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LAQ-16-RS-033 PGA West The Estates Plan 3ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 LBELLOSO@CALWESTC OMMUNITIES.COM OWNER RREF II CWC LAQ LLC 5927 PRIESTLY DR STE 110 CARLSBAD CA 92008 CONDITIONS Description: THE SIGNATURE PH 1 ESTATES LOT 74 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 4/27/2015 MFA Parcel No: 775220021 Site Address: 80444 CHAMPIONS WY LA QUINTA,CA 92253 Approved: 5/7/2015 MFA Subdivision: Block: Lot: 74 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 3/9/2017 AOR Valuation: $258,038.20 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2,921 SF DWELLING 191 SF PORCH 257 SF OUTDOOR LIVING. PLAN TYPE 3A, LOT 74 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2013 CALIFORNIA BUILDING CODES. PERMIT EXTENSION GRANTED UNTIL MAY 2, 2016 TO PASS INSPECTION RIVERSIDE COUNTY FIRE PERMIT #LAQ-16-RS-033. SEE FIRE FOLDER. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 4:03:11 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $145.09 $145.09 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $145.09 $145.09 BSAS SB1473 FEE 101-0000-20306 0 $11.00 $11.00 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $11.00 $11.00 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 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, EA ADDITION 1,000SF 101-0000-42403 0 $36.99 $36.99 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $15.24 $15.24 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Printed: Wednesday, February 28, 2024 4:03:11 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 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: $245.12 $245.12 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 $36.26 $36.26 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 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 FURNACE 101-0000-42402 0 $36.26 $36.26 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 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: $239.30 $239.30 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 Total Paid for MULTI-SPECIES RESIDENTIAL: $1,292.00 $1,292.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $614.61 $614.61 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PERMIT: $614.61 $614.61 Printed: Wednesday, February 28, 2024 4:03:11 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,308.28 $1,308.28 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,308.28 $1,308.28 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 $205.53 $205.53 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA FIXTURE/TRAP PC 101-0000-42600 0 $205.53 $205.53 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 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: $556.11 $556.11 SMI - RESIDENTIAL 101-0000-20308 0 $33.55 $33.55 5/7/15 R5893 10885 CHECK RREF II CWC LAQ LLC MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $33.55 $33.55 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 Printed: Wednesday, February 28, 2024 4:03:11 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 3/30/2016 3/30/2016 NOT READY UNDERGROUND PLBG JFU 3/30/2016 3/30/2016 NOT READY WORK INCOMPLETE. LEAK WAS FOUND IN THE A.M. AND SYSTEM WAS NOT YET FULLY CHARGED. SEWER CONNECTION JFU 3/31/2016 3/31/2016 APPROVED UNDERGROUND PLBG JFU 3/31/2016 3/31/2016 APPROVED FOOTINGS JFU 4/7/2016 4/7/2016 CANCELED FOOTINGS AOR 4/8/2016 4/8/2016 DISAPPROVE D DEEPENED FOOTING REINFORCEMENT NOT PER DETAILS, AT FOOTINGS DEEPENED MORE THEN APPROVED PLAN STILL NEED REINFORCEMENT PER DETAILING. WALKED ONLY FRONT OF DWELLING, CORRECTIONS REQUIRE REINSPECTION ONCE WORK IS CORRECTED, CONTRACTOR TO VERIFY REMAINING WORK IS IN COMPLIANCE WITH APPROVED PLAN PRIOR TO REQUESTING REINSPECTION. SLAB AOR 4/8/2016 4/8/2016 NOT READY SEE FOOTING CORRECTIONS FOOTINGS JFU 4/11/2016 4/11/2016 APPROVED FLOOR NAIL JFU 7/8/2016 7/8/2016 APPROVED NO JOB CARD ON SITE. ROOF NAIL JFU 7/19/2016 7/19/2016 APPROVED OKAY TO WRAP JFU 8/10/2016 8/10/2016 APPROVED FRAMING JFU 8/17/2016 8/17/2016 APPROVED ROUGH ELEC JFU 8/17/2016 8/17/2016 APPROVED ROUGH MECH JFU 8/17/2016 8/17/2016 APPROVED TOTALS:$13,351.02 $13,351.02 Printed: Wednesday, February 28, 2024 4:03:11 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 BOND INFORMATION ROUGH PLBG JFU 8/17/2016 8/17/2016 APPROVED SHOWER PAN JFU 8/17/2016 8/17/2016 APPROVED INSULATION JFU 8/22/2016 8/22/2016 APPROVED LATH AOR 8/26/2016 8/26/2016 APPROVED DRYWALL NAIL JFU 8/30/2016 8/30/2016 APPROVED GAS LINE/TEST JFU 9/16/2016 9/16/2016 APPROVED DRIVEWAY APPROACH JPE 11/2/2016 11/2/2016 APPROVED 0815 to 0830Ok 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 0800 to 0830Weather - 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-N0184624A- M2000002A-M20A REGISTRATION DATE: 1/4/2017 HERS PROVIDER: CALCERTS, INC. REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES FIRE KOHL HETRICK 6/28/2016 7/18/2016 7/18/2016 APPROVED FIRE APPROVAL LETTER IN ATTACHMENTS PARENT PROJECTS Printed: Wednesday, February 28, 2024 4:03:11 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2016 BURT HANADA ESTATES PHASE 2 EXTENSION REQUEST.pdf ESTATES PHASE 2 EXTENSION REQUEST.pdf 1 DOC 1/20/2016 BURT HANADA Signature Phase 2 Permits Extension.docx Signature Phase 2 Permits.docx 1 DOC 5/8/2015 CECILIA PATINO BRES2015-0162 ISSUED PERMIT.pdf BRES2015-0162 ISSUED PERMIT.pdf 0 DOC 3/9/2017 JAKE FUSON CERTIFICATE OF OCCUPANCY BRES2015-0162 - CERTIFICATE OF OCCUPANCY.pdf 1 DOC 3/9/2017 JAKE FUSON FIRE DEPARTMENT CLEARANCE BRES2015-0162 - FIRE DEPARTMENT CLEARANCE.pdf 1 DOC 7/18/2016 KOHL HETRICK FIRE - RESIDENTIAL FIRE SPRINKLER - APPROVED LAQ-16-RS-033 - RFSPK PC - APPROVED.docx 0 DOC 3/31/2016 RAMSES SEVILLA 2215 TM 36537-1 Form Certs Lots 16 73-75 82- 83 3-28-16.pdf 2215 TM 36537-1 Form Certs Lots 16 73-75 82- 83 3-28-16.pdf 1 IMAGE 12/15/2016 JIM PETERS look east at backyard of 80444 Champions Way.JPG look east at backyard of 80444 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS look south at east side yard of 80444 Champions Way.JPG look south at east side yard of 80444 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS permit at 80444 Champions.JPG permit at 80444 Champions.JPG 0 IMAGE 11/2/2016 JIM PETERS drive approach at 80444 Champions Way.JPG drive approach at 80444 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS front of 80444 Champions Way.JPG front of 80444 Champions Way.JPG 0 Printed: Wednesday, February 28, 2024 4:03:11 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 11/2/2016 JIM PETERS permit for 80444 Champions Way.JPG permit for 80444 Champions Way.JPG 0 IMAGE 12/15/2016 JIM PETERS west side yard look north at 80444 Champions Way.JPG west side yard look north at 80444 Champions Way.JPG 0 Printed: Wednesday, February 28, 2024 4:03:11 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0162 13DICRC 313. 3 GENERAL NOTES 1. AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 13D, 2013 EDITION AND THE REQUIREMENTS OF PIVERSIDE COUNTY(PALM DESERT). 2. THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3, THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZE MASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION, 7, PIPE SHALL BE BUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED] ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10_ SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING(SEE TECH, DATA). 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13. PENDENT SPRINKLERS ARE AT LEAST 3 It. 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 4.91K MODELS AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 3. HEADS IN GARAGE AREA ARE RELIABLE F1 RES 49, AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 4, RISER TO BE 1" BLAZEMASTER CPVC AND CONCEALED IN WALL WITH ACCESS PANEL, 5. ALL PIPE SUPPORTS ARE TO BE PER NFPA #13D, 2013 ED. REQUIREMENTS. HANGERS TO BE PLACED NO MORE THAN 6-0" Q.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_ ,. 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. I`, 1 Ceiling B (7t16trI1C1'16n ❑ I A A ? (D - 8in) + 8 [A�(D-0.2m)+B] where: ❑ 5 30in. (0.8 m) FIGURE A.8. 2.5.7(a) Examnie of Shadow Areas (SSUISSP)- Elevation View FIGURE 8.2.5.4.3 Pvshlurling of Sprinkler to Avaid 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 Ioendent Spray Sprinklers}. dry areas do not exceed 15 ff' (1.4ml) per sprinkler _51ZE - 3/4" thru 2" pipe M TERIAI - Carbon Steel FINI$ - Mil Galvanized - UL Listed: EX 4231. EX 2551 t PATENT - No. 6.648,278, FUNC]jQN - To support horizontal piping - CPVC, Copper or Steel A listed hanger in all 3 mounting position, i.e. side of vertical surface and both topside and underside of horizontal surface. A listed retrainee providing vertical and later restraint in all the above mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. To 5abilize vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13D. Space by pipe type. Install on wood, concrete or steel. Snap over pipe, then squeeze strap back allowing pipe to slide freely. When # 905 threads are exposed in wood, insali #906 backing nut. V _ FTEWOCD' UL Listed per NFPA 13 R..; CPVC pipe - #905 screw - no pre -drill Capper pipe 905 screw - no pre -drill Steel pipe - 1 4"x1 1/2" log screw - no pre -drill i w Thru 5 8" gypsum board - 1/4%2" lag screw *93EEJL?tsted per NFPA 13 - mm 18 GA CPVC pipe - 1 /4" or #14 Tek Screw Capper pipe - 1 /4" or #14 Tek Screw Steel pipe - 1/4" or #14 Tek Screw *CONCt911-ted minimum load each fastener Thd 7Mg&w QWE0+2501bs " 1 12" Offset - pipe wall to mounting surface " 3/4' and 1" pipe size made with common center -line t * Leg design produces superior strength 'tee •Offset ed a eliminates abrasion * AFCON J905 screw listed for wood has 5-16" hex head - included Nominal Pipe Sae (in.) 'l." 1" 1'/0 1'%* 2' 2'W 3" 3%' 4' 5" 8" 8" Steel pipe ex"W threaded NIA 12'-0' 12'-0" 16-0" W-0" W-0- 16-T 15'.0' 15'-0' 15'-0' 15'-0" i v 0' light,, Threaded lightwall steel WA 12'-0' 12'-T 12A" 12'-0" 12'-0' 12'-0" WA NIA WA NIA WA pipe Copper tube oppe W-O' V-O' 10'-V 10'-0" 1 Z'-O' 12'-0' 12'-V 15-0" 15'-0" 16-0" 1 5'-0' S' 1 -0" CPVC 5d5" F-0' 6'-" 7'.D" B'-0" 9-0- 10'-0- WA NIA WA WA WA PolybuVene (IIPS) WA T-9 4'-T" 5'-D T-11" WA WA WA NIA WA NIA NIA Polybutylene (CTS) 2' 11" T-4' 3'-11" 4'S' S'S" WA WA WA NIA NIA NIA WA Duc61e iron pipe WA WA NIA NIA NIA 15'-0" WA WA 15-0' WA IF-0" IV-0" 514 STEEL - COPPER - C P. V C HANGER NOT TO SCALE DESIGN C14I TERIA CONCEALED RES. PENDENT SPRINKLER UPRIGHT QUICK RESPONSE SPRINKLER RES. PENDENT SPRINKLER 0 CHANGE IN ELEVATION ARISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION HANGER TIC DETAIL SYMBOL LEGEND SIZE & PIPE TYPE - 314" THRU 3" C.P.V.C. PIPE LISTINGS - -;- UL LISTED, EX4231, EX 2551 INSTALLATION - PER NFPA 130 INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, SPACE BY PIPE TYPE FASTENERS- a in WOOD: o 314" - 3" CPVC PIPE - #9C, SCREW - NO PRE --❑RILL in STEEL: 314" - 3" CPVC PIPE - 114" OR #14 TEK SCREW Nominal Pipe Size (in.) N. 1" 1'/." 1 %' 2- 2,h' 3' 3y,- 4" S' 6' 8' Steel pipe excaptthreaded lightwall NIA 12'-0'" 12'-0' 15'-0" 16-0" 15'4" 15'-0" 15'-V 16-V 16-W 15'-0" IS -ow Threaded lightwall steel pipe WA 12'-0" 12'-0' 12'-0" 12'-0" 12'-0" 12'-T NIA NIA NIA NIA WA Cappertube 8'-17 6'-0" 1V-0" 10'-0" 12'-0" 12'4Y 12'-0' ITV IT-V 164r 164r 16-T CPVC V-6- 6-0" 6!-6- T-0" V-0' 9'4" 10'-0" WA NIA WA WA wA Polybutylene (IPs) NIA F-7 4'-7" sv 5'-11" WA WA WA WA WA NIA WA Poloulylene (CTS) 2'-11" Y-4- N-11" 4'-5" 65" WA WA TWA WA WA WA WA Ductile Iran pipe WA NIA WA NIA MIA 16-0" NIA WA 15'-0" WA I8'-V 15'-0' 510 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE 0 I � � Nominal Pipe Size (in.) 'I" 1' #'!,' 1 %" 2" 2W 3' 3'I/V 4" 5' 6" 81 Steel pipeexoepl11-aded Ilghtwall WA 17-0" 17-0" 16'-0' 15-0" 15'-0" 1V-0- 15'-0" 15'-0" 16-0. 15`-0" 15,0" Threaded iighiwall steel WA 12-0' 1x-0" 12'4' IZ-O' 12'-0" 12'-(" WA WA WA NIA WA pipe Copper tube 8'-0" K-O' W-0" I O'-0' 12'-0' 12'-a" 12'-T 15'-0" 15'-0" 15'-0' 16-0" 16'-0" CPVC 5W 6'-0" V-6" T-0" 6-0" 9'-0' 10'-T NIA WA WA NIA NIA F*butylenellPs) NIA 3-9' 4'-T' 5'-0' 5'-11' WA WA NIA WA WA NIA WA Paiybutylene(CTS) 2'-11" 31-4' 3'-11, 4'-5' S' 5" WA WA NIA WA WA NIA WA Ductile iron pipe NIA NIA WA WA NIA IF-O" WA NIA IT-W WA 19-0" 16-0" 515 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE Dcm 38 �i 36 35 34 .00 32 .� s N �� 27 28 29 AVEN E 54 pax 9 ��- L� ...x. AIRPORT BOULEVARD . WEISK(]P AVENUE 58 VICINITY MAP 30 2 N. 25 ' 24 N"t 23 39 �-22 7 NIka 2 1€ 1 1 > 7 ' <86 74 F -1 85 /75 83 9: 77 81 80 SAY WAY `"` , 79 011 JNE tt sELEVATION: 490 i <iGUTTER 'rl k IRB�... - - SRC -'�t� LL ,44 I Lam,++ V� - 2 'BALL. � � 3 I 4 # low wMaw ) ER � 6 I i 7 E x s 8 9 ' 1 10 NL 67 5 54 12 /13 35 f-`94 36 I Sin W-37 - 38 34 !39 _j 40 3 32 52 5 I 4 49 48147 '" I I 46 44 43 3029 a. el 1 r p -- 2826 27 425 ` SITE WA TER PLAN N.T.S. CPVC TO SYSTEM T R 19' ELEV. U 14" x 14" VCPVC RISER ACCESS DOOR �- 300 PSI PRESSURE GAUGE MAIN DRAIN VALVE � 1I2" DRAIN TO EXTERIOR TO DOMESTIC REGULATOR SET @ "XX" PSI BY PLUMBING CONTRACTOR RUBBER FACED CHECK VALVE -POINT OF CONNECTION a PSI LOSSFOR FIRE SPRINKLER 5 GPM ALLLOWARNCE 900 INTO BUILDING '- )R1" CPVC 2' ELEV. X FINISH GRADE V ELEV. 1 %11 CPVC 314" METER 10 PSI LOSS STATIC 73 -10% =65.7 PSI RESIDUAL 20 -10% = 18 PSI FLOW 1500 GPM WATER FLOW INFORMATION PER NFPA 13D 2013: NO SPARE SPRINKLERS SHALL BE REQUIRED TO BE PROVIDED SECTION 5.1 .1 .1 I ' TAP INTO WATirR MAI N 1Y2"CPVC 1" COPPER K E E METER CMA1% 1 -T ELEV. M 1 M 5 MAX HODEP]IKTS�n '�� Iy1DRA1J61C Rereaerace -3' ELEV. -T ELEV. HOT& roaTAGE5 '*Be WOP$T CP5E SCENARIO RISER AND UNDERGROUND DETAIL UNDERGROUND BY OTHERS N.T.S. APPROVAL Riverside County Fire Department Offi t e ar By. r, Kahl Hetift The approval of plans and specifications does riot permit the violation, deletion, omission or faulty Installation of any requlrements of Title 24 or any Lao; Ordinances. Construction shall remain a. ssible and exposed for inspection purposes until approved by the Fire Department. pppp APPROVAL STAMP 1421 MECHANICAL LICENSE NO. 890694 ■ CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL 0 DESIGN, ENGINEERING AND INSTALLATION 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 pplans is the sale property of NP MECHANICAL, INC. and thaany use of this set of plans is prohibited and is a violation of copyright laws without first receivingg permission from Fire Sprinkler Sys ems_ C,l ON _n 40 CLASSIFICATION C-1 5 LICENSE NO. 890694 of � �� CA w U) m Lu < < LL LL LL.LL II] V7 uj UJ �a- r cOi'7rr Llk mr U7 Z 2 LU CL, M ¢ cv z � ~ <Qa dd¢l� D CD 000� Lu J LLI ~ � ~ < cI} O Z � ❑ IY Q d T-N 2 REVISIONS NO. DATE I DESCRIPTION � W F-3W U) Z uu a7 O W Z s �0 ce) i 'E Z LLl < J CLq;r IL 00 PAGE NAME: GENERAL NOTES DATE 03I2512016 DESIGNER M. GARCIA SHEET SIZE 24" X 36" F SHEET IS LESS THAN 24-:X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SCALE: 114'=V-0" JOB NUMBER: F-0000 FP1 0 _.—_1._A __'; "' T L... !- - -- - -1 OL.0 I IUI'Y U SCALE: 1/81,= 1' 1ST FLOOR SCALE: 1/411 = 1' IIrI- �lll FIREPLACE OPT. AT DINING SCALE:'/4" = 1' FiH. TLR1 1 i 1 FIN. FLFL SEUIlull C SCALE; 1181,=1' i IJPPB CASITA 9-0' CLG } `0a CH 04 jOPT. n ALT. RISER LOCATION SCALE:1/4" = 1 1 , 3EA 3 H� 19 D5 Fr. �a HB W/ S.Q.V. 2ND FLOOR SCALE:1/4" = 1' Sprinkler Head Schedule SYmbol Count Thread K—Factor Description Nate 8 1/2" 4.9 RELIABLE FIRES49 7/16 FIR 175 BB PD on Drop • 28 1/2" 4.9 RELIABLE RFC49 7/16 FR 165 82 CC on Drop 36 = Total Number of Heads This Floor THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA 1 NO. OF SPRINKLERS 1 BASIS OF DESIGN DENSITY: 1 .05 GP+vsa-FT- DESIGNED AREA OF DISCHARGE 1 HEADCALC- 40U sQ-PT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.024 GPM RESIDUAL PRESSURE 27.790 Psa SYSTEM DEMAND AT SOURCE GPM DISCHARGE 25.024 GPM RESIDUAL PRESSURE 55.118 PSI *SAFTEY FACTOR 10-558 PSI HYDRAULIC — SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA 2 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: 1 .05 GPMersQ.FT. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 SO -FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 2e GPM RESIDUAL PRESSURE 20.063 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31 GPM RESIDUAL PRESSURE 53-w Psi *SAFTEY FACTOR 12.5W PSI HYDRAULIC — SYSTEM THIS BUILDING IS PROTECTED BY HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA s NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: 1.05 ePMlrso Fr, DESIGNED AREA OF DISCHARGE 2HEADCAI.C. 256 SQ_PT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26,403 GPM RESIDUAL PRESSURE 22.6w Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.403 GPM RESIDUAL PRESSURE: 56.043 Psi *SAFTEY FACTOR im PSI dYDRAU LI C — SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I ALT. CALC AREA 1 NO. OF SPRINKLERS BASIS OF DESIGN DENSITY: I05 aPzlrsa.FT. DESIGNED AREA OF DISCHARGE 1 HEAD CALC. 400 SO. I L SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20,024GPM RESIDUAL, PRESSURE 27.841 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 25.024 GPM RESIDUAL PRESSURE 55.169 PSI *SAFTEY FACTOR 10.507 PSI HYDRAULIC — SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I ALT, CALC AREA 2 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: Las Gpwso.Fr. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 SQ.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 1 26.001 GPM RESIDUAL PRESSURE 1 20.148 PS! SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.001 GPM RESIDUAL PRESSURE 53.163 Psi *SAFTEY FACTOR 12.501 Psi HYDRAULIC — SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I ALT. CALC AREA 3 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: 1.05 GPMISQ.Fr. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 So. FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 28-404 GPM RESIDUAL PRESSURE 21.410 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.404 GPM RESIDUAL PRESSURE 54.a34s Psa *SAFTEY FACTOR 10,818 Pia NOTES: A. ALL HEAD SPACING TO BE 1b'X16I, UNLESS OTHERWISE NOTED. B. A 20X20 HEAD TO BE USED IN COMPARTMENTS LESS THAN 400 SO, FT. AND LESS THAN 20 FT. IN EACH DIRECTION. C. ALL PIPES TO BE 1" CPVC, UNLESS OTHERWISE NOTED. D. ALL HEAD DROPS TO BE 1" CPVC, UNLESS OTHERWISE NOTED. E. HANGERS SHOWN FOR REFERENCE PURPOSES ONLY, 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 0 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 SQ, FT. AND LESS 0 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. j 8.2.5.1 CLOSETS: IN ALL CLOSETS AND COMPARTMENTS INCLUDING THOSE SOUDING MECHANICAL EQUIPMENT, THAT ARE NOT LARGER THAN 400 `P A SINGLE PRINKLER AT THE HIGHEST CEILING SPACE SHALL BE SUFFICIENT WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCES TO WALL. 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING CONDITIONS: 1. THE TOTAL VOLUME OF ALL UNPROTECTED CEILING DOCKETS IN A COMPARTMENT DOES NOT EXCEED inn FTC 2. THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE LOWER CEILING ELEVATION. 3. THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE TREATMENT IS NONCOMBUSTIBLE OR LIMITED —COMBUSTIBLE MATERIAL. 4. SKYLIGHTS NOT EXCEEDING 32 FP SHALL BE PERMITTED TO HAVE A PLASTIC COVER. NP MECHANICAL 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 a The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of in, contained in this set of plans is the sale property of NP MECHANICAL, INC. andthat any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. Q.� �' CLASSIFICATION 0 C-16 * LICENSE NO. s 890694OF Cf1 CIO 1— Uj > W co Q 3 LL LL LL LL � � � C!} CI7 (A UJ J f2CN C)r >- W r C9 ci U OD cf) rn Co r r 0) - Q � U) z W a �•' Z C) o_ I( z z Q~ 1� z�� QUJ Q`�J p0<U ❑ U ❑ U fY U) rL 0 4 0 � Lu J U W H-� LLLL F-Q 0 ❑ ❑ o v~i z w m d > C NOTES REVISIONS NO. DATE I DESCRIPTION L_ (1) >_ w w _.., C%4 Z w z 0)p = � 0 C�)CL z:E U) J << w < j"T DD PAGE NAME: PIPING PLAN DATE 03/2512016 DESIGNER M- GARCIA SHEET SIZE 24" X 36" IF SHEET IS LESS THAN 24' X36" T IS A REdUCED PRINT SCALE REDUCE ACCORDINGLY SCALE: 114"=1'-0" r a JOB NUMBER: F-0000 FP2 ZDate: Residential Connection Charge Estimate June 28, 2016 Customer Name: RREF II- CWC LAQ, LLC Phone No. (760) 918-6768 Parcel No. 775-410-014 Geo. 06-07-16-3 Address: 80444 Champions Way, La Quinta LID: 887912 Block No. Lot No. 74 size of Lot: 6,970 sq. ft. Tract No. 36537-1 Type of Service: JEl R-1: LJ Duplex: Triplex: Apts: ❑ SWSC: $ - Acres: 0.16 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 40851.00 Treatment: $2,436/edu collection: $2,415/edu Meter: $ 'S9C Meter Size: '+ inch Meter surcharge: $ - Service Size: inch Service: $ _ Meter & Service: $ - Backflow:, $ Other: $ - Sewer Lateral: $ Total: $ nician: Ruben Montiel Fees Information Supplied By Customer uVn1e51E1c vvazer uemano Max. Flow--: Min. Pressure - Fire Sprinkler Demand* Max. Flow= Min. Pressure= System Type: 0 Multi 24 gpm 37.5 psi 31.4 gp m 27.4 El Stand Alone * CVWD USES WORST CASE CONDITION Notes: Tract No. 36537-1, Per Wellsite Agreement, no WSBFC. All SWSC paid on PZ 15-6563. Collect only SCC. PZ 16- 6897 CVWD System Data Service Connection** Max. Flow*= ?j . y gpm Inlet Pressure' I Ll psi Outlet Pressure= i . n lisi I Meter Size = 3/� inch Service Size= 1 inch 1 Prior to Pressure Re u lat! ng Valve ** For Calculation Pur oses- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Lake Cahuilla Calculations: PZ= . Res. # =.6725 Res./Ht=32 HGL= 145' Property Elev.= -4' Ps = 71.4 psi Po = 32.0 psi 1" Service hL = 23.6 psi 3/4" Meter hL = 15.8 psi Appoved by: Jesse Aguilar The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Enei 6gRti'rESs1 , AC,V� C 79673 rq spa civil lF OF C 11;' Of � Date: 7-11-16 eer-of-Record for the Droie *********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 3 Location CALC AREA 1 System Contract Data File PLAN3 CA1 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 1 Building - PLAN 3 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 n b Y Number of Sprinklers Flowing:10 ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 WGpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20' ( ) Deluge ( ) PreAction E Domestic Flow Added -35 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Summary C-Facto- used: Psi Required 27,790 Overhead 150 � BR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Datc of Tcot - Rated Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 55.118 Hose (❑emand) : 5 D3 - System Demand : 25.024 Safety Margin 10.558 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — D2 R 60 E 50 D3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical ESTATES Fitting Legend Abbrev. Name 1/2 3/4 1 E NFPA 13 90' Standard Elbow 1 2 2 F NFPA 13 45' Elbow 1 1 1 N ' CPVC 90'EII Harvel-Spears 7 7 0' CPVC Tee - Branch 3 3 5 P ' CPVC 45' Elbow 1 1 1 R ' CPVC Coupling Tee - Run 1 1 1 S NFPA 13 Swing Check 0 0 5 T NFPA 13 90' Flow thru Tee 3 4 5 Units Summary Page 3 Date 03/28/16 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 7 9 11 14 16 19 22 27 32 45 55 65 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - 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 12.0 4.9 16.7 na 20-02 0.05 400 16.7 H2 12.0 18.38 na H3 12.0 18.57 na H4 20.0 16.97 na H5 20.0 16.97 na D1 13.0 16.81 na 1 13.0 17.51 na 2 13.0 17.9 na D2 13.0 17.94 na 3 13.0 17.94 na D3 13.0 18.14 na 4 13.0 18.14 na 5 13.0 18.29 na 6 13.0 18.7 na 7 11.0 19.72 na 8 11.0 20.54 na 9 11.0 21.18 na 10 11.0 20.92 na 22 11.0 20.83 na 12 11.0 20.53 na 13 11.0 20.33 na B 11.0 19.23 na C 13.0 18.17 na 14 11.0 18.83 na 15 11.0 18.62 na 16 11.0 18.42 na D4 21.0 16.53 na 19 21.0 16.53 na 20 21.0 16.52 na D5 21.0 16.54 na 18 21.0 16.55 na 17 11.0 20.9 na TR 11.0 22.01 na BR 2.0 27.79 na 5.0 X 2.0 28.41 na EL -3.0 30.76 na M1 -3.0 31.69 na M2 -3.0 42.23 na CM -3.0 51.64 na 102 -3.0 51.65 na 101 -3.0 51.65 na 100 -3.0 51.65 na SRC -11.0 55.12 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 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 20.02 1.101 N 7.0 1.000 16.700 ' to 150.0 0.0 7.000 -0.433 D1 20.02 0.0681 0.0 8.000 0.545 D2 H3 to D3 H4 to D4 H5 0.0 1.101 N 7.0 1.000 18.375 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 17.942 0.0 1.101 N 7.0 1.000 18.571 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 18.138 0.0 1.101 N 7.0 1.000 16.968 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 16.535 0.0 1.101 N 7.0 1.000 16.971 1500 0.0 7.000 -0.4$3 0.0 0.0 0.0 8.000 0.0 0.0 0.0 16.538 K Factor = 4.90 Vel = 6.75 K Factor = 4.88 Vet = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel =0 K Factor = 0 D 1 20.02 1.101 O 5.0 5.250 16.812 to 150.0 0.0 5.000 0.0 1 20.02 0.0682 0.0 10.250 0.699 Vel = 6.75 1 -6.89 1.101 3 R 3.0 9.417 17.511 to 150.0 0.0 3.000 0.0 2 13.13 0.0313 0.0 12.417 0.389 Vel = 4.42 2 -3.83 1.101 R 1.0 1.583 17.900 to 150.0 0.0 1.000 0.0 3 9.3 0.0163 0.0 2.583 0.042 Vel = 3.13 0.0 9.30 17.942 K Factor = 2.20 D2 0.0 1.101 O 5.0 1.250 17.942 to 150.0 0.0 5.000 0.0 3 0.0 0.0 0.0 6.250 0.0 Vel = 0 3 9.30 1.101 R 1.0 10.833 17.942 to 150.0 0.0 1.000 0.0 4 9.3 0.0166 0.0 11.833 0.196 Vel = 3.13 0.0 9.30 18.138 K Factor = 2.18 D3 0.0 1.101 O 5.0 1.250 18.138 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 6.250 0.0 Vel = 0 4 9.30 1.101 N 7.0 2.417 18.138 to 150.0 0.0 7.000 0.0 5 9.3 0.0165 0.0 9.417 0.155 Vel = 3.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 6 ESTATES Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 1.101 R 16.667 18.293 1.0 to 150.0 N 7.0 8.000 0.0 6 9.3 0.0165 0.0 24.667 0.407 Vel = 3.13 6 0.0 1.101 N 7.0 2.000 18.700 _ to 150.0 0.0 7.000 0.866 7 9.3 0.0166 0.0 9.000 0.149 Vel = 3.13 7 0.0 1.101 511 5.0 40.083 19.715 to 150.0 O 5.0 10.000 0.0 8 9.3 0.0165 0.0 50.083 0.827 Vel = 3.13 8 2.19 1.101 2R 2.0 19.250 20.542 to 150.0 O 5.0 7.000 0.0 9 11.49 0.0244 0.0 26.250 0.641 Vel = 3.87 0.0 8 -2.19 1.101 to 150.0 12 -2.19 -0.0012 0.0 -2.19 9 -8.53 1.101 to 150.0 10 -8.53 -0.0141 10 6.59 1.101 to 150.0 11 -1.94 -0.0008 0.0 -1.94 _ 10 -6.59 1.101 to 150.0 22 -6.59 -0.0087 22 8.53 1.101 to 150.0 21 1.94 0.0009 0.0 1.94 22 -8.53 1.101 to 150.0 12 -8.53 -0.0141 12 to 13 13 to B B to C C to 14 -2.19 1.101 150.0 -10.72-0.0215 0.0 1.101 21.183 K Factor = 2.50 2R 2.0 12.667 20.542 0.0 2.000 0.0 0.0 14.667 -0.017 Vel = 0.74 20.525 K Factor = -0.48 R 1.0 12.667 21.183 O 5.0 6.000 0.0 0.0 18.667 -0.263 Vel = 2.87 N 7.0 0.583 20.920 0.0 7.000 4.764 0.0 7.583 -0.006 Vel = 0.65 R 1.0 4.917 O 5.0 6.000 0.0 10.917 N 7.0 0.583 0.0 7.000 0.0 7.583 O 5.0 0.0 N 7.0 0.0 0.0 4R 4.0 14.333 7.000 21.333 2.083 7.000 25.678 20.920 0.0 -0.095 20.825 4.764 0.007 25.596 20.825 0.0 0.0 -0.195 20.330 K Factor = -0.38 Vel = 2.22 Vel = 0.65 K Factor = 0.38 Vel = 2.87 Vel = 3.61 150.0 N 7.0 11.000 0.0 -10.72 -0.0215 0.0 51.083 -1.097 Vel = 3.61 0.0 1.101 N 7.0 2.000 19.233 150.0 0.0 7.000 -0.866 -10.72 -0.0214 0.0 9.000 -0.193 Vel = 3.61 0.0 1.101 R 1.0 4.000 18.174 150.0 O 5.0 6.000 0.866 -10.72 -0.0215 0.0 10.000 -0.215 Vel = 3.61 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 14 6.89 1.101 R 1.0 12.667 18.825 to 150.0 O 5.0 6.000 -0.866 2 -3.83 -0.0032 0.0 18.667 -0.059 Vel = 1.29 0.0 -3.83 17.900 K Factor = -0.91 14 -6.89 1.101 R 1.0 13.500 18.825 to 150.0 N 7.0 8.000 0.0 15 -6.89 -0.0094 0.0 21.500 -0.203 Vel = 2.32 15 0.0 1.101 R 1.0 12.750 18.622 to 150.0 N 7.0 8.000 0.0 16 -6.89 -0.0095 0.0 20.750 -0.197 Vel = 2.32 16 0.0 1.101 R 1.0 4.000 18.425 to 150.0 0.0 1.000 -0.866 1 -6.89 -0.0096 0.0 5.000 -0.048 Vel = 2.32 0.0 -6.89 17.511 K Factor = -1.65 D4 0.0 1.101 O 5.0 9.917 16.535 to 150.0 0.0 5.000 0.0 19 0.0 0.0 0.0 14.917 0.0 Vel = 0 19 -1.94 1.101 N 7.0 13.333 16.535 to 150.0 0.0 7.000 0.0 90 -1.94 -0.0009 0.0 20.333 -0.019 Vel = 0.65 20 0.0 1.101 N 7.0 10.000 16.516 to 150.0 0.0 7.000 9.095 21 -1.94 -0.0009 0.0 17.000 -0.015 Vel = 0.65 0.0 -1.94 25.596 K Factor = -0.38 19 1.94 1.101 R 1.0 2.083 16.535 to 150.0 0.0 1.000 0.0 D5 1.94 0.0010 0.0 3.083 0.003 Vel = 0.65 D5 0.0 1.101 N 7.0 2.000 16.538 to 150.0 0.0 7.000 0.0 18 1.94 0.0009 0.0 9.000 0.008 Vel = 0.65 18 0.0 1.101 R 1.0 13.750 16.546 to 150.0 2P 2.0 10.000 4.331 17 1.94 0.0009 N 7.0 23.750 0.021 Vel = 0.65 17 0.0 1.101 N 7.0 10.000 20.898 to 150.0 0.0 7.000 4.764 11 1.94 0.0009 0.0 17.000 0.016 Vel = 0.65 0.0 1.94 25.678 K Factor = 0.38 9 20.02 1.101 N 7.0 5.167 21.183 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.167 0.830 Vel = 6.75 0.0 20.02 22.013 K Factor = 4.27 TR 20.02 1.101 2R 2.0 9.000 22.013 to 150.0 S 9.563 18.562 3.898 BR 20.02 0.0682 N 7.0 27.562 1.879 Vel = 6.75 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 X to EL EL to M1 M2 M2 to CM 5.00 , 1.101 150.0 25.02 0.1030 0.0 1.598 150.0 25.02 0.0167 0.0 1.598 150.0 25.02 0.0168 0.0 0.785 150.0 25.02 0.5350 0.0 0.995 150.0 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 1.85 0.0 101 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 O 5.0 1.000 27.790 0.0 5.000 0.0 0.0 6.000 0.618 E 5.828 5.000 28.408 0.0 5.828 2.166 0.0 10.828 0.181 E 5.828 50.000 30.755 0.0 5.828 0.0 0.0 55.828 0.937 0.0 1.000 31.692 0.0 0.0 10.000 0.0 1.000 0.535 T 5.841 50.000 42.227 0.0 5.841 0.0 0.0 55.841 9.417 F 11.278 965.000 51.644 T 43.857 55.135 0.0 0.0 1020.135 0.008 F 11.278 1960.000 51.652 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 51.653 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 51.653 0.0 43.857 3.465 0.0 488.857 0.0 55.118 T 43.857 485.000 51.653 0.0 43.857 3.465 0.0 528.857 0.0 55.118 T 43.857 130.000 51.652 0.0 43.857 3.465 0.0 173.857 0.001 Qa=5 Vel = 8.43 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 = 2.69 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 3 Location CALC AREA 2 System Contract Data File PLAN3 CA2 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 2 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M D E S I G N Listed Flow at Start Point - 1:3 System Type Listed Pres. at Start Point - 7 i (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x XMI, ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26 P,si Requi-red 20.063 1 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Statfc Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure: 18 D2 - System Flow 26 C2 - Residual Flow 1500 D2 - System Pressure 53.077 Hose ( Demand) 5 D3 - System Demand 31 Safety Margin 12.586 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 " R 60 D2 E 50 ❑3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 11 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 ESTATES Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 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 P' CPVC 45' Elbow 1 1 1 2 2 2 3 4 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 Prossure / Flow Summary - STANDARD NP Mechanical ESTATES Page 4 Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density No. Actual Actual H1 12.0 7.61 na H2 12.0 4.9 7.04 na 13.0 0.05 H3 12.0 4.9 7.04 na 13.0 0.05 H4 20.0 7.36 na H5 20.0 7.37 na D1 13.0 7.18 na 1 13.0 7.18 na 2 13.0 7.12 na D2 13.0 6.85 na 3 13.0 7.04 na D3 13.0 6.85 na 4 13.0 7.04 na 5 13.0 7.33 na 6 13.0 8.07 na 7 11.0 9.21 na 8 11.0 10.73 na 9 11.0 11.77 na 10 11.0 11.35 na 22 11.0 11.2 na 12 11.0 10.71 na 13 11.0 10.43 na B 11.0 8.84 na C 13.0 7.7 na 14 11.0 8.25 na 15 11.0 8.16 na 16 11.0 8.07 na D4 21.0 6.93 na 19 21.0 6.93 na 20 21.0 6.9 na D5 21.0 6.94 na 18 21.0 6.95 na 17 11.0 11.31 na TR 11.0 13.12 na BR 2.0 20.06 na 5.0 X 2.0 20.98 na EL -3.0 23.42 na M1 -3.0 24.81 na M2 -3.0 35.6 na CM -3.0 49.6 na 102 -3.0 49.61 na 101 -3.0 49.61 na 100 -3.0 49.61 na SRC -11.0 53.08 na The maximum velocity is 20.55 and it occurs in the pipe between nodes M1 and M2 Area Press Req. 256 7.039 256 7 039 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv °"°"' Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 1 0.0 1.101 N 7.0 1.000 7.611 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 7.178 K Factor = 0 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 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H4 0.0 1.101 N 7.0 1.000 7.364 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 6.931 K Factor = 0 H5 0.0 1.101 N 7.0 1.000 7.368 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 D 1 0.0 1.101 O 5.0 5.250 to 150.0 0.0 5.000 1 0.0 0.0 0.0 10.250 1 -4.56 1.101 3R 3.0 9.417 to 150.0 0.0 3.000 2 -4.56 -0.0044 0.0 12.417 2 -8.53 1.101 R 1.0 1.583 to 150.0 0.0 1.000 3 -13.09 -0.0310 0.0 2.583 0.0 -13.09 D2 13.00 1.101 O 5.0 1.250 to 150.0 0.0 5.000 3 13.0 0.0307 0.0 6.250 3 -13.09 1.101 R 1.0 10.833 to 150.0 0.0 1.000 4 -0.09 0.0 0.0 11.833 D3 to 4 4 to 5 6.935 7.178 0.0 0.0 7.178 nn 7.043 6.851 0.0 0.192 7.043 0.0 0.0 K Factor = 0 Vel = 0 Vel = 1.54 Vel = 4.41 K Factor = -4.93 Vel = 4.38 Vel = 0.03 K Factor = -0.03 13.00 1.101 O 5.0 1.250 6.851 150.0 0.0 5.000 0.0 13.0 0.0307 0.0 6.250 0.192 Vel = 4.38 -0.09 1.101 N 7.0 2.417 7.043 150.0 0.0 7.000 0.0 12.91 0.0303 0.0 9.417 0.285 Vel = 4.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 6 ESTATES Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 to 6 6 to 7 7 to 8 8 to 9 I JV.V 12.91 0.0302 0.0 1.101 150.0 12.91 0.0303 0.0 1.101 150.0 12.91 0.0302 2.06 1.101 150.0 14.97 0.0398 0.0 14.97 8 -2.06 1.101 to 150.0 12 -2.06-0.0010 9 to 10 10 0.0 -2.06 -11.04 1.101 150.0 -11.04 -0.0226 8.53 1.101 150.0 -2.51 -0.0015 R 1.0 16.667 7.328 N 7.0 8.000 0.0 0.0 24.667 0.746 N 7.0 2.000 8.074 0.0 7.000 0.866 0.0 9.000 0.273 5R 5.0 40.083 9.213 O 5.0 10.000 0.0 0.0 50.083 1.515 2R 2.0 19.250 10.728 O 5.0 7.000 0.0 0.0 26.250 1.044 11.772 2R 2.0 12.667 10.728 0.0 2.000 0.0 0.0 14.667 -0.015 10.713 R 1.0 12.667 11.772 O 5.0 6.000 0.0 0.0 18.667 -0.422 N 7.0 0.583 11.350 0.0 7.000 4.764 0.0 7.583 -0.011 Vel = 4.35 Vel = 4.35 Vel = 5.04 K Factor = 4.36 Vel = 3.72 Vel = 0.85 0.0 -2.51 16.103 K Factor = -0.63 10 -8.53 1.101 R 1.0 4.917 11.350 to 150.0 O 5.0 6.000 0.0 22 -8.53 -0.0141 0.0 10.917 -0.154 Vel = 2.87 22 11.04 1.101 N 7.0 0.583 11.196 to 150.0 0.0 7.000 4.764 21 2.51 0.0015 0.0 7.583 0.011 Vel = 0.85 0.0 2.51 15.971 K Factor = 0.63 22 -11.04 1.101 2R 2.0 14.333 11.196 to 150.0 O 5.0 7.000 0.0 12 -11.04 -0.0226 0.0 21.333 -0.483 Vel = 3.72 12 -2.05 1.101 N 7.0 2.083 10.713 to 150.0 0.0 7.000 0.0 13 -13.09 -0.0310 0.0 9.083 -0.282 Vel = 4.41 13 0.0 1.101 4R 4.0 40.083 10.431 to 150.0 N 7.0 11.000 0.0 B -13.09 -0.0311 0.0 51.083 -1.588 Vel = 4.41 B 0.0 1.101 N 7.0 2.000 8.843 to 150.0 0.0 7.000 -0.866 C -13.09 -0.0311 0.0 9.000 -0.280 Vel = 4.41 C 0.0 1.101 R 1.0 4.000 7.697 _ to 150.0 O 5.0 6.000 0.866 14 -13.09 -0.0311 0.0 10.000 -0.311 Vel = 4.41 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 14 4.55 1.101 R 1.0 12.667 8.252 to 150.0 O 5.0 6.000 -0.866 2 -8.54 -0.0141 0.0 18.667 -0.263 Vel = 2.88 _ 14 to 15 15 to _16 16 to 1 to 19 19 to 20 20 to 21 19 to _D5 D5 to 18 18 to 11 9 to TR TR to BR 0.0 -8.54 4.56 1.101 150.0 -4.56 -0.0044 0.0 1.101 150.0 -4.56 -0.0044 0.0 1.101 150.0 -4.56 -0.0044 0.0 -4.56 0.0 1.101 150.0 0.0 0.0 -2.51 1.101 150.0 -2.51 -0.0015 0.0 1.101 150.0 -2.51 -0.0015 0.0 -2.51 7.123 R 1.0 13.500 8.252 N 7.0 8.000 0.0 0.0 21.500 -0.094 R 1.0 12.750 8.158 N 7.0 8.000 0.0 0.0 20.750 -0.092 R 1.0 4.000 8.066 n 1 000 -0 866 n n 411 N 7.0 0.0 0.0 5.000 9.917 5.000 14.917 13.333 7 nnn i.uuu 17.000 -0.022 7.178 6.931 0.0 0.0 6.931 K Factor = -3.20 Vel = 1.54 Vel = 1.54 Vel = 1.54 K Factor = -1.70 Vet = 0 -0.030 Vel = 0.85 6.901 9.095 -0.025 Vel = 0.85 15.971 K Factor = -0.63 2.51 1.101 R 1.0 2.083 6.931 150.0 0.0 1.000 0.0 2.51 0.0013 0.0 3.083 0.004 Vel = 0.85 0.0 1.101 N 7.0 2.000 6.935 150.0 0.0 7.000 0.0 2.51 0.0014 0.0 9.000 0.013 Vel = 0.85 0.0 1.101 R 1.0 13.750 6.948 150.0 2P 2.0 10.000 4.331 2.51 0.0015 N 7.0 23.750 0.035 Vel = 0.85 0.0 1.101 N 7.0 10.000 11.314 150.0 0.0 7.000 4.764 2.51 0.0015 0.0 17.000 0.025 Vel = 0.85 0.0 2.51 16.103 K Factor = 0.63 26.00 1.101 N 7.0 5.167 11.772 150.0 0.0 7.000 0.0 26.0 0.1106 0.0 12.167 1.346 Vel = 8.76 0.0 26.00 13.118 K Factor = 7.18 26.00 1.101 2R 2.0 9.000 13.118 150.0 S 9.563 18.562 3.898 26.0 0.1106 N 7.0 27.562 3.047 Vel = 8.76 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. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ` 1.101 O 1.000 20.063 Qa = 5 BR 5.00 5.0 to 150.0 0.0 5.000 0.0 X 31.0 0.1530 0.0 6.000 0.918 Vel = 10.45 X 0.0 1.598 E 5.828 5.000 20.981 to 150.0 0.0 5.828 2.166 EL 31.0 0.0249 0.0 10.828 0.270 Vel = 4.96 EL 0.0 1.598 E 5.828 50.000 23.417 to 150.0 0.0 5.828 0.0 M1 31.0 0.0249 0.0 55.828 1.392 Vel = 4.96 M 1 0.0 0.785 0.0 1.000 24.809 to 150.0 0.0 0.0 10.000 Fixed Loss = 10 M2 31.0 0.7950 0.0 1.000 0.795 Vel = 20.55 M2 to CM CM to 102 102 to 101 101 to 100 100 to SRC to SRC 0.0 0.995 150.0 31.0 0.2506 0.0 7.68 150.0 31.0 0.0 -24.78 7.68 150.0 6.22 0.0 -3.92 7.68 150.0 2.3 0.0 0.0 7.68 150.0 2.3 0.0 0.0 2.30 3.92 7.68 150.0 3.92 0.0 0.0 3.92 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 35.604 0.0 13.995 49.599 0.0 0.012 F 11.278 1960.000 49.611 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 49.612 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 49.612 0.0 43.857 3.465 0.0 488.857 0.0 53.077 T 43.857 485.000 49.612 0.0 43.857 3.465 0.0 528.857 0.0 53.077 102 24.78 7.68 T 43.857 130.000 49.611 to 150.0 0.0 43.857 3.465 SRC 24.78 0.0 0.0 173.857 0.001 0.0 24.78 53.077 Vel = 12.79 Vel = 0.21 Vel = 0.04 Vel = 0.02 Vel = 0.02 K Factor = 0.32 Vel = 0.03 K Factor = 0.54 Vel = 0.17 K Factor = 3.40 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 3 Location CALC AREA 3 System Contract Data File PLANS CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 ESTATES Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - ESTATES Date - 03/28/16 Location - CALC AREA 3 Building - PLAN 3 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.403 Psi Required:22.6,09,0 AT BR Summary C -Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: * Datc of Tcst - Rated Cap. cap. T Time of Test - @ Psi Elev. E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 13.426 C2 - Residual Pressure: 18 D2 - System Flow : 26.403 C2 - Residual Flow 1500 D2 - System Pressure 56.043 Hose ( Demand) : 5 D3 - System Demand : 31.403 Safety Margin 9.620 150 140 130 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 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 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 PCPVC 45' Elbow 1 1 1 2 2 2 3 4 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 Reg. H1 12.0 13.22 na H2 12.0 13.22 na H3 12.0 13.23 na H4 20.0 4.9 7.04 na 13.0 0.05 256 7.039 H5 20.0 4.9 7.48 na 13.4 0.05 256 7.0 D1 13.0 12.78 na 1 13.0 12.78 na 2 13.0 12.79 na D2 13.0 12.79 na 3 13.0 12.79 na D3 13.0 12.8 na 4 13.0 12.8 na 5 13.0 12.81 na 6 13.0 12.83 na 7 11.0 13.7 na 8 11.0 13.74 na 9 11.0 14.19 na 10 11.0 13.26 na 22 11.0 13.21 na 12 11.0 13.58 na 13 11.0 13.58 na B 11.0 13.63 na C 13.0 12.77 na 14 11.0 13.64 na 15 11.0 13.65 na 16 11.0 13.65 na D4 21.0 6.85 na 19 21.0 7.31 na 20 21.0 8.02 na D5 21.0 7.31 na 18 21.0 7.56 na 17 11.0 12.56 na TR 11.0 15.58 na BR 2.0 22.61 na 5.0 X 2.0 23.55 na EL -3.0 25.9Z3- na M1 -3.0 27.42 na M2 -3.0 38.23 na CM -3.0 52.56 na 102 -3.0 52.58 na 101 -3.0 52.58 na 100 -3.0 52.58 na SRC -11.0 56.04 na The maximum velocity is 20.82 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '****** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 1 0.0 1.101 N 7.0 1.000 13.217 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 0.0 0.0 12.784 H2 0.0 1.101 N 7.0 1.000 13.221 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 0.0 0.0 12.788 H3 0.0 1.101 N 7.0 1.000 13.231 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 0.0 0.0 12.798 H4 13.00 1.101 N 7.0 1.000 7.039 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0306 0.0 8.000 0.245 0.0 _ 13.00 6.851 H5 13.40 1.101 N 7.0 1.000 7.481 to 1 rin n v0.0325 n n 7 nnn D5 13.4 0.0 8.000 0.260 0.0 13.40 7.308 D1 0.0 1.101 O 5.0 5.250 12.784 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 10.250 0.0 1 0.65 1.101 3R 3.0 9.417 12.784 to 150.0 0.0 3.000 0.0 2 0.65 0.0001 0.0 12.417 0.001 2 1.23 1.101 R 1.0 1.583 12.785 to 150.0 0.0 1.000 0.0 3 1.88 0.0012 0.0 2.583 0.003 0.0 1.88 12.788 D2 0.0 1.101 O 5.0 1.250 12.788 to 150.0 0.0 5.000 0.0 3 0.0 0.0 0.0 6.250 0.0 3 1.88 1.101 R 1.0 10.833 12.788 to 150.0 0.0 1.000 0.0 4 1.88 0.0008 0.0 11.833 0.010 0.0 1.88 12.798 Vel =0 K Factor = 0 Vel = 0 K Factor = 0 Vet = 0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.52 K Factor = 4.96 Vel = 0 Vel = 0.22 Vel = 0.63 K Factor = 0.53 Vel = 0 Vel = 0.63 K Factor = 0.53 D3 0.0 1.101 O 5.0 1.250 12.798 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 6.250 0.0 Vel = 0 4 1.88 1.101 N 7.0 2.417 12.798 to 150.0 0.0 7.000 0.0 5 1.88 0.0008 0.0 9.417 0.008 Vel = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical ESTATES Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "`.. Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 1.101 to 150.0 6 1.88 0.0009 6 0.0 1.101 to 150.0 7 1.88 0.0009 7 to 8 LV 9 8 9 to 10 10 to 22 22 to 21 L12 12 to 13 13 to B B to C C to 14 0.0 1.101 150.0 1.88 0.0008 7.60 1.101 150.0 9.48 0.0171 0.0 9.48 -7.60 1.101 150.0 -7.6 -0.0113 0.0 -7.60 -16.93 1.101 150.0 -16.93 -0.0500 4.49 1.101 150.0 -12.44 -0.0282 0.0 -12.44 -4.49 1.101 150.0 -4.49 -0.0043 -9.48 1.101 150.0 -13.97-0.0349 I JV.V 9.48 0.0171 1.0 16.667 12.806 R N 7.0 8.000 0.0 0.0 24.667 0.021 N 7.0 2.000 12.827 0.0 7.000 0.866 0.0 9.000 0.008 5R 5.0 40.083 13.701 O 5.0 10.000 0.0 0.0 50.083 0.042 2R 2.0 19.250 13.743 O 5.0 7.000 0.0 0.0 26.250 0.449 14.192 2R 2.0 12.667 13.743 0.0 2.000 0.0 0.0 14.667 -0.166 13.577 R 1.0 12.667 14.192 O 5:0 6.000 0.0 0.0 18.667 -0.933 N 7.0 0.583 13.259 0.0 7.000 4.764 0.0 7.583 -0.214 17.809 R 1.0 4.917 13.259 O 5.0 6.000 0.0 0.0 10.917 -0.047 N 7.0 0.583 13.212 0.0 7.000 4.764 0.0 7.583 -0.265 17.711 2R 2.0 14.333 13.212 O 5.0 7.000 0.0 0.0 21.333 0.365 Vel = 0.63 Vel = 0.63 1\ I QVLVI = G.VG r\ FCLL:LVI = -L.UO Vel = 5.71 Vel = 4.19 K Factor = -2.95 Vel = 1.51 Vel = 4.71 K Factor = -3.32 Vel = 3.19 -7.60 1.101 N 7.0 2.083 13.577 150.0 0.0 7.000 0.0 1.88 0.0008 0.0 9.083 0.007 Vel = 0.63 0.0 1.101 4R 4.0 40.083 13.584 150.0 N 7.0 11.000 0.0 1.88 0.0009 0.0 51.083 0.044 Vel = 0.63 0.0 1.101 N 7.0 2.000 13.628 150.0 0.0 7.000 -0.866 1.88 0.0009 0.0 9.000 _ 0.008 Vel-= 0.63 0.0 1.101 R 1.0 4.000 12.770 150.0 O 5.0 6.000 0.866 1.88 0.0008 0.0 10.000 0.008 Vel = 0.63 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 14 R 1.0 12.667 13.644 -0.66 1.101 to 150.0 O 5.0 6.000 -0.866 2 1.22 0.0004 0.0 18.667 0.007 Vel = 0.41 0.0 1.22 12.785 K Factor = 0.34 14 0.65 1.101 R 1.0 13.500 13.644 to 150.0 N 7.0 8.000 0.0 15 0.65 0.0001 0.0 21.500 0.003 Vel = 0.22 15 0.0 1.101 R 1.0 12.750 13.647 to 150.0 N 7.0 8.000 0.0 16 0.65 0.0001 0.0 20.750 0.002 Vel = 0.22 16 0.0 1.101 R 1.0 4.000 13.649 +� 150 0 0 0 1 000 -n RFR D4 to 19 19 to 20 20 to 21 to 18 18 to 17 17 I- to TR TR to BR 0.65 0.0002 0.0 5.000 0.0 0.65 13.00 1.101 O 5.0 9.917 150.0 0.0 5.000 13.0 0.0307 0.0 14.917 0.97 1.101 N 7.0 13.333 150.0 0.0 7.000 13.97 0.0350 0.0 20.333 0.0 1.101 N 7.0 10.000 i r_n n 0 0 7 000 0.0 13.97 -0.96 1.101 150.0 -0.96 -0.0003 13.40 1.101 150.0 12.44 0.0282 0.0 17.000 R 1.0 2.083 n n 1 nnn 12./b4 6.851 0.0 0.458 7.309 nn 9.Wjb 0.595 17.711 7.309 nn U.0 /.UUU U.0 0.0 9.000 0.254 Vel = 0.22 K Factor = 0.18 VPI = 4.71 K Factor = 3.32 Vel = 0.32 Vel = 4.19 0.0 1.101 R 1.0 13.750 7.562 150.0 2P 2.0 10.000 4.331 12.44 0.0283 N 7.0 23.750 0.671 Vel = 4.19 0.0 1.101 N 7.0 10.000 12.564 150.0 0.0 7.000 4.764 12.44 0.0283 0.0 17.000 0.481 Vel = 4.19 0.0 12.44 17.809 K Factor = 2.95 26.40 1.101 N 7.0 5.167 14.192 150.0 0.0 7.000 0.0 26.4 0.1138 0.0 12.167 1.384 Vel = 8.90 0.0 26.40 15.576 K Factor = 6.69 26.40 1.101 2R 2.0 9.000 15.576 150.0 S 9.563 18.562 3.898 26.4 0.1137 N 7.0 27.562 3.135 Vel = 8.90 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. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """'* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BR to _X X to EL EL to M1 w _ M2 M2 to CM CM to 102 102 to 101 101 to 100 100 to SRC 101 5.00 1.101 150.0 31.4 0.1567 0.0 1.598 150.0 31.4 0.0255 0.0 1.598 150.0 31.4 0.0256 0.0 0.785 150.0 31.4 0.8140 0.0 0.995 150.0 31.4 0.2567 0.0 7.68 150.0 31.4 0.0 -25.10 7.68 150.0 6.3 0.0 -3.97 7.68 150.0 2.33 0.0 0.0 7.68 150.0 2.33 0.0 - 0.0 2.33 3.98 7.68 150.0 3.98 0.0 0.0 3.98 O 5.0 1.000 22.609 0.0 5.000 0.0 0.0 6.000 0.940 E 5.828 5.000 23.549 0.0 5.828 2.166 0.0 10.828 0.276 E 5.828 50.000 25.991 0.0 5.828 0.0 0.0 55.828 1.427 0.0 1.000 27.418 0.0 0.0 10.000 0.0 1.000 0.814 T 5.841 50.000 38.232 0.0 5.841 0.0 0.0 55.841 14.332 F 11.278 965.000 52.564 T 43.857 55.135 0.0 0.0 1020.135 0.013 F 11.278 1960.000 52.577 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 52.578 T 43.857 55.135 0.0 0.0 935.135 0.0 U.0 40M/ JAb5 0.0 488.857 0.0 56.043 T 43.857 485.000 52.578 0.0 43.857 3.465 0.0 528.857 0.0 56.043 102 25.10 7.68 T 43.857 130.000 52.577 to 150.0 0.0 43.857 3.465 SRC 25.1 0.0 0.0 173.857 0.001 0.0 25.10 56.043 Qa=5 Vel = 10.58 Vel = 5.02 Vel = 5.02 "' Fixed Loss = 10 Vel = 20.82 Vel = 12.96 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 = 3.35 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 3 Location ALT. CALC AREA 1 System Contract Data File ALT. PLAN3 CA1 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 W 03/28/16 Location - ALT. CALC AREA 1 Building - PLAN 3 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: (X)1 ( )2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date 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 tem Required 20.024. 'Psi Required 27.841 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test Ratcd Cap. Cap. T Time of Test - @ Psi Elev. E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Well Flow (Gpm) - 1500 Proof Flow Gpm S Elevation P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure: 18 D2 - System Flow 20.024 C2 - Residual Flow 1500 D2 - System Pressure 55.169 Hose ( Demand) : 5 D3 - System Demand 25.024 Safety Margin 10.507 150 140 130 P 120 R 110 E 100 S 90 S 80 el 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 ESTATES Page Date 3 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 P" CPVC 45' Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 RCPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calcula=ion for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical Page 4 ESTATES Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req H1 12.0 4.9 16.7 na 20.02 0.05 400 16.7 H2 12.0 18.37 na H3 12.0 18.57 na H4 20.0 17.33 na H5 20.0 17.34 na D1 13.0 16.81 na 1 13.0 17.51 na 2 13.0 17.9 na D2 13.0 17.94 na 3 13.0 17.94 na D3 13.0 18.14 na 4 13.0 18.14 na 5 13.0 18.29 na 6 13.0 18.7 na 7 11.0 19.71 na 8 11.0 20.53 na 9 11.0 20.92 na 10 11.0 21.18 na 22 11.0 21.06 na 12 11.0 20.53 na 13 11.0 20.34 na B 11.0 19.24 na C 13.0 18.18 na 14 11.0 18.83 na 15 11.0 18.62 na 16 11.0 18.43 na D4 21.0 16.9 na 19 21.0 16.9 na 20 21.0 16.82 na D5 21.0 16.91 na 18 21.0 16.94 na 17 11.0 21.36 na 11 11.0 21.43 na TRA 11.0 22.06 na BR 2.0 27.84 na 5.0 X 2.0 28.46 na EL -3.0 30.81 na M1 -3.0 31.74 na M2 -3.0 42.28 na CM -3.0 51.69 na 102 -3.0 51.7 na 101 -3.0 51.7 na 100 -3.0 51.7 na SRC -11.0 55.17 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 ESTATES Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'"""` Notes `ifi Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 1 20.02 1.101 N 7.0 1.000 16.700 to 150.0 0.0 7.000 -0.433 D1 20.02 0.0681 0.0 8.000 0.545 H2 0.0 1.101 N 7.0 1.000 18.375 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 17.942 K Factor = 0 V Fartnr - d QO K Factor = 4.88 H3 0.0 1.101 N 7.0 1.000 18.569 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 0.0 0.0 18.136 H4 0.0 1.101 N 7.0 1.000 17.332 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 0.0 0.0 16.899 H5 0.0 1.101 N 7.0 1.000 17.343 to 150.0 no 7 000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 D1 20.02 1.101 O 5.0 5.250 16.812 to 150.0 0.0 5.000 0.0 1 20.02 0.0682 0.0 10.250 0.699 1 -6.89 1.101 3 R 3.0 9.417 17.511 to 150.0 0.0 3.000 0.0 2 13.13 0.0312 0.0 12.417 0.388 2 -3.86 1.101 R 1.0 1.583 17.899 to 150.0 0.0 1.000 0.0 3 9.27 0.0166 0.0 2.583 0.043 0.0 9.27 17.942 D2 0.0 1.101 O 5.0 1.250 17.942 to 150.0 0.0 5.000 0.0 0.0 0.0 0.0 6.250 0.0 _3 3 9.27 1.101 R 1.0 10.833 17.942 to 150.0 0.0 1.000 0.0 4 9.27 0.0164 0.0 11.833 0.194 0.0 9.27 18.136 Vel = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 6.75 Vel = 4.42 Vel = 3.12 K Factor = 2.19 Vel = 0 Vel = 3.12 K Factor = 2.18 4 0.0 0.0 0.0 6.250 0.0 Vel = 0 4 9.27 1.101 N 7.0 2.417 18.136 to 150.0 0.0 7.000 0.0 5 9.27 0.0164 0.0 9.417 0.154 Vel = 3.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 6 ESTATES Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"* `"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 to 6 6 to 7 7 to 8 8 to 9 8 to 12 9 to 10 10 to 11 10 to 22 22 to 21 22 to 12 12 13 to B B to C C to 14 0.0 1.101 R 1.0 16.667 18.290 150.0 N 7.0 8.000 0.0 9.27 0.0164 0.0 24.667 0.405 0.0 1.101 N 7.0 2.000 18.695 150.0 0.0 7.000 0.866 9.27 0.0164 0.0 9.000 0.148 0.0 1.101 5R 5.0 40.083 19.709 150.0 O 5.0 10.000 0.0 9.27 0.0164 0.0 50.083 0.823 -0.82 1.101 2R 2.0 19.250 20.532 150.0 N 7.0 9.000 0.0 8.45 0.0138 0.0 28.250 0.390 0.0 8.45 20.922 0.82 1.101 0.82 0.0 0.82 8.45 8.45 150.0 0.0001 1.101 150.0 0.0138 7.41 1.101 150.0 15.86 0.0442 0.0 15.86 -7.41 1.101 150.0 -7.41 -0.0108 11.58 1.101 150.0 4.17 0.0037 0.0 4.17 -11.57 1.101 150.0 2R 2.0 12.667 20.532 0.0 2.000 0.0 0.0 14.667 0.002 20.534 R 1.0 O 5.0 0.0 12.667 6.000 18.667 20.922 0.0 0.258 O 5.0 0.583 21.180 0.0 5.000 0.0 0.0 5.583 0.247 21.427 R 1.0 4.917 21.180 O 5.0 6.000 0.0 0.0 10.917 -0.118 N 7.0 0.583 21.062 0.0 7.000 4.764 0.0 7.583 0.028 Vel = 3.12 Vel = 3.12 Vel = 3.12 Vel = 2.85 K Factor = 1.85 Vel = 0.28 K Factor = 0.18 Vel = 2.85 Vel = 5.34 K Factor = 3.43 Vel = 2.50 Vel = 1.41 25.854 K Factor = 0.82 2R 2.0 14.333 21.062 O 5.0 7.000 0.0 -11.57 -0.0248 0.0 21.333 -0.528 Vel = 3.90 0.82 1.101 N 7.0 2.083 20.534 150.0 0.0 7.000 0.0 -10.75 -0.0216 0.0 9.083 -0.196 Vel = 3.62 0.0 1.101 4R 4.0 40.083 20.338 150.0 N 7.0 11.000 0.0 -10.75 -0.0216 0.0 51.083 -1.102 Vel = 3.62 0.0 1.101 N 7.0 2.000 19.236 150.0 0.0 7.000 -0.866 -10.75 -0.0216 0.0 9.000 -0.194 Vel = 3.62 0.0 1.101 R 1.0 4.000 18.176 150.0 O 5.0 6.000 0.866 -10.75 -0.0216 0.0 10.000 -0.216 Vel = 3.62 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 14 6.89 1.101 to 150.0 2 -3.86-0.0033 0.0 -3.86 14 -6.89 1.101 to 150.0 15 -6.89-0.0095 15 0.0 1.101 to 150.0 16 -6.89-0.0095 16 0.0 1.101 to 150.0 1 -6.89 -0.0096 0.0 -6.89 D4 0.0 1.101 to 150.0 19 0.0 0.0 19 -4.17 1.101 to 150.0 20 -4.17 -n.nn.q7 20 0.0 1.101 to 150.0 21 -4.17 -0.0038 0.0 -4.17 19 4.17 1.101 to 150.0 D5 4.17 0.0036 D5 0.0 1.101 to 150.0 18 4.17 0.0038 R 1.0 12.667 18.826 O 5.0 6.000 -0.866 0.0 18.667 -0.061 17.899 R 1.0 13.500 18.826 N 7.0 8.000 0.0 0.0 21.500 -0.204 R 1.0 12.750 18.622 N 7.0 8.000 0.0 0.0 20.750 -0.197 R 1.0 4.000 18.425 0.0 1.000 -0.866 0.0 5.000 -0.048 17.511 O 5.0 9.917 16.899 0.0 5.000 0.0 0.0 14.917 0.0 N 7.0 13.333 16.899 0.0 7.000 0.0 n n PO -n.rns N 7.0 10.000 16.823 0.0 7.000 9.095 0.0 17.000 -0.064 25.854 R 1.0 2.083 16.899 0.0 1.000 0.0 0.0 3.083 0.011 N 7.0 2.000 16.910 0.0 7.000 0.0 0.0 9.000 0.034 Vel = 1.30 K Factor = -0.91 Vel = 2.32 Vel = 2.32 Vel = 2.32 K Factor = -1.65 Vel = 0 Vel = 1.41 Vel = 1.41 K Factor = -0.82 Vel = 1.41 Vel = 1.41 18 0.0 1.101 R 1.0 13.750 16.944 to 150.0 2P 2.0 10.000 4.331 17 4.17 0.0037 N 7.0 23.750 0.089 Vel = 1.41 17 0.0 1.101 N 7.0 10.000 21.364 to 150.0 0.0 7.000 0.0 11 4.17 0.0037 0.0 17.000 0.063 Vel = 1.41 11 15.85 1.101 N 7.0 2.333 21.427 to 150.0 0.0 7.000 0.0 TRA 20.02 0.0683 0.0 9.333 0.637 Vel = 6.75 0.0 20.02 22.064 K Factor = 4.26 TRA 20.02 1.101 2R 2.0 9.000 22.064 to 150.0 S 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 27.841 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 Page 8 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 X 0.0 1.598 to 150.0 EL 25.02 0.0167 EL 0.0 1.598 to 150.0 M 1 25.02 0.0168 M 1 0.0 0.785 to 150.0 M2 25.02 0.5340 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 E 5.828 5.000 28.459 0.0 5.828 2.166 0.0 10.828 0.181 E 5.828 50.000 30.806 0.0 5.828 0.0 0.0 55.828 0.938 0.0 1.000 31.744 0.0 0.0 10.000 0.0 1.000 0.534 T 5.841 50.000 42.278 0.0 5.841 0.0 0.0 55.841 9.417 F 11.278 965.000 51.695 T 43.857 55.135 0.0 0.0 1020.135 0.008 F 11.278 1960.000 51.703 T 43.857 55.135 0.0 0.0 2015.135 0.001 F 11.278 880.000 51.704 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 51.704 0.0 43.857 3.465 0.0 488.857 0.0 55.169 T 43.857 485.000 51.704 0.0 43.857 3.465 0.0 528.857 0.0 55.169 T 43.857 130.000 51.703 0.0 43.857 3.465 0.0 173.857 _ 0.001 55.169 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 = 2.69 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 3 Location ALT. CALC AREA 2 System Contract Data File ALT. PLAN3 CA2 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 2 Building - PLAN 3 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 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 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 I'Gpm Required 26.001 Psi Required 20.14'8 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: -A Date -of -Test — -Ratcd Cap-. -dap 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 Suppiy: Demand: Cl - Static Pressure 65.7 D1 - Elevation 9.961 C2 - Residual Pressure. 18 D2 - System Flow : 26.001 C2 - Residual Flow 1500 D2 - System Pressure : 53.163 Hose ( Demand) : 5 D3 - System Demand : 31.001 Safety Margin 12.501 150 140 130 P 120 R 110 E 100 S 90 S 80 u 70 -- R 60 D2 E 50 D3 40 30 C2 20 10 LL.... L ........ ......... . . . . . . . . . . . . . . . . 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 O' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 P' CPVC 45' Elbow 1 1 1 2 2 2 3 4 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 Elevation K-Fact Pt Pn No. Actual 1-11 12.0 7.61 na H2 12.0 4.9 7.0.1 na H3 12.0 4.9 7.04 na H4 20.0 7.95 na H5 20.0 7.97 na D1 13.0 7.18 na 1 13.0 7.18 na 2 13.0 7.12 na D2 13.0 6.85 na 3 13.0 7.04 na D3 13.0 6.85 na 4 13.0 7.04 na 5 13.0 7.33 na 6 13.0 8.07 na 7 11.0 9.21 na 8 11.0 10.71 na 9 11.0 11.35 na 10 11.0 11.77 na 22 11.0 11.58 na 12 11.0 10.73 na 13 11.0 10.44 na B 11.0 8.85 na C 13.0 7.7 na 14 11.0 8.25 na 15 11.0 8.16 na 16 11.0 8.07 na D4 21.0 7.52 na 19 21.0 7.52 na 20 21.0 7.4 na D5 21.0 7.54 na 18 21.0 7.59 na 17 11.0 12.07 na 11 11.0 12.17 na TRA 11.0 13.2 na BR 2.0 20.15 na X 2.0 21.07 na EL -3.0 5-5 na M1 -3.0 24.89 na M2 -3.0 35.69 na CM -3.0 49.68 na 102 -3.0 49.7 na 101 -3.0 49.7 na 100 -3.0 49.7 na SRC -11.0 53.16 na Flow Density Actual 13.0 13.0 5.0 The maximum velocity is 20.55 and it occurs in the pipe between nodes M1 and M2 0.05 0.05 Area Press Req. 256 7.039 256 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 H 1 0.0 1.101 N 7.0 1.000 7.612 to 150.0 0.0 7.000 -0.433 _ D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 7.179 K Factor = 0 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 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 to D4 H5 to D5 D1 to 1 1 to 2 2 to 3 D2 to 3 3 to 4 D3 to 4 4 to 5 0.0 1.101 N 7.0 150.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.101 N 7.0 15nn nn 0.0 0.0 0.0 0.0 0.0 0.0 1.101 O 5.0 150.0 0.0 0.0 0.0 0.0 -4.57 1.101 3R 3.0 150.0 0.0 -4.57 -0.0044 0.0 -8.56 1.101 R 1.0 150.0 0.0 -13.13 -0.0314 0.0 0.0 -13.13 13.00 1.101 O 5.0 150.0 0.0 13.0 0.0307 0.0 1.000 7.953 7.000 -0.433 8.000 0.0 7.520 1.000 7.972 7 000 -0.433 8.000 0.0 S.000 10.250 9.417 Q nnn I .uuu 2.583 1.250 5.000 6.250 7.539 1 411 7.179 0.0 -0.055 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 Vel = 1.54 7.124 0.0 -0.081 Vel = 4.42 7.043 K Factor = -4.95 6.851 0.0 0.192 Vel = 4.38 -13.13 1.101 R 1.0 10.833 7.043 150.0 0.0 1.000 0.0 -0.13 0.0 0.0 11.833 0.0 Vel = 0.04 0.0 -0.13 7.043 K Factor = -0.05 13.00 1.101 O 5.0 1.250 6.851 150.0 0.0 5.000 0.0 13.0 0.0307 0.0 6.250 0.192 Vel = 4.38 -0.13 1.101 N 7.0 2.417 7.043 150.0 0.0 7.000 0.0 12.87 0.0301 0.0 9.417 0.283 Vel = 4.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 6 ESTATES Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *' ``* ' Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 to 6 6 to 7 7 to 8 8 to 9 8 to 12 9 to 10 10 to 11 0.0 1.101 150.0 12.87 0.0301 0.0 1.101 150.0 12.87 0.0301 0.0 1.101 150.0 12.87 0.0301 -1.87 1.101 150.0 11.0 0.0225 0.0 11.00 1.87 1.101 150.0 1.87 0.0009 0.0 1.87 11.00 1.101 150.0 11.0 0.0225 9.59 1.101 150.0 20.59 0.0718 0.0 20.59 10 -9.59 1.101 to 150.0 22 -9.59 -0.0175 22 15.00 1.101 to 150.0 21 5.41 0.0061 0.0 5.41 22 -15.00 1.101 to 150.0 12 -15.0 -0.0399 12 to 13 13 to B B to C C to 14 R 1.0 16.667 7.326 N 7.0 8.000 0.0 0.0 24.667 0.743 N 7.0 2.000 8.069 0.0 7.000 0.866 0.0 9.000 0.271 5R 5.0 40.083 9.206 O 5.0 10.000 0.0 0.0 50.083 1.508 2R 2.0 19.250 10.714 N 7.0 9.000 0.0 0.0 28.250 0.636 11.350 2R 2.0 12.667 10.714 0.0 2.000 0.0 0.0 14.667 0.013 10.727 R 1.0 12.667 11.350 O 5.0 6.000 0.0 0.0 18.667 0.420 O 5.0 0.583 11.770 0.0 5.000 0.0 0.0 5.583 0.401 12.171 R 1.0 4.917 11.770 O 5.0 6.000 0.0 0.0 10.917 -0.191 N 7.0 0.583 11.579 0.0 7.000 4.764 0.0 7.583 0.046 16.389 2R 2.0 14.333 11.579 O 5.0 7.000 0.0 0.0 21.333 -0.852 Vel = 4.34 Vel = 4.34 Vel = 4.34 Vel = 3.71 K Factor = 3.27 Vel = 0.63 K Factor = 0.57 Vel = 3.71 Vel = 6.94 K Factor = 5.90 Vel = 3.23 Vel = 1.82 K Factor = 1.34 Vel = 5.05 1.87 1.101 N 7.0 2.083 10.727 150.0 0.0 7.000 0.0 -13.13 -0.0313 0.0 9.083 -0.284 Vel = 4.42 0.0 1.101 4R 4.0 40.083 10.443 150.0 N 7.0 11.000 0.0 -13.13 -0.0312 0.0 51.083 -1.595 Vel = 4.42 0.0 1.101 N 7.0 2.000 8.848 150.0 0.0 7.000 -0.866 -13.13 -0.0313 0.0 9.000 -0.282 Vel = 4.42 0.0 1.101 R 1.0 4.000 7.700 150.0 O 5.0 6.000 0.866 -13.13 -0.0312 0.0 10.000 -0.312 Vel = 4.42 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 14 1.101 1.0 12.667 8.254 R 4.57 to 150.0 O 5.0 6.000 -0.866 _ 2 -8.56 -0.0141 0.0 18.667 -0.264 Vel = 2.88 0.0 -8.56 7.124 K Factor = -3.21 14 -4.57 1.101 R 1.0 13.500 8.254 to 150.0 N 7.0 8.000 0.0 15 -4.57 -0.0044 0.0 21.500 -0.095 Vel = 1.54 15 0.0 1.101 R 1.0 12.750 8.159 to 1500 N 7.0 8.000 0.0 16 -4.57 -0.0044 0.0 20.750 16 0.0 1.101 R 1.0 4.000 to 150.0 0.0 1.000 1 -4.57 -0.0044 0.0 5.000 0.0 -4.57 D4 0.0 1.101 O 5.0 9.917 to 150.0 0.0 5.000 19 0.0 0.0 0.0 14.917 19 -5.41 1.101 N 7.0 13.333 to 150.0 0.0 7.000 20 -5.41 -n.nnFn n,n 20.333 20 0.0 1.101 N 7.0 10.000 to 150.0 0.0 7.000 21 -5.41 -0.0061 0.0 17.000 0.0 -5.41 to 18 18 to 17 17 to to TRA TRA to BR I 5.41 1.101 R 1.0 2.083 150.0 0.0 1.000 5.41 0.0062 0.0 3.083 0.0 1.101 N 7.0 2.000 150.0 0.0 7.000 5.41 0.0060 0.0 9.000 0.0 1.101 R 1.0 13.750 150.0 2P 2.0 10.000 5.41 0.0061 N 7.0 23.750 0.0 1.101 N 7.0 10.000 150.0 0.0 7.000 5.41 0.0061 0.0 17.000 20.59 1.101 N 7.0 2.333 150.0 0.0 7.000 ffel Wifff 7.179 7.520 0.0 0.0 7.520 0.0 0.123 7.397 9.095 -0.103 16.389 7.520 0.0 0.019 7.539 0.0 0.054 7.593 4.331 0.144 12.068 0.0 0.103 12.171 0.0 Vel = 1.54 Vel = 1.54 K Factor = -1.71 Vel = 0 Vel = 1.82 Vel = 1.82 K Factor = -1.34 Vel = 1.82 Vel = 1.82 Vel = 1.82 Vel = 1.82 26.0 0.1106 0.0 9.333 1.032 Vel = 8.76 0.0 26.00 13.203 K Factor = 7.16 26.00 1.101 2R 2.0 9.000 13.203 150.0 S 9.563 18.562 3.898 26.0 0.1106 N 7.0 27.562 3.047 Vel = 8.76 5.00 1.101 O 5.0 1.000 20.148 Qa = 5 150.0 0.0 5.000 0.0 31.0 0.1530 0.0 6.000 0.918 Vel = 10.45 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. 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 21.066 to 150.0 0.0 5.828 2.166 EL 31.0 0.0249 0.0 10.828 0.270 EL 0.0 1.598 to 150.0 M 1 31.0 0.0250 M1 0.0 0.785 to 150.0 M2 31.0 0.7950 M2 0.0 0.995 to 150.0 CM 31.0 0.2506 CM 0.0 7.68 to 150.0 102 31.0 0.0 102 to 101 101 to 100 100 101 to SRC -24.78 7.68 150.0 6.22 0.0 -3.92 7.68 150.0 2.3 0.0 0.0 7.68 150.0 2.3 0.0- 0.0 2.30 3.92 7.68 150.0 3.92 0.0 0.0 3.92 102 24.78 7.68 to 150.0 SRC 24.78 0.0 0.0 24.78 E 5.828 0.0 0.0 50.000 5.828 55.828 23.502 0.0 1.393 0.0 1.000 24.895 0.0 0.0 10.000 0.0 1.000 0.795 T 5.841 50.000 35.690 0.0 5.841 0.0 0.0 55.841 13.994 F 11.278 965.000 49.684 T 43.857 55.135 0.0 0.0 1020.135 0.012 F 11.278 1960.000 49.696 T 43.857 55.135 0.0 0.0 2015.135 0.002 F 11.278 880.000 49.698 T 43.857 55.135 0.0 0.0 935.135 0.0 T 43.857 445.000 49.698 0.0 43.857 3.465 0.0 488.857 0.0 53.163 T 43.857 485.000 49.698 0.0 43.857 3.465 0.0 528.857 0.0 53.163 T 43.857 130.000 49.696 0.0 43.857 3.465 0.0 173.857 0.002 53.163 Vel = 4.96 Vel = 4.96 * * Fixed Loss = 10 Vel = 20.55 Vel = 12.79 Vel = 0.21 Vel = 0.04 Vel = 0.02 Vel = 0.02 K Factor = 0.32 Vel = 0.03 K Factor = 0.54 Vel = 0.17 K Factor = 3.40 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 3 Location ALT. CALC AREA 3 System Contract Data File ALT. PLANS 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 3 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 Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - Feet Note: (X)NFPA 13D Date 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 26.404 Psi Required 21.41.0 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: --A:-- -DaLe 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: gated 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 NIP Mechanical ESTATES Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 13.426 C2 - Residual Pressure: 18 D2 - System Flow 26.404 C2 - Residual Flow 1500 D2 - System Pressure 54.845 Hose ( Demand ) 5 D3 - System Demand 31.404 Safety Margin 10.818 150 140 130 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^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical ESTATES Page Date 3 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 1-: •1 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 P' CPVC 45' Elbow 1 1 1 2 2 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 R' CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a " will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical ESTATES Node Elevation K-Fact No. H 1 12.0 H2 12.0 H3 12.0 H4 20.0 4.9 H5 20.0 4.9 D 1 13.0 1 13.0 2 13.0 D2 13.0 3 13.0 D3 13.0 4 13.0 5 13.0 6 13.0 7 11.0 8 11.0 9 11.0 10 11.0 22 11.0 12 11.0 13 11.0 B 11.0 C 13.0 14 11.0 15 11.0 16 11.0 D4 21.0 19 21.0 20 21.0 D5 21.0 18 21.0 17 11.0 11 11.0 TRA 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 CM -3.0 102 -3.0 101 -3.0 100 -3.0 SRC -11.0 Pt Actual 12.59 12.59 E2.59 7.04 7.48 12.16 12.16 12.16 12.16 12.16 12.16 12.16 12.16 12.17 13.03 13.04 13.11 13.15 12.96 13.02 13.02 13.02 12.16 13.02 13.03 13.03 6.85 7.31 7.91 7.31 7.61 12.74 13.32 14.38 21.41 22.35 24.79 26.22 37.03 51.37 51.38 51.38 51.38 54.84 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 na na Flow Density Actual 13.0 13.4 5.0 The maximum velocity is 20.82 and it occurs in the pipe between nodes M1 and M2 0.05 0.05 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 N 7.0 1.000 12.592 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.159 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 12.593 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 12.160 K Factor = 0 H3 0.0 1.101 N 7.0 1.000 12.594 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 12.161 K Factor = 0 H4 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H5 13.40 1.101 N 7.0 1.000 7.482 K Factor = 4.90 to 1 50.0 n n 7 nnn -n 422 D5 13.4 0.0325 0.0 8.000 0.260 Vel = 4.52 0.0 13.40 7.309 K Factor = 4.96 D1 0.0 1.101 O 5.0 5.250 12.159 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 10.250 0.0 Vel = 0 1 0.23 1.101 3 R 3.0 9.417 12.159 to 150.0 0.0 3.000 0.0 2 0.23 0.0001 0.0 12.417 0.001 Vel = 0.08 2 0.42 1.101 R 1.0 1.583 12.160 to 150.0 0.0 1.000 0.0 3 0.65 0.0 0.0 2.583 0.0 Vel = 0.22 0.0 0.65 12.160 K Factor = 0.19 D2 0.0 1.101 O 5.0 1.250 12.160 to 150.0 0.0 5.000 0.0 3 0.0 0.0 0.0 6.250 0.0 Vel = 0 3 0.65 1.101 R 1.0 10.833 12.160 to 150.0 0.0 1.000 0.0 4 0.65 0.0001 0.0 11.833 0.001 Vel = 0.22 0.0 0.65 12.161 K Factor = 0.19 D3 0.0 1.101 O 5.0 1.250 12.161 to 150.0 0.0 5.000 0.0 4 0.0 0.0 0.0 6.250 0.0 Vel = 0 4 0.65 1.101 N 7.0 2.417 12.161 to 150.0 0.0 7.000 0.0 5 0.65 0.0001 0.0 9.417 0.001 Vel = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finial Calculations - Hazen -Williams NP Mechanical ESTATES Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***"*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 1.101 R 1.0 16.667 12.162 to 150.0 N 7.0 8.000 0.0 6 0.65 0.0001 0.0 24.667 0.003 Vel = 0.22 6 0.0 1.101 N 7.0 2.000 12.165 to 150.0 0.0 7.000 0.866 7 0.65 0.0002 0.0 9.000 0.002 Vel = 0.22 7 0.0 1.101 5R 5.0 40.083 13.033 to 150.0 O 5.0 10.000 0.0 8 0.65 0.0001 0.0 50.083 0.006 Vel = 0.22 8 2.62 1.101 2R 2.0 19.250 13.039 to 150.0 N 7.0 9.000 0.0 9 3.27 0.0024 0.0 28.250 0.067 Vel = 1.10 0.0 3.27 13.106 K Factor = 0.90 8 -2.62 1.101 2R 2.0 12.667 13.039 to 150.0 0.0 2.000 0.0 12 -2.62-0.0016 0.0 14.667 -0.024 0.0 -2.62 13.015 9 to 10 10 to 11 10 to 22 22 to 21 22 to 12 12 to 13 13 to B B to C C to 14 3.27 1.101 150.0 3.27 0.0024 9.46 1.101 150.0 12.73 0.0296 R 1.0 12.667 13.106 O 5.0 6.000 0.0 0.0 18.667 0.044 O 5.0 0.583 13.150 0.0 5.000 0.0 0.0 5.583 0.165 0.0 12.73 _ 13.315 -9.46 1.101 R 1.0 4.917 13.150 150.0 O 5.0 6.000 0.0 -9.46 -0.0170 0.0 10.917 -0.186 -3.27 1.101 N 7.0 0.583 12.964 150.0 0.0 7.000 4.764 -12.73 -0.0294 0.0 7.583 -0.223 0.0 -12.73 17.505 3.27 1.101 2R 2.0 14.333 12.964 150.0 O 5.0 7.000 0.0 3.27 0.0024 0.0 21.333 0.051 -2.62 1.101 N 7.0 2.083 13.015 150.0 0.0 7.000 0.0 0.65 0.0001 0.0 9.083 0.001 Vel = 0.88 K Factor = -0.73 Vel = 1.10 Vel = 4.29 K Factor = 3.49 Vel = 3.19 Vel = 4.29 K Factor = -3.04 Vel = 1.10 Vel = 0.22 0.0 1.101 4R 4.0 40.083 13.016 150.0 N 7.0 11.000 0.0 0.65 0.0001 0.0 51.083 0.006 Vel = 0.22 0.0 1.101 N 7.0 2.000 13.022 150.0 0.0 7.000 -0.866 0.65 0.0001 0.0 9.000 0.001 Vel = 0.22 0.0 1.101 R 1.0 4.000 12.157 150.0 O 5.0 6.000 0.866 0.65 0.0002 0.0 10.000 0.002 Vel = 0.22 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 14 to 2 14 15 to 16 16 to 1 D4 to 19 19 to 20 20 to 21 19 D5 to 18 18 to 17 1.0 12.667 13.025 -0.23 1.101 R 150.0 O 5.0 6.000 -0.866 0.42 0.0001 0.0 18.667 0.001 0.0 0.42 12.160 0.23 1.101 R 1.0 13.500 13.025 150.0 N 7.0 8.000 0.0 0.23 0.0 0.0 21.500 0.0 0.0 1.101 R 1.0 12.750 13.025 150.0 N 7.0 8.000 0.0 0.23 0.0 0.0 20.750 0.001 0.0 1.101 R 1.0 4.000 13.026 150.0 0.0 1.000 -0.866 0.23 -0.0002 0.0 5.000 -0.001 0.0 0.23 12.159 13.00 1.101 O 5.0 9.917 6.851 150.0 0.0 5.000 0.0 13.0 0.0307 0.0 14.917 0.458 -0.27 1.101 N 7.0 13.333 7.309 150.0 0.0 7.000 0.0 12.73 0.0295 0.0 20.333 0.599 0.0 1.101 N 7.0 10.000 7.908 150.0 0.0 7.000 9.095 12.73 0.0295 0.0 17.000 0.502 0.0 12.73 17.505 0.27 1.101 R 1.0 2.083 7.309 150.0 0.0 1.000 0.0 0.27 0.0 0.0 3.083 0.0 13.40 1.101 N 7.0 2.000 7.309 150.0 0.0 7.000 0.0 13.67 0.0337 0.0 9.000 0.303 0.0 1.101 R 1.0 13.750 7.612 150.0 2 P 2.0 10.000 4.331 13.67 0.0337 N 7.0 23.750 0.800 17 0.0 1.101 to 150.0 11 13.67 0.0336 11 12.73 1.101 to 150.0 TRA 26.4 0.1138 0.0 26.40 Vel = 0.14 K Factor = 0.12 Vel = 0.08 Vel = 0.08 Vel = 0.08 K Factor = 0.07 Vel = 4.38 Vel = 4.29 Vel = 4.29 K Factor = 3.04 Vel = 0.09 Vel = 4.61 Vel = 4.61 N 7.0 10.000 12.743 0.0 7.000 0.0 0.0 17.000 0.572 Vel = 4.61 N 7.0 2.333 13.315 0.0 7.000 0.0 0.0 9.333 1.062 Vel = 8.90 14.377 K Factor = 6.96 TRA 26.40 1.101 2R 2.0 9.000 14.377 to 150.0 S 9.563 18.562 3.898 BR 26.4 0.1137 N 7.0 27.562 3.135 Vel = 8.90 BR 5.00 1.101 O 5.0 1.000 21.410 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.4 0.1567 0.0 6.000 0.940 Vel = 10.58 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 5.000 22.350 5.828 to 150.0 0.0 5.828 2.166 EL 31.4 0.0255 0.0 10.828 0.276 Vel = 5.02 EL 0.0 1.598 E 5.828 50.000 24.792 to 150.0 0.0 5.828 0.0 M1 31.4 0.0256 0.0 55.828 1.427 Vel = 5.02 M 1 0.0 0.785 to 150.0 M2 31.4 0.8140 M2 0.0 0.995 to 150.0 CM 31.4 0.2567 CM 0.0 7.68 to 150.0 102 31.4 0.0 102 to 101 101 to 100 100 101 to SRC 102 to SRC -25.10 7.68 150.0 6.3 0.0 -3.97 7.68 150.0 2.33 0.0_ 0.0 7.68 150.0 2.33 0.0 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 26.219 10.000 0.814 37.033 0.0 14.333 51.366 0.0 0.012 51.378 0.0 0.002 51.380 0.0 0.0 T 43.857 445.000 51.380 0.0 43.857 3.465 0.0 488.857 0.0 3.98 7.68 T 43.857 485.000 150.0 0.0 43.857 3.98 0.0 0.0 528.857 0.0 3.98 _ 25.10 7.68 T 43.857 130.000 150.0 0.0 43.857 25.1 0.0 0.0 173.857 0.0 25.10 Fixed Loss = 10 Vel = 20.82 Vel = 12.96 Vel = 0.22 Vel = 0.04 Vel = 0.02 Vel = 0.02 54.845 K Factor = 0.31 51.380 3.465 0.0 Vel = 0.03 54.845 K Factor = 0.54 51.378 3.465 0.002 54.845 Vel = 0.17 K Factor = 3.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Riverside County Fire Department Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM ® New ❑ Re -Submittal # ❑ As-builts Fire Protection Planning Palm Desert Office: 77-933 Las Montanas Rd., Ste 201 Palm Desert CA 92211 Phone: (760) 863-8886 - Fax: (760) 863-7072 Permit No. Project Information (Please Print) 6,1.1 U�-90 Pro'e t N TR 36537-1 PGA Estates KAOdP I 1 c ame. I h d d Address: LOT 74/ 80-444 Champions Way/ Plan 3 City & Zip: La Quinta Contact Information CONTACT PERSON: Rachel Horns Mailing Address: 9225 Stellar Court, Suite A City & zip Corona 92883 Phone No.: 951-667-4220 x349 Office Use Only Riverside Coumty Fire offieCd ,..-r, _ marshal \W11kc 9121 0i6. �y (InsC ave rea an understand that Fire Dept. fees are Deposit Based Fees and there may be additional money due prior to or after project final. Sign: Print: Rachel Hornsby Billing Information BILL TO: Mailing Address: City & Zip Fax: 951-667-4216 Phone No.: Email: RACHEL.HORNSBY@RICESERVICESINC.COM Email: ❑ Same as Contact Info Fax: The person listed on "Billing Information" will receive ALL billing, correspondence and refunds for any work billed to this permit. Any changes in billing information must be made in writing to our office. Plan Review Type Check a ro riate items a ❑ Commercial ❑ Industrial 17 Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Story a Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: i,U ILA- 00 Date Paid: Check# Received By Receipt#(OCR) f T OL. Form I — Revised 7/25/2012 Reviewed by: [� Z PC Review Date: /S 0 Approved ❑ Denied Plans Stamped: ItYes ONO Letter Attached: ®Yes ONO Job Card Included: Oyes []No ❑DBF Called for Pick -Up R Date: /I� By: ! Picked- p -, _- Date: �� C By: bae ryl/(� // w Shipped By / Method ❑DBF 614 X 4 = a. (A 5 I0. Do Visit us at www.rvcfire.ora Cervantes, Thomas@CALFIRE Subject: 2. LAQ-I6-RS-033 - PGA WEST/ ESTATES - RES OH ROUGH Location: 80444 CHAMPIONS WAY, LOT 74, LA QUINTA Start: Wed 8/10/2016 10:00 AM End: Wed 8/10/2016 11:00 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Frankie Phone#: HYDRANT SYSTEM Co. Name: Cell#: 951-376-7634 PASS FAIL NP Mechanical CrossSt: FIRF AI ARM PARR G Thrust block pre -pour Rough -wire inspection Underground rou h 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 I Overhead rough piping �C,' UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers Secondary piping Hose racks Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem I Spray booths Function Test Hood/duct extin uishin Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: I Finish Time: 1 Gillespie, James@CALFIRE Subject: 2. LAQ-I6-RS-033 - PGA WEST/ ESTATES - RES SPK FINAL Location: 80444 CHAMPIONS WAY, LOT 74, LA QUINTA Start: Mon 11/21/2016 10:00 AM End: Mon 11/21/2016 11:00 AM Recurrence: (none) Organizer: Gillespie, James@CALFIRE Rep. Name: Phone#: Frankie Co. Name: Cell#: 951-376-7634 NP Mechanical k.ross0t: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Underground rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. I Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER I Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In-racksprinklers I Secondary piping Hose racks Dispensers & shear valves X I 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/hvdrant 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 occupanc Start Time: Finish Time: Start Time: Finish Time: 1 Riverside County Fire Department Fire Protection Planning Section L3 Riverside Office: 2300 Market St, Ste. 150, Riverside, CA 92501 Ph (951) 9554777 Fax (951) 955-4886 Murrieta Office: 39493 Las Alamos Rd., Ste A, Murrieta, CA 92563 Ph (951) 6D0-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montanas 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 3 Permit/Lot #: LAQ-16-RS-033/LOT 74 ,lob Site Address: 80444 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. uthnrtxin Signature For Release J. GILLESPIE Print Name Form C — Revised 7/28/2014 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE COACHELLA DESERT HOT SPRINGS EASTVALE INDIAN WELLS INDIO JURUPA VALLEY LAKE ELSINORE LA QUINTA MENIFEE MORENO VALLEY NORCO PALM DESERT PERRIS RANCHO MIRAGE RUBIDOUx CSD SAN JACINTO TEMECULA WILDOMAR BOARD OF SUPERVISORS: KEVIN JEFFRIES DISTRICT 1 JOHN TAVAGLIONE DISTRICT 2 CHARLES WASHINGTON DISTRICT 3 JOHN BENOIT DISTRICT 4 MARION ASHLEY DISTRICT 5 CAL FIRE - RIVERSInE UNIT t_ lERSIDE 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 #74 LAQ-I6-RS-033 / 80-444 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