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LAQ-16-RS-029 PGA West Haciendas 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 DRIVE CARLSBAD CA 92008 DFONTANA@CALIFOR NIAWESTCOMMUNITIE S.COM CONDITIONS Description: THE SIGNATURE PH 1 HACIENDAS LOT 29 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: FINALED Applied: 4/28/2015 MFA Parcel No: 775220021 Site Address: 80421 PLATINUM WY LA QUINTA,CA 92253 Approved: 5/5/2015 MFA Subdivision: PM 20426 Block: Lot: 29 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 11/28/2016 JFU Valuation: $159,379.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2,423 SF DWELLING 226 SF PORCH 223 SF OUTDOOR LIVING. PLAN TYPE 3CR, LOT 29 [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-029. SEE FIRE FOLDER. FINANCIAL INFORMATION Printed: Wednesday, February 28, 2024 3:51:04 PM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $7.00 $7.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $7.00 $7.00 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for DIF - SINGLE FAMILY DWELLING: $6,894.00 $6,894.00 TEMP POWER SERVICE 101-0000-42403 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ELECTRICAL: $41.09 $41.09 RESIDENTIAL, EA ADDITION 1,000SF 101-0000-42403 0 $24.66 $24.66 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:51:04 PM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RESIDENTIAL, EA ADDITION 1,000SF, PC 101-0000-42600 0 $10.16 $10.16 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA RESIDENTIAL, FIRST 1,000SF, PC 101-0000-42600 0 $47.86 $47.86 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $227.71 $227.71 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for GRADING: $133.43 $133.43 CONDENSER/COMPRES SOR 101-0000-42402 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA CONDENSER/COMPRES SOR PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA EXHAUST HOOD PC 101-0000-42600 0 $4.83 $4.83 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FURNACE 101-0000-42402 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FURNACE PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA VENT FAN 101-0000-42402 0 $72.54 $72.54 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA VENT FAN PC 101-0000-42600 0 $28.98 $28.98 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MECHANICAL: $239.30 $239.30 Printed: Wednesday, February 28, 2024 3:51:04 PM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MULTI-SPECIES RESIDENTIAL: $1,292.00 $1,292.00 NEW CONSTRUCTION PERMIT 101-0000-42400 0 $548.69 $548.69 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for NEW CONSTRUCTION PERMIT: $548.69 $548.69 NEW CONSTRUCTION PLAN CHECK 101-0000-42600 0 $1,124.56 $1,124.56 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for NEW CONSTRUCTION PLAN CHECK: $1,124.56 $1,124.56 BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA BUILDING SEWER PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FIXTURE/TRAP 101-0000-42401 0 $217.62 $217.62 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA FIXTURE/TRAP PC 101-0000-42600 0 $217.62 $217.62 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA GAS SYSTEM, 5+ OUTLETS PC 101-0000-42600 0 $24.17 $24.17 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA ROOF DRAIN 101-0000-42401 0 $24.18 $24.18 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA ROOF DRAIN PC 101-0000-42600 0 $24.18 $24.18 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER HEATER/VENT PC 101-0000-42600 0 $7.25 $7.25 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:51:04 PM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 3/24/2016 3/24/2016 APPROVED UNDERGROUND PLBG JFU 3/24/2016 3/24/2016 APPROVED FOOTINGS JFU 4/4/2016 4/4/2016 APPROVED FLOOR NAIL JFU 6/22/2016 6/22/2016 APPROVED ROOF NAIL JFU 6/30/2016 6/30/2016 APPROVED OKAY TO WRAP JFU 7/22/2016 7/22/2016 APPROVED FRAMING JFU 7/28/2016 7/28/2016 APPROVED ROUGH ELEC JFU 7/28/2016 7/28/2016 DISAPPROVE D -SUB-PANEL FEEDERS MAY NOT BE ALUMINUM UNLESS SIZE 1/0 OR LARGER. - PROVIDE LIGHT AND SWITCH AT ATTIC ACCESS ROUGH MECH JFU 7/28/2016 7/28/2016 APPROVED DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER SYSTEM INST/ALT/REP PC 101-0000-42600 0 $12.09 $12.09 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for PLUMBING FEES: $611.73 $611.73 SMI - RESIDENTIAL 101-0000-20308 0 $20.72 $20.72 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $20.72 $20.72 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/7/15 R5889 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$12,977.67 $12,977.67 Printed: Wednesday, February 28, 2024 3:51:04 PM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 ROUGH PLBG JFU 7/28/2016 7/28/2016 APPROVED INSULATION JFU 8/3/2016 8/3/2016 APPROVED NO JOB CARD ON SITE. ROUGH ELEC JFU 8/3/2016 8/3/2016 APPROVED NO JOB CARD ON SITE. LATH JFU 8/10/2016 8/10/2016 APPROVED DRYWALL NAIL DCL 8/11/2016 8/11/2016 APPROVED GAS LINE/TEST JFU 9/16/2016 9/16/2016 APPROVED TEMP USE OF PERM PWR JFU 9/29/2016 9/29/2016 APPROVED DRIVEWAY APPROACH JPE 11/2/2016 11/2/2016 APPROVED 0900 to 0915Ok To Place concrete for drive approach Weather - clear - breeze to 10mph - temperature 65 to 85 PUBLIC WORKS FINAL JPE 11/23/2016 11/23/2016 APPROVED 0830 to 0900Site is OK to final - all trenches are backfilled - backyard drains are in complete and open - swales are present drain hole is in place for backyard drainage - curb drains are in - landscaping is being completed and site is clean and organized.Weather - Clear - breeze to 2 mph - temperature 51 to 77 FINAL**JFU 11/28/2016 11/28/2016 APPROVED -LABEL SERVICE PANEL COMPLETELY -SMOKE AND CO ALARM MISSING AT TOP OF STAIRWAY -OBTAIN PLANNING DIVISION APPROVAL -SUBMIT HERS VERIFICATION DOCUMENTATION -SUBMIT FIRE DEPARTMENT CLEARANCE ALL CORRECTIONS SATISFIED. INSPECTION RESULT CHANGED TO "APPROVED" AND PERMIT STATUS CHANGED TO "FINALED". HERS REGISTRATION NO: 216-N0043915A- M2000002A-M20A REGISTRATION DATE: 11/21/2016 HERS PROVIDER: CALCERTS, INC. Printed: Wednesday, February 28, 2024 3:51:04 PM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/8/2015 CECILIA PATINO BRES2015-0171 ISSUED PERMIT.pdf BRES2015-0171 ISSUED PERMIT.pdf 0 DOC 7/22/2016 JAKE FUSON STRUCTURAL OBSERVATION REPORT - PHASE 2 HACIENDAS PLANS 2 AND 3 STRUCTURAL OBSERVATION REPORT - PHASE 2 HACIENDAS PLANS 2 AND 3.pdf 1 DOC 11/28/2016 JAKE FUSON FIRE DEPARTMENT RELEASE BRES2015-0171 - FIRE DEPARTMENT RELEASE.pdf 0 DOC 7/18/2016 KOHL HETRICK FIRE - RESIDENTIAL FIRE SPRINKLER - APPROVED LAQ-16-RS-029 - RFSPK PC - APPROVED.docx 0 DOC 3/24/2016 MARY FASANO SIGNATURE FORM CERTS LOTS 29, 30, 38 and 39.pdf SIGNATURE FORM CERTS LOTS 29, 30, 38 and 39.pdf 0 IMAGE 11/2/2016 JIM PETERS drive approach to 80421 Platinum Way.JPG drive approach to 80421 Platinum Way.JPG 0 IMAGE 11/23/2016 JIM PETERS back yard drain.JPG back yard drain.JPG 0 IMAGE 11/23/2016 JIM PETERS southwest corner backyard look north.JPG southwest corner backyard look north.JPG 0 BOND INFORMATION 0 FINAL**BLD 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 ATTACHEMENTS PARENT PROJECTS Printed: Wednesday, February 28, 2024 3:51:04 PM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED IMAGE 11/23/2016 JIM PETERS front of 80421 Platinum.JPG front of 80421 Platinum.JPG 0 IMAGE 11/23/2016 JIM PETERS south east corner backyard look north.JPG south east corner backyard look north.JPG 0 IMAGE 11/23/2016 JIM PETERS west side yard look north.JPG west side yard look north.JPG 0 IMAGE 11/23/2016 JIM PETERS west side yard look south from northwest corner.JPG west side yard look south from northwest corner.JPG 0 IMAGE 11/23/2016 JIM PETERS permit for 8042 Platinum Way .JPG permit for 8042 Platinum Way .JPG 0 IMAGE 11/2/2016 JIM PETERS permit for 80421 Platinum Way.JPG permit for 80421 Platinum Way.JPG 0 IMAGE 11/23/2016 JIM PETERS look southeast side yard.JPG look southeast side yard.JPG 0 Printed: Wednesday, February 28, 2024 3:51:04 PM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0171 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 RI,�ERSIDE COUNTY(PALM DESERT)_ 2, THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4, NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZE MASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 131), 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10. SMOKE DETECTORS TO BE INSTALLED BY OTHERS. 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L_ LISTED AND MANUFACTURED BY RELIABLE. INSTALLED AT 16 FT. MAXIMUM SPACING(SEE TECH. DATA)_ 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC, OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND SECTION 8,2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 14, SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.6, MATERIAL NOTES 1. ALL PIPE TO BE BLAZEMASTER CPVC PIPE AND CONCEALED, 2. HEADS IN RESIDENTIAL AREAS TO BE RELIABLE RFC49 4.9K MODELS AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 3. HEADS IN GARAGE AREA ARE RELIABLE F1 RES 49. AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 4. RISER TO BE 1" BLAZEMASTER CPVC AND CONCEALED IN WALL WITH ACCESS PANEL. 5. ALL PIPE SUPPORTS ARE TO BE PER NFPA #13D, 2013 ED, REQUIREMENTS. HANGERS TO BE PLACED NO MORE THAN 6-0" O.C. 6. ALL MATERIALS ARE: TO BE UL LISTED, ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS. SCOPE OF WORK 1.-' INSTALL NEW FIRE PROTECTION SYSTEM IN NEW HOME. 2. ALL PIPE TO BE NEW AND U.L. LISTED FOR USE IN FIRE PROTECTION SYSTEMS- - NO PENETRATIONS THROUGH RATED WALLS. 4. FITTING CLASS AND TYPE SHALL MEET OR EXCEED NFPA 131) (2013) AND COUNTY, APPROVAL AND LISTED FOR USE IN FIRE PROTECTION. Ceiling Obstruction �D A5(D-8m.)+B (A?(D-0.2m)+Bj where: D s 30in. (0.8 m) Elevation View FIGURE 8.2.5.4.3 Positioning of Sprinkler to Avoid Obstruction Against Walls (Residential Upright and Pendent Spray Sprinklers) FIGURE A.B.2"5.7(a) Example of Shadow Areas(SSUISSP). 8.2.5.7 Shadow Areas: Shadow areas shall be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 (1.4m2) per sprinkler 5171- -- 3/4" thru 2" pipe NIA_ _TE_RIA - Carbon Steel FINISH - Mil Galvanized --� LISTING PATEN - No. 6,fi48,276. UL Listed; EX 4231, EX 2551 t T I I I I FUNCTION - To support horizontal piping - CPVC, Copper or Steel A listed hanger in all 3 mounting position, i.e. side of vertical surface and - bath topside and underside of horizontal surface. A listed retrainer providing vertical Grid Inter restraint in all the above mountingpositions. To prevent upward movement of pipe that supplies ❑ pendent sprinkler below the ceiling.To Sabilize vertical piping by providing horizontal restraint. ALAT)O� jZjy,STj Z��TI01 - Per NFPA 13D. Space by pipe type. I Install on wood, concrete or steel. L_ I I Snap over pipe, then squeeze strap back allowing ipe to slide freely. When # 905 threads are exposed in wood, insall AN backing nut. €0111 FASTENERS - Z6-& 'WOOD' UL Listed per NFPA 13 CPVC pipe -- #905 screw - no pre -drill i Copper pipe 905 screw - no pre -drill I i Steel pipe - 1 4"xl 1 /2" lag screw - no pre---drili �� - Thru 5 8" gypsum board - 1/4"x2" lag screw *931EaAted per NFPA 13 - mm 18 GA CPVC pipe - 1/4" or #14 Tek Screw C--ice Copper pipe - 1/4" or #14 Tek Screw Steel pipe - 1/4" or #14 Tek Screw I I *CONCWRI�Eted minimum load each fastener ThdAggib r- QE&0+2501bs FEATURES 1 1�2" Offset - pipe wall to mounting surface * 3/4 and 1" pipe size made with common center -line * Leg design produces superior strength *Offset ed a eliminates abrasion * AFCON f905 screw listed for wood has 5-16" hex head - included Nominal Pipe Size (in.) r,. 11, 11/1' 1W,2" 2,1A` 3" 31" Steel pipe except threaded NIA 124•0" 12'•0" 15'•0" 15' 0" 15'-0" 1F-0" 15'-0" 15'-0" 151-0" 15'-0" 15'-0" Iightwall Threaded iightwell steel NIA 12'-0" 12'-0" 12'-0" 12'-0" 17-0" 12'-0" NIA NIA NIA NIA NIA pipe Coppertube s'-a' e'-0" iv-0" 10'-0" 12'-0" 12'-0" 12'-0" 15'-V 15'-0" 15'-0" 151-0" 15'-0„ CPVC 5'-$" $'-4" 6' 8" 7'-U" 8`-0" 9'-0" 10'-0" NIA NIA WA NIA NAPolyWyierne (IPS) NIA 3'•2r' � -7" 5'-0" 5'-11' NIA NIA NIA NIA NIA WA NIA Polybutylene (CTS) 2'-1V 3' 4' 3'-11" 4•5" 6-5" NIA NIA NIA WA WA WA NIA Ductile iron pipe WA WA WA NIA NIA 13-0" WA NIA 15-0" WA 15-0" 15.0" 514 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE .e I "P� i . �• R�6iCvE irnt9G f�53Rac era i I 4 L�17.5' a� F aNi3 iEJdI�. aiit+vF1 rkT At1p „� $: � I 5�7 !! F C+i9l L�rEO 70 4' SUR 45 t� i E VC 51i7R}i ORMN P€AE, II F ~► L 1 ' t a421 {.! 9- 7 60 IM1t;+ 4�.67 1 I I T j0 =27.33', AAN I : SAi17 4$ .7 71 ..OFT, PIPE ! =t).5t�xt I per-. I I. • €: T NIMNEY 4B6.57 I I $ y 1 I FPS rr yF 9,6' Al I. 7, FL I. f 1 LOT 38 rs 4 :20: HAQiENDAS 4CR 3 8 PE 489.0 A � FG 48�r3.5D 21 DT , j TO( 0 O� 2' ��i i TW.425:OD 7.1 1N�1 488 -1 l I 7 1 4".00 r : i I TF 4� .� . ".. I I.' 4a�.s01 I7 ' Tr A �! ib4 .7 i.. I � 4 4. I 46.8.72 B r , , 4'_PA [ 48Ei.b t.. p i FG 48 4 St.1 ` E. 6 ]gyp 7'. °;:4 1.��3_�"8, I �l]mi8.., , . �: .�., . k= • AR� Al r l:50 1 FS L-71.25' r x TbG 48a.i 4i 21 S_ Pla+ ❑.5Ct% � i3Z3P.3�� INEf1) S` STEP t 4 .54 _ '3. G. FG. 4 4 488.4 8 r FG 8.7 g : € 487,5C7 I t.4' 1 0=4.3 9 FL CB co > C__G€ C] GIs Eli 37.5 3 I PS 458 6 FG 4h7 3�]10l 9 F - 4$ .7 }_ I 42 13 t fl- 1.2 �"� p.�ti.3 E E3 li I I , k ., o. U 4. r7 374 m s 1 , :.:; ; n I r. ((U y .� n m; I .42' 4875 _p FL -GB; I ry Fs-Cb , I LA32.8' M� I..� 486.95 2 487.1 i i I �e w ,. F5 0 11r2„ PV� 'NV 4i36.15 r�,� 1 44' M !NV 4S6-54 v W; 1" COPPER K I 50' MAX DESIGN CRITERIA N. T. S. CONCEALED RES. PENDENT SPRINKLER X UPRIGHT QUICK RESPONSE SPRINKLER 00 RES. PENDENT SPRINKLER CHANGE IN ELEVATION ARISER LOCATION (PER DETAIL) ( NODE POINT FOR CALCULATION HANGER TIC DETAIL YMBOL LEGEND A� e B SIZE & PIPE TYPE - 314" THRU 3" C.P.V.C. PIPE LISTINGS -- UL LISTED, EX 4231, EX 2551 INSTALLATION - PER NFPA 13D INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, SPACE BY PIPE TYPE FASTENERS- Q in WOOD: Q 314" - 3" CPVC PIPE - #905 SCREW - NO PRE -DRILL in STEEL: 3/4" - 3" CPVC PIPE -114" OR #14 TEK SCREW Nominal Pipe Size (in.) 1Yi' ll" 2" 2,%,. 3" 31r2" 4" 5" 5lig pipe except threaded iightwall WA 12'-0" 112-0" 15-0" 151•0" 15'-0" 151-0" 15'-0" 16,.&. 15'-0" 15'-0" Threaded laghtwall steel WA 12'-0" '17-0" 17-0" 13'-0" 12`-0" 12'-0" NIA NIA NIA NIA NIA pipe Coppertube F-0" W-0" 1tr-0" 1(Y-0" IZ-0" 12'-0" 12'-0" 15'-0" 15'-0" 15'-0" 16-a" IT-0" CPVC F-6" 6-0" 6-6' T-0" 6-0" F-0" 10'-0" NIA NIA NIA WA WA Palybutylens [IPS) WA 3'4' 4-7" 5-0" V-11" NIA NIA NA NIA NIA NIA WA Polybutylene (CTS) 2'-11" 3'-4" 3'-11" 4-0" 5'-S' NIA NIA WA NIA NIA WA NIA Ductile iron pipe N/A NIA WA NIA WA 15'•0" NIA NIA 15'-T NIA 15'-0" 151•0" 5 10 STEEL - COPPER - C. P. V" C. HANGER 10T TO SCALE f �I% Nominal Pipe Size (in.) V vw 1 J, 2 2V 3, 4" 5, 6118 Steal pipe except threaded lightwall WA 12'-0" 12'-0" 15-0" 15'-0" 15'-fl" 15'-0" 15'•0" 15,-0" 15'-0" 15'•0" IV-0" Threaded lightwail steel NIA 12'-0" 17-0" 17.0" 12'•0" 12'-0" 17-0" WA NIA WA WA NIA pipe Copper tube B'-0" 6'-0" 17-0" 10-0" 17-0" 12'-0" 12'-0" 15'•0" 15'-0" 16-0" 15'-0" 15'-0" CPVC 5-9" 6'-0" 5.6" 74" 6.0" a'-0" 10-0" NIA NIA NIA WA NIA Poiybutylone (IPS) VA 3'-9" 4-7" 5'-0" 5'-1 T' WA WA NIA WA NIA WA NIA Polybutylene (CT8) 2'-11" 34' T-11" 4-5" 5'-5" NA WA NIA WA WA NA NIA Ductile iron pipe NIA NIA NIA WA NIA 16-0" NIA NIA 16-0" NIA 15'4" 1V-0" 515 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE PMT ME � ' RFi.4L''E 52 �i MM W.V. VICINITY MAP CPVC TO SYSTEM TR 11' ELEV. r------t3 -- ---� 14" x 14" v 1"iCPVC RISER ACCESS DOOR r �+300 PSI PRESSURE GAUGE MAIN DRAIN VALVE -� f TO DOMESTIC 112" DRAIN TO EXTERIOR REGULATOR SET @ "XX" PSI I BY PLUMBING CONTRACTOR POINT OF CONNECTION RUBBER FACED CHECK VALVE 0 PSI LOSS L------____� FOR FIRE SPRINKLER } CONTRACTOR BR 5 GPM ALLOWANCE 900 INTO BUILDING 1"CPVC - 2' ELEV. X FINISH GRADE 0' ELEV. 11/2" CPVC 3/4" METER 10 PSI LOSS SITE WA TER PLAN N.T.S. STATIC 73 -10% =65.7 PSI RESIDUAL 20 - 10% = 18 PSI FLOW 1500 GPM WA TER FL OW INFO RMA TI ON PER NFPA 13D 2013: NO SPARE SPRINKLERS SHALL BE REQUIRED TO BE PROVIDED SECTION 5.1.1.1 I • TAP INTO WATER 1NAlN 1 Y2'CPVC 1" COPPER K EL METER CITY 40' MAX 50' MAX MAIN -3 ELEV, M 1 M2 I111 rJaf]f YdlPlr55YIOY,RJ lfV 111Yf11 ��r� rrroRw�.Ic xerexerace -3' ELEV. -' ELEV, NOTE: FOOTAG55 TO HE WOR57 CASE 5CENAR10 RISER AND UNDERGROUND DETAIL UNDERGROUND BY OTHERS N.T.S. APPROVAL ItiversIde County Fire Department 7 he'1 a roval of any and specifications does not ppBrmli the viOlUan, deletion, Omission or faulty IristaiLAton Of any requirements of Title 24 or any Local Ordinances. Construction shall remain accessible and exposed for inspection purposes until approved by the Fire Department. Rill APPROVAL STAMP Lis 0%] N 4n Zi ry w -oa9� I P 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 - 951-6674216 ■ The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of NP MECHANICAL, INC. and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. oN c� r CLASSIFICATION ��, C-16 LICENSE NO. 896694 of C� H LU Cn �; < ❑ L': LL LL LI_ W 2 • • w Z U) UJ U) U] � -� [ rl LLJ 03 ¢ 04mrn 00 N r ¢ a �5 {] mU LU rn�'ry y [JJ = m r v O U � W a W ©0 Wo ~ 50 Z F-F- M a Q U) U) � NOTES REVISIONS NO. DATE DESCRIPTION V1 W ❑ 3: Z < '` ' ) rLu - CAI C) Z W L_ O �•y�-`Z LL c ') I W ,J Z J �: < <� < ( _l C CL / ��..V� C) 00 PAGE NAME: GENERAL NOTES DATE 0312512016 DESIGNER M. GARCIA SHEET SIZE 24" X 36" F SHEEr IS LESS THAN W X Z8" IT IS A REDUCED PRINT SCALE RED UrE ACCOR DrNOLr SCALE: 114"=1'-0" JOB NUMBER: F-0000 FP1 MASTER BEDRM SOP T , r OFT, -4J / f CALC AREA 1 H1 I 20 X 20 SPACING 8 10 1 OUTDOOR LIVING 13`-0" CLG• , �AOPT- ��sf MASTER BATH 10'•0" CLG, /'4z OPT. Z. ir,�fJ I OPT. � 1 rr OPT. r OFT. OPT. ALT BATH AT BED 2 SCALE: 1/4 = 1' NOTE: ADD HEAD IN CLOSET SMEAT ROOM '- r t 0X 20 SPACING OININO L \y 20 Fr. I.-- -- I E 'I /'4z OPT. Z. ir,�fJ I OPT. � 1 rr OPT. r OFT. OPT. ALT BATH AT BED 2 SCALE: 1/4 = 1' NOTE: ADD HEAD IN CLOSET SMEAT ROOM '- r t 0X 20 SPACING OININO L \y 20 Fr. I.-- -- I E 'I I �♦ j 3� ' �T ♦ I , I 5-6 I I � ♦ I LLAU. WALK-IN CLO 1 10'-0" CLG. r , i „ © -cm Xfi 20 SI ACING CD 7 W. FT. a� W2 rr � �4 ri" OFT. � f� .':: 'T • rr��C7PI 1 1 E, 0-Ij E I E EE 0-1� EE 3 -0' ,� 2 - 10 -7 GREAT RM I i CALC Alll�& 2 121-0" CLG. I DINING I 10'-0' CLG. OPT. ,# OPT, 4 00 1� � �T I I I I H3 l 10 11 12 1 r,_ r , OP ._ fi `LEI 2- OFT. r1 4 J C ff ZY rj 0-10 CD HEAT 2ONEo� o „_ ... _ .....__.._.— _. OPT. RREN PLAN 3 - FIRST FLOOR r� � 1 PORCH 10'-0' CLG. ENTRY 10'-0" CLG. a- � t 4'-2" LOFT I� SCALE: 1/4" = 11 t T.6.T.c. MASTEle RVIRCOM 2 BALCONY Is r1w mw 94 r409 �sT . I I I I I r 1 g _...._._.� PORTICO BA. 4 BEDRM 2 10-fl' CLG. 14'-0' CLG. _ I I ` EI 2 r_ ---_zr OFT. OPT. ._ .. .... _ �. I !r'� rr AIL i A TO. I, I CART GARAGE 1 a-0" CLG. ' p I I 10-0' CLG. a' 11 8 -3 0 ----- -0" CLG. 0- 3 rr O' T. rr 4'-0 4'-2°- 20 x 20 SPACING =' I '2-6 to 2s xp I _.... ' I 10-5 c♦I Q '` I GARAGE 7'-2" 10'-0• CLG, KITCHEN 6F-a*? 101-0' CLG. HI AT Z01NE I I1 © F �l J � N I k-' I 1' RISER w 40 o� OPEN TO BELOW 21 ,a % �O _.._.. ................._..`4 2-11 1 ` 0 T2 1 4� `4• �ti I I I �J SITTING BALCONY i I '♦ ,r' I 0--4 16 10'-7" I s ✓ ti _ ; 3,`5n fry OPT fr I' � t CALC AREA 3 BA.3 R3'-O- -I I O T. 4 1" III H5 D5 el 5-4 7-9 3-2 ;n 1 LO 7 � TO _MASTER_BEDRM 2 9'-0"CLG_—_...._ PLAN 3 - SECOND FLOOR SCALE: 1/4" = 1' 0 %h HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALL AREA 1 NO. OF SPRINKLERS BASIS OF DESIGN DENSITY: _05 r�P1�vs4.Fr. DESIGNED AREA OF DISCHARGE 1 HEAD CALC.40p Sa-FT. SYSTEM DEMAND AT THE BASH OF RISER 1 GPM DISCHARGE 3D.024 GPM RESIDUAL PRESSURE 99.992 PSI SYSTEM DEMAND AT SOURCE 1 GPM DISCHARGE 25,024 GPM RESIDUAL PRESSURE 55.4113 PSI *SAFTEY FACTOR 10.257 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT. CALL AREA 1 NO. OF SPRINKLERS BASIS OF DESIGN DENSITY: .05 OPMlso.FT. DESIGNED AREA OF DISCHARGE 1 HEAD CALL, 400 S4.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.D24QPM RESIDUAL PRESSURE 29,282 Psl SYSTEM DEMAND AT SOURCE GPM DISCHARGE L 25.024 GPM RESIDUAL PRESSURE 5a.7aa Psi *SAFTEY FACTOR mq. 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 ❑ENSITY: (15 cPMlsa.Fr. DESIGNED AREA OF DISCHARGE 2 HEAD CALL. 258 Sa.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.211 GPM RESIDUAL PRESSURE 23.298 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.211 GPM RESIDUAL PRESSURE 54.545 PSI *SAFTEY FACTOR 11.118 Psi HYD RAU L C SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION ALT. CALL AREA 2 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY:1.05 GPauso.rT. DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 �•�• SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.211 GPM RESIDUAL PRESSURE 22.130 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.211 GPM RESIDUAL PRESSURE 53.376 PS, *SAFTEY FACTOR 12.287 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION LOCATION I CALC AREA 3 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY: os GPuls4_Fr. DESIGNED AREA OF DISCHARGE 2 HEAD CALL. 256 sa.Fr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.206Gp RESIDUAL PRESSURE 24.189 Psl SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.205 GPM RESIDUAL PRESSURE 55.430 PSI *SAFTEY FACTOR 10.233 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA #3D, 2013 EDITION LOCATION ALT. CALL AREA 3 NO. OF SPRINKLERS 2 BASIS OF DESIGN DENSITY. a5 GPiA1S0.FT. DESIGNED AREA OF DISCHARGE 2 HEAD {,AL(`,. 258 S4.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.205 GPM RESIDUAL PRESSURE 23.020 Psl SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.205 GPM RESIDUAL PRESSURE 54.261 Psi *SAFTEY FACTOR 11.402 Psi Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note p 6 1/2" 4.9 RELIABLE RRES49 7/16 FR 175 BB Pa on trap 0 23 1/2" 4.9 RELIABLE RFC49 7/16 FR 165 B2 CC on Drop 29 = Total Number of Heads This Floor ALT. RISER LOCATION SCALE: 1/4" = 1' MECHANICAL LICENSE NO. 890694 • CUSTOM, TRACT, MULTIFAMILY AND COMMERCIAL r DESIGN, ENGINEERING AND INSTALLATION 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 r The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sale property of NP MECHANICAL, INC, and that any use of this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. Q,���,� 1 ON Cps Q CLASSIFICATION C-16 0 LICENSE NO, �p 890694 CA a� Q �} LL LL: LL LL. W W z uy [n W r r (y �? Cr] rn ar d 0- U c C) 00 zu o��_3d a-� 00 � � ❑ w �� ¢000<WC) 0z HI- Cf] < � V d a NOTES REVISIONS NO, DATE DESCRIPTION NOTES: A. ALL HEAD SPACING TO BE 1016', UNLESS OTHERWISE NOTED. B. A 2OX20 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 Cl) W INSULATION ON THE ATTIC SIDE OF THE P1P1NG TO AVOID 0 EXPOSURE OF THE PIPES RATED TEMPERATURE. PER NFPA 13D EDITION EXCLUDING: co W � 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 % FT. PER SPRINKLER d i z 0 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 SQ, _ M FT. AND LESS IU. 0 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, U Z LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE W J —J FOLLOWING CONDITIONS: < J (L 1. THE AREA OF THE SPACE DOES NOT EXCEED 24 SQ. FT. < O 2. THE SHORTEST DIMENSION DEOS NOT EXCEED 3 FT. 3. THE WALLS AND CEILINGS ARE SURFACED WITH � NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8.2.5.1 CLOSETS, IN ALL CLOSETS AND COMPARTMENTS INCLUDING I� THOSE SODDING MECHANICAL EQUIPMENT, THAT ARE NOT LARGER THAN 400 FT' A SINGLE PRINKLER AT THE HIGHEST CEILING SPACE SHALL BE SUFFICIENT WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCES TO WALL. ] 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR COUNG POCKETS THAT MEET THE FOLLOWING CONDITIONS: 1. THE TOTAL VOLUME OF AL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED 100 FT' 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. PAGE NAME: PIPING PLAN DATE 03/2512016 DESIGNER M. GARCIA SHEET SIZE 24" X 36" IF SHEET [BLESS THAN 24" X 3E" IT LS A REDUCED PRINT SCALE REDUCE AGGORDINGLY SCALE: 114"=T-0" x g r JOB NUMBER: F-0000 RrAI P i!R" = ; Zate. Residential Connection Char a Estimate June 28,, 2016 Customer Name: RREF II- CWC LAQ, LLC Phone No. (760) 918-6768 Parcel No. 775-400-026 Geo. 06-07-21-2 Address: 80421 Platinum Way, La Quin.ta LID: 887900 Block No. Lot No. 29 Size of Lot: 6,534 sq. ft. Tract No. 36537-1 Type of Service: R-1: L, Duplex: ❑ Triplex: ❑ Apts: SWSC: $ - Acres: 0.15 SWSC: $13,011.00 /acre WSBFC: $ - SCC: $ 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ _ Meter Size: 1 . 4 inch Meter surcharge: $ - Service Size: inch' Service: $ - Meter & Service: $ - Backflow: $ Other: $ - Sewer Lateral: $ _ Total: $ nician: Ruben Montiel Information Supplied By Customer Domestic Water Demand* Max. Flow--! 24 gpm Min. Pressure--' 37.5 psi Fire Sprinkler Demand* Max. Flow= 31.2 gpm Min. Pressure= 28.75 psi 5 sty., em Type; P1 El Multi Stand Alone * CVWD USES WORST CASE CONDITION Calculations: PZ= Lake Cahuilla Res. # = 6725 _ Res./Ht=_32' HGL= 145' _Property Elev.= -14' Ps=71.4psi 1" Service hL = 23.4 psi 3/4" Meter hL = 15.6 psi The meter sizing is for plan check Po = 36.3 psi Notes: Tract No. 36537-1, Per Wellsite Agreement, no WSBFC. All SWSC paid on PZ 15-6563. Collect only SCC. PZ 16- 6897 Fees Approved by. CVWD System Data Service Connection** Max. Flow*= , Z gprn Inlet Pressure 1= psi Outlet Pressure= ��, ?j psi Meter Size =' ?5 inch Service Size= ` inch 1 Prior to Pressure Regulating Valve ** For Calculation Pur oses- Service Connection Includes: Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve oses only. The ultimate responsi �Q?�orr7ssio AC w C 79673 m a � LPry OF CALIF oved by: Jesse Aguilar Date: 7-11-16 y resides with the Engineer -of -Record for the project. *********This is just a QUOTE, all fees are subject to Change********* (Rev. 9/15) MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building -PLAN 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 Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 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 Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.02 Psi Required 29.282 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A DaLe of TesL - 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 Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: C1 -Static Pressure 65.7 D1 - Elevation 7.796 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 54.708 Hose ( Demand) .5 D3 - System Demand : 25.024 Safety Margin 10.967 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 uc E 50 D3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Fitting Legend Abbrev. Name 1/2 3/4 1 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 - ST ARD NP Mechanical Inc. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No Actual Actual Reg. H1 11.0 4.9 16.7 na 20,02 0.05 400 16.7 H2 12.0 18.96 na H3 12.0 19.15 na H4 20.0 16.78 na H5 20.0 16.9 na D1 12.0 16.81 na 1 12.0 17.72 na 2 11.0 18.7 na 3 11.0 19.14 na 4 11.0 19.87 na 6 11.0 19.26 na 7 13.0 18.48 na D2 13.0 18.53 na 8 13.0 18.53 na 9 13.0 18.71 na D3 13.0 18.72 na 10 13.0 18.94 na 11 11.0 19.89 na 12 11.0 19.93 na 13 11.0 20.21 na 14 21.0 16.21 na 15 21.0 16.34 na D5 21.0 16.46 na 16 21.0 16.46 na 17 21.0 16.88 na 19 21.0 16.88 na 21 21.0 16.35 na D4 21.0 16.35 na 22 21.0 16.13 na 18 21.0 17.11 na 24 11.0 21.77 na 20 21.0 17.03 na 23 11.0 21.63 na 25 11.0 21.85 na 26 11.0 22.61 na TRA 11.0 23.98 na BR 2.0 29.28 na 5.0 X 2.0 29.9 na EL -3.0 32.25 na M1 -3.0 33.02 na M2 -3.0 43.55 na CM -3.0 52.97 na 101 -3.0 52.97 na 100 -3.0 52.98 na 102 -3.0 52.98 na SRC -7.0 54.71 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 Inc. Page 5 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'"*"' Notes "" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 20.02 1.101 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D1 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 0.0 20.02 16.812 K Factor = 4.88 �., nc v.v , , , C ni 1 V 7 n A 1 nnn ��� 18.962 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 18.529 K Factor = 0 H3 0.0 1.101 O 5.0 1.000 19.154 to 150.0 0.0 5.000 -0.433 D3 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 18.721 K Factor = 0 _ H4 0.0 1.101 O 5.0 1.000 16.780 to 150.0 0.0 5.000 -0.433 _D4 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 16.347 K Factor = 0 H5 0.0 1.101 N 7.0 0.0 16.895 to 150.0 0.0 8.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 16.462 K Factor = 0 _ D 1 20.02 1.101 N 7.0 6.333 16.812 to 150.0 0.0 7.000 0.0 20.02 0.0683 0.0 13.333 0.910 Vel = 6.75 _1 1 0.0 1.101 N 7.0 1.000 17.722 to 150.0 0.0 7.000 0.433 2 20.02 0.0681 0.0 8.000 0.545 Vel = 6.75 2 0.0 1.101 R 1.0 5.500 18.700 to 150.0 0.0 1.000 0.0 3 20.02 0.0683 0.0 6.500 0.444 Vel = 6.75 3 -6.87 1.101 4R 4.0 19.083 19.144 to 150.0 0.0 4.000 0.0 4 13.15 0.0313 0.0 23.083 0.723 Vel = 4.43 4 -3.31 1.101 R 1.0 7.250 19.867 to 150.0 N 7.0 8.000 4.764 5 9.84 0.0183 0.0 15.250 0.279 Vel = 3.32 0.0 9.84 24.910 3 6.87 1.101 R 1.0 4.333 19.144 to 150.0 N 7.0 8.000 0.0 6 6.87 0.0094 0.0 12.333 0.116 6 0.0 1.101 N 7.0 2.000 19.260 to 150.0 0.0 7.000 -0.866 7 6.87 0.0093 0.0 9.000 0.084 K Factor = 1.97 Vel = 2.32 Vel = 2.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 to 8 D2 to 8 8 D3 D3 to 10 10 to 11 0.0 1.101 R 1.0 4.333 18.478 150.0 0.0 1.000 0.0 6.87 0.0096 0.0 5.333 0.051 0.0 6.87 18.529 0.0 1.101 O 5.0 0.500 18.529 150.0 0.0 5.000 0.0 0.0 0.0 0.0 5.500 0.0 6.87 1.101 N 7.0 11.833 18.529 150.0 0.0 7.000 0.0 6.87 0.0094 0.0 18.833 0.177 0.0 1.101 R 1.0 0.500 18.706 150.0 0.0 1.000 0.0 6.87 0.0100 0.0 1.500 0.015 0.0 1.101 R 1.0 14.750 18.721 150.0 N 7.0 8.000 0.0 6.87 0.0094 0.0 22.750 0.214 0.0 1.101 N 7.0 2.000 18.935 150.0 0.0 7.000 0.866 6.87 0.0094 0.0 9.000 0.085 11 0.0 1.101 R 1.0 3.833 19.886 to 150.0 0.0 1.000 0.0 12 6.87 0.0095 0.0 4.833 0.046 12 -10.19 1.101 R 1.0 20.500 19.932 to 150.0 O 5.0 6.000 0.0 4 -3.32 -0.0025 0.0 26.500 -0.065 0.0 -3.32 19.867 12 10.19 1.101 N 7.0 7.333 19.932 to 150.0 0.0 7.000 0.0 13 10.19 0.0195 0.0 14.333 0.280 13 0.0 1.101 N 7.0 10.000 20.212 to 150.0 0.0 7.000 -4.331 14 10.19 0.0195 0.0 17.000 0.332 14 0.0 1.101 R 1.0 5.333 16.213 to 150.0 0.0 1.000 0.0 15 10.19 0.0196 0.0 6.333 0.124 16 D5 to 16 16 to 17 -1.57 1.101 R 1.0 7.750 16.337 150.0 0.0 1.000 0.0 8.62 0.0143 0.0 8.750 0.125 0.0 8.62 16.462 0.0 1.101 O 5.0 1.417 16.462 150.0 0.0 5.000 0.0 0.0 0.0 0.0 6.417 0.0 8.62 1.101 N 7.0 20.417 16.462 150.0 2R 2.0 9.000 0.0 8.62 0.0143 0.0 29.417 0.422 Vel = 2.32 K Factor = 1.60 Vel = 0 Vel = 2.32 Vel = 2.32 Vel = 2.32 Vel = 2.32 Vel = 2.32 Vel = 1.12 K Factor = -0.74 Vel = 3.43 Vel = 3.43 Vel = 3.43 Vel = 2.90 K Factor = 2.12 Vel = 0 Vel = 2.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 2.32 1.101 to 150.0 18 10.94 0.0223 17 to 19 19 to 20 LU 21 21 to D4 D4 to 15 21 to 22 22 to 5 18 LU 25 20 to 23 23 to 25 LU 26 1 V ..7`t -2.32 1.101 150.0 -2.32 -0.0013 11.40 1.101 150.0 9.08 0.0158 0.0 9.08 -11.40 1.101 150.0 -11.4 -0.0240 9.84 1.101 150.0 -1.56 -0.0006 0.0 1.101 150.0 -1.56-0.0006 0.0 -1.56 N 7.0 3.000 16.884 0.0 7.000 0.0 0.0 10.000 0.223 17.107 O 5.0 1.250 16.884 0.0 5.000 0.0 0.0 6.250 -0.008 N 7.0 3.000 16.876 0.0 7.000 0.0 0.0 10.000 0.158 17.034 3R 3.0 11.750 16.876 O 5.0 10.000 0.0 2P 2.0 21.750 -0.523 R 1.0 8.917 16.353 0.0 1.000 0.0 0.0 9.917 -0.006 R 1.0 11.583 16.347 0 5.0 6.000 0.0 0.0 17.583 -0.010 16.337 Vel = 3.69 K Factor = 2.65 Vel = 0.78 Vel = 3.06 K Factor = 2.20 Vel = 3.84 Vel = 0.53 Vel = 0.53 K Factor = -0.39 -9.84 1.101 N 7.0 5.417 16.353 150.0 0.0 7.000 0.0 -9.84 -0.0183 0.0 12.417 -0.227 Vel = 3.32 0.0 1.101 N 7.0 10.000 16.126 150.0 0.0 7.000 9.095 -9.84 -0.0183 0.0 17.000 -0.311 Vel = 3.32 0.0 -9.84 24.910 K Factor = -1.97 10.94 1.101 0 5.0 10.000 17.107 150.0 0.0 5.000 4.331 10.94 0.0223 0.0 15.000 0.335 Vel = 3.69 0.0 1.101 R 1.0 2.500 21.773 150.0 0.0 1.000 0.0 10.94 0.0223 0.0 3.500 0.078 Vel = 3.69 0.0 10.94 21.851 K Factor = 2.34 9.08 1.101 N 7.0 10.000 17.034 150.0 0.0 7.000 4.331 9.08 0.0158 0.0 17.000 0.269 Vel = 3.06 0.0 1.101 20 10.0 3.750 21.634 150.0 0.0 10.000 0.0 9.08 0.0158 0.0 13.750 0.217 Vel = 3.06 10.94 1.101 0 5.0 6.167 21.851 150.0 0.0 5.000 0.0 20.02 0.0681 0.0 11.167 0.761 Vel = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-WilliaMs NP Mechanical Inc. Page 8 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""`"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to TRA TRA to BR .1 N to EL EL to M1 M1 to M2 M2 to CM CM to to 100 100 to 102 101 to 102 102 to SRC 0.0 1.101 150.0 20.02 0.0682 0.0 20.02 20.02 1.101 150.0 20.02 0.0682 &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 0.5360 0.0 0.995 i qn n 150.0 25.02 0.0 -15.76 7.68 150.0 9.26 0.0 0.0 7.68 150.0 9.26 0.0 9.26 _ 15.77 7.68 150.0 15.77 0.0 9.25 7.68 150.0 25.02 0.0 0.0 25.02 R 1.0 12.083 N 7.0 8.000 0.0 20.083 2R 9.000 2.0 S 9.563 11.562 0.0 20.562 O 5.0 1.000 0.0 5.000 0.0 6.000 E 5.828 5.000 0.0 5.828 0.0 10.828 E 5.828 40.000 0.0 5.828 0.0 45.828 0.0 1.000 0.0 0.0 0.0 1.000 T 5.841 50.000 0.0 5.841 0.0 55.841 F 11.278 690.000 T 43.857 55.135 0.0 745.135 F 11.278 880.000 T 43.857 55.135 0.0 935.135 2F 22.555 445.000 T 43.857 66.412 0.0 511.412 F 11.278 485.000 T 43.857 55.135 0.0 540.135 0.0 10.000 0.0 0.0 0.0 10.000 0.0 1.370 23.982 23.982 3.898 1.402 29.282 0.0 0.618 29.900 2.166 0.181 32.247 nn 10.000 0.536 43.552 0.0 9.416 52.968 0.0 0.006 52.974 0.0 0.001 52.975 0.0 0.001 52.976 52.974 0.0 0.002 52.976 1.732 0.0 54.708 Vel = 6.75 K Factor = 4.09 Vel = 6.75 Qa=5 Vel = 8.43 Vel = 4.00 Vel = 4.00 Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.06 Vel = 0.06 K Factor = 1.27 Vel = 0.11 Vel = 0.17 K Factor = 3.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 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 Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - ALT. CALC AREA 2 Building - PLAN 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: ( ) 1 (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 26.21 Psi 'Required 22.130 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: C1 - Static Pressure 65.7 D1 - Elevation 8.229 C2 - Residual Pressure: 18 D2 - System Flow 26.211 C2 - Residual Flow 1500 D2 - System Pressure 53.376 Hose ( Demand) : 5 D3 - System Demand : 31.211 Safety Margin 12.287 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 -- R 60 U2 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 Inc. Page 3 HACIENDAS Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 NCPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0- CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 - STAUDARD NP Mechanical Inc. HACIENDAS Node Elevation K-Fact Pt No. Actual H 1 11.0 8.6 H2 12.0 4.9 7.04 H3 12.0 4.9 7,27 H4 20.0 6.59 H5 20.0 6.78 D1 12.0 8.16 1 12.0 8.16 2 11.0 8.6 3 11.0 8.6 4 11.0 9.21 6 11.0 8.27 7 13.0 7.16 D2 13.0 6.85 8 13.0 7.02 9 13.0 7.02 D3 13.0 7.02 10 13.0 7.84 11 11.0 9.03 12 11.0 9.21 13 11.0 9.69 14 21.0 5.92 15 21.0 6.14 D5 21.0 6.34 16 21.0 6.34 17 21.0 7.04 19 21.0 7.03 21 21.0 6.17 D4 21.0 6.16 22 21.0 5.81 18 21.0 7.41 24 11.0 12.29 20 21.0 7.29 23 11.0 12.06 25 11.0 12.42 26 11.0 13.67 TRA 11.0 15.92 BR 2.0 22.13 X 2.0 23.06 EL -3.0 25.5 M 1 -3.0 26.66 M2 -3.0 37.46 CM -3.0 51.63 101 -3.0 51.64 100 -3.0 51.64 102 -3.0 51.64 SRC -7.0 53.38 Pn Flow Density Actual 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 na na 13.0 13.21 5.0 The maximum velocity is 20.69 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 Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""' *** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 0.0 1.101 to 150.0 D1 0.0 -0.0001 0.0 0.0 H2 13.00 1.101 to 150.0 D2 13.0 0.0306 0.0 13.00 H3 13.21 1.101 to 150.0 D3 13.21 0.0317 0.0 13.21 H4 0.0 1.101 to 150.0 D4 0.0 0.0 0.0 0.0 H5 0.0 1.101 to 150.0 D5 0.0 0.0 0.0 0.0 D1 0.0 1.101 to 150.0 1 0.0 0.0 1 0.0 1.101 to 150.0 2 0.0 0.0001 2 0.0 1.101 to 150.0 3 0.0 0.0 3 12.04 1.101 to 150.0 4 12.04 0.0266 4 0.55 1.101 to 150.0 5 12.59 0.0289 0.0 12.59 3 -12.04 1.101 to 150.0 6 -12.04 -0.0267 6 0.0 1.101 to 150.0 7 -12.04 -0.0266 N 7.0 1.000 8.596 0.0 7.000 -0.433 0.0 8.000 -0.001 0.0 8.000 0.245 6.851 O 5.0 1.000 7.268 0.0 5.000 -0.433 0.0 6.000 0.190 7.025 O 5.0 1.000 6.590 0.0 5.000 -0.433 0.0 6.000 0.0 6.157 N 7.0 0.0 6.776 0.0 8.000 -0 483 0.0 8.000 0.0 6.343 N 7.0 6.333 8.162 0.0 7.000 0.0 0.0 13.333 0.0 N 7.0 1.000 8.162 0.0 7.000 0.433 _ 0.0 8.000 0.001 R 1.0 5.500 8.596 0.0 1.000 0.0 0.0 6.500 0.0 4R 4.0 19.083 8.596 0.0 4.000 0.0 0.0 23.083 0.614 R 1.0 7.250 9.210 N 7.0 8.000 4.764 0.0 15.250 0.440 14.414 R 1.0 4.333 8.596 N 7.0 8.000 0.0 0.0 12.333 -0.329 N 7.0 2.000 8.267 0.0 7.000 -0.866 0.0 9.000 -0.239 Vel =0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.45 K Factor = 4.98 Vel = 0 K Factor = 0 Vel = 0 Vet = 0 Vel = 0 Vel = 4.06 Vel = 4.24 K Factor = 3.32 Vel = 4.06 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willies NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv • `""'' ` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 1.0 4.333 7.162 R to 150.0 0.0 1.000 0.0 8 -12.04 -0.0266 0.0 5.333 -0.142 Vel = 4.06 0.0 -12.04 7.020 K Factor = -4.54 D2 13.00 1.101 O 5:0 0.500 6.851 to 150.0 0.0 5.000 0.0 8 13.0 0.0307 0.0 5.500 0.169 Vel = 4.38 8 -12.04 1.101 N 7.0 11.833 7.020 to 150.0 0.0 7.000 0.0 9 0.96 0.0003 0:0 18.833 0.005 Vel = 0.32 9 to D3 D3 to 10 10 to 11 11 to 12 12 to 4 12 to 13 13 to 14 14 to 15 15 to 16 D5 to 16 16 to 17 0.0 1.101 R 1.0 0.500 150.0 0.0 1.000 0.96 0.0 0.0 1.500 13.21 1.101 R 1.0 14.750 150.0 N 7.0 8.000 14.17 0.0360 0.0 22.750 0.0 1.101 N 7.0 2.000 150.0 0.0 7.000 14.17 0.0360 0.0 9.000 0.0 1.101 R 1.0 3.833 150.0 0.0 1.000 14.17 0.0360 0.0 4.833 -13.62 1.101 R 1.0 20.500 150.0 O 5.0 6.000 0.55 0.0001 0.0 26.500 7.025 0.0 0.0 7.025 0.0 0.818 Vel = 0.32 Vel = 4.78 7.843 0.866 0.324 Vel = 4.78 9.033 0.0 0.174 Vel = 4.78 9.207 0.0 0.003 Vel = 0.19 0.0 0.55 9.210 13.62 1.101 N 7.0 7.333 150.0 0.0 7.000 13.62 0.0334 0.0 14.333 0.0 1.101 N 7.0 10.000 150.0 0.0 7.000 13.62 0.0335 0.0 17.000 0.0 1.101 R 1.0 5.333 150.0 0.0 1.000 13.62 0.0333 0.0 6.333 9.207 0.0 0.479 9.686 -4.331 0.569 5.924 0.0 0.211 -2.31 1.101 R 1.0 7.750 6.135 150.0 0.0 1.000 0.0 11.31 0.0238 0.0 8.750 0.208 0.0 11.31 0.0 1.101 150.0 0.0 0.0 11.31 1.101 150.0 11.31 0.0237 O 5.0 1.417 0.0 5.000 0.0 6.417 N 7.0 20.417 2R 2.0 9.000 0.0 29.417 K Factor = 0.18 Vel = 4.59 Vel = 4.59 Vel = 4.59 Vel = 3.81 6.343 K Factor = 4.49 6.343 0.0 0.0 6.343 0.0 0.698 Vel = 0 Vel = 3.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -William,, NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ''' "'" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 3.02 1.101 N 7.0 3.000 7.041 to 150.0 0.0 7.000 0.0 18 14.33 0.0367 0.0 10.000 0.367 Vel = 4.83 0.0 14.33 7.408 K Factor = 5.26 17 -3.01 1.101 O 5.0 1.250v 7.041 to 150.0 0.0 5.000 0.0 19 -3.01 -0.0021 0.0 6.250 -0.013 Vel = 1.01 19 14.90 1.101 N 7.0 3.000 7.028 to 150.0 0.0 7.000 0.0 20 11.89 0.0260 0.0 10.000 0.260 Vel = 4.01 _ 0.0 11.89 7.288 K Factor = 4.40 19 -14.90 1.101 3R 3.0 11.750 7.028 to 150.0 0 5.0 10.000 0.0 21 -14.9 -0.0394 2P 2.0 21.750 -0.858 Vel = 5.02 21 12.59 1.101 R 1.0 8.917 6.170 to 150.0 0.0 1.000 0.0 D4 -2.31 -0.0013 0.0 9.917 -0.013 Vel = 0.78 D4 0.0 1.101 R 1.0 11.583 6.157 to 150.0 0 5.0 6.000 0.0 15 -2.31 -0.0013 0.0 17.583 -0.022 Vel = 0.78 21 to 22 22 to 5 18 to 24 24 to 20 to 23 23 to 25 25 to 26 0.0 -2.31 -12.59 1.101 150.0 -12.59 -0.0289 0.0 1.101 150.0 -12.59 -0.0289 0.0 -12.59 14.33 1.101 150.0 14.33 0.0367 0.0 1.101 150.0 14.33 _ 0.0369 0.0 14.33 11.89 1.101 150.0 11.89 0.0259 0.0 1.101 150.0 11.89 0.0260 14.32 1.101 150.0 26.21 0.1122 N 7.0 5.417 0.0 7.000 0.0 12.417 N 7.0 10.000 0.0 7.000 0.0 17.000 0 5.0 0.0 0.0 R 1.0 nn 10.000 5.000 15.000 2.500 1.000 3.500 N 7.0 10.000 0.0 7.000 0.0 17.000 20 10.0 3.750 0.0 10.000 0.0 13.750 0 5.0 6.167 0.0 5.000 0.0 11.167 6.135 6.170 0.0 -0.359 5.811 9.095 -0.492 14.414 7.408 4.331 0.550 12.289 0.0 0.129 12.418 7.288 4.331 0.441 12.060 0.0 0.358 12.418 0.0 1.253 K Factor = -0.93 Vel = 4.24 Vel = 4.24 K Factor = -3.32 Vel = 4.83 Vel = 4.83 K Factor = 4.07 Vel = 4.01 Vel = 4.01 Vel = 8.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS 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 26 to TRA TRA to BR _ BR to X 0.0 26.21 0.0 26.21 26.21 26.21 5.00 31.21 1.101 150.0 0.1122 1.101 150.0 0.1122 1.101 150.0 0.1548 X 0.0 1.598 to 150.0 EL 31.21 0.0252 EL 0.0 1.598 to 150.0 M 1 31.21 0.0253 M 1 0.0 0.785 to 150.0 M2 31.21 0.8050 M2 0.0 0.995 to 150.0 CM 31.21 0.2538 CM 0.0 7.68 to 150.0 101 31.21 0.0 101 -19.66 7.68 to 150.0 100 11.55 0.0 100 0.0 7.68 to 150.0 102 11.55 0.0 0.0 11.55 101 19.66 7.68 to 150.0 102 19.66 0.0 102 11.55 7.68 to 150.0 SRC 31.21 0.0001 0.0 31.21 R 1.0 12.083 13.671 N 7.0 8.000 0.0 0.0 20.083 2.253 15.924 2R 2.0 9.000 15.924 S 9.563 11.562 3.898 0.0 20.562 2.308 O 5.0 1.000 22.130 0.0 5.000 0.0 0.0 6.000 0.929 E 5.828 5.000 23.059 0.0 5.828 2.166 0.0 10.828 0.273 E 5.828 40.000 25.498 0.0 5.828 0.0 0.0 45.828 1.158 0.0 1.000 26.656 0.0 0.0 10.000 0.0 1.000 0.805 T 5.841 50.000 37.461 0.0 5.841 0.0 0.0 55.841 14.171 F 11.278 690.000 51.632 T 43.857 55.135 0.0 0.0 745.135 0.009 F 11.278 880.000 51.641 T 43.857 55.135 0.0 0.0 935.135 0.001 2F 22.555 445.000 51.642 T 43.857 66.412 0.0 0.0 511.412 0.001 51.643 F 11.278 485.000 51.641 T 43.857 55.135 0.0 0.0 540.135 0.002 0.0 10.000 51.643 0.0 0.0 1.732 0.0 10.000 0.001 Vel = 8.83 K Factor = 6.57 Vel = 8.83 Qa=5 Vel = 10.52 Vel = 4.99 Vel = 4.99 * * Fixed Loss = 10 Vel = 20.69 Vel = 12.88 Vel = 0.22 Vel = 0.08 Vel = 0.08 K Factor = 1.61 Vel = 0.14 Vel = 0.22 53.376 K Factor = 4.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 3 Location ALT. CALC AREA 3 System Contract Data File ALT. PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date 03/28/16 Location - ALT. 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: ( )1 (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 26.21 Psi HeuDi.red 1-3.020 AT BR Summary IC -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 Inc. HACIENDAS Page 2 Date 02/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 11.694 C2 - Residual Pressure: 18 D2 - System Flow : 26.205 C2 - Residual Flow 1500 D2 - System Pressure 54.261 Hose ( Demand) : 5 D3 - System Demand : 31.205 Safety Margin 11.402 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 " R 60 D2 E 50 Q3 40 30 C2 2 0 10 vi 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 11 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. Page 3 HACIENDAS 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 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 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 - STDARD �..� NP Mechanical Inc. HACIENDAS Node Elevation K-Fact No. H1 11.0 H2 12.0 H3 12.0 H4 20.0 4.9 H5 20.0 4.9 D 1 12.0 1 12.0 2 11.0 3 11.0 4 11.0 6 11.0 7 13.0 D2 13.0 8 13.0 9 13.0 D3 13.0 10 13.0 11 11.0 12 11.0 13 11.0 14 21.0 15 21.0 D5 21.0 16 21.0 17 21.0 19 21.0 21 21.0 D4 21.0 22 21.0 18 21.0 24 11.0 20 21.0 23 11.0 25 11.0 26 11.0 TRA 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 CM -3.0 101 -3.0 100 -3.0 102 -3.0 SRC -7.0 Page 4 Date 03/28/16 Pt Pn Flow Density Area Press Actual Actual Req. 11.47 na 11.03 na 11.02 na 7.26 na 13.21 0.05 256 7.04 na 13.0 0.05 256 11.03 na 11.03 na 11.47 na 11.47 na 11.47 na 11.46 na 10.6 na 10.6 na 10.6 na 10.59 na 10.59 na 10.59 na 11.45 na 11.45 na 11.42 na 7.06 na 7.05 na 6.85 na 7.05 na 7.93 na 7.93 na 7.22 na 7.02 na 7.2 na 8.3 na 13.18 na 8.18 na 12.96 na 13.31 na 14.56 na 16.82 na 23.02 na 5.0 23.95 na 26.39 na 27.55 na 38.35 na 52.52 na 52.53 na 52.53 na 52.53 na 54.26 na The maximum velocity is 20.69 and it occurs in the pipe between nodes M1 and M2 7.0 7.039 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williarm-, NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 0.0 0.0 1.101 150.0 -0.0001 0.0 0.0 H2 0.0 1.101 to 150.0 D2 0.0 0.0 0.0 _ 0.0 H3 0.0 1.101 to 150.0 _D3 0.0 0.0 0.0 0.0 H4 13.21 1.101 to 150.0 D4 13.21 0.0315 0.0 13.21 H5 Qk3?001.101 to 150.0 D5 13.0 0.0306 0.0 13.00 D1 0.0 1.101 to 150.0 1 0.0 0.0 1 0.0 1.101 to 150.0 2 0.0 0.0001 2 0.0 1.101 to 150.0 3 0.0 0.0 3 0.91 1.101 to 150.0 4 0.91 0.0002 4 1.94 1.101 to 150.0 5 2.85 0.0018 0.0 2.85 3 -0.91 1.101 to 150.0 6 -0.91 -0.0002 6 0.0 1.101 to 150.0 7 -0.91 -0.0003 N 7.0 1.000 11.468 0.0 7.000 -0.433 0.0 8.000 -0.001 11.034 N 7.0 1.000 11.028 0.0 7.000 -0.433 0.0 8.000 0.0 10.595 O 5.0 1.000 11.024 0.0 5.000 -0.433 0.0 6.000 0.0 O 5.0 1.000 7.263 0.0 5.000 -0.433 0.0 6.000 0.189 7.019 N 7.0 0.0 t7.039 n.n g nnn -0.433 0.0 8.000 0.245 6.851 N 7.0 6.333 11.034 0.0 7.000 0.0 0.0 13.333 0.0- N 7.0 1.000 11.034 0.0 7.000 0.433 0.0 8.000 0.001 R 1.0 5.500 11.468 0.0 1.000 0.0 0.0 6.500 0.0 4R 4.0 19.083 11.468 0.0 4.000 0.0 0.0 23.083 0.005 R 1.0 7.250 11.473 N 7.0 8.000 4.764 0.0 15.250 0.028 16.265 R 1.0 4.333 11.468 N 7.0 8.000 0.0 0.0 12.333 -0.003 N 7.0 2.000 11.465 0.0 7.000 -0.866 0.0 9.000 -0.003 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.45 K Factor = 4.99 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 Vel = 0 Vel = 0 Vel = 0 Vel = 0.31 Vel = 0.96 K Factor = 0.71 Vel = 0.31 Vel = 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willi pffl�s NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 0.0 1.101 R 1.0 4.333 10.596 to 150.0 0.0 1.000 0.0 8 -0.91 -0.0002 0.0 5.333 -0.001 0.0 -0.91 10.595 D2 0.0 1.101 O 5.0 0.500 10.595 to 150.0 0.0 5.000 0.0 8 0.0 0.0 0.0 5.500 0.0 8 -0.91 1.101 N 7.0 11.833 10.595 to 150.0 0.0 7.000 0.0 9 -0.91 -0.0002 0.0 18.833 -0.004 D3 -0.91 0.0 0.0 1.500 0.0 D3 0.0 1.101 R 1.0 14.750 10.591 to 150.0 N 7.0 8.000 0.0 10 -0.91 -0.0002 0.0 22.750 -0.005 10 0.0 1.101 N 7.0 2.000 10.586 to 150.0 0.0 7.000 0.866 11 -0.91 -0.0002 0.0 9.000 -0.002 11 0.0 1.101 R 1.0 3.833 11.450 to 150.0 0.0 1.000 0.0 12 -0.91 -0.0002 0.0 4.833 -0.001 Vel = 0.31 K Factor = -0.28 Vel = 0 Vel = 0.31 Vel = 0.31 Vel = 0.31 Vel = 0.31 Vel = 0.31 4 1.94 0.0009 0.0 26.500 0.024 Vel = 0.65 0.0 1.94 11.473 K Factor = 0.57 12 -2.85 1.101 N 7.0 7.333 11.449 to 150.0 0.0 7.000 0.0 13 -2.85 -0.0019 0.0 14.333 -0.027 Vel = 0.96 13 0.0 1.101 N 7.0 10.000 11.422 to 150.0 0.0 7.000 -4.331 14 -2.85 -0.0018 0.0 17.000 -0.031 Vel = 0.96 14 0.0 1.101 R 1.0 5.333 7.060 _ to 150.0 0.0 1.000 0.0 15 -2.85 -0.0019 0.0 6.333 -0.012 Vel = 0.96 15 2.69 1.101 R 1.0 7.750 7.048 to 150.0 0.0 1.000 0.0 16 -0.16 0.0 0.0 8.750 0.0 Vel = 0.05 0.0 _ -0.16 7.048 K Factor = -0.06 D5 13.00 1.101 O 5.0 1.417 6.851 to 150.0 0.0 5.000 0.0 16 13.0 0.0307 0.0 6.417 0.197 Vel = 4.38 16 -0.16 1.101 N 7.0 20.417 7.048 to 150.0 2R 2.0 9.000 0.0 17 12.84 0.0300 0.0 29.417 0.882 Vel = 4.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -William-, NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn N 7.0 3.000 7.930 1.51 1.101 17 to 150.0 0.0 7.000 0.0 18 14.35 0.0368 0.0 10.000 0.368 Vel = 4.84 0.0 14.35 8.298 K Factor = 4.98 17 -1.51 1.1011 0 5.0 1.250 7.930 to 150.0 0.0 5.000 0.0 19 -1.51 -0.0006 0.0 6.250 -0.004 Vel = 0.51 19 13.36 1.101 N 7.0 3.000 7.926 to 150.0 0.0 7.000 0.0 9n 11.85 0.0259 0.0 10.000 0.259 Vel = 3.99 19 to 21 21 to D4 D4 to i5 21 to 22 22 to 5 18 to 24 24 to 25 0.0 11.85 -13.36 1.101 3R 3.0 150.0 0 5.0 -13.36 -0.0323 2P 2.0 2.84 1.101 R 1.0 150.0 0.0 -10.52 -0.0207 0.0 13.21 1.101 R 1.0 150.0 0 5.0 2.69 0.0016 n n 0.0 2.69 -2.85 1.101 150.0 -2.85-0.0019 0.0 1.101 150.0 -2.85-0.0018 0.0 -2.85 14.35 1.101 150.0 14.35 0.0369 0.0 1.101 150.0 14.35 0.0366 0.0 14.35 20 11.85 1.101 to 150.0 23 11.85 0.0258 23 0.0 1.101 to 150.0 25 11.85 0.0258 25 14.36 1.101 to 150.0 26 26.21 0.1122 11.750 10.000 21.750 8.917 1.000 9.917 11.583 6.000 17.5R3 N 7.0 5.417 0.0 7.000 0.0 12.417 N 7.0 10.000 0.0 7.000 0.0 17.000 0 5.0 10.000 n n r; nnn 8.185 7.926 0.0 -0.702 7.224 0.0 -0.205 7.019 0.0 0_029 7.048 7.224 0.0 -0.023 7.201 9.095 -0.031 K Factor = 4.14 Vel = 4.50 Vel = 3.55 Vel = 0.91 K Factor = 1.01 Vel = 0.96 Vel = 0.96 16.265 K Factor = -0.71 8.298 4.331 0.553 R 1.0 2.500 13.182 0.0 1.000 0.0 0.0 3.500 0.128 13.310 N 7.0 10.000 8.185 0.0 7.000 4.331 0.0 17.000 0.439 20 10.0 3.750 12.955 0.0 10.000 0.0 0.0 13.750 0.355 0 5.0 6.167 13.310 0.0 5.000 0.0 0.0 11.167 1.253 Vel = 4.84 Vel = 4.84 K Factor = 3.93 Vel = 3.99 Vel = 3.99 Vel = 8.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS 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 26 to TRA TRA to BR BR to X X to EL EL to M1 M1 to M2 M2 to CM CM to 101 101 to 100 100 to 102 101 to 102 102 0.0 1.101 150.0 26.21 0.1122 0.0 26.21 26.21 1.101 150.0 26.21 0.1121 5.00 1.101 150.0 31.21 0.1550 0.0 1.598 150.0 31.21 0.0252 0.0 1.598 150.0 31.21 0.0252 0.0 0.785 150.0 31.21 0.8050 0.0 0.995 150.0 31.21 0.2537 0.0 7.68 150.0 31.21 0.0 -19.67 7.68 150.0 11.54 0.0 0.0 7.68 150.0 11.54 0.0 0.0 11.54 150.0 19.66 0.0 11.55 7.68 150.0 31.21 0.0 0.0 31.21 R 1.0 12.083 14.563 N 7.0 8.000 0.0 0.0 20.083 2.253 16.816 2 R 2.0 9.000 16.816 S 9.563 11.562 3.898 0.0 20.562 2.306 _ O 5.0 1.000 23.020 0.0 5.000 0.0 0.0 6.000 0.930 E 5.828 5.000 23.950 0.0 5.828 2.166 0.0 10.828 0.273 E 5.828 40.000 26.389 0.0 5.828 0.0 0.0 45.828 1.157 0.0 1.000 27.546 0.0 0.0 10.000 0.0 1.000 0.805 T 5.841 50.000 38.351 0.0 5.841 0.0 0.0 55.841 14.166 F 11.278 690.000 52.517 T 43.857 55.135 0.0 0.0 745.135 0.009 F 11.278 880.000 52.526 T 43.857 55.135 0.0 0.0 935.135 0.002 2F 22.555 445.000 52.528 T 43.857 66.412 0.0 0.0 511.412 0.001 52.529 F 11.278 485.000 52.526 T 43.857 55.135 0.0 0.0 540.135 0.003 0.0 10.000 52.529 0.0 0.0 1.732 0.0 10.000 0.0 54.261 Vel = 8.83 K Factor = 6.39 Vel = 8.83 Qa=5 Vel = 10.52 Vel = 4.99 Vel = 4.99 * * Fixed Loss = 10 Vel = 20.69 Vel = 12.88 Vel = 0.22 Vel = 0.08 Vel = 0.08 K Factor = 1.59 Vel = 0.14 Vel = 0.22 K Factor = 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 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 Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS 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 13D Y Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 20.024 Psi Required. 29.992 1 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 Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 7.796 C2 - Residual Pressure: 18 D2 - System Flow : 20.024 C2 - Residual Flow 1500 D2 - System Pressure 55.419 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin 10.257 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 ..� E 50 D3 40 � 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. Page 3 HACIENDAS Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 1'A 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 NCPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 Inc. r 1 HACIENDAS Node Elevation K-Fact No. H1 11.0 4.9 H2 12.0 H3 12.0 H4 20.0 H5 20.0 D 1 12.0 1 12.0 2 11.0 3 11.0 4 11.0 6 11.0 7 13.0 D2 13.0 8 13.0 9 13.0 D3 13.0 10 13.0 11 11.0 12 11.0 13 11.0 14 21.0 15 21.0 D5 21.0 16 21.0 17 21.0 19 21.0 21 21.0 D4 21.0 22 21.0 18 21.0 24 11.0 20 21.0 23 11.0 25 11.0 26 11.0 TR 11.0 BR 2.0 X 2.0 EL -3.0 M 1 -3.0 M2 -3.0 CM -3.0 101 -3.0 100 -3.0 102 -3.0 SRC -7.0 Pt Pn Flow Density Actual Actual 16.7 18.96 19.15 16.78 16.9 16.81 17.72 18.7 19.14 19.87 19.26 18.48 18.53 18.53 18.71 18.72 18.94 19.89 19.93 20.21 16.21 16.34 16.46 16.46 16.88 16.88 16.35 16.35 16.13 17.11 21.77 17.03 21.63 21.85 22.61 24.69 29.99 30.61 32.96 33.73 44.26 53.68 53.68 53.69 53.69 55.42 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 na na 20.02 5.0 The maximum velocity is 16.59 and it occurs in the pipe between nodes M1 and M2 0.05 Page 4 Date 03/28/16 Area Press Rea. 400 16.7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "Y'"' Notes " Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 20.02 20.02 1.101 150.0 0.0681 0.0 20.02 H2 0.0 1.101 to 150.0 D2 0.0 0.0 0.0 0.0 H3 0.0 1.101 to 150.0 D3 0.0 0.0 0.0 0.0 H4 0.0 1.101 to 150.0 D4 0.0 0.0 H5 to D5 1 1 to 2 2 to 3 3 to 4 4 to 5 3 to 6 I• N 7.0 1.000 16.700 16.812 N 7.0 1.000 18.962 0.0 7.000 -0.433 0.0 8.000 0.0 18.529 O 5.0 1.000 19.154 0.0 5.000 -0.433 0.0 6.000 0.0 18.721 O 5.0 1.000 16.780 0.0 5.000 -0.433 0.0 6.000 0.0 iF 4A7 0.0 1.101 N 7.0 1.000 16.895 150.0 0.0 7.000 -0.433 0.0 0.0 0.0 8.000 0.0 0.0 0.0 16.462 20.02 1.101 N 7.0 6.303 16.812 150.0 0.0 7.000 0.0 20.02 0.0683 0.0 13.333 0.910 0.0 1.101 N 7.0 1.000 17.722 150.0 0.0 7.000 0.433 20.02 0.0681 0.0 8.000 0.545 0.0 1.101 R 1.0 5.500 18.700 150.0 0.0 1.000 0.0 20.02 0.0683 0.0 6.500 0.444 -6.87 1.101 4R 4.0 19.083 19.144 150.0 0.0 4.000 0.0 13.15 0.0313 0.0 23.083 0.723 -3.31 1.101 R 1.0 7.251T 19.867 150.0 N 7.0 8.000 4.764 9.84 0.0183 0.0 15.250 0.279 0.0 9.84 24.910 6.87 1.101 R 1.0 4.333 19.144 150.0 N 7.0 8.000 0.0 6.87 0.0094 0.0 12.333 0.116 0.0 1.101 N 7.0 2.000 19.260 150.0 0.0 7.000 -0.866 6.87 0.0093 0.0 9.000 0.084 K Factor = 4.90 Vel = 6.75 K Factor = 4.88 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 6.75 Vel = 6.75 Vel = 6.75 Vel = 4.43 Vel = 3.32 K Factor = 1.97 Vel = 2.32 Vel = 2.32 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "**"'" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 1.101 R 1.0 4.333 18.478 7 to 150.0 0.0 1.000 0.0 8 6.87 0.0096 0.0 5.333 0.051 Vel = 2.32 0.0 6.87 18.529 K Factor = 1.60 D2 0.0 1.101 O 5.0 0.500 18.529 to 150.0 0.0 5.000 0.0 8 0.0 0.0 0.0 5.500 0.0 Vel = 0 8 6.87 1.101 N 7.0 11.833 18.529 to 150.0 0.0 7.000 0.0 9 6.87 0.0094 0.0 18.833 0.177 Vel = 2.32 9 0.0 1.101 R 1.0 0.500 18.706 to 150.0 0.0 1.000 0.0 D3 6.87 0.0100 0.0 1.500 0.015 Vel = 2.32 D3 0.0 1.101 R 1.0 14.750 18.721 to 150.0 N 7.0 8.000 0.0 10 6.87 0.0094 0.0 22.750 0.214 Vel = 2.32 10 0.0 1.101 N 7.0 2.000 18.935 to 150.0 0.0 7.000 0.866 11 6.87 0.0094 0.0 9.000 0.085 Vel = 2.32 11 0.0 1.101 R 1.0 3.833 19.886 to 150.0 0.0 1.000 0.0 12 6.87 0.0095 0.0 4.833 0.046 Vel = 2.32 12 -10.19 1.101 R 1.0 20.500 19.932 to 150.0 O 5.0 6.000 0.0 4 -3.32 -0.0025 0.0 26.500 -0.065 Vel = 1.12 12 to 13 LU 14 14 15 to 16 D5 to 16 16 to 17 0.0 -3.32 10.19 1.101 150.0 10.19 0.0195 0.0 1.101 150.0 10.19 0.0195 0.0 1.101 150.0 10.19 0.0196 -1.57 1.101 150.0 8.62 0.0143 0.0 8.62 0.0 1.101 150.0 0.0 0.0 8.62 1.101 150.0 8.62 0.0143 19.867 N 7.0 7.333 19.932 0.0 7.000 0.0 0.0 14.333 0.280 N 7.0 10.000 20.212 0.0 7.000 -4.331 0.0 17.000 0.332 R 1.0 5.333 16.213 0.0 1.000 0.0 0.0 6.333 0.124 R 1.0 7.750 16.337 0.0 1.000 0.0 0.0 8.750 0.125 16.462 O 5.0 1.417 16.462 0.0 5.000 0.0 0.0 6.417 0.0 N 7.0 20.417 16.462 2R 2.0 9.000 0.0 0.0 29.417 0.422 K Factor = -0.74 Vel = 3.43 Vel = 3.43 Vel = 3.43 Vel = 2.90 K Factor = 2.12 Vel = 0 Vel = 2.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " """ ` ` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 2.32 1.101 N 7.0 16.884 3.000 to 150.0 0.0 7.000 0.0 18 10.94 0.0223 0.0 10.000 0.223 0.0 10.94 17.107 17 -2.32 1.101 0 5.0 1.250 16.884 to 150.0 0.0 5.000 0.0 19 -2.32 -0.0013 0.0 6.250 -0.008 19 11.40 1.101 N 7.0 3.000 16.876 to 150.0 0.0 7.000 0.0 20 9.08 0.0158 0.0 10.000 0.158 0.0 9.08 17.034 19 -11.40 1.101 31R 3.0 11.750 16.876 to 150.0 0 5.0 10.000 0.0 21 -11.4 -0.0240 2P 2.0 21.750 -0.523 21 9.84 1.101 R 1.0 8.917 16.353 to 150.0 0.0 1.000 0.0 D4 -1.56 -0.0006 0.0 9.917 -0.006 D4 0.0 1.101 R 1.0 11.583 16.347 to 150.0 0 5.0 6.000 0.0 15 -1 56 -0 0006 0.0 17.583 -0 010 0.0 -1.56 16.337 21 -9.84 1.101 N 7.0 5.417 16.353 to 150.0 0.0 7.000 0.0 22 -9.84 -0.0183 0.0 12.417 -0.227 22 0.0 1.101 N 7.0 10,000 16.126 to 150.0 0.0 7.000 9.095 5 -9.84 -0.0183 0.0 17.000 -0.311 0.0 -9.84 24.910 18 10.94 1.101 0 5.0 10.000 17.107 to 150.0 0.0 5.000 4.331 24 10.94 0.0223 0.0 15.000 0.335 24 0.0 1.101 R 1.0 2.500 21.773 to 150.0 0.0 1.000 0.0 25 10.94 0.0223 0.0 3.500 0.078 0.0 10.94 21.851 20 9.08 1.101 N 7.0 10.000 17.034 to 150.0 0.0 7.000 4.331 23 9.08 0.0158 0.0 17.000 0.269 Vel = 3.69 K Factor = 2.65 Vel = 0.78 Vel = 3.84 Vel = 0.53 Vel = Vel = 3.32 3.32 K Factor = -1.97 Vel = 3.69 Vel = 3.69 K Factor = 2.34 Vel = 3.06 23 0.0 1.101 20 10.0 3.W 21.634 to 150.0 0.0 10.000 0.0 25 9.08 0.0158 0.0 13.750 0.217 Vel = 3.06 25 10.94 1.101 0 5.0 6.1e' 21.851 to 150.0 0.0 5.000 0.0 26 20.02 0.0681 0.0 11.167 0.761 Vel = 6.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 8 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '*"`*' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26 0.0 1.101 to 150.0 TR _ 20.02 0.0682 0.0 20.02 TR 20.02 1.101 to 150.0 BR 20.02 0.0682 BR 5.00 1.101 to 150.0 X 25.02 0.1030 X 0.0 1.598 EL 0.0 1.598 to 150.0 M 1 25.02 0.0168 M 1 0.0 0.785 to 150.0 M2 25.02 0.5350 M2 to CM CM to 101 101 to 100 100 to 102 0.0 0.995 150.0 25.02 0.1686 0.0 7.68 150.0 25.02 0.0 -15.76 7.68 150.0 9.26 0.0 0.0 7.68 150.0 9.26 0.0 aV 102 15.77 I JV.V 0.0 102 9.25 7.68 to 150.0 SRC 25.02 0.0001 0.0 25.02 2R 2.0 21.500- 22.612 N 7.0 9.000 0.0 0.0 30.500 2.080 24.692 2R 2.0 9.000 24.692 S 9.563 11.562 3.898 0.0 20.562 1.402 O 5.0 1.000 29.992 0.0 5.000 0.0 0.0 6.000 0.618 E 5.828 5.000 30.610 0.0 5.828 2.166 0.0 10.828 0.182 E 5.828 40.000 32.958 0.0 5.828 0.0 0.0 45.828 0.769 0.0 1.000 33.727 0.0 0.0 10.000 0.0 1.000 0.535 T 5.841 50.000 44.262 0.0 5.841 0.0 0.0 55.841 9.416 F 11.278 690.000 53.678 T 43.857 55.135 0.0 0.0 745.135 0.006 F 11.278 880.000 53.684 T 43.857 55.135 0.0 0.0 935.135 0.002 2F 22.555 445.000 53.686 T 43.857 66.412 0.0 0.0 511.412 0.0 53.686 F 11.278 485.000 53.684 T 43.857 55.135 0.0 0.0 540.135 0.002 0.0 10.000 53.686 0.0 0.0 1.732 0.0 10.000 0.001 55.419 Vel = 6.75 K Factor = 4.03 Vel = 6.75 Qa=5 Vel = 8.43 Vel = 4.00 * ' Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.06 Vel = 0.06 K Factor = 1.26 Vel = 0.11 Vel = 0.17 K Factor = 3.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 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 Inc. HACIENDAS Page 1 Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date 03/28/16 Location - CALC AREA 2 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 (X)NFPA 13D Number of Sprinklers Flowing: ( ) 1 (X) 2 ( ) 4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 26.21 Psi Required 28:293(• AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 8.229 C2 - Residual Pressure: 18 D2 - System Flow : 26.211 C2 - Residual Flow 1500 D2 - System Pressure -- 54.545 Hose ( Demand) : 5 D3 - System Demand : 31.211 Safety Margin 11.118 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 — R 60 uc E 50 D3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 11 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Page Date 3 03/28/16 Fitting Legend Abbrev. Name 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 - STAUDARD NP Mechanical Inc. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. H1 11.0 8.6 na H2 12.0 4.9 7.04 na 13.0 0.05 256 7.039 H3 12.0 4.9 7.27 na 13.21 0.05 256 7.0 H4 20.0 6.59 na H5 20.0 6.78 na D1 12.0 8.16 na 1 12.0 8.16 na 2 11.0 8.6 na 3 11.0 8.6 na 4 11.0 9.21 na 6 11.0 8.27 na 7 13.0 7.16 na D2 13.0 6.85 na 8 13.0 7.02 na 9 13.0 7.02 na D3 13.0 7.02 na 10 13.0 7.84 na 11 11.0 9.03 na 12 11.0 9.21 na 13 11.0 9.69 na 14 21.0 5.92 na 15 21.0 6.14 na D5 21.0 6.34 na 16 21.0 6.34 na 17 21.0 7.04 na 19 21.0 7.03 na 21 21.0 6.17 na D4 21.0 6.16 na 22 21.0 5.81 na 18 21.0 7.41 na 24 11.0 12.29 na 20 21.0 7.29 na 23 11.0 12.06 na 25 11.0 12.42 na 26 11.0 13.67 na TR 11.0 17.09 na BR 2.0 23.3 na 5.0 X 2.0 24.23 na EL -3.0 2U.67 na M1 -3.0 27.82 na M2 -3.0 38.63 na CM -3.0 52.8 na 101 -3.0 52.81 na 100 -3.0 52.81 na 102 -3.0 52.81 na SRC -7.0 54.54 na The maximum velocity is 20.69 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 5 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ` "" " Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 1 0.0 1.101 N 7.0 1.000 8.596 to 150.0 0.0 7.000 -0.433 D1 0.0 -0.0001 0.0 8.000 -0.001 0.0 0.0 8.162 H2 1?.O0 1.101 N 7.0 1.000 7.039 to 150.0 0.0 7.000 -0.433 D2 13.0 0.0306 0.0 8.000 0.245 0.0 13.00 6.851 H3 13.21 1.101 O 5.0 1.000 7.268 to 150.0 0.0 5.000 -0.433 _D3 13.21 0.0317 0.0 6.000 0.190 0.0 13.21 7.025 H4 0.0 1.101 O 5.0 1.000 6.590 to 150.0 0.0 5.000 -0.433 D4 0.0 0.0 0.0 6.000 0.0 H5 to D5 D1 2 2 to 3 3 to 4 4 to 5 3 to 6 6 to 7 0.0 0.0 0.0 8.000 0.0 0.0 1.101 N 7.0 6.333 8.162 150.0 0.0 7.000 0.0 0.0 0.0 0.0 13.333 0.0 0.0 1.101 N 7.0 1.000 8.162 150.0 0.0 7.000 0.433 0.0 0.0001 0.0 8.000 0.001 0.0 1.101 R 1.0 5.500 8.596 150.0 0.0 1.000 0.0 0.0 0.0 0.0 6.500 0.0 12.04 1.101 4R 4.0 19.083 8.596 150.0 0.0 4.000 0.0 12.04 0.0266 0.0 23.083 0.614 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.45 K Factor = 4.98 Vel = 0 Vel = 0 K Factor = 0 Vel = 0 Vel = 0 Vel = 0 Vel = 4.06 12.59 0.0289 0.0 15.250 0.440 Vel = 4.24 0.0 12.59 14.414 K Factor = 3.32 -12.04 1.101 R 1.0 4.333 8.596 150.0 N 7.0 8.000 0.0 -12.04 -0.0267 0.0 12.333 -0.329 Vel = 4.06 0.0 1.101 N 7.0 2.000 8.267 150.0 0.0 7.000 -0.866 -12 04 -0 0266 00 9 000 -0 239 Vel = 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Willi57 NP Mechanical Inc. 1 HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'*"" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 7 1.101 R 1.0 4.333 7.162 0.0 to 150.0 0.0 1.000 0.0 8 -12.04 -0.0266 0.0 5.333 -0.142 Vel = 4.06 0.0 -12.04 7.020 K Factor = -4.54 D2 13.00 1.101 O 5.0 0.500 6.851 to 150.0 0.0 5.000 0.0 8 13.0 0.0307 0.0 5.500 0.169 Vel = 4.38 8 -12.04 1.101 N 7.0 11.833 7.020 to 150.0 0.0 7.000 0.0 9 0.96 0.0003 0.0 18.833 0.005 Vel = 0.32 9 0.0 1.101 R 1.0 0.500 7.025 to 150.0 0.0 1.000 0.0 D3 0.96 0.0 0.0 1.500 0.0 Vel = 0.32 D3 13.21 1.101 R 1.0 14.750 7.025 to 150.0 N 7.0 8.000 0.0 10 14.17 0.0360 0.0 22.750 0.818 Vel = 4.78 10 0.0 1.101 N 7.0 2.000 7.843 to 150.0 0.0 7.000 0.866 11 14.17 0.0360 0.0 9.000 0.324 Vel = 4.78 11 to 12 12 to 4 12 to 13 13 14 to 15 15 to 16 D5 to 16 16 to 17 0.0 1.101 150.0 14.17 0.0360 -13.62 1.101 150.0 0.55 0.0001 0.0 0.55 13.62 1.101 150.0 13.62 0.0334 0.0 1.101 150.0 13.62 0.0335 0.0 1.101 150.0 13.62 0.0333 -2.31 1.101 150.0 11.31 0.0238 R 1.0 3.833 9.033 0.0 1.000 0.0 0.0 4.833 0.174 R 1.0 20.500 9.207 O 5.0 6.000 0.0 0.0 26.500 0.003 Vel = 4.78 Vel = 0.19 9.210 K Factor = 0.18 N 7.0 7.333 9.207 0.0 7.000 0.0 0.0 14.333 0.479 Vel = 4.59 N 7.0 10.000 9.686 0.0 7.000 -4.331 0.0 17.000 0.569 Vel = 4.59 R 1.0 5.333 5.924 0.0 1.000 0.0 0.0 6.333 0.211 Vel = 4.59 R 1.0 7.750 6.135 0.0 1.000 0.0 0.0 8.750 0.208 Vel = 3.81 0.0 11.31 6.343 0.0 1.101 O 5.0 1.417 6.343 150.0 0.0 5.000 0.0 0.0 0.0 0.0 6.417 0.0 11.31 1.101 N 7.0 20.417 6.343 150.0 2R 2.0 9.000 0.0 11.31 0.0237 0.0 29.417 0.698 K Factor = 4.49 Vel = 0 Vel = 3.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 3.02 1.101 N 7.0 3.000 7.041 to 150.0 0.0 7.000 0.0 18 14.33 0.0367 0.0 10.000 0.367 Vel = 4.83 0.0 14.33 7.408 K Factor = 5.26 17 -3.01 i .101 O 5.0 1.250 7.041 to 150.0 0.0 5.000 0.0 19 -3.01 -0.0021 0.0 6.250 -0.013 Vel = 1.01 19 14.90 1.101 N 7.0 3.000 7.028 to 150.0 0.0 7.000 0.0 20 11.89 0.0260 0.0 10.000 0.260 Vel = 4.01 0.0 11.89 7.288 K Factor = 4.40 19 -14.90 1.101 3R 3.0 11.750 7.028 to 150.0 0 5.0 10.000 0.0 21 -14.9 -0.0394 2P 2.0 21.750 -0.858 Vel = 5.02 21 12.59 1.101 R 1.0 8.917 6.170 to 150.0 0.0 1.000 0.0 D4 -2.31 -0.0013 0.0 9.917 -0.013 Vel = 0.78 D4 0.0 1.101 R 1.0 11.583 6.157 to 150.0 0 5.0 6.000 0.0 1 G 1 J _'J 41 _n nni 4 n n 17. rf2Z _n nii \/al = n 7R 0.0 -2.31 6.135 K Factor = -0.93 21 -12.59 1.101 N 7.0 5.417 6.170 to 150.0 0.0 7.000 0.0 22 -12.59 -0.0289 0.0 12.417 -0.359 Vel = 4.24 22 0.0 1.101 N 7.0 10.000 5.811 to 150.0 0.0 7.000 9.095 5 -12.59 -0.0289 0.0 17.000 -0.492 Vel = 4.24 0.0 -12.59 14.414 K Factor = -3.32 18 14.33 1.101 0 5.0 10.000 7.408 to 150.0 0.0 5.000 4.331 24 14.33 0.0367 0.0 15.000 0.550 Vel = 4.83 24 0.0 1.101 R 1.0 2.500 12.289 to 150.0 0.0 1.000 0.0 25 14.33 0.0369 0.0 3.500 0.129 Vel = 4.83 0.0 14.33 12.418 K Factor = 4.07 20 11.89 1.101 N 7.0 10.000 7.288 to 150.0 0.0 7.000 4.331 23 11.89 0.0259 0.0 17.000 0.441 Vel = 4.01 23 0.0 1.101 20 10.0 3.750 12.060 to 150.0 0.0 10.000 0.0 25 11.89 0.0260 0.0 13.750 0.358 Vel = 4.01 25 14.32 1.101 0 5.0 6.167 12.418 to 150.0 0.0 5.000 0.0 26 26.21 0.1122 0.0 11.167 1.253 Vel = 8.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS 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 26 0.0 1.101 to 150.0 TR 26.21 0.1122 0.0 26.21 TR 26.21 1.101 to 150.0 BR 26.21 0.1122 BR to X X M1 M1 to M2 M2 5.00 1.101 150.0 31.21 0.1550 0.0 1.598 150.0 31.21 0.0252 0.0 1.598 150.0 31.21 0.0253 0.0 0.785 150.0 31.21 0.8050 0.0 0.995 150.0 31.21 0.2538 CM 0.0 7.68 to 150.0 101 31.21 0.0 101 -19.66 7.68 to 150.0 100 11.55 0.0 102 11.55 0.0 0.0 11.55 101 19.66 7.68 to 150.0 102 19.66 0.0 102 11.55 7.68 to 150.0 SRC 31.21 0.0001 2R 2.0 21.500 13.671 N 7.0 9.000 0.0 0.0 30.500 3.422 17.093 2R 2.0 9.000 17.093 S 9.563 11.562 3.898 0.0 20.562 2.307 O 5.0 1.000 23.298 0.0 5.000 0.0 0.0 6.000 0.930 E 5.828 5.000 24.228 0.0 5.828 2.166 _ 0.0 10.828 0.273 E 5.828 40.000 26.667 0.0 5.828 0.0 0.0 45.828 1.158 0.0 1.000 27.825 0.0 0.0 10.000 0.0 1.000 0.805 T 5.841 50.000 38.630 0.0 5.841 0.0 0.0 55.841 14.170 F 11.278 690.000 52.800 T 43.857 55.135 0.0 0.0 745.135 0.010 F 11.278 880.000 52.810 T 43.857 55.135 0.0 0.0 935.135 0.001 2F 22.555 445.000 52.811 T 43.857 66.412 0.0 0.0 511.412 0.001 52.812 F 11.278 485.000 52.810 T 43.857 55.135 0.0 0.0 540.135 0.002 0.0 10.000 52.812 0.0 0.0 1.732 0.0 10.000 0.001 54.545 Vel = 8.83 K Factor = 6.34 Vel = 8.83 Qa=5 Vel = 10.52 Vel = 4.99 Vel = 4.99 * * Fixed Loss = 10 Vel = 20.69 Vel = 12.88 Vel = 0.22 Vel = 0.08 Vel = 0.08 _ K Factor = 1.59 Vel = 0.14 Vel = 0.22 K Factor = 4.23 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 HACIENDAS Building PLAN 3 Location CALC AREA 3 System Contract Data File PLAN3 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS 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: ( )1 (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 26.205 Psi Required 24.1$L. AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Tesc - Rated Cap. T Time of Test - @ Psi E Static (Psi) - 73 Elev. R Residual (Psi) - 20 Other Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y Tank or Reservoir: C -.. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: C1 -Static Pressure 65.7 D1 - Elevation 11.694 C2 - Residual Pressure: 18 D2 - System Flow 26.205 C2 - Residual Flow 1500 D2 - System Pressure : 55.430 Hose ( Demand) .5 D3 - System Demand : 31.205 Safety Margin 10.233 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 ..� E 50 D3 40 30 C2 20 10 ui - 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Page 3 HACIENDAS Date 03/28/16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 NCPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 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 - ST41I ARD NP Mechanical Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. H1 11.0 11.47 na H2 12.0 11.03 na H3 12.0 -11.02. na H4 20.0 4.9 7.26 na 13.21 0.05 256 7.0 H5 20.0 4.9 7.04 na 13,0 0.05 256 7.039 D1 12.0 11.03 na 1 12.0 11.03 na 2 11.0 11.47 na 3 11.0 11.47 na 4 11.0 11.47 na 6 11.0 11.46 na 7 13.0 10.6 na D2 13.0 10.6 na 8 13.0 10.6 na 9 13.0 10.59 na D3 13.0 10.59 na 10 13.0 10.59 na 11 11.0 11.45 na 12 11.0 11.45 na 13 11.0 11.42 na 14 21.0 7.06 na 15 21.0 7.05 na D5 21.0 6.85 na 16 21.0 7.05 na 17 21.0 7.93 na 19 21.0 7.93 na 21 21.0 7.22 na D4 21.0 7.02 na 22 21.0 7.2 na 18 21.0 8.3 na 24 11.0 13.18 na 20 21.0 8.18 na 23 11.0 12.96 na 25 11.0 13.31 na 26 11.0 14.56 na TR 11.0 17.98 na BR 2.0 24.19 na 5,0 X 2.0 25.12 na EL -3.0 27.56 na M1 -3.0 28.71 na M2 -3.0 39.52 na CM -3.0 53.69 na 101 -3.0 53.69 na 100 -3.0 53.7 na 102 -3.0 53.7 na SRC -7.0 55.43 na The maximum velocity is 20.69 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Page 5 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*"**** Notes - Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H 1 0.0 1.101 N 7.0 1.000 11.468 to 150.0 0.0 7.000 -0.433 D1 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 11.034 K Factor = 0 H2 v.0 1.1 v i N 7.0 1.000 11.028 to 150.0 0.0 7.000 -0.433 D2 0.0 n n 0.0 0.0 8.000 0.0 Vel = 0 H3 to D3 H4 to D4 U.0 i u.Ouo 0.0 1.101 O 5.0 1.000 11.024 150.0 0.0 5.000 -0.433 0.0 0.0 0.0 6.000 0.0 u.0 13.21 1.101 150.0 13.21 0.0315 0.0 13.21 H5 13.00 1.101 to i 5v.v D5 13.0 0.0306 0.0 13.00 D1 0.0 1.101 to 150.0 1 0.0 0.0 1 0.0 1.101 to 150.0 2 0.0 0.0001 2 0.0 1.101 to 150.0 3 0.0 0.0 3 0.91 1.101 to 150.0 4 0.91 0.0002 4 1.94 1.101 to 150.0 5 2.85 0.0018 0.0 2.85 10.591 •5.0 1.000M 0.0 5.000-0.433 0.0 6.000 0.189 7.019 N 7.0 1.000 k 7.039 n .n vv . 7 000 -n /133 0.0 8.000 0.245 _ 6.851 N 7.0 6.333 11.034 0.0 7.000 0.0 0.0 13.333 0.0 N 7.0 1.000 11.034 0.0 7.000 0.433 0.0 8.000 0.001 R 1.0 5.500 11.468 0.0 1.000 0.0 0.0 6.500 0.0 4R 4.0 19.083 11.468 0.0 4.000 0.0 _ 0.0 23.083 0.005 R 1.0 7.250 11.473 N 7.0 8.000 4.764 0.0 15.250 0.028 Vel = 0 K Factor = 0 K Factor = 4.90 Vel = 4.45 K Factor = 4.99 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 Vet = 0 Vel = 0 Vel = 0 Vel = 0.31 Vel = 0.96 16.265 K Factor = 0.71 3 -0.91 1.101 R 1.0 4.333 11.468 to 150.0 N 7.0 8.000 0.0 6 -0.91 -0.0002 0.0 12.333 -0.003 6 0.0 1.101 N 7.0 2.000 11.465 to 150.0 0.0 7.000 -0.866 7 -0.91 -0.0003 0.0 9.000 -0.003 Vel = 0.31 Vel = 0.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Willis NP Mechanical 1 HACIENDAS Page 6 Date 03/28/16 Hyd. Ref. Point Qa Dia. "C" Qt Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv "' ' ' " Notes Pn 7 0.0 1.101 to 150.0 8 -0.91-0.0002 D2 to 8 8 to 9 9 to D3 D3 to 10 10 to 11 11 to 12 12 to 4 12 to 13 13 to 14 14 to 15 15 to 16 D5 to 16 16 to 17 0.0 -0.91 0.0 1.101 150.0 0.0 0.0 -0.91 1.101 150.0 -0.91 -0.0002 0.0 1.101 150.0 -0.91 0.0 0.0 1.101 150.0 -0.91 -0.0002 0.0 1.101 150.0 -0.91 -0.0002 0.0 1.101 150.0 -0.91-0.0002 2.85 1.101 150.0 1.94 0.0009 0.0 1.94 -2.85 1.101 150.0 -2.85-0.0019 0.0 1.101 150.0 -2.85-0.0018 0.0 1.101 150.0 -2.85-0.0019 2.69 1.101 150.0 -0.16 0.0 0.0 -0.16 13.00 1.101 150.0 13.0 0.0307 -0.16 1.101 150.0 12.84 0.0300 R 1.0 4.333 10.596 0.0 1.000 0.0 0.0 5.333 -0.001 10.595 O 5.0 0.500 10.595 0.0 5.000 0.0 0.0 5.500 0.0 N 7.0 11.833 10.595 0.0 7.000 0.0 0.0 18.833 -0.004 R 1.0 0.500 10.591 0.0 1.000 0.0 0.0 1.500 0.0 R 1.0 14.750 10.591 N 7.0 8.000 0.0 0.0 22.750 -0.005 N 7.0 2.000 10.586 0.0 7.000 0.866 0.0 9.000 -0.002 R 1.0 3.833 11.450 0.0 1.000 0.0 0.0 4.833 -0.001 R 1.0 20.500 11.449 O 5.0 6.000 0.0 0.0 26.500 0.024 11.473 N 7.0 7.333 11.449 0.0 7.000 0.0 0.0 14.333 -0.027 N 7.0 10.000 11.422 0.0 7.000 -4.331 0.0 17.000 -0.031 _ R 1.0 5.333 7.060 0.0 1.000 0.0 0.0 6.333 -0.012 R 1.0 7.750 7.048 0.0 1.000 0.0 0.0 8.750 0.0 7.048 O 5.0 1.417 6.851 0.0 5.000 0.0 0.0 6.417_ 0.197 N 7.0 20.417 7.048 2R 2.0 9.000 0.0 0.0 29.417 0.882 Vel = 0.31 K Factor = -0.28 Vel = 0 Vel = 0.31 Vel = 0.31 Vel = 0.31 Vel = 0.31 Vel = 0.31 Vel = 0.65 K Factor = 0.57 Vel = 0.96 Vel = 0.96 Vel = 0.96 Vel = 0.05 K Factor = -0.06 Vel = 4.38 Vel = 4.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical HACIENDAS Page 7 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"' Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 to 18 17 to 19 19 19 to 21 1.51 1.101 N 7.0 3.000 7.930 150.0 0.0 7.000 0.0 14.35 0.0368 0.0 10.000 0.368 0.0 14.35 8.298 -1.51 1.101 0 5.0 1.250 7.930 150.0 0.0 5.000 0.0 -1.51 -0.0006 0.0 6.250 -0.004 13.36 1.101 N 7.0 3.000 7.926 150.0 0.0 7.000 0.0 11.85 0.0259 0.0 10.000 0.259 0.0 11.85 8.185 -13.36 1.101 3R 3.0 11.750 7.926 150.0 0 5.0 10.000 0.0 -13.36 -0.0323 2P 2.0 21.750 -0.702 Vel = 4.84 K Factor = 4.98 Vel = 0.51 Vel = 3.99 K Factor = 4.14 Vel = 4.50 21 2.84 1.101 R 1.0 8.917 7.224 to 150.0 0.0 1.000 0.0 D4 -10.52 -0.0207 0.0 9.917 -0.205 Vel = 3.55 D4 13.21 1.101 R 1.0 11.583 7.019 to 150.0 0 5.0 6.000 0.0 15 2.69 0.0016 0.0 17.583 0.029 Vel = 0.91 0.0 2.69 7.048 K Factor = 1.01 21 -2.85 1.101 N 7.0 5.417 7.224 to 150.0 0.0 7.000 0.0 22 -2.85 -0.0019 0.0 12.417 -0.023 Vel = 0.96 22 0.0 1.101 N 7.0 10.000 7.201 to 150.0 0.0 7.000 9.095 5 -2.85 -0.0018 0.0 17.000 -0.031 Vel = 0.96 0.0 -2.85 16.265 K Factor = -0.71 18 14.35 1.101 0 5.0 10.000 8.298 to 150.0 0.0 5.000 4.331 _24 14.35 0.0369 0.0 15.000 0.553 Vel = 4.84 24 0.0 1.101 R 1.0 2.500 13.182 to 150.0 0.0 1.000 0.0 25 14.35 0.0366 0.0 3.500 0.128 Vel = 4.84 0.0 14.35 13.310 K Factor = 3.93 20 11.85 1.101 N 7.0 10.000 8.185 to 150.0 0.0 7.000 4.331 23 11.85 0.0258 0.0 17.000 0.439 Vel = 3.99 23 0.0 1.101 20 10.0 3.750 12.955 to 150.0 0.0 10.000 0.0 25 11.85 0.0258 0.0 13.750 0.355 Vel = 3.99 25 14.36 1.101 0 5.0 6.167 13.310 to 150.0 0.0 5.000 0.0 26 26.21 0.1122 0.0 11.167 1.253 Vel = 8.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical HACIENDAS Page Date 8 03/28/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 26 0.0 1.101 2R 2.0 21.500 14.563 to 150.0 N 7.0 9.000 0.0 TR 26.21 0.1122 0.0 30.500 3.421 Vel = 8.83 0.0 26.21 17.984 K Factor = 6.18 TR 26.21 1.101 2R 2.0 9.000 17.984 to 150.0 S 9.563 11.562 3.898 BR 26.21 0.1122 0.0 20.562 2.307 Vel = 8.83 BR 5.00 1.101 O 5.0 1.000 24.189 Qa = 5 to 150.0 0.0 5.000 0.0 X 31.21 0.1548 0.0 6.000 0.929 Vel = 10.52 X 0.0 1.598 E 5.828 5.000 25.118 to 150.0 0.0 5.828 2.166 EL 31.21 0.0252 0.0 10.828 0.273 Vel = 4.99 EL 0.0 1.598 E 5.828 40.000 27.557 to 150.0 0.0 5.828 0.0 M1 31.21 0.0253 0.0 45.828 1.158 Vel = 4.99 M 1 0.0 0.785 0.0 1.000 28.715 to 150.0 0.0 0.0 10.000 * * Fixed Loss = 10 M2 31.21 0.8040 0.0 1.000 0.804 Vel = 20.69 M2 0.0 0.995 T 5.841 50.000 39.519 to 150.0 0.0 5.841 0.0 CM 31.21 0.2537 0.0 55.841 14.166 Vel = 12.88 CM 0.0 7.68 F 11.278 690.000 53.685 to 150.0 T 43.857 55.135 0.0 101 31.21 0.0 0.0 745.135 0.009 Vel = 0.22 101 -19.67 7.68 F 11.278 880.000 53.694 to 150.0 T 43.857 55.135 0.0 100 11.54 0.0 0.0 935.135 0.002 Vel = 0.08 100 0.0 7.68 2F 22.555 445.000 53.696 to 150.0 T 43.857 66.412 0.0 102 11.54 0.0 0.0 511.412 0.001 Vel = 0.08 0.0 11.54 53.697 K Factor = 1.57 101 19.66 7.68 F 11.278 485.000 53.694 to 150.0 T 43.857 55.135 0.0 102 19.66 0.0 0.0 540.135 0.003 Vel = 0.14 102 11.55 7.68 0.0 10.000 53.697 to 150.0 0.0 0.0 1.732 SRC 31.21 0.0001 0.0 10.000 0.001 Vel = 0.22 0.0 31.21 55.430 K Factor = 4.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Riverside County Fire Department - Riverside Office: 2300 Market Street, Ste. 150 Riverside, CA 92501 Phone: (951) 955-4777 - Fax: (951) 955-4886 PLAN REVIEW FORM ® New ❑ Re -Submittal # ❑ As-builts Permit No. (- Q 5 _ � Project Information (Please Print) ?,) (Zq ,0ry -V71A TR 36537-1 PGA Haciendas 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 4V$TSS �Ec �lse I Office of the L = �rshal Rec ived ey Plans Received Project Name: — I have read and understand that Fire Dept fees are Address: LOT 29/ 80-421 Platinum Way / Plan 3 City & Zip: La Quinta Contact Information CONTACT PERSON: Rachel Hornsby Mailing Address: 9225 Stellar Court, Suite A City & Zip Corona 92883 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 Phone No.: 951-667-4220 x349 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 appropriate items ❑ Commercial ❑ Industrial RI Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area ® Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Storage Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: .Oa Date Paid: I Check#: Received By: Receipt#(OCR) ❑DBF Form 1— Revised 70,'2012 Reviewed by: PC Review Date: 1��7 C1 Approved ❑ Denied Plans Stamped: liiVes ❑No Letter Attached: MYes ❑No Job Card Included: *Yes []No ❑DBF Called for Pick -Up Date: ]�� /� By: 1 Picked Date: By:;�Vc�l Shipped By / Method a: Visit us at www.rvcfire.org Cervantes, Thomas@CALFIRE Subject: 2. LAQ-I6-RS-029 - PGA WEST/ HACIENDAS - RES OH ROUGH Location: 80421 PLATINUM WAY, LOT 29, LA QUINTA Start: Thu 7/21/2016 8:00 AM End: Thu 7/21/2016 8:30 AM Recurrence: (none) Organizer: Cervantes, Thomas@CALFIRE Rep. Name: Phone#: Frankie Co. Name Cell#: 951-376-7634 NP Mechanical VI UJJOI. HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under. round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitorin SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final X Overhead rough piping - UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emergency shut off High pile storage Primary piping In -rack s rinklers Seconda piping Hose racks I Dispensers & shear valves Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement I H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation BuildingKnox box Air flow test Gate access Knox box/padlock Mechanical interlock I BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Start Time: Finish Time: 1 r-, Gillespie, James@CALFIRE Subject: 2. LAQ-I6-RS-029 - PGA WEST/ HACIENDAS/ PLAN 3 - RES SPK FINAL Location: 80421 PLATINUM WAY, LOT 29, LA QUINTA Start: Tue 11/15/2016 10:00 AM End: Tue 11/15/2016 10:30 AM Recurrence: (none) Organizer: Gillespie, James@CALFIRE Rep. Name: Phone#: Frankie Co. Name: Cell#: 951-376-7634 NP Mechanical CrossSt: HYDRANT SYSTEM PASS FAIL FIRE ALARM PASS FAIL Thrust block pre -pour Rough -wire inspection Under round rough Function test Underground hydro Duct detectors/velocity Flush 24 hr. battery test Final Sprinkler monitoring SPRINKLER U.G. Final Thrust block pre -pour SPECIAL SUPPRESSION Underground rough Door fan test Underground hydro Abort test Flush Mechanical shutdown Final Detector test FIRE SPRINKLER Deluge/pre-action Weld inspection Final Overhead rough piping UST/AST TANK Overhead hydro Installation UG flush / OK to connect Removal Main drain/inspect. Test Emer encv shut off High pile storage Primary piping In -racks rinklers Secondary piping Hose racks Dispensers & shear valves X Final Final KITCHEN HOOD EXTINGUISHING MISC. INSPECTION Detections stem Spray booths Function Test Hood/duct extinguishing Gas/Electrical shut-off High pile rack storage Nozzle model/placement H.P. vents/access/corridors Fire alarm connection Tract access/hydrant verification Final Other: SPRAY BOOTHS KNOX SYSTEM Installation Building Knox box Air flow test Gate access Knox box/padlock Mechanical interlock BUILDING INSPECTIONS Extinguishing system T/I final Fire alarm connection Shell final Final Final for occupancy Start Time: Finish Time: Of ; 3:0 Start Time: C' : l 7 Finish Time: : y �, 1 r.� Riverside County Fire Department :,, Fire Protection Planning Section 11b, Riverside Office: 2300 Market St, Ste. 150, Riverside, CA 92501 Ph (951) 955-4777 Fax (951) 9554886 Murdeta Office: 39493 Los Alamos Rd., Ste A. Murrieta, CA 92563 Ph (951) 600-6160 Fax (951) 600-6164 Palm Desert Office: 77-933 Las Montafias Rd., 8 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 (760) 863-7072 Date: 11 /15/2016 To: LA QU I NTA B&S Tract/Parcel Map #: Permit/Lot #: Job Site Address: Fire Department Clearance/Release HACIENDAS/PLAN 3 LAQ-16-RS-029/LOT 29 80421 PLATINUM WAY LA QUINTA APPROVED RESIDENTIAL FIRE SPRINKLER FINAL Release For Building Permit(s) Shell Final Only (No Tenant) Final For Occupancy Building Plan Check Fees Paid Building Plan Check Fees Not Paid Other Fees Fees Not Required If you should have any questions, please contact the appropriate Riverside County Fire Protection Planning office for further assistance. A on 'ng Signature Far Release N J. GILLESPIE 31rint Narrie Form C — Revised 7282014 PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CITIES OF: BANNING BEAUMONT CALI M ESA CANYON LAKE C OAC H E LLA 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 - RIVERSME UNIT r ✓ERSIUE COUNTY FIRE . EPARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 o 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 #29 LAQ-I6-RS-029 / 80-421 Platinum Way, La Quinta, CA The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site or NO inspection will be performed. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)863-8886. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)863-8886. Kohl Hetrick - Fire Safety Specialist