 Vel = 4.00 * * Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.03 Vel = 0.01 Vel = 0.01 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 4 Location ALC AREA 3 System Contract Data File PLAN 4 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 - CALC AREA 3 Building - PLAN 4 Contractor - NP MECHANICAL Calculated By - M.G. Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD System No. - Contract No. - Drawing No. - 1 ( ) Non -Combustible Ceiling Height 10'0" S Type of Calculation: ( )NFPA 13 Residential { )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X) 2 (. j 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 26.155 Psi Required 22.832 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A D a L e of Test — T Time of Test E Static (Psi) 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rateda Ca.. l '�.ap. N• @ 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 SuPIDT Demand: C1 - Static Pressure 65.7 D1 - Elevation 12.993 C2 - Residual Pressure: 18 D2 - System Flow : 26.155 C2 - Residual Flow 1500 D2 - System Pressure 56.007 Hose ( Demand) 5 D3 - System Demand . 31.155 Safety Margin 9.656 150 140 130 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 (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 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 Elevation K-Fact Pt Pn Flow Density No, Actual Actual H1 17.6 10.77 na H2 17.6 10.81 na H3 12.0 13.29 na H4 19.0 4.9 7.04 na Om 0.05 H5 19.0 4.9 7.21 na 0.05 D1 18.6 10.34 na D2 18.6 10.37 na 1 18.6 10.37 na 2 18.6 10.4 na 3 13.0 12.84 na 4 13.0 12.85 na 5 13.0 12.86 na D3 13.0 12.86 na 6 13.0 12.86 na 7 13.0 12.87 na 8 13.0 12.9 na 9 11.0 13.78 na 10 11.0 13.88 na 12 11.0 14.49 na 13 11.0 13.87 na 14 11.0 13.45 na 16 11.0 13.54 na 17 18.6 10.27 na 18 18.6 10.31 na D4 20.0 6.85 na 19 20.0 6.96 na D5 20.0 6.96 na 21 20.0 7.08 na 20 20.0 7.43 na 22 20.0 8.59 na 23 20.0 9.3 na TR 11.0 15.85 na BR 2.0 22.83 na 5-0 X 2.0 23-76 na EL -3.0 26.2 na M1 -3.0 27.6 na M2 -3.0 38.4 na CM -3.0 52.53 na 102 -3.0 52.54 na 101 -3.0 52.54 na 100 -3.0 52.54 na SRC -11.0 56.01 na The maximum velocity is 20.65 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Area Press Req. 256 7.039 256 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 H 1 0.0 1.101 O 5.0 1.000 10.774 to 150.0 0.0 5.000 -0.433 D1 0.0 0.0 0.0 6.000 0.0 0.0 0.0 10.341 H2 0.0 1.101 N 7.0 1.000 10.805 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 0.0 `H3 0.0 10.372 0.0 1.101 N 7.0 1.000 13.294 to 150.0 0.0 7.000 -0.433 D3 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 12.860 D4 H5 13.00 1.101 150.0 13.0 0.0306 0.0 13.00 13.15 1.101 150.0 13.15 0.0313 0.0 13.15 D1 2.72 1.101 to 150.0 1 2.72 0.0017 0.0 2.72 D2 0.0 1.101 to 150.0 1 0.0 0.0 1 2.72 1.101 to 150.0 2 2.72 0.0017 2 0.0 1.101 to 150.0 3 2.72 0.0018 3 to 4 5 5 to 7 0.0 1.101 150.0 2.72 0.0017 -1.81 1.101 150.0 0.91 0.0002 0.0 1.101 150.0 0.91 0.0002 N 7.0 1.000 7.039 0.0 7.000 -0.433 0.0 8.000 0.245 6.851 O 5.0 1.000 7.207 0.0 5.000 -0.433 0.0 6.000 0.188 6.962 N 7.0 10.333 10.341 R 1.0 8.000 0.0 0.0 18.333 0.031 10.372 O 5.0 1.000 10.372 0.0 5.000 0.0 0.0 6.000 0.0 N 7.0 8.250 10.372 0.0 7.000 0.0 0.0 15.250 0.026 N 7.0 5.500 10.398 0.0 7.000 2.425 0.0 12.500 0.022 O 5.0 1.000 12.845 0.0 5.000 0.0 0.0 6.000 0.010 R 1.0 13.583 12.855 O 5.0 6.000 0.0 0.0 19.583 0.004 2R 2.0 22.000 12.859 N 7.0 9.000 0.0 0.0 31.000 0.007 Vel =0 K Factor = 0 Vel =0 Vel = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.43 K Factor = 4.98 Vel = 0.92 K Factor = 0.84 Vel =0 Vel = 0.92 Vel = 0.92 Vel = 0.92 Vel = 0.31 Vel = 0.31 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. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 4 to 6 D3 to 6 6 to 7 7 to 8 8 to 9 9 to 10 10 to 11 10 to 12 12 to 13 13 to 14 14 to 15 14 to 16 16 to 17 17 to 18 0.0 0.91 1.81 1.101 150.0 1.81 0.0007 0.0 1.81 0.0 1.101 150.0 0.0 0.0 1.81 1.101 150.0 1.81 0.0008 0.91 1.101 150.0 2.72 0.0017 0.0 1.101 150.0 2.72 0.0018 0.0 1.101 150.0 2.72 0.0017 -14.18 1.101 150.0 -11.46 -0.0243 0.0 -11.46 14.18 1.101 150.0 14.18 0.0360 -26.16 1.101 150.0 -11.98 -0.0263 0.0 1.101 150.0 -11.98 -0.0263 -2.72 1.101 150.0 -14.7 -0.0385 12.866 R 1.0 5.917 12.855 0.0 1.000 0.0 0.0 6.917 0.005 12.860 O 5.0 1.500 12.860 0.0 5.000 0.0 0.0 6.500 0.0 O 5.0 2.417 12.860 0.0 5.000 0.0 0.0 7.417 0.006 N 7.0 11.750 12.866 0.0 7.000 0.0 0.0 18.750 0.032 N 7.0 2.000 12.898 0.0 7.000 0.866 0.0 9.000 0.016 6R 6.0 47.000 13.780 O 5.0 11.000 0.0 0.0 58.000 0.098 N 7.0 3.917 13.878 0.0 7.000 4.764 0.0 10.917 -0.265 18.377 R 1.0 11.083 13.878 O 5.0 6.000 0.0 0.0 17.083 0.615 R 1.0 17.583 14.493 O 5.0 6.000 0.0 0.0 23.583 -0.621 O 5.0 11.167 13.872 0.0 5.000 0.0 0.0 16.167 -0.426 N 7.0 1.000 13.446 0.0 7.000 4.764 0.0 8.000 -0.308 K Factor = 0.25 Vel = 0.61 K Factor = 0.50 Vel =0 Vel = 0.61 M_ • Vel = 0.92 Vel = 0.92 Vel = 3.86 K Factor = -2.67 Vel = 4.78 Vel = 4.04 Vel = 4.04 Vel = 4.95 0.0 -14.70 17.902 K Factor = -3.47 2.72 1.101 6R 6.0 40.000 13.446 150.0 N 7.0 13.000 0.0 2.72 0.0017 0.0 53.000 0.090 Vel = 0.92 0.0 1.101 N 7.0 7.500 13.536 150.0 0.0 7.000 -3.292 2.72 0.0017 0.0 14.500 0.025 Vel = 0.92 0.0 1.101 O 5.0 13.917 10.269 150.0 N 7.0 12.000 0.0 2.72 0.0017 0.0 25.917 0.044 Vel = 0.92 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 18 0.0 1.101 to 150.0 D 1 2.72 0.0017 0.0 2.72 D4 4.17 1.101 to 150.0 19 4.17 0.0037 19 0.0 1.101 to 150.0 D5 4.17 0.0040 D5 13.15 1.101 to 150.0 20 17.32 0.0521 0.0 17.32 D4 8.83 1.101 to 150.0 21 8.83 0.0150 21 0.0 1.101 to 150.0 20 8.83 0.0150 20 to 22 22 to 15 22 to 23 23 to 11 12 to TR 2R 2.0 14.250 10.313 0.0 2.000 0.0 0.0 16.250 0.028 10.341 N 7.0 16.167 6.851 O 5.0 12.000 0.0 0.0 28.167 0.105 R 1.0 0.500 6.956 0.0 1.000 0.0 0.0 1.500 0.006 R 1.0 8.000 6.962 0.0 1.000 0.0 0.0 9.000 0.469 7.431 N 7.0 8.000 6.851 0.0 7.000 0.0 0.0 15.000 0.225 3R 3.0 15.667 7.076 O 5.0 8.000 0.0 0.0 23.667 0.355 17.32 1.101 R 1.0 4.333 7.431 150.0 O 5.0 6.000 0.0 26.15 0.1118 _ 0.0 10.333 1.155 -11.45 1.101 N 7.0 10.000 8.586 150.0 0.0 7.000 8.662 14.7 0.0385 0.0 17.000 0.654 0.0 14.70 17.902 11.46 1.101 2R 2.0 20.500 8.586 150.0 N 7.0 9.000 0.0 11.46 0.0243 0.0 29.500 0.717 0.0 1.101 N 7.0 10.000 9.303 150.0 0.0 7.000 8.662 11.46 0.0242 0.0 17.000 0.412 0.0 11.46 18.377 26.15 1.101 N 7.0 5.167 14.493 150.0 0.0 7.000 0.0 26.15 0.1118 0.0 12.167 1.360 Vel = 0.92 K Factor = 0.85 Vel = 1.41 Vel = 1.41 Vel = 5.84 K Factor = 6.35 Vel = 2.98 Vel = 2.98 Vel = 8.81 Vel = 4.95 K Factor = 3.47 Vel = 3.86 Vel = 3.86 K Factor = 2.67 Vel = 8.81 0.0 26.15 15.853 K Factor = 6.57 TR 26.15 1.101 2R 2.0 9.000 15.853 to 150.0 S 9.563 18.562 3.898 BR 26.15 0.1118 N 7.0 27.562 3.081 Vel = 8.81 BR r 5.00 1.101 O 5.0 1.000 22.832 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.15 0.1545 0.0 6.000 0.927 Vel = 10.50 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 X 0.0 1.598 to 150.0 EL 31.15 0.0251 EL 0.0 1.598 to 150.0 M 1 31.15 0.0252 M 1 0.0 0.785 to 150.0 M2 31.15 0.8030 M2 0.0 0.995 to 150.0 CM 31.15 0.2529 CM 0.0 7.68 to 150.0 102 31.15 0.0 102 -24.90 7.68 to 150.0 101 6.25 0.0 101 -3.94 7.68 to 150.0 100 2.31 0.0 100 0.0 7.68 to 150.0 SRC 2.31 0.0 0.0 2.31 101 3.94 7.68 to 150.0 SRC 3.94 0.0 0.0 3.94 102 24.90 7.68 to 150.0 SRC 24.9 0.0 0.0 24.90 E 5.828 5.000 23.759 0.0 5.828 2.166 0.0 10.828 0.272 E 5.828 50.000 26.197 0.0 5.828 0.0 0.0 55.828 1.405 0.0 1.000 27.602 0.0 0.0 10.000 0.0 1.000 0.803 T 5.841 50.000 38.405 0.0 5.841 0.0 0.0 55.841 14.123 F 11.278 965.000 52.528 T 43.857 55.135 0.0 0.0 1020.135 0.013 F 11.278 1960.000 52.541 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 52.542 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 52.542 0.0 43.857 3.465 0.0 488.857 0.0 56.007 T 43.857 485.000 52.542 0.0 43.857 3.465 0.0 528.857 0.0 56.007 T 43.857 130.000 52.541 0.0 43.857 3.465 0.0 173.857 0.001 56.007 Vel = 4.98 Vel = 4.98 0 * * Fixed Loss = 10 Vel = 20.65 Vel = 12.85 Vel = 0.22 Vel = 0.04 Vel = 0.02 Vel = 0.02 K Factor = 0.31 Vel = 0.03 K Factor = 0.53 Vel = 0.17 K Factor = 3.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 -- Fax: (951) 955-4886 Fire Protection Planning A, Palm Desert Office: = 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 -- Fax: (760) 863-7072 PLAN REVIEW FORM ® New ❑ Re -Submittal # ❑ As-builts Permit No. L-A Q _ j (0 _ V_G - Project Information (Please Print) Project Name: Address: City & Zip: Office Use Only Riverside Cou.nty Fire Office (s nnarshal 20)6 TR 36537-1 PGA Estates I have read and understand that Fire Dept, fees are LOT 73/ 80-430 Champions Way/ Plan 4 Deposit Based Fees and there may be additional money due prior to or after project final. Sign: La Quints Print: Rachel Homsby Contact Information CONTACT PERSON Rachel Hornsby Mailing Address: 9225 Stellar Court, Suite A Billing Information BILL TO: Mailing Address: City & Zip Corona 92883 City & Zip Phone No.: 951-667-4220 x349 Fax: 951-667-4216 Phone No.: Email: RACHEL.HORNSBY@RICESERVICESINC.COM Email: ❑ Some 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 Tvpe f Check ar)wogriate items ❑ Commercial ❑ Industrial 19 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: i -.12 Date Paid: 14 1 Check#; -1 q 4 � Received By: Receip t# ( OCR) �DBFOLD Fom_ , n_..:. zi 7/25/2n1? -(Pli x y :-Py51e.00 Reviewed by: PC Review Date: is Approved ❑ Denied Plans Stamped: nYes ONO Letter Attached: i llYes ONO Job Card Included: 18Yes []No ❑DBF Visit us at www.rvcfire.org Called for Pick -Up Date:A/S /f By: Pickehdlv, y�Date: ` 1 V/A Bv: Y1,IV i Shipped By / Method Cervantes, Thomas@CALFIRE Subject: LAQ-I6-RS-032 - PGA WEST/ ESTATES - RES OH ROUGH Location: 80430 CHAMPIONS WAY, LOT 73, LA QUINTA Start: Thu 8/11/2016 11:30 AM End: Thu 8/11/2016 12:00 PM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Frankie Phone#: Co. Name: Cell#: 951-376-7634 NP Mechanical %al US,JI. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rou h-wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping UST/AST TANK Overhead hydro 1 Installation UG flush / OK to connect Removal Main drain/inspect. Test EmeMency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off 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 Buildinq 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 Finish Time: Y I Gillespie, James@CALFIRE Subject: 3. LAQ-I6-RS-032 - PGA WEST/ ESTATES - RES SPK FINAL Location: 80430 CHAMPIONS WAY, LOT 73, LA QUINTA Start: End: Recurrence: Organizer: Rep. Name: Frankie Phone#: Mon 11/21/2016 10:00 AM Mon 11/21/2016 11:00 AM (none) Gillespie, James@CALFIRE Co. Name: Cel I#: 951-376-7634 NP Mechanical urossw: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rou h-wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks I Dispensers & shear valves X Final f til Final KITCHEN HOOD EXTINGUISHING k., MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement I H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS --Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 Riverside County Fire Department Fire Protection Planning Section U Riverside Offlce: 2300 Market St., Ste 150, Riverside, CA 92501 Ph. (951) 9554777 Fax (951) 9554886 Munieta Office: 39493 Los Alamos Rd , Ste A, Murrieta, CA 92563 Ph. (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77.933 Las Montahas Rd., * 201 Palm Desert, CA 922114131 Ph. (760) 863-8886 (760) 863-7072 Fire Department Clearance/Release Date: 11 /21 /2016 To: LA QUINTA B&S Fax: Tract/Parcel Map #: PGA WEST ESTATES/PLAN 4 Permit/Lot #: LAQ-16-RS-032/LOT 73 ,lob Site Address: 80430 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. Authorizin • Signature elease J. GILLESPIE Print Name Form C — Revised 7282014 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALIMESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUX CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 CHARLES WASHINGTON DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 -� CAL FIRE - RIVERSIDE UNIT K.JERSIDE COUNTY FIRE ..�PARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 Fax (760) 863-7072 www.rvcfire.org 7/18/2016 NP Mechanical 9225 Stellar Court #A Corona, CA 92883 Re: Residential Fire Sprinkler Plan Review — PGA Estates Lot #73 LAQ-I6-RS-032 / 80-430 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