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LAQ-16-RS-028 PGA West Haciendas Plan 4ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK/PERMIT EXTENSION AJ ORTEGA 12/8/2016 12/12/2016 FINAL PERMIT EXTENSION GRANTED TO MARCH 27, 2017 TO PASS AN INSPECTION. FAILURE TO DO SO WILL FORFEIT ALL PERMIT AND PLANCHECK FEES AND REQUIRE RESUBMITTAL UNDER SEPARATE PERMIT WITH CONSTRUCTION REQUIREMENTS BEING UPDATED UNDER THE 2016 CALIFORNIA BUILDING CODES. CONDITIONS Description: THE SIGNATURE PH 1 HACIENDAS LOT 38 TM 36537 Type: BUILDING RESIDENTIAL Subtype: DWELLING - SINGLE FAMILY DETACHED Status: ISSUED Applied: 4/28/2015 MFA Parcel No: 775220021 Site Address: 80422 PLATINUM WY LA QUINTA,CA 92253 Approved: 5/7/2015 MFA Subdivision: PM 20426 Block: Lot: 38 Issued: 5/7/2015 MFA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $214,652.90 Occupancy Type: Construction Type: Expired: 3/27/2017 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2,429 SF DWELLING 209 SF OUTDOOR LIVING. PLAN TYPE 4CR, LOT 38 [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. FINAL PERMIT EXTENSION GRANTED TO MARCH 27, 2017 TO PASS AN INSPECTION, SEE CHRONOLOGY FOR ADDITIONAL INFORMATION. Fire Permit #LAQ-16- RS-028. Printed: Wednesday, February 28, 2024 3:47:55 PM 1 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 (760)918-6768 LBELLOSO@CALWESTC OMMUNITIES.COM CONTRACTOR CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD CA 92008 (760)918-6768 LBELLOSO@CALWESTC OMMUNITIES.COM OWNER RREF II - CWC LAQ, LLC.5927 PRIESTLY DRIVE CARLSBAD CA 92008 (760)918-6768 DFONTANA@CALIFOR NIAWESTCOMMUNITIE S.COM FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY PLAN CHECK/PERMIT EXTENSION PROCESSING 101-0000-42600 1 $101.84 $101.84 12/13/16 WEB1213 CREDIT CALIFORNIA WEST CONSTRUCTION I ECON Total Paid for ADMINISTRATIVE: $101.84 $101.84 ART IN PUBLIC PLACES - RESIDENTIAL 270-0000-43201 0 $36.63 $36.63 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ART IN PUBLIC PLACES - AIPP: $36.63 $36.63 BSAS SB1473 FEE 101-0000-20306 0 $9.00 $9.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $9.00 $9.00 Credit Card Fee 101-0000-43505 0 $1.83 $1.83 12/13/16 WEB1213 CREDIT CALIFORNIA WEST CONSTRUCTION I ECON Total Paid for Credit Card Fee: $1.83 $1.83 DIF - CIVIC CENTER 252-0000-43200 0 $942.00 $942.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - COMMUNITY CENTERS 254-0000-43200 0 $129.00 $129.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:47:55 PM 2 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY DIF - FIRE PROTECTION 257-0000-43200 0 $433.00 $433.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - LIBRARIES 253-0000-43200 0 $344.00 $344.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARK MAINTENANCE 256-0000-43200 0 $40.00 $40.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - PARKS/REC 251-0000-43200 0 $2,048.00 $2,048.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - STREET MAINTENANCE 255-0000-43200 0 $116.00 $116.00 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA DIF - TRANSPORTATION 250-0000-43200 0 $2,842.00 $2,842.00 5/7/15 R5891 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 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA TEMP POWER SERVICE PC 101-0000-42403 0 $16.92 $16.92 5/7/15 R5891 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 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA RESIDENTIAL, FIRST 1,000SF 101-0000-42403 0 $145.03 $145.03 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for ELECTRICAL - NEW CONSTRUCTION: $169.69 $169.69 RESIDENTIAL PRECISE GRADING - TRACT HOME 101-0000-42408 0 $133.43 $133.43 5/7/15 R5891 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 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Printed: Wednesday, February 28, 2024 3:47:55 PM 3 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY EXHAUST HOOD 101-0000-42402 0 $12.09 $12.09 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA FURNACE 101-0000-42402 0 $36.26 $36.26 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA VENT FAN 101-0000-42402 0 $72.54 $72.54 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MECHANICAL: $157.15 $157.15 MULTI STRUCTURE PLAN CHECK - EACH 101-0000-42600 0 $48.34 $48.34 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for MULTI STRUCTURE PLAN CHECK - EACH: $48.34 $48.34 MULTI-SPECIES RESIDENTIAL 0-8 UNITS 101-0000-20310 0 $1,292.00 $1,292.00 5/7/15 R5891 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 $589.97 $589.97 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for NEW CONSTRUCTION PERMIT: $589.97 $589.97 BACKFLOW DEVICE 101-0000-42401 0 $12.09 $12.09 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA BUILDING SEWER 101-0000-42401 0 $12.09 $12.09 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA FIXTURE/TRAP 101-0000-42401 0 $193.44 $193.44 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA GAS SYSTEM, 5+ OUTLETS 101-0000-42401 0 $36.26 $36.26 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER HEATER/VENT 101-0000-42401 0 $12.09 $12.09 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $12.09 $12.09 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for PLUMBING FEES: $278.06 $278.06 Printed: Wednesday, February 28, 2024 3:47:55 PM 4 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 BOND INFORMATION INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES SEWER CONNECTION JFU 3/21/2016 3/21/2016 APPROVED UNDERGROUND PLBG JFU 3/21/2016 3/21/2016 APPROVED FOOTINGS JFU 4/1/2016 4/1/2016 APPROVED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES NON-STRUCTURAL BUILDING BUCKET FIRE KOHL HETRICK 6/28/2016 7/18/2016 7/18/2016 APPROVED FIRE APPROVAL LETTER IN ATTACHMENTS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY SMI - RESIDENTIAL 101-0000-20308 0 $27.91 $27.91 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for STRONG MOTION INSTRUMENTATION SMI: $27.91 $27.91 SINGLE FAMILY DETACHED 224-0000-20320 0 $1,837.44 $1,837.44 5/7/15 R5891 10884 CHECK RREF II - CWC LAQ, LLC.MFA Total Paid for TUMF - RESIDENTIAL: $1,837.44 $1,837.44 TOTALS:$11,618.38 $11,618.38 Printed: Wednesday, February 28, 2024 3:47:55 PM 5 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/20/2016 BURT HANADA HACIENDA PHASE 2 EXTENSION REQUEST.pdf HACIENDA PHASE 2 EXTENSION REQUEST.pdf 1 DOC 1/20/2016 BURT HANADA Signature Phase 2 Permits Extension.docx Signature Phase 2 Permits.docx 1 DOC 5/8/2015 CECILIA PATINO BRES2015-0170 ISSUED PERMIT.pdf BRES2015-0170 ISSUED PERMIT.pdf 0 DOC 7/18/2016 KOHL HETRICK FIRE - RESIDENTIAL FIRE SPRINKLER - APPROVED LAQ-16-RS-028 - 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 Printed: Wednesday, February 28, 2024 3:47:55 PM 6 of 6 Permit Details City of La Quinta PERMIT NUMBER BRES2015-0170 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 RIVERSIDE COUNTY(PALM DESERT). 2. THIS SPRINKLED SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING GRANTED. THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REQUESTED INSPECTION. 3. THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS. 4. NOTCHING, DRILLING, OR OTHERWISE PENETRATING STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE. 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY BLAZE MASTER U.L. LISTED. 6. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING IT'S FUNCTION. 7. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM PLUMBING CODE. PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG. ARE U.L. LISTED AND ARE INSTALLED ACCORDING TO THE HANGING REQUIREMENTS IN THEIR TECHNICAL DATA (SEE DETAIL). 8. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH THE MANUFACTURES REQUIREMENTS AND THOSE CONTAINED IN NFPA 13D, 2013 EDITION. 9. IF REQUIRED BY A.H.J. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS ADDRESSED ON. 10_ SMOKE DETECTORS TO BE INSTALLED BY OTHERS, 11. RESIDENTIAL CONCEALED PENDENT SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE, INSTALLED AT 16 FT. MAXIMUM SPACING(SEE TECH. DATA). 12. PENDENT INTERMEDIATE TEMP. QUICK RESPONSE SPRINKLERS ARE U.L. LISTED AND MANUFACTURED BY RELIABLE INSTALLED AT 16 FT. MAX. SPACING (SEE TECH. DATA). 13. PENDENT SPRINKLERS ARE AT LEAST 3 ft. FROM OBSTRUCTIONS E.G. LIGHT FIXTURES, CEILING FANS, ETC. OR IN ACCORDANCE WITH TABLE 8.2.5.4.2 AND SECTION 8.2.5.2. SPRINKLER LOCATIONS FOR CONTINUOUS OBSTRUCTIONS ARE IN COMPLIANCE WITH 8.2.5.4. 14, SOFFITS AND CABINETS TO BE PROVIDED WITH SPRINKLER COVERAGE IN ACCORDANCE WITH 8.2.5.6. MATERIAL NOTES 1. ALL PIPE TO BE BLAZEMASTER CPVC PIPE AND CONCEALED. 2, HEADS IN RESIDENTIAL AREAS TO BE RELIABLE RFC49 4.9K MODELS AND SPACED AT 16' X 16'. UNLESS OTHERWISE STAVED. 3. HEADS IN GARAGE AREA ARE RELIABLE F1 RES 49. AND SPACED AT 16' X 16'. UNLESS OTHERWISE STATED. 4. RISER TO BE 1" BLAZEMASTER CPVC AND CONCEALED IN WALL WITH ACCESS PANEL. 5. ALL PIPE SUPPORTS ARE TO BE PER NFPA #13D, 2013 ED. REQUIREMENTS. HANGERS TO BE PLACED NO MORE THAN 6'-0" Q.C. 6. ALL MATERIALS ARE TO BE UL LISTED. ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STANDARDS, SCOPE OF WORK 1. INSTALL NEW FIRE PROTECTION SYSTEM IN NEW HOME. .� ALL PIPE TO BE NEW AND U.L. LISTED FOR USE IN FIRE PROTECTION SYSTEMS. 3. NO PENETRATIONS THROUGH RATED WALLS. 4. FITTING CLASS AND TYPE SHALL MEET OR EXCEED NFPA 130 (2013) AND COUNTY. APPROVAL AND LfSTED FOR USE IN FIRE PROTECTION. TV Ceiling 13 I d6slrudian �D A A ? (d - Sin-) + B [A'-(D-0.2m)+81 where: D 5 30in. (0.8 m) Lb tt1. .EI i HIS-Ei r- - - a RDAM EASnnK FAt'ti r, WW i AIJt? iewP. 6r?4b'K �'r MDSOR a PIPr I PvC dWlRt E 35 L=16 t 1 • 1 54.9 2 tI - s . 5' A9.27 i F. sa It111 9$S:is7 E51 51 4..i I TfSCi 43$.50 I 27.33 i INV 48&72 2t qPT- I 'C=£ � 3.50' V.�: i 1 1' tI I f 7 488.7D i fi . NP-FL 4id6 ;I y 411910 t. ...FL i2r I JffL i Wt I �. 1 .� I,.-34 79' 50%LOT T 3 8 wla +86 �I 21 1 HACIENDA $C 3 , t` k :I r it J EE 48967 o; HOANEY I. I t..' I' I 1 �'� 04$B 0 � �� .� � I iJ F( { I T G .50TO `.`.} Kill I: 1 ..Y6 :�S4 21 1 TC3t; t I dF IS r; F 495.t3[3 r : I I TF 483.0 r-c4�3 7 t SFt7.54 1 rA �t J D 13:3�.. 1 I 34. TIP--rL� r r 1 11 fKV14A. •i . FG I 4$8.72 iY8B '. s �1:3 [ C 488,E 1. f 4F�. LC! . L-33.F..' $ 38' o p h !. -i.: 1. .. p 6 1, :: 1 -0.50 AfR t I 48EV.50 2.sr {.'1 ': ' Sox D I �� L-71.25' t 4� 1 t tNt� 486.3� 21 5 68.5 (1) 8p STEP ILL I. r 48$.5$ �3 i "� :s. Ia I i .. 01 FG 4t38.4.$ F. 4 8.4 �; t I•': 48 .5D f 9 f L- ry. I a i J F' 4 FG 4887 r� ; I tE 7T 488. 2 7 Da-1.2 8.. .9 13�_3 p'-0:8181 2{ E ' � 1. 4; 78 LL_l I 5` I lae F5 �4$8.40 -�� --.-7_ I � 46 LaFs� 9 Ig�I { 4 t i 1 qi; 42' 4B7. >rC A 87.5� n I I � i I'•~ �0 t=32.8' I I S=I)„ 0 D03 486.5 0 487,13 I � I I �.J 4'. E! hri r7 3 1-5 �" NZ s 1'/2" CP� INV 4815.16 4D M INV 486.54 ,rY1' a5 I y r i 1" COPPER K 5U' MAX DESIGN CRITERIA N. T. S, CONCEALED RES. PENDENT SPRINKLER UPRIGHT QUICK RESPONSE SPRINKLER RES. PENDENT SPRINKLER CHANGE IN ELEVATION RISER LOCATION (PER DETAIL) NODE POINT FOR CALCULATION 01 RGUREA.E.s.5.7(a) Example of Shadow Areas(SSUr5SP). � HANGER TIC DETAIL j[f/JII Elevation View FIGURE 8.2.5.4.3 Positioning of Sprinkler to Avoid 8.2.5.7 Shadow Areas: Shadow areas shall be permitted in the Obstruction Against Walls (Residential Upright and protection area of a sprinkler as long as the cumulative SYMBOL LEGEND Pendent Spray Sprinklers). dry areas do not exceed 15 ft2 (1.4m') per sprinkler = - 3/4" thru 2" pipe --may--, �- A �B--B`� MATERIAL - Carbon Steel --�►h� SIZE & PIPE TYPE - FINISH - Mil Galvanized -- J ! + Lf5T1NG5 _ !! I 314" THRU 3" C.P,V.C- PIPE UL Listed: EX 4231, EX 2551 t _1� I I LISTINGS - -;- PATENT - No. 6,648,278, F i UL LISTED, EX 4231, EX 2551 FUNCTION - To support horizontal piping -- CPVC, Copper or Steel Rntm rr INSTALLATION - PER NFPA 13D A listed hanger Tin all 3 mounting position, i.e. side of vertical surface and both topside and underside of horizontal surface. __I_ i INSTALL ON TOP, BOTTOM OR SIDE OF BUILDING ELEMENT, A listed retroiner providing vertical and later restraint in all the above - SPACE BY PIPE TYPE mounting positions. FASTENERS - To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. T- - --- in WOOD 0 To Sabilize vertical piping by providing horizontal restraint. 1 314" - 3" CPVC PIPE -#90.5 SCREW - NO PRE -DRILL 11ySIALt . TION - Per NFPA 13D. Space by pipe type. J in STEEL: Install on woad, concrete or steel. 314" - 3" CPVC PIPE - 1I4" (DR #14 TEK SCREW Snap over pipe, then squeeze strap back allowingpipe to slide freely. t d d' d' II 94fi b k' t When # 05 hrea sera expose n woo Ir1so ❑c Ing nu , (r� F - 'WOOD• UL Listed per NFPA 13 CPVC pipe - #905 screw - no pre -drill I Copper pipe 905 screw - no pre -drill I Steel pipe - 1 4"x1 1/2" lag screw - no pre-drill""rT� Thru 5 8" gypsum board - 1/4"x2" lag screw *37EE11tted per NFPA 13 - mm 1$ GA CPVC pipe - 1/4" or #14 Tek Screw C__i� " Copper pipe - 1/4" or #14 Tek Screw Steel pipe - 1/4" or #14 Tek Screw I Nominal Pipe Size (in.) 1,, 1%<" 1 2" 21/S" 3., 3%" 4" Swall pipe except threaded NIA 12'-0" 15.0" 15'-0" 15'-0" 16-0" 15'-0" 15'-0" 15'-0" 13'-0" 15'-0" light lightwall .12'-0" Threaded lightwall steel NIA 12',0" 12'-0" 12'-0" 12-0" 12-0" 12'-0" NIA WA NIA NIA NIA pipe Copper tube &-U' 6-Y' 10'-0" 10'-0" 12'-0" 12'-0" 12-0" 15'-0" 15-0" 15'-0" 15'-0" 15'-0.. CPVC 51-0" 6-0" 6.6" T4" 8'-0" 91.0" 10',0" NIA NIA NIA NIA NIA Polytxltylene (IPS) NIA 34" 4-7" 6-0" 5'-11" NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-1 P 3'-4' 3'-11" 4-5" 6-5" NIA NIA NIA NIA NIA NIA NIA Ductile iron pipe NIA NIA NIA NIA NIA 15'-0" NIA NIA 15'-0" NIA 15'-0" 1V-0" CONCf Lu?ed minimum load each fastener I Thd7iFiglder 5 10 STEEL - COPPER - C. P. V, C. HANGER *EATURES ��'J tit 1! NOT TO SCALE 1 1�2" Offset - pipe wall to mounting surface I! * 3/4 and 1" pipe size made with common center -sine * Leg design produces superior strength t :h *Offset ed a eliminates abrasion * AFCON 905 screw listed for wood has 5-16" hex head - included Norrunal Pipe Size (in.) f 1 114" 1 YV 2" 2h" 3" 3W' 4" Steal pipe except threaded NIA 124' 12'-0" 15'-0" 75'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" 15'-0" lightwall Threaded lightwall steel NIA 12'-0' 12'AT 12'4" 17-0" 12'-0" 17-0" NIA NIA NIA NIA NIA Pipe Copper tube V-a" 8'-0" 10'-0" 10'-9' 12'-0" 12'-0" 12'-0" 15-0" 15'-0" 15'-0" 15'-0" 15'-C' CPVC 6-6" V-.0" 6-6" 7-0" 8'.0" tY-0" 10'-0" NIA NIA NIA NIA NIA Polyb*lene (IPS) NIA 3'-9" 4'-7" 5-0" 5'-11" NIA NIA NIA NIA NIA NIA NIA Polybutylene (CTS) 2'-11" 3'-4" V-11" 4-5" 9.5" NIA NIA NIA NIA NIA NIA NIA Ductile iron pipe NIA NIA NIA NIA WA 15'-0" NIA NIA 15-0" NIA 15-0" 15'-0" 514 STEEL - COPPER - C. P. V. C. HANGER NOT TO SCALE Nominal Pipe Size (in.) 1w" 2" 2%11 3" 3Yr" 4" 5'• 6" 9" Steel pipe except threaded lightwall NIA 12-0" 12'-0" 15-0" 16.0" 15'-0" 15'-0" 15'-0" 15'-0" 164T 15'-0" 15'-0" Threaded lightwall steel pipe WA 12'-0" 12'-0" 17-0" 12'-0" 17-0" 12'-0" NIA NIA NIA NIA NIA Coppertube 8'-0" 8'-0" 10'-O" 10'-0" 12'-0" 12'-0" 12'-V' 15 0 15'-0" 15'-0" 1F0" 15, 0" CPVC 5'-6" 6'-U" 6'-V' 7-0" 8'4' W-O" 10'-0" N!A NIA NIA NIA WA Polybutylene (IPS) WA 3'-Y' 4-7" 5-0" 5'-11" WA NIA RA NIA NIA NIA NIA Polybutylene (CIS) 2'-11" 3'-4' a-11" 4-5" 5-5" WA NIA NJA NIA NIA NIA NIA Ductile iron pJpe WA NIA NIA `l/A NIA 15'-ff' NIA NIA 15'-V' WA 13-0" 15'-0" 515 STEEL - COPPER - C. P. V C. HANGER NOT TO SCALE 01 PRWECr SH PGA/. WM 1lb . 7V --'�-w Mill to 5 VICINITY MAP _1 1 a CPVC TO SYSTEM T�1 V ELEV. 14" X 14" V 1"iCPVC RISER ACCESS DOOR { PSI PRESSURE GAUGE I MAIN DRAIN VALVE PTO DOMESTIC 112" DRAIN TO EXTERIOR REGULATOR SET @ "XX" PSI BY PLUMBING CONTRACTOR RUBBER FACED CHECK VALVE�� I POINT OF CONNECTION 0 PSI LOSS I ___ ' FOR FIRE SPRINKLER L�--- > --J CONTRACTOR 0 5 GPM ALLOWANCE 900 INTO BUILDING - BR 1" CPVC 2' ELEV. FINISH GRADE 0' ELEV. 1 Y3' CPVC 314" METER 10 PSI LOSS SITE WATER PLAN N. T. S. STATIC 73 -10% =65.7 PSI RESIDUAL 20 -10%= 18 PSI FLOW 1500 GPM MIN TER FL0W INFCRMA TON PER NFPA 13D 2013: NO SPARE SPRINKLERS SHALL BE REQUIRED TO BE PROVIDED SECTION 5.1.1.1 I " TAP INTO WATEEZ MAIN 1Y2'CPVC 1" COPPER K E L METER �Tlf, 40' MAX 50' MAX -3' ELEV. NODE 1' 1IIT5511171" ��oe r+rvRauuc �Fe�ce -3' ELEV. -3' ELEV. NOTE: FOOTAGES TO a� WCRST CASE 5CENA Y) RISER AND UNDERGROUND DETAIL UNDERGROUND BY OTHERS N.T.S. APPROVAL Riverside County hire Department X��AWal gy; / 6 Kehl Hetrick The approval of plans and spedficatlons does not permit the violation, deletion, omission or faulty Installation of any requirements of Title 24 or any ICI Ordinances. Construction shall remalfn accessible and exposed for inspection purposes until approved by the Fire Department. •01-to Pt" EiRu vi 0. e. APPROVAL STAMP ip MECHANICAL LICENSE NO. 890694 ■ CUSTOM, TRACT. MULTI -FAMILY AND COMMERCIAL i DESIGN, ENGINEERING AND INSTALLATION 0 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of plans is the sole property of NP MECHANICAL, INC. and that any use cf this set of plans is prohibited and is a violation of copyright laws without first receiving permission from Fire Sprinkler Systems. DID Cps CLASSIFICATION I- C-16 * LICENSE NO. 890694 OF C A1- 1 LY } C/) U) Y t m Q ❑ LL. L L LL LL W 00 n LLLI Z u5 u) (n co J c,a W C3 -T < W cc U �coN0 p cis Up = CL (14 >-mH H Z Z < U z U� [ ¢� O ❑ U� J W a�� Q0I O 5 Z) D z ~ LL W I- to re I� Q < U) r W IZ It EiEiG NOTES REVISIONS NO. DATE I DESCRIPTION U) W ❑ Z > T V ) W -- L V V 0 LL < W J Z J < < OL IN 0 OL IN i Q 00 PAGE NAME: GENERAL NOTES DATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IF SHEET IS LESSTHAN 24" X 36" IT IS A REDUCED PRINT SCALE REDUCE ACCORDINGLY SCALE: JOB NUMBER: F-0000 FP1 `--------- I r� r HEAT OPT. f/f/ff/f//jtf/ tQF'T- t�GF'T. D1....... - -9" 13'-0" CALC AREA 1 DINING f I 13-0" CLG. I lo trkliw'T.f1G3PT- f Q I r I I r GREAT RM� 13'-0" CLG. 4� / _. 2 Y` k� 6/Of r, Q - r, � PT, 4- jz D2 6-4 o ¢ —2� 12 1 OUTDOOR LIVING 10'-0"CLG. ri�- OF'T. rr �OPT, r � �T 1ST FLOOR SCALE: 1/4" = 1' MASTER BEDRM I I 1a-a'cLG, � I I I t�FT r. � .. H3 © I CALC AREA 2 ` R J 20 X 20 SPACING I „ C=) j 'c co KITCHEN 1 a-0" CLG. -3'-11" PORCH 10'-0" CLG. yi � I �'r L 4 __� •r J PDR F 32 S . FT. 9-01 CLG. _ f I MASTER BATH 101_0• CLG. lof16 S . Fr. �; 11 10'-0" CLG. i 9'-2� .� ^I i 1 —4 — — ,I I, Cr i I, iI Dou 2 47 Ff. BA.2 I{ W.I.C. i1 104" CLG. ' _ { �r II ----------------- h ' LA 1 ■iL�E11i+L�cl OPEN TO BEL= T Irr ,�tii L . ........ OP' . HCG,< HI-LVES DIN 1" x 10-0 18 2ND FLOOR SCALE:114" = 1' GARAGE RETREAT 9'-0"CLG. D4 I � I H4 I ,` Ir I 15 BATH 3 s'-a• GLG. a PORTICO 10'-a' CLG. 746' � V �' "BEDRM 2 10{ a" CLG. r� 1 20� 20 SPACING 1 R� -0 11 f rr FIT. � � �.a• CP'T. 7[ f. J. 8'-11 Ord I r CID I _i 6' r 0 7 6._3 d I r in 1" RISER 4� CALC AREA 3 1 " 74r! BEDRM 3 g'_Q" CLG. r � t� DIV k trail I LO }-5'-1 D5 -r � CEILING FAN OPT. AT BEDRM 3 SCALE: 1/4' = 1' NOTE: ADD HEAD TO AVOID CEILING FAN 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 GPNVso.FL DESIGNED AREA OF DISCHARGE 2 HEAD GALS. 2ss sQ-Fr- SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 2s.o9s GPM RESIDUAL PRESSURE 22.696 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.096 GPM RESIDUAL PRESSURE 53.e2s PS, *SAFTEY FACTOR 11.936 P� 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 Q BASIS OF DESIGN DENSITY: Z5 GPM/SD.FT. DESIGNED AREA OF DISCHARGE 1 HEAD CALL. 4oG sQ.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 20.024 GPM RESIDUAL PRESSURE 24.9ss Psl SYSTEM DEMAND AT SOURCE GPM DISCHARGE 25.024 GPM RESIDUAL PRESSURE 50.425 Psl *SAFTEY FACTOR 15.250 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PFR NFPA 13D, 2013 EDITION LOCATION I CALCAREA 3 NO. OF: SPRINKLERS L BASIS OF DESIGN DENSITY: 05 GPMISQ_Fi. DESIGNED AREA OF DISCHARGE 2 HE4D CALC, 256 ZFr. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 2$.254GPM RESIDUAL PRESSURE 22."e PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31,254 GPM RESIDUAL. PRESSURE 63-739 PSI *SAFTEY FACTOR 11.925 PSI HYDRAULIC - SYSTEM HYDRAULIC -- SYSTEM HYDRAULIC SYSTEM THIS BUILDING IS PROTECTED THIS BUILDING IS PROTECTED THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED BY A HYDRAULICALLY DESIGNED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION PER NFPA 13D, 2013 EDITION PER NFPA 13D, 2013 EDITION LOCATION ALT. CALC'AREA 1 LOCATION ALT. CALC AREA 2 LOCATION ALT. CALL AREA 3 NO. OF SPRINKLERS NO. OF SPRINKLERS �� NO. OF SPRINKLERS 2 BASIS OF DESIGN BASIS OF DESIGN BASIS OF DESIGN DENSITY:1.05 GPMso,s r- DENSITY: 1,05 GPMtsQ.Fr, DENSITY: on GPi�ISd.FT. DESIGNED AREA OF DISCHARGE DESIGNED AREA OF DISCHARGE DESIGNED AREA OF DISCHARGE 2 HEAD CALC. 256 SO.FF. 1 HEAD CALL. 400 SG1-FT. 2 HEAD CALL, 25B SGl.FT, SYSTEM DEMAND AT THE BASE OF RISER SYSTEM DEMAND AT THE BASE OF RISER SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 28.096GPM GPM DISCHARGE 20,024GPM GPM DISCHARGE 2s.28iGPM RESIDUAL PRESSURE 21.s22 Psl RESIDUAL PRESSURE 24,481 PSI RESIDUAL PRESSURE 19.655 PSI SYSTEM DEMAND AT SOURCE SYSTEM DEMAND AT SOURCE SYSTEM (DEMAND AT SOURCE GPM DISCHARGE 31.D96 GPM GPM DISCHARGE 25.024 GPM GPM DISCHARGE 31.287 GPM RESIDUAL PRESSURE 52.651 Psl RESIDUAL PRESSURE 49.907 PSI RESIDUAL PRESSURE 50.98D PSI *SAFTEY FACTOR 13.013 PSI *SAFTEY FACTOR 15.7sa Psl *SAFTEY FACTOR 14.683 Psl Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 5 1/2" 4.9 RELIABLE F1RES49 7/16 FR 175 BB PD on Drop • 21 1/2" 4.9 RELIABLE RFC49 7/16 FR 165 B2 CC on Drop 26 - Total Number of Heads This Floor ALT. RISER LOCATION -1ST rLOOR SCALE: 1/4" = 1' ___ 47 53. Fr _ CALC AREA 3 1 —9 EDRM 3 0" CLG. x 1z ALT. RISER LOCATION - 2ND FLOOR 142 MECHANICAL LICENSE NO. 890694 CUSTOM, TRACT, MULTI -FAMILY AND COMMERCIAL DESIGN, ENGINEERING AND INSTALLATION • 9225 STELLAR COURT SUITE A CORONA, CA 92883 PH - 951-667-4220 FAX - 951-667-4216 • The recipient of these plans hereby acknowledges that all plans, details, specifications or methods of installation contained in this set of Oans is the sole proper#y 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. CLASSIFICATION c'o iL C-1 6 0 LICENSE NO. 890694 OF Cp- LLI LL m O ILL ILL ILL ILL: w LLI Z c!3 r1] V3 I %J J �G ma L1I �T4 0coNc d U7 00 = � Id- Z — 0- U � V] z U� tY� 00 d(9 a 0U� � W Q Qd a- AC ¢ �Q p� o ~ U_ °z ao ° Q ' W NOTES REVISIONS NC_ DATE ❑FSCRIPTION NOTES: A. ALL HEAD SPACING TO BE 16'X16', UNLESS OTHERWISE NOTED. B. A 20X20 HEAD TO BE USED IN COMPARTMENTS LESS THAN 400 SQ. FT. AND LESS THAN 20 FT. IN EACH DIRECTION. C. ALL PIPES TO BE 1' CPVC, UNLESS OTHERWISE NOTED. D. ALL HEAD DROPS TO BE 1" CPVC, UNLESS OTHERWISE DOTED. 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 UJ INSULATION ON THE ATTIC SIDE OF THE PIPING TO AVOID EXPOSURE > OF THE PIPES RATED TEMPERATURE. PER NFPA 13D EDITION EXCLUDING: 1❑ 8.2.5.7 SHADOW AREAS: SHADOW AREAS SHOULD BE PERMITTED IN W � _ � THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 SO. FT. PER SPRINKLER W < z 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS 55 SQ, _ FT. AND LESS 3[] 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, U) = Z LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE W J --j FOLLOWING CONDITIONS: < 1. THE AREA OF THE SPACE DOES NOT EXCEED 24 SO, FT. J 2, THE SHORTEST DIMENSION DEOS NOT EXCEED 3 FT, 0 ' - 117*4 1 THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED —COMBUSTIBLE MATERIALS 0— AS DEFINED IN NFPA 220. 100 C:) 8.2.5.1 CLOSETS: IN ALL CLOSETS AND COMPARTMENTS INCLUDING 00 THOSE SOUDING MECHANICAL EQUIPMENT, THAT ARE NOT LARGER THAN 400 FP A SINGLE PRINKLER AT THE HIGHEST CEILING SPACE SHALL BE SUFFICIENT WITHOUT REGARD T OBSTRUCTIONS OR MINIMUM DISTANCES TO WALL, 0 8.3.7 SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE FOLLOWING CONDITIONS: 1. THE TOTAL VOLUME OF ALL UNPROTECTED CEILING POCKETS IN A COMPARTMENT DOES NOT EXCEED 100 FP 2. THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE PAGE NAME: PIPING PLAN DATE 03/25/2016 DESIGNER EDWARD HERNANDEZ SHEET SIZE 24" X 36" IF SHFFT IS LESS THAN s4" k 36" IT I$ A REDUCED PRINT SCALE REDUCE ACCORDINGLY SCALE: 114"=1'-0" JOB NUM14FR: F-0000 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 FPSHALL BE PERMITTED TO HAVE A PLASTIC COVER. FP2 SCALE:1/8" = 1' SCALE: 1/4" = 1' 'TR Residential Connection Charge Estimate ('smw-Date: June 28, 2016 Customer Name: RREF II- CWC LAQ, LLC Phone No. (760) 918-6768 Parcel No. 775-400-038 Geo. 06-07-21-2 Address: 80422 Platinum Way, La Quinta LID: 887904 Block No. Lot No. 38 Size of Lot: 5,663 sq. ft. Tract No. 36537-1 Type of Service: R-1: Duplex: ❑ Triplex: ❑ Apts: ❑ SWSC: $ - Acres: 0.13 SWSC:!$13,011.00 /acre WSBFC: $ - SCC: $ 4,851.00 Treatment: $2,436/edu Collection: $2,415/edu Meter: $ 3q �1, Meter size: 3/4 inch Meter surcharge: $ Service Size:' 1 inch Service: $ - Meter & Service: $ Backflow: $ - Other: $ - Sewer Lateral: $ - Total: $ j , Z�� I ndon/Relocate: Notes: Tract No. 36537-1, Per Wellsite Agreement, no WSBFC. All SWSC paid on PZ 15-6563. Collect only SCC. PZ 16-6897 by: TWTP Date: 7 1 Technician: Ruben Montiel fees Approved 1. Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 24 9PM Max. Flow*= ,C)'9 gpm Min. Pressure= 37.5 psi Inlet Pressure 1= psi Fire Sprinkler Demand* Outlet Pressure= psi Max. Flow= 31.09 gpm Min. Pressure= 27.2 psi Meter Size = inch System Type: 0 ❑ Service Size= inch Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=50', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations: Lake Cahuilla oFassi 6725 -32' PZ= Res. # = Res./Ht-, o�� j RG�� y HGL- 145 Property Elev.- -13 C a C 79673 A Ps = 75.3 psi Po = 36.5 psi 1" Service hL = 23.3 psi Rr� clvi\- 3/4" Meter hL = 15.5 psi ` OF cw�° Appoved by -.Jesse Aguilar Date:7-11-16 The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. *********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 4 Location ALT. CALC AREA 1 System Contract Data File ALT. PLAN4 CA1 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date 03/28/16 Location - ALT. CALC AREA 1 Building - PLAN 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combus ible 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 26.1 Psi Required 21.522 '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: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. HACIENDAS Page 2 Date 03/28/16 City Water Supply: Demand: Cl - Static Pressure 65.7 D1 - Elevation 8.662 C2 - Residual Pressure: 18 D2 - System Flow 26.096 C2 - Residual Flow 1500 D2 - System Pressure 52.651 Hose ( Demand) : 5 D3 - System Demand 31.096 Safety Margin 13.013 150 i 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 D3 40 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOWN"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Fitting Legend Abbrev. Name 1/2 3/4 1 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 01 CPVC Tee - Branch 3 3 5 R - CPVC Coupling Tee - Run 1 1 1 S NFPA 13 Swing Check 0 0 5 T NFPA 13 90' Flow thru Tee 3 4 5 Units Summary Page 3 Date 03/28/16 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 7 9 11 14 16 19 22 27 32 45 55 65 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical Inc. HACIENDAS Node Elevation K-Fact No. H 1 13.0 4.9 H2 13.0 4.9 H3 10.0 H4 20.0 H5 20.0 Di 14.0 D2 14.0 1 14.0 2 14.0 3 14.0 4 14.0 5 11.0 D3 11.0 6 11.0 7 11.0 8 11.0 10 11.0 11 11.0 12 11.0 13 14.0 TRA 11.0 14 21.0 D5 21.0 D4 21.0 15 21.0 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 Actual 7.04 na 7.14 na 12.5 na 10.33 na 10.47 na 6.85 na 6.96 na 7.14 na 9.95 na 10.16 na 10.42 na 11.94 na 12.07 na 12.33 na 13.7 na 14.16 na 13.78 na 13.83 na 12.13 na 10.42 na 14.56 na 10.09 na 10.04 na 9.9 na 9.9 na 21.52 na 22.45 na 2a.88 na 26.03 na 36.83 na 50.91 na 50.92 na 50.92 na 50.92 na 52.65 na Flow Density Actual 130 0.05 13.1 0.05 5.o The maximum velocity is 20.62 and it occurs in the pipe between nodes M1 and M2 Page 4 Date 03/28/16 Area Press Req. 256 7.039 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 5 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 H2 to D2 H3 to D3 13.00 13.0 0.0 13.00 13.10 13.1 0.0 13.10 0.0 0.0 1.101 150.0 0.0306 1.101 150.0 0.0311 _ 1.101 150.0 0.0 N N O 7.0 0.0 0.0 7.0 0.0 00 5.0 0.0 0.0 1.000 7.000 8.000 1.000 7.000 8.000 1.000 5.000 6.000 7.039, -0.433 0.245 6.851 7.143 0.433 0,249 6.959 12.498 -0.433 0.0 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.41 K Factor = 4.97 Vel = 0 0.0 0.0 12.065 K Factor = 0 H4 0.0 1.101 N 7.0 1.000 10.329 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 9.896 K Factor = 0 H5 0.0 1.101 O 5.0 1.000 10.475 to 150.0 0.0 5.000 -0.433 D5 0.0 0.0 0.0 6.000 0.0 Vel = 0 0.0 0.0 10.042 K Factor = 0 D1 13.00 1.101 R 1.0 8.417 6.851 to 150.0 0.0 1.000 0.0 1 13.0 0.0307 0.0 9.417 0.289 Vel = 4.38 0.0 13.00 7.140 K Factor = 4.87 D2 13.10 1.101 O 5.0 0.833 6.959 to 150.0 0.0 5.000 0.0 1 13.1 0.0310 0.0 5.833 0.181 Vel = 4.41 1 13.00 1.101 R 1.0 17.250 7.140 to 150.0 N 7.0 8.000 0.0 2 26A 0.1113 0.0 25.250 2.811 Vel = 8.80 2 0.0 1.101 R 1.0 0.917 9.951 to 150.0 0.0 1.000 0.0 3 26.1 0.1111 _0.0 1.917 0.213 Vel = 8.80 3 -15.27 1.101 N 7.0 4.583 10.164 to 150.0 0.0 7.00.0 0.0 4 10.83 0.0219 0.0 11.583 0.254 Vel = 3.65 4 0.0 1.101 N 7.0 3.000 10.418 to 150.0 0.0 7.000 1.299 5 10.83 0.0219 0.0 10.003 0.219 Vel = 3.65 5 0.0 1.101 R 1.0 4.917 11.936 to 150.0 0.0 1.000 0.0 D3 10.83 0.0218 0.0 5.917 0.129 Vel = 3.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes .:. Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D3 0.0 1.101 N 7.0 to 150.0 0.0 6 10.83 0.0219 0.0 6 to 7 7 to 8 8 to TRA 8 to 10 10 to 11 11 to 16 0.0 1.101 150.0 10.83 0.0219 0.0 1.101 150.0 10.83 0.0219 9.12 1.101 150.0 19.95 0.0678 0.0 19.95 -9.11 1.101 150.0 -9.11 -0.0159 15.26 1.101 150.0 6.15 0.0077 0.0 1.101 150.0 6.15 0.0076 0.0 6.15 4R 4.0 N 7.0 0.0 R 1.0 O 5.0 0.0 O 5.0 0.0 0.0 3R 3.0 0.0 0.0 O 5.0 0.0 0.0 N 7.0 0.0 0.0 5.167 12.065 7.000 0.0 12.167 0.267 51.667 12.332 11.000 0.0 62.667 1.371 14.667 13.703 6.000 0.0 20.667 0.452 0.917 14.155 5.000 0.0 5.917 0.401 14.556 20.333 3.000 23.333 1.000 5.000 6.000 10.000 7.000 17.000 14.155 0.0 -0.370 13.785 0.0 4.764 0.130 Vel = 3.65 Vel = 3.65 Vel = 3.65 Vel = 6.72 K Factor = 5.23 Vel = 3.07 Vel = 2.07 Vel = 2.07 K Factor = 1.42 10 -15.26 1.101 3R 3.0 30.000 13.785 to 150.0 N 7.0 10.000 0.0 12 -15.26 -0.0413 0.0 40.000 -1.651 Vel = 5.14 12 0.0 1.101 N 7.0 3.000 12.134 to 150.0 0.0 7.000 -1.299 13 -15.26 -0.0413 0.0 10.000 -0.413 Vel = 5.14 13 0.0 1.101 O 5.0 1.250 10.422 to 150.0 0.0 5.000 0.0 3 -15.26 -0.0413 0.0 6.250 -0.258 Vel = 5.14 0.0 -15.26 10.164 K Factor = -4.79 TRA -6.15 1.101 N 7.0 10.000 14.556 to 150.0 0.0 7.000 -4.331 14 -6.15 -0.0077 0.0 17.000 -0.131 Vel = 2.07 14 0.0 1.101 R 1.0 5.833 10.094 to 150.0 0.0 1.000 0.0 D5 -6.15 -0.0076 0.0 6.833 -0.052 Vel = 2.07 D5 0.0 1.101 N 7.0 11.000 10.042 to 150.0 R 1.0 8.000 0.0 15 -6.15 -0.0077 0.0 19.000 -0.146 Vel = 2.07 0.0 -6.15 9.896 K Factor = -1.95 D4 0.0 1.101 O 5.0 1.583 9.896 to 150.0 0.0 5.000 0.0 15 0.0 0.0 0.0 6.583 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Oa Dia. Fitting PipE! Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 to 16 -6.15 1.101 150.0 -6.15-0.0077 0.0 -6.15 TRA 26.10 1.101 to 150.0 BR 26.1 0.1113 BR aw1.101 to 150.0 X 31.1 0.1538 X 0.0 1.598 to 150.0 EL 31.1 0.0251 EL 0.0 1.598 to 150.0 M1 31.1 0.0251 M 1 0.0 0.785 to 150.0 M2 31.1 0.8000 M2 0.0 0.995 to 150.0 CM 31.1 0.2520 CM 0.0 7.68 to 150.0 101 31.1 0.0 101 -19.60 7.68 to 150.0 100 11.5 0.0 100 0.0 7.68 to 150.0 102 11.5 0.0 _ 0.0 11.50 101 19.59 7.68 to 150.0 102 19.59 0.0 102 11.51 7.68 to 150.0 SRC 31.1 0.0001 0.0 31.10 2N 14.0 R 1.0 0.0 2 R 2.0 . S 9.563 N 7.0 O 5.0 0.0 0.0 E 5.828 0.0 0.0 _ E 5.828 0.0 0.0 0.0 0.0 T 5.841 0.0 0.0 19.583 9.896 15.000 9.095 34.583 -0.266 Vel = 2.07 18.725 K Factor = -1.42 9.000 14.556 18.562 3.898 27.562 3.068 Vel = 8.80 1.000 5.000 6.000 5.000 5.828 10.828 40.000 5.828 45.828 1.000 0.0 1.000 50.000 5.841 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 0.0 010 10.000 21.522 Qa = 5 0.0 0.923 Vel = 10.48 22.445 2.166 0.272 Vel = 4.98 24.883 0.0 1.149 Vel = 4.98 26.032 10.000 * * Fixed Loss = 10 0.800 Vel = 20.62 36.832 0.0 14.074 Vel = 12.83 50.906 0.0 0.009 Vel = 0.22 50.915 0.0 0.002 50.917 0.0 50.918 50.915 0.0 0.003 50.918 1.732 0.001 52.651 Vel = 0.08 Vel = 0.08 K Factor = 1.61 Vel = 0.14 Vel = 0.22 K Factor = 4.29 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 4 Location ALT. CALC AREA 2 System Contract Data File ALT. PLAN4 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. HACIENDAS Page 1 Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - ALT. CALC AREA 2 Building - PLAN 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16 K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 24.481 Summary C-Factor Used: Overhead 150 W Water Flow Test: Pump Data: A Date of Test - 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 AT BR Underground 150 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Fioute 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. Page 2 HACIENDAS Date 03/28/16 City Water Supply: Cl - Static Pressure 65.7 C2 - Residual Pressure: 18 C2 - Residual Flow . 1500 Demand: D1 - Elevation 7.363 D2 - System Flow 20.024 D2 - System Pressure 49.907 Hose ( Demand ) : 5 D3 - System Demand 25.024 Safety Margin : 15.768 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 D3 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Page 3 Date 03/28/16 Fitting Legend Abbrev. Name 1/2 1 11/4 1' 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 O' CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 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. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. H1 13.0 16.34 na H2 13.0 16.34 na H3 10.0 4.9 10.7 na 2002.0.05 400 16.7 H4 20.0 14.63 na H5 20.0 14.71 na D1 14.0 15.91 na D2 14.0 15.91 na 1 14.0 15.91 na 2 14.0 15.91 na 3 14.0 15.91 na 4 14.0 15.68 na 5 11.0 16.79 na D3 11.0 16.68 na 6 11.0 16.9 na 7 11.0 18.06 na 8 11.0 18.45 na 10 11.0 18.29 na 11 11.0 18.32 na 12 11.0 17.52 na 13 14.0 16.03 na TRA 11.0 18.7 na 14 21.0 14.3 na D5 21.0 14.27 na D4 21.0 14.2 na 15 21.0 14.2 na BR 2.0 24.48 na 5-0 X 2.0 25.1 na EL -3.0 27.45 na M1 -3.0 28.22 na M2 -3.0 38.75 na CM -3.0 48.17 na 101 -3.0 48.17 na 100 -3.0 48.17 na 102 -3.0 48.17 na SRC -7.0 49.91 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 Ftna's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 H2 to D2 H3 to D3 H4 to D4 H5 to D5 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 0.0 20.02 1.101 150.0 20.02 0.0682 0.0 20.02 0.0 1.101 150.0 0.0 -0.0001 0.0 0.0 0.0 1.101 150.0 0.0-0.0002 0.0 _ 0.0 D1 0.0 1.101 to 150.0 1 0.0 0.0 0.0 0.0 D2 0.0 1.101 to 150.0 1 0.0 0.0 1 0.0 1.101 to 150.0 2 0.0 0.0 2 0.0 1.101 to 150.0 3 0.0 0.0 3 -10.12 1.101 to 150.0 4 -10.12 -0.0193 4 0.0 1.101 to 150.0 5 -10.12 -0.0193 5 0.0 1.101 to 150.0 D3 -10.12 -0.0193 N 7.0 1.000 16.340 0.0 7.000 -0.433 0.0 8.000 0.0 15.907 N 7.0 1.000 16.340 0.0 7.000 -0.433 0.0 8.000 0.0 15.907_ O 5.0 1.000 16.700 0.0 5.000 -0.433 0.0 _ 6.000 0.409 16.676 N 7.0 1.000 14.630 0.0 7.000 -0.433 0.0 8.000 -0.001 14.196 O 5.0 1.000 14.708 0.0 5.000 -0.433 0.0 6.000 -0.001 14.274 R 1.0 8.417 15.907 0.0 1.000 0.0 0.0 9.417 0.0 15.907 O 5.0 0.833 15.907 0.0 5.000 0.0 0.0 i 5.833 0.0 R 1.0 17.250 15.907 N 7.0 8.000 0.0 0.0 25.250 0.0 R 1.0 0.917 15.907 0.0 1.000 0.0 0.0 1.917 0.0 N 7.0 4.583 15.907 0.0 7.000 0.0 0.0 11.583 -0.223 N 7.0 3.000 15.684 0.0 7.000 1.299 0.0 10.000 -0.193 R 1.0 4.917 16.790 0.0 1.000 0.0 0.0 5.917 -0.114 Vet = 0 K Factor = 0 Vel =0 K Factor = 0 K Factor = 4.90 Vel = 6.75 K Factor = 4.90 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 Vel=0 Vel = 0 Vel = 3.41 Vel = 3.41 Vel = 3.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 6 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 D3 20.03 1.101 N to 150.0 6 9.91 0.0186 6 0.0 1.101 4R to 150.0 N 7 9.91 0.0186 7 0.0 1.101 R to 150.0 O 8 9.91 0.0185 8 5.73 1.101 O to 150.0 TRA 15.64 0.0431 0.0 15.64 8 -5.73 1.101 3R to 150.0 10 -5.73-0.0067 10 10.12 1.101 O to 150.0 11 4.39 0.0042 11 0.0 1.101 N to 150.0 16 4.39 0.0041 0.0 4.39 _ 10 -10.12 1.101 3R to 150.0 N 12 -10.12 -0.0193 12 0.0 1.101 N to 150.0 13 -10.12 -0.0193 13 0.0 1.101 O to 150.0 3 -10.12 -0.0194 0.0 -10.12 7.0 5.167 16.676 0.0 7.000 0.0 0.0 12.167 0.226 4.0 51.667 16.902 7.0 11.000 0.0 0.0 62.667 1.163 1.0 14.667 18.065 5.0 6.000 0.0 0.0 20.667 0.383 5.0 0.917 18.448 0.0 5.000 0.0 0.0 5.917 0.255 3.0 0.0 0.0 5.0 0.0 0.0 7.0 0.0 0.0 3.0 7.0 0.0 7.0 0.0 0.0 5.0 0.0 0.0 TRA -4.39 1.101 N 7.0 to 150.0 0.0 14 -4.39 -0.0041 0.0 14 0.0 1.101 R 1.0 to 150.0 0.0 D5 -4.39 -0.0042 0.0 D5 0.0 1.101 N 7.0 to 150.0 R 1.0 15 -4.39 -0.0041 0.0 0.0 -4.39 D4 0.0 1.101 C to 150.0 15 0.0 0.0 20.333 3.000 23.333 1.000 5.000 6.000 10.000 7.000 17.000 Vel = 3.34 Vel = 3.34 Vel = 3.34 Vel = 5.27 18.703 K Factor = 3.62 18.448 0.0 -0.157 Vel = 1.93 18.291 0.0 0.025 Vel = 1.48 18.316 4.764 0.070 Vel = 1.48 23 150 K Factor = 0.91 30.000 18.291 10.000 0.0 40.000 -0.771 3.000 7.000 10.000 1.250 5.000 6.250 17.520 -1.299 -0.193 16.028 0.0 -0.121 Vel = 3.41 Vel = 3.41 Vel = 3.41 _ 15.907 K Factor = -2.54 10.000 18.703 7.000 -4.331 17.000 -0.069 Vel = 1.48 5.833 14.303 1.000 0.0 6.833 -0.029 Vel = 1.48 11.000 14.274 8.000 0.0 19.000 -0.078 Vel = 1.48 14.196 K Factor = -1.17 5.0 1.583 14.196 0.0 5.000 0.0 0.0 6.583 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Tote I Pf Pn 15 to 16 TRA to BR BR to X _ X to to to M2 M2 to CM CM to 101 101 to 100 100 to 102 101 to 102 102 to SRC -4.39 1.101 150.0 -4.39 -0.0041 0.0 -4.39 20.02 1.101 150.0 20.02 0.0682 5.00 1.101 150.0 25.02 0.1030 0.0 1.598 150.0 25.02 0.0167 0.0 1.598 150.0 25.02 0.0168 0.0 0.785 150.0 25.02 0.5350 0.0 0.995 150.0 25.02 _ 0.1686 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 _ 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 2N 14.0 19.583 14.196 R 1.0 15.000 9.095 0.0 34.583 -0.141 23.150 211 2.0 9.000 18.703 S 9.563 18.562 3.898 N 7.0 27.562 1.880 O 5.0 1.000 24.481 0.0 5.000 0.0 0.0 6.000 0.618 E 5.828 5.000 25.099 0.0 5.828 2.166 0.0 10.823 0.181 E 5.828 40.000 27.446 0.0 5.828 0.0 0.0 45.828 0.769 0.0 1.000 28.215 0.0 0.0 10.000 0.0 1.000 0.535 T 5.841 50.00) 38.750 0.0 5.841 0.0 0.0 55.841 9.417 F 11.278 690.000 48.167 T 43.857 55.13,15 0.0 0.0 745.135 0.006 F 11.278 880.000 48.173 T 43.857 55.135 0.0 0.0 935.135 0.001 2F 22.555 445.000 48.174 T 43.857 66.412 0.0 0.0 511.412 0.001 48.175 F 11.278 485.000 48.173 T 43.857 55.135 0.0 0.0 540.135) 0.002 0.0 10.000 48.175 0.0 0.0 1.732 0.0 10.000 0.0 49.907 Vel = 1.48 K Factor = -0.91 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 = 1.33 Vel = 0.11 Vel = 0.17 K Factor = 3.54 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 4 Location 'ALT. CALC AREA 3 System Contract Data File ALT. PLAN4 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 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ¢.) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y S T E M D E S I G N Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Date Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added - Elevation at Highest Outlet - Note: Gpm System Type Psi (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 Calculation Gpm Required -26.2.9 Psi Required 19.65 MAT 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. Page 2 HACIENDAS Date 03/28/16 City Water Supply: C1 - Static Pressure 65.7 C2 - Residual Pressure: 18 C2 - Residual Flow : 1500 Demand: D1 - Elevation 11.694 D2 - System Flow . 26.287 D2 - System Pressure 50.980 Hose ( Demand ) 5 D3 - System Demand 31.287 Safety Margin 14.683 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 D3 30 C2 20 10 --------------- 200 400 600 800 1000 1200 1400 1600 1800 FLOW (NA1.85) 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 N CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 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 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 4.0 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. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H1 13.0 11.53 na H2 13.0 11.53 na H3 10.0 121,86 na H4 20.0 4.9 7.04 na 13.(] 0.05 256 7.039 H5 20.0 4.9 7.35 na 1:5-25 0.05 256 7.0 D1 14.0 11.1 na D2 14.0 11.1 na 1 14.0 11.1 na 2 14.0 11.1 na 3 14.0 11.1 na 4 14.0 11.11 na 5 11.0 12.42 na D3 11.0 12.43 na 6 11.0 12.45 na 7 11.0 12.52 na 8 11.0 12.55 na 10 11.0 12.33 na 11 11.0 12.23 na 12 11.0 12.38 na 13 14.0 11.09 na TRA 11.0 12.65 na 14 21.0 7.46 na D5 21.0 7.11 na D4 21.0 6.85 na 15 21.0 7.05 na BR 2.0 19 655 na 5-0 X 2.0 20.59 na EL -3.0 23.03 na M1 -3.0 24.19 na M2 -3.0 35.0 na CM -3.0 49.24 na 101 -3.0 49.24 na 100 -3.0 49.25 na 102 -3.0 49.25 na SRC -7.0 50.98 na The maximum velocity is 20.74 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 0.0 1.101 N 7.0 1.000 11.530 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.097 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 11.530 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 11.097 K Factor = 0 H3 0.0 1.101 O 5.0 1.000 12.864 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 12.431 K Factor = 0 H4 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H5 13.29 1.101 O 5.0 1.000 [7 3 V 3 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 D5 13.29 0.0318 0.0 6.000 0.191 Vel = 4.48 0.0 13.29 7.111 K Factor = 4.98 D1 0.0 1.101 R 1.0 8.417 11.097 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 9.417 0.0 Vel = 0 0.0 _ 0.0 11.097 K Factor = 0 D2 0.0 1.101 O 5.0 0.833 11.097 to 150.0 0.0 5.00) 0.0 1 0.0 0.0 0.0 5.833 0.0 Vel = 0 1 0.0 1.101 R 1.0 17.251D 11.097 to 150.0 N 7.0 8.000 0.0 2 0.0 0.0 0.0 25.250 0.0 Vel = 0 2 0.0 1.101 R 1.0 0.917 11.097 to 150.0 0.0 1.000 0.0 _3 0.0 0.0 _0.0 1.917 0.0 Vel =0 3 2.31 1.101 N 7.0 4.583 11.097 to 150.0 0.0 7.000 0.0 4 2.31 _ 0.0013 0.0 _ 11.583 0.015 Vel = 0.7_8 4 0.0 1.101 N 7.0 3.000 _ 11.112 _ to 150.0 0.0 7.000 1.299 5 2.31 0.0012 0.0 10.000 0.012 Vel = 0.78 5 0.0 1.101 R 1.0 4.917 12.423 _ to 150.0 0.0 1.000 0.0 D3 2.31 0.0014 0.0 5.917 0.008 Vel = 0.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 6 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 D3 N 7.0 5.167 12.431 0.0 1.101 to 150.0 0.0 7.000 0.0 6 2.31 0.0012 0.0 12.167 0.015 Vel = 0.78 6 0.0 1.101 4R 4.0 51.667 12.446 to 150.0 N 7.0 11.000 0.0 7 2.31 0.0012 0.0 62.667 0.078 Vel = 0.78 7 0.0 1.101 R 1.0 14.667 12.524 to 150.0 O 5.0 6.000 0.0 8 2.31 0.0013 0.0 20.667 0.026 Vel = 0.78 8 6.94 1.101 O 5.0 0.917 12.550 to 150.0 0.0 5.000 0.0 TRA 9.25 0.0164 0.0 5.917 0.097 Vel = 3.12 0.0 9.25 12.647 K Factor = 2.60 8 -6.95 1.101 3R 3.0 20.333 12.550 to 150.0 0.0 3.000 0.0 10 -6.95 -0.0096 0.0 23.333 -0.224 Vel = 2.34 _ 10 -2.30 1.101 O 5.0 1.000 12.326 to 150.0 0.0 5.000 0.0 11 -9.25 -0.0163 0.0 6.000 -0.098 Vel = 3.12 11 0.0 1.101 N 7.0 10.000 12.228 to 150.0 0.0 7.000 4.764 16 -9.25 -0.0164 0.0 17.000 -0.278 Vel = 3.12 0.0 -9.25 16.714 K Factor = -2.26 10 2.31 1.101 3R 3.0 30.000 12.326 to 150.0 N 7.0 10.000 0.0 12 2.31 0.0012 0.0 40.000 0.050 Vel = 0.78 12 0.0 1.101 N 7.0 3.000 12.376 to 150.0 0.0 7.000 -1.299 13 2.31 0.0012 0.0 10.000 0.012 Vel = 0.78 13 0.0 1.101 O 5.0 1.250 11.089 to 150.0 0.0 5.000 0.0 3 2.31 0.0013 0.0 6.250 0.008 Vel = 0.78 0.0 2.31 11.097 K Factor = 0.69 TRA -17.03 1.101 N 7.0 10.000 12.647 to 150.0 0.0 7.000 -4.331 14 -17.03 -0.0505 0.0 17.000 -0.859 Vel = 5.74 14 0.0 1.101 R 1.0 5.833 7.457 to 150.0 0.0 1.000 0.0 D5 -17.03 -0.0506 0.0 6.833 -0.346 Vel = 5.74 D5 13.28 1.101 N 7.0 11.000 7.111 to 150.0 R 1.0 8.000 0.0 15 -3.75 -0.0031 0.0 19.000 -0.058 Vel = 1.26 0.0 -3.75 7.053 K Factor = -1.41 _ D4 13.00 1.101 O 5.0 1.583 6.851 to 150.0 0.0 5.000 0.0 15 13.0 0.0307 0.0 6.583 0.202 Vel = 4.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **`**' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 -3.75 1.101 2N 14.0 19.583 7.053 to 150.0 R 1.0 15.000 9.095 16 9.25 0.0164 0.0 34.583 0.566 Vel = 3.12 0.0 9.25 16.714 K Factor = 2.26 TRA 26.29 1.101 2R 2.0 9.000 12.647 to 150.0 , S 9.563 18.562 L .898 BR 26.29 0.1128 N 7.0 27.562 3.110 Vel = 8.86 BR a.0dro' 1.101 to 150.0 X 31.29 0.1557 X to EL EL to to M2 M2 to to 101 101 to 100 100 to 102 101 to 102_ 102 to 0.0 1.598 150.0 31.29 0.0253 0.0 1.598 150.0 31_29 0.0254 0.0 0.785 150.0 31.29 0.8090 0.0 0.995 150.0 31.29 0.2549 0.0 7.68 150.0 31.29 0.0 -19.72 7.68 150.0 11.57 0.0 0.0 7.68 150.0 11.57 0.0 0.0 11.57 19.71 7.68 150.0 19.71 0.0 11.58 7.68 150.0 31.29 0.0001 0.0 31.29 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 19.655 0.0 0.934 20.589 2.166 0.274 23.029 0.0 1.163 24.192 10.000 0.809 35.001 0.0 14.235 49.236 0.0 0.008 49.244 0.0 0.002 Qa=5 Vel = 10.54 Vel = 5.01 Vel = 5.01 " " Fixed Loss = 10 Vel = 20.74 Vel = 12.91 Vel = 0.22 Vel = 0.08 49.246 0.0 0.001 Vel = 0.08 49.247 K Factor = 1.65 F 11.278 485.000 49.244 T 43.857 55.135 0.0 0.0 540.135 0.003 0.0 0.0 0.0 49.247 1.732 0.001 50.980 Vel = 0.14 Vel = 0.22 K Factor = 4.38 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 4 Location CALC AREA 1 System Contract Data File PLAN4 CA1 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. Page 1 HACIENDAS Date 03/28/16 HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - CALC AREA 1 Building - PLAN 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 1010" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added - Elevation at Highest Outlet - Note: Calculation -ed Zfi:_I Summary C-Factor Used: W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y (X)NFPA 13D Date Gpm System Type Psi (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 Psi Required 22.696 AT BR Overhead 150 Underground 150 Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical Inc. Page 2 HACIENDAS Date 03/28/16 City Water Supply: Cl - Static Pressure 65.7 C2 - Residual Pressure: 18 C2 - Residual Flow : 1500 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 D: 40 30 10 D1 200 400 600 800 1000 1200 1400 FLOW (N 1 1.85) 1600 Demand: D1 - Elevation 8.662 D2 - System Flow 26.096 D2 - System Pressure 53.825 Hose ( Demand) 5 D3 - System Demand : 31.096 Safety Margin 11.838 1800 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 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. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. H1 13.0 4.9 7.04 na 110 0.05 256 7.039 H2 13.0 4.9 7.14 na 13.1 0.05 256 7.0 H3 10.0 12.69 na H4 20.0 9.62 na H5 20.0 9.69 na D1 14.0 6.85 na D2 14.0 6.96 na 1 14.0 7.14 na 2 14.0 9.95 na 3 14.0 10.16 na 4 14.0 10.5 na 5 11.0 12.09 na D3 11.0 12.26 na 6 11.0 12.61 na 7 11.0 14.38 na 8 11.0 13.7 na 10 11.0 13.31 na 11 11.0 13.33 na 12 11.0 12.0 na 13 14.0 10.37 na 9 11.0 13.67 na 14 21.0 9.28 na D5 21.0 9.25 na D4 21.0 9.18 na 15 21.0 9.18 na TR 11.0 15.73 na BR 2.0 22.7 na 5.0 X 2.0 23.62 na EL -3.0 26.06 na M1 -3.0 27.21 na M2 -3.0 38.01 na CM -3.0 52.08 na 101 -3.0 52.09 na 100 -3.0 52.09 na 102 -3.0 52.09 na SRC -7.0 53.82 na The maximum velocity is 20.62 and it occurs in the pipe between nodes M1 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 5 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv " `*"' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H1 to D1 13.00 13.0 1.101 150.0 0.0306 0.0 13.00 H2 ' 1.101 to 150.0 D2 13.1 0.0311 0.0 13.10 H3 to D3 H4 to D4 to D5 D1 to 1 D2 to 1 1 to 2 2 to 3 3 to 4 4 to 5 5 to D3 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 0.0 N 7.0 n n N 7.0 0.0 0.0 O 5.0 0.0 0.0 N 7.0 V 13.00 1.101 R 1.0 150.0 0.0 13.0 0.0307 0.0 0.0 13.00 13.10 1.101 O 5.0 150.0 0.0 13.1 0.0310 0.0 13.00 1.101 R 1.0 150.0 N 7.0 26.1 0.1113 0.0 0.0 1.101 R 1.0 150.0 0.0 26.1 _ 0.1111 0.0 -13.48 1.101 N 7.0 150.0 0.0 12.62 0.0290 0.0 0.0 1.101 N 7.0 150.0 0.0 12.62 0.0291 _ 0.0 0.0 1.101 R 1.0 150.0 0.0 12.62 0.0291 0.0 1.000 7.039 7.000 -0.433 8.000 0.245 6.851 1.000 7.143 7.000 -0.433 8.000 0.249 6.959 1.000 12.695 5.000 -0.433 6.000 0.0 12.262 1.00C 9.617 7.000 -0.433 8.000 0.0 9.184 1.000 9.686 5.000 -0.433 6.000 0.0 9.253 8.417' 6.851 1.000 0.0 9.417 0.289 K Factor = 4.90 Vel = 4.38 K Factor = 4.97 K Factor = 4.90 Vel = 4.41 K Factor = 4.97 Vet = 0 K Factor = 0 Vel = 0 K Factor = 0 Vel = 0 K Factor = 0 7.140 K Factor = 4.87 0.833 6.959 5.000 0.0 5.833 0.181 17.250 7.140 8.000 0.0 25.250 2.811 0.917 9.951 1.000 0.0 1.917 0.213 4.583 10.164 7.000 0.0 11.583 0.336 3.000 7.000 10.000 4.917 1.000 5.917 10.500 1.299 0.291 12.090 0.0 0.172 Vel = 4.41 Vel = 8.80 Vel = 8.80 Vel = 4.25 Vel = 4.25 Vel = 4.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "` "'' Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D3 to tr% to 8 8 to 9 0.0 1.101 150.0 12.62 0.0290 0.0 1.101 150.0 12.62 0.0290 -26.10 1.101 150.0 -13.48 -0.0328 9.39 1.101 150.0 -4.09 -0.0035 N 7.0 0.0 0.0 4R 4.0 O 5.0 0.0 R 1.0 O 5.0 0.0 N 7.0 0.0 0.0 -4.09 8 -9.38 1.101 3R 3.0 to 150.0 0.0 10 -9.38 -0.0168 0.0 10 13.47 1.101 O 5.0 to 150.0 0.0 11 4.09 0.0037 0.0 11 0.0 1.101 N 7.0 to 150.0 0.0 16 4.09 0.0036 0.0 0.0 4.09 10 -13.48 1.101 3R 3.0 to 150.0 N 7.0 12 -13.48 -0.0328 0.0 12 0.0 1.101 N 7.0 to 150.0 0.0 13 -13.48 -0.0328 0.0 13 0.0 1.101 O 5.0 to 150.0 0.0 3 -13.48 �A -0.0328 0.0 5.167 12.262 7.000 0.0 12.167 0.353 Vel = 4.25 51.667 12.615 9.000 0.0 60.667 1361 Vel = 4.25 14.667 14.376 6.000 0.0 20.667 -0.678 Vel = 4.54 0.917 13.698 7.000 0.0 7.917 -0.028 Vel = 1.38 13.670 K Factor = -1.11 20.333 13.698 3.000 0.0 23.333 -0.391 Vel = 3.16 1.000 13.307 5.000 0.0 6.000 0.022 Vel = 1.38 10.000 13.329 7.000 4.764 17.000 0.061 Vel = 1.38 18.154 K Factor = 0.96 30.000 13.307 10.000 0.0 40.000 -1.311 Vel = 4.54 3.000 11.996 7.000 -1.299 10.000 -0.328 Vel = 4.54 1.250 10.369 5.000 0.0 6.250 -0.205 Vel = 4.54 10.164 K Factor = -4.23 to 150.0 0.0 7.000 -4.331 14 -4.09 -0.0036 0.0 17.000 -0.062 Vel = 1.38 14 0.0 1.101 R 1.0 5.833 9.277 to 150.0 0.0 1.000 0.0 D5 -4.09 -0.0035 0.0 6.833 -0.024 Vel = 1.38 D5 0.0 1.101 N 7.0 11.000 9.253 to 150.0 R 1.0 8.000 0.0 15 -4.09 -0.0036 0.0 19.000 -0.069 Vel = 1.38 0.0 -4.09 9.184 K Factor = -1.35 D4 0.0 1.101 O 5.0 1.583 9.184 to 150.0 0.0 5.000 0.0 15 0.0 0.0 0.0 6.583 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting PipE! Pt Pt Ref. "C" or Ftnci's Pe Pv '**'"** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn to 7 to TR -4.09 1.101 150.0 -4.09 -0.0036 0.0 -4.09 26.10 1.101 150.0 26.1 0.1113 0.0 26.10 TR 26.10 1.101 to 150.0 BR 26.1 0.1113 BR.00 1.101 to 150.0 X 31.1 0.1540 X 0.0 1.598 to 150.0 EL 31.1 0.0250 EL 0.0 1.598 to 150.0 M 1 31.1 0.0251 M 1 0.0 0.785 to 150.0 M2 31.1 0.7990 M2 0.0 0.995 to 150.0 CM 31.1 0.2521 CM 0.0 7.68 to 150.0 101 31.1 0.0 _ 101 -19.60 7.68 to 150.0 100 11.5 0.0 _ 100 0.0 7.68 to 150.0 102 11.5 0.0 0.0 11.50 101 19.59 7.68 to 150.0 102 19.59 0.0 102 11.51 7.68 to 150.0 SRC 31.1 0.0001 0.0 31.10 2N 14.0 19.583 9.184 R 1.0 15.000 9.095 0.0 34.583 -0.125 N 7.0 0.0 0.0 18.154 5.167 14.376 7.000 0.0 12.167 1.354 15.730 2R 2.0 9.000 15..730 S 9.563 18.562$9 N 7.0 27.562 3.068 O 5.0 1.000 22.696 0.0 5.000 0.0 0.0 6.000 0.924 E 5.828 5.000 23.620 0.0 5.828 2.166 0.0 10.828 0.271 E 5.828 40.000 26.057 0.0 5.828 0.0 0.0 45.828 1.150 0.0 1.000 27.207 0.0 0.0 10.000 0.0 1.003 0.799 T 5.841 50.000 38.006 0.0 5.841 0.0 0.0 55.841 14.075 F 11.278 690.00) 52.081 T 43.857 55.135 0.0 0.0 745.135 0.009 F 11.278 880.000 52.090 T 43.857 55.135 0.0 0.0 935.135 0.002 2F 22.555 445.001) 52.092 T 43.857 66.412 0.0 0.0 511.412 0.0 52.092 F 11.278 485.000 52.090 T 43.857 55.135 0.0 0.0 540.13!5 0.002 0.0 10.000 52.092 0.0 0.0 1.732 0.0 10.000 0.001 53.825 Vel = 1.38 K Factor = -0.96 Vel = 8.80 K Factor = 6.58 Vel = 8.80 Qa=5 Vel = 10.48 Vel = 4.98 Vel = 4.98 * * Fixed Loss = 10 Vel = 20.62 Vel = 12.83 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 4 Location CALC AREA 2 System Contract Data File PLAN4 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical Inc. HACIENDAS HYDRAULIC DESIGN INFORMATION SHEET Name - HACIENDAS Date - 03/28/16 Location - CALC AREA 2 Building - PLAN 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD Page 1 Date 03/28/16 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 20.02 Psi Required 24.999 AT BR Summary C-Fac-or Used: Overhead 1'i0 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. Page 2 HACIENDAS Date 03/28/16 City Water Supply: C1 - Static Pressure : 65.7 C2 - Residual Pressure: 18 C2 - Residual Flow : 1500 Demand: D1 - Elevation 7.363 D2 - System Flow 20.024 D2 - System Pressure 50.425 Hose ( Demand) .5 D3 - System Demand 25.024 Safety Margin 15.250 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Gi R 60 D2 E 50 40 D3 30 C2 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 11 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. 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 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. Page 4 HACIENDAS Date 03/28/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No, Actual Actual Req- H1 13.0 16.22 na H2 13.0 16.22 na H3 10.0 4.9 16-; na 20.02 0.05 400 16.7 H4 20.0 14.11 na H5 20.0 14.14 na D1 14.0 15.78 na D2 14.0 15.78 na 1 14.0 15.78 na 2 14.0 15.78 na 3 14.0 15.78 na 4 14.0 15.61 na 5 11.0 16.76 na D3 11.0 16.68 na 6 11.0 16.96 na 7 11.0 18.39 na 8 11.0 18.09 na 10 11.0 17.91 na 11 11.0 17.92 na 12 11.0 17.32 na 13 14.0 15.87 na 9 11.0 18.07 na 14 21.0 13.72 na D5 21.0 13.7 na D4 21.0 13.67 na 15 21.0 13.67 na TR 11.0 19.22 na BR 2.0 25.0 na 5.0 X 2.0 25.62 na EL -3.0 27.96 na M1 -3.0 28.73 na M2 -3.0 39.27 na CM -3.0 48.68 na 101 -3.0 48.69 na 100 -3.0 48.69 na 102 -3.0 48.69 na SRC -7.0 50.43 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 H 1 0.0 1.101 N 7.0 1.000 16.215 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.782 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 16.215 to 150.0 0.0 7.000 -0.433 D2 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 15.782 K Factor = 0 H3 20.42 1.101 O 5.0 1.000 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 D3 20.02 0.0682 0.0 6.000 0.409 Vel = 6.75 0.0 20.02 16.676 K Factor = 4.90 H4 0.0 1.101 N 7.0 1.000 14.107 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 13.674 K Factor = 0 H5 0.0 1.101 O 5.0 1.000 14.138 to 150.0 0.0 5.000 -0.433 D5 0.0 -0.0002 0.0 6.000 -0.001 Vel = 0 0.0 0.0 13.704 K Factor = 0 D 1 0.0 1.101 R 1.0 8.417 15.782 to 150.0 0.0 1.000 0.0 1 0.0 0.0 0.0 9.417 0.0 Vel = 0 0.0 0.0 15.782 K Factor = 0 D2 0.0 1.101 O 5.0 0.833 15.782 to 150.0 0.0 5.000 0.0 1 0.0 0.0 0.0 5.833 0.0 Vel = 0 1 0.0 1.101 R 1.0 17.250 15.782 to 150.0 N 7.0 8.000 0.0 2 0.0 0.0 0.0 25.250 0.0 Vel = 0 2 0.0 1.101 R 1.0 0.917 15.782 to 150.0 0.0 1.000 0.0 3 0.0 0.0 0.0 1.917 0.0 Vel = 0 3 -8.75 1.101 N 7.0 4.583 15.782 to 150.0 0.0 7.000 0.0 4 -8.75 -0.0147 0.0 11.583 -0.170 Vel = 2.95 4 0.0 1.101 N 7.0 3.000 15.612 to 150.0 0.0 7.000 1.299 5 -8.75 -0.0148 0.0 10.000 -0.148 Vel = 2.95 5 0.0 1.101 R 1.0 4.917 16.763 to 150.0 0.0 1.000 0.0 D3 -8.75 -0.0147 0.0 5.917 -0.087 Vel = 2.95 Computer Programs by Hydratec Inc. Route 11 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D3 to 6 20.02 11.27 1.101 150.0 0.0236 N 7.0 0.0 0.0 5.167 7.000 12.167 16.676 0.0 0.287 Vel = 3.80 6 0.0 1.101 4R 4.0 51.667 16.963 to 150.0 O 5.0 9.000 0.0 7 11.27 0.0236 0.0 60.667 1.429 Vel = 3.80 7 -20.02 1.101 R 1.0 14.667 18.392 to 150.0 O 5.0 6.000 0.0 8 -8.75 -0.0148 0.0 20.667 -0.305 Vel = 2.95 8 6.09 1.101 N 7.0 0.917 18.087 to 150.0 0.0 7.000 0.0 9 -2.66 -0.0016 0.0 7.917 -0.013 Vel = 0.90 0.0 -2.66 18.074 K Factor = -0.63 8 to 10 -6.09 -6.09 1.101 150.0 -0.0075 10 8.75 1.101 to 150.0 11 2.66 0.0017 11 0.0 1.101 to 150.0 16 2.66 0.0016 0.0 2.66 10 to 12 12 to 13 13 to 3 I to 14 14 to D5 D5 to 15 -8.75 1.101 150.0 -8.75 -0.0148 0.0 1.101 150.0 -8.75 -0.0148 0.0 1.101 150.0 -8.75-0.0147 -8.75 -2.66 1.101 150.0 -2.66 -0.0016 0.0 1.101 150.0 -2.66 -0.0018 0.0 1.101 150.0 -2.66 -0.0016 0.0 -2.66 3R 3.0 20.333 18.087 0.0 3.000 0.0 0.0 23.333 -0.176 Vel = 2.05 O 5.0 1.000 17.911 0.0 5.000 0.0 0.0 6.000 0.010 Vel = 0.90 N 7.0 10.000 17.921 0.0 7.000 4.764 0.0 17.000 0.027 Vel = 0.90 22.712 K Factor = 0.56 3R 3.0 30.000 17.911 N 7.0 10.000 0.0 0.0 40.000 -0.590 Vel = 2.95 N 7.0 3.000 17.321 0.0 7.000 -1.299 0.0 10.000 -0.148 Vel = 2.95 O 5.0 1.250 15.874 0.0 5.000 0.0 0.0 6.250 -0.092 Vel = 2.95 N 7.0 0.0 0.0 R 1.0 0.0 0.0 N 7.0 R 1.0 0.0 D4 0.0 1.101 O 5.0 to 150.0 0.0 15 0.0 0.0 0.0 15.782 K Factor = -2.20 10.000 18.074 7.000 -4.331 17.000 -0.027 Vel = 0.90 5.833 13.716 1.000 0.0 6.833 -0.012 Vel = 0.90 11.000 13.704 8.000 0.0 19.000 -0.030 Vel = 0.90 13.674 K Factor = -0.72 1.583 13.674 5.000 0.0 6.583 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting PipE) Pt Pt Ref. "C" or Ftng's Pe Pv "***** Notes Point Qt Pf/Ft Eqv, Ln, Total Pf Pn 15 19.583 13.674 -2.66 1.101 2N 14.0 to 150.0 R 1.0 15.000 9.095 16 -2.66 -0.0016 0.0 34.583 -0.057 Vel-= 0.90 0.0 -2.66 22.712 K Factor = -0.56 7 20.02 1.101 N 7.0 5.167 18.392 to 150.0 0.0 7.000 0.0 TR 20.02 0.0682 0.0 12.167 0.830 Vel = 6.75 0.0 20.02 19.222 K Factor = 4.57 TR 20.02 1.101 2R 2.0 9.000 19.222 to 150.0 S 9.563 18.562 3.898 BR 20.02 0.0682 N 7.0 27.562 1.879 Vel = 6.75 BR 5.001 1.101 O 5.0 1.000 24.999 Qa = 5 to 150.0 0.0 5.000 0.0 X 25.02 0.1030 0.0 6.000 0.618 Vel = 8.43 X 0.0 1.598 E 5.828 5.00 0 25.617 to 150.0 0.0 5.828 2.166 EL 25.02 0.0167 0.0 10.828 0.181 Vel = 4.00 EL to M 1 0.0 25.02 1.598 150.0 0.0168 M 1 0.0 0.785 to 150.0 M2 25.02 0.5340 M2 0.0 0.995 to 150.0 CM 25.02 0.1686 CM 0.0 7.68 to 150.0 101 25.02 0.0 101 -15.76 7.68 to 150.0 _ 100 9.26 0.0 100 0.0 7.68 to 150.0 102 9.26 0.0 0.0 101 15.77 7.68 to 150.0 102 15.77 0.0 102 9.25 7.68 to 150.0 SRC 25.02 0.0 0.0 25.02 E 5.828 40.000 27.964 0.0 5.82:8 0.0 0.0 45.828 0.770 0.0 1.000 28.734 0.0 0.0 10.000 0.0 1.000 0.534 T 5.841 50.000 39.268 0.0 5.84-1 0.0 0.0 55.841 9.417 F 11.278 690.000 48.685 T 43.857 55.135 0.0 0.0 745.135 0.006 F 11.278 880.000 48.691 T 43.857 55.135 0.0 0.0 935.135 0.001 2F 22.555 445.000 48.692 T 43.857 66.412 0.0 0.0 511.412 0.001 48.693 F 11.278 485.000 48.691 T 43.857 55.135 0.0 0.0 540.135 0.002 0.0 10.000 48.693 0.0 0.0 1.732 0.0 10.000 0.0 50.425 Vel = 4.00 * * Fixed Loss = 10 Vel = 16.59 Vel = 10.32 Vel = 0.17 Vel = 0.06 Vel = 0.06 K Factor = 1.33 Vel = 0.11 Vel = 0.17 K Factor = 3.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical Inc. 9225 Stellar Court Suite A Corona, CA 92883 (951)667-4220 Job Name HACIENDAS Building PLAN 4 Location CALC AREA 3 System Contract Data File PLAN4 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 - CALC AREA 3 Building - PLAN 4 System No. - Contractor - NP MECHANICAL Contract No. - Calculated By - M.G. Drawing No. - 1 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height 10'0" OCCUPANCY - LIGHT HAZARD S Y S T E M D E S I G N Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( ) ( ) Other ( )Specific Ruling Made by Listed Flow at Start Point - 13 Listed Pres. at Start Point - 7 MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 5 Additional Flow Added - Elevation at Highest Outlet - Note: Calculation Gpm Required 26.25 Summary C-Factor Used: W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 73 R Residual (Psi) - 20 Flow (Gpm) - 1500 S Elevation - P Location: P L Source of Information: Y (X)NFPA 13D Date Gpm System Type Psi (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model RFC49 Feet Size 7/16 K-Factor 4.9 Temperature Rating 165 P s i. Required 22.448 AT BR Overhead 150 Underground 150 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. 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 11.694 C2 - Residual Pressure: 18 D2 - System Flow : 26.254 C2 - Residual Flow 1500 D2 - System Pressure 53.739 Hose ( Demand ) : 5 D3 - System Demand : 31.254 Safety Margin 11.924 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 UZ E 50 ❑ 403 30 C2 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N 1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical Inc. HACIENDAS Fitting Legend Abbrev. Name 1/2 3/4 1 E NFPA 13 90' Standard Elbow 1 2 2 F NFPA 13 45' Elbow 1 1 1 N ' CPVC 90'EII Harvel-Spears 7 7 0- CPVC Tee - Branch 3 3 5 R ' CPVC Coupling Tee - Run 1 1 1 S NFPA 13 Swing Check 0 0 5 T NFPA 13 90' Flow thru Tee 3 4 5 Units Summary Page 3 Date 03/28/16 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 7 9 11 14 16 19 22 27 32 45 55 65 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical Inc. HACIENDAS Page 4 Date 03/28/16 Node Elevation K-Fact Pt No. Actual H 1 13.0 12.3 H2 13.0 12.3 H3 10.0 13,85 H4 20.0 4.9 7.04 H5 20.0 4.9 7.32 DI 14.0 11.86 D2 14.0 11.86 1 14.0 11.86 2 14.0 11.86 3 14.0 11.86 4 14.0 11.97 5 11.0 13.36 D3 11.0 13.41 6 11.0 13.53 7 11.0 14.08 8 11.0 12.74 10 11.0 12.65 11 11.0 12.52 12 11.0 13.02 13 14.0 11.81 9 11.0 12.4 14 21.0 7.36 D5 21.0 7.07 D4 21.0 6.85 15 21.0 7.05 TR 11.0 15.45 BR 2.0 22.45 X 2.0 23.38 EL -3.0 25.82 M 1 -3.0 26.98 M2 -3.0 37.79 CM -3.0 51.99 101 -3.0 52.0 100 -3.0 52.01 102 -3.0 52.01 SRC -7.0 53.74 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 13.0 13.25 5.0 The maximum velocity is 20.72 and it occurs in the pipe between nodes M1 and M2 0.05 0.05 Area Press Reg. 256 7.039 256 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical 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 H 1 0.0 1.101 N 7.0 1.000 12.297 to 150.0 0.0 7.000 -0.433 D1 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 11.864 K Factor = 0 H2 0.0 1.101 N 7.0 1.000 12.297 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 11.864 K Factor = 0 H3 0.0 1.101 O 5.0 1.000 13.847 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 13.414 K Factor = 0 H4 13.00 1.101 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0306 0.0 8.000 0.245 Vel = 4.38 0.0 13.00 6.851 K Factor = 4.97 H5 13.25 1.101 O 5.0 1.000 7.316 K Factor = 4.90 to 150.0 0.0 5.000 -0.433 D5 13.25 0.0318 0.0 6.000 0.191 Vel = 4.47 0.0 13.25 7.074 K Factor = 4.98 D1 to D2 to 1 1 to 2 2 to 3 3 to 4 4 to 5 5 to D3 0.0 1.101 150.0 0.0 0.0 0.0 0.0 _ 0.0 1.101 150.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 0.0 1.101 150.0 0.0 0.0 6.75 1.101 150.0 6.75 0.0092 0.0 1.101 150.0 6.75 0.0091 0.0 1.101 150.0 6.75 0.0091 R 1.0 0.0 0.0 O 5.0 0.0 0.0 R 1.0 N 7.0 0.0 R 1.0 0.0 0.0 N 7.0 0.0 0.0 N 7.0 0.0 0.0 0.0 8.417 11.864 1.000 0.0 9.417 - 0.0 11.864 0.833 5.000 5.833 17.250 8.000 25.250 0.917 1.000 1.917 4.583 7.000 11.583 3.000 7.000 10.000 4.917 1.000 5.917 Vet = 0 K Factor = 0 11.864 0.0 0.0 Vel = 0 11.864 0.0 0.0 Vel = 0 11.864 0.0 0.0 Vel = 0 11.864 0.0 0.106 11.970 1.299 0.091 13.360 0.0 0.054 Vel = 2.27 Vel = 2.27 Vel = 2.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. HACIENDAS Page 6 Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******' Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D3 0.0 1.101 to 150.0 6 6.75 0.0091 6 0.0 1.101 to 150.0 7 6.75 0.0091 N 7.0 5.167 13.414 0.0 7.000 0.0 0.0 12.167 0.111 4R 4.0 51.667 13.525 O 5.0 9.000 0.0 0.0 60.667 0.553 Vel = 2.27 Vel = 2.27 7 -26.26 1.101 R 1.0 14.667 14.078 to 150.0 O 5.0 6.000 0.0 8 -19.51 -0.0649 0.0 20.667 -1.342 Vel = 6.57 8 4.12 1.101 N 7.0 0.917 12.736 to 150.0 0.0 7.000 0.0 9 -15.39 -0.0419 0.0 7.917 -0.332 Vel = 5.19 0.0 -15.39 12.404 K Factor = -4.37 8 -4.11 1.101 3 R 3.0 20.333 12.736 to 150.0 0.0 3.000 0.0 10 -4.11 -0.0037 0.0 23.333 -0.086 Vel = 1.39 10 -6.75 1.101 O 5.0 1.000 12.650 to 150.0 0.0 5.000 0.0 11 -10.86 -0.0220 0.0 6.000 -0.132 Vel = 3.66 11 0.0 1.101 N 7.0 10.000 12.518 to 150.0 0.0 7.000 4.764 16 -10.86 -0.0219 0.0 17.000 -0.373 Vel = 3.66 0.0 -10.86 16.909 K Factor = -2.64 10 6.75 1.101 3R 3.0 30.000 12.650 to 150.0 N 7.0 10.000 0.0 12 6.75 0.0091 0.0 40.000 0.365 Vel = 2.27 12 0.0 1.101 N 7.0 3.000 13.015 to 150.0 0.0 7.000 -1.299 __ 13 6.75 0.0091 0.0 10.000 0.091 Vel = 2.27 13 0.0 1.101 O 5.0 1.250 11.807 to 150.0 0.0 5.000 0.0 3 6.75 0.0091 0.0 6.250 0.057 Vel = 2.27 0.0 R 7-c; 11.864 K Factor = 1.96 9 to 14 14 to to 15 D4 to 15 -15.39 1.101 150.0 -15.39 -0.0419 0.0 1.101 150.0 -15.39 -0.0419 13.25 1.101 150.0 -2.14 -0.0011 0.0 -2.14 13.00 1.101 150.0 13.0 0.0307 N 7.0 0.0 0.0 R 1.0 0.0 0.0 N 7.0 R 1.0 0.0 7.000 17.000 5.833 1.000 6.833 11.000 8.000 19.000 O 5.0 1.583 0.0 5.000 0.0 6.583 12.404 -4.331 -0.713 Vel = 5.19 7.360 0.0 -0.286 Vel = 5.19 7.074 0.0 -0.021 Vel = 0.72 7.053 K Factor = -0.81 6.851 0.0 0.202 Vel = 4.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams NP Mechanical Inc. Page 7 HACIENDAS Date 03/28/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. .C,. or Ftng's Pe Pv `"*' * Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 15 -2.14 1.101 to 150.0 16 10.86 0.0220 0.0 10.86 7 26.25 1.101 to 150.0 TR 26.25 0.1126 TR to BR 0.0 26.25 26.25 26.25 1.101 150.0 0.1125 BR 5.00 1.101 to 150.0 X 31.25 0.1553 X 0.0 1.598 to 150.0 EL 31.25 0.0253 EL 0.0 1.598 to 150.0 M 1 31.25 0.0253 M1 0.0 0.785 to 150.0 M2 31.25 0.8080 M2 0.0 0.995 to 150.0 CM 31.25 0.2544 CM 0.0 7.68 to 150.0 101 31.25 0.0 101 -19.69 7.68 to 150.0 100 11.56 0.0 100 0.0 7.68 to 150.0 102 11.56 0.0 0.0 11.56 101 to 102 102 to SRC 19.69 7.68 150.0 19.69 0.0 11.56 7.68 150.0 31.25 0.0001 0.0 31.25 2N 14.0 19.583 7.053 R 1.0 15.000 9.095 0.0 34.583 0.761 16.909 N 7.0 5.167 14.078 0.0 7.000 0.0 0.0 12.167 1.370 15.448 2R 2.0 9.000 15.448 S 9.563 18.562 :3.898 N 7.0 27.562 3.102 O 5.0 1.000 22.448 0.0 5.000 0.0 0.0 6.000 0.932 E 5.828 5.000 23.380 0.0 5.828 2.166 0.0 10.828 0.274 E 5.828 40.000 25.820 0.0 5.828 0.0 0.0 45.828 1.160 0.0 1.000 26.980 0.0 0.0 10.000 0.0 1.000 0.808 T 5.841 50.000 37.788 0.0 5.841 0.0 0.0 55.841 14.206 F 11.278 690.000 51.994 T 43.857 55.135 0.0 0.0 745.135 0.010 F 11.278 880.000 52.004 T 43.857 55.135 0.0 0.0 935.135 0.001 2F 22.555 445.000 52.005 T 43.857 66.412 0.0 0.0 511.412 0.001 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 52.006 52.004 0.0 0.002 52.006 1.732 _0.001 53.739 Vel = 3.66 K Factor = 2.64 Vel = 8.85 K Factor = 6.68 Vel = 8.85 Qa=5 Vel = 10.53 Vel = 5.00 Vel = 5.00 " Fixed Loss = 10 Vel-= 20.72 Vel = 12.89 Vel = 0.22 Vel = 0.08 Vel = 0.08 K Factor = 1.60 Vel = 0.14 Vel = 0.22 K Factor = 4.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Reliable A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features 1. Very low water flow requirements. 2. Cover plate attachment (Plain or Perforated) with'/2" (13mm) Total adjustment. 3. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and 1/2" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Bulletin 006 Rev. I Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers Plain Cover Plate _AWWMNftW. Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. 0 0 0 M CD Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop -down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 1350F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop -down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 25/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 1350F RATED COV- ERS. Note: A leak tight 112" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con - ]act with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the Skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter -clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient Max. (SIN) SIN Size Orifice Temp Rating Temp. Rating Temp. p K Factor Pressure Inch (mm) Inch (mm) — psi (bar) OF OC 'F 'C OF °C RFC 30 (RA0611) 1/z (15) 21/64 (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC 43 (RA0612) 1/2 (15) 3/6 (10) 165 74 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) . 112" (15) 7/16 (11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Max. Coverage Max. Spacing area Ft (m) FtxFt(mxm) Ordinary Temp. Rating (165°F/74°C) Flow Pressure GPM (Umin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3.6) 9(34,1) 9.0 (0,62) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11.0 (0,76) For Ceiling types refer to NFPA 13, 13R or 13D Top of Deflector to Ceiling Inch (mm) Smooth Ceilings 1/2 to 1 (13 to 25.4) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1 (13 to 25.4) Installation Minimum Type Spacing i Ft (m) Concealed 1 8(2,4) 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing 165°F/74°Cp ( ) To of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (Umin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings Yz to 1 (13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'/z to 1 (13 to 25.4) Concealed 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 18 (68) 17.5 (1,21) 20x20(6,1 x6,1) 20(6,1) 21 (79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Max. Coverage Ordinary Temp. Rating Top of Deflector Minimum area Max. Spacing 165°F/74°C Installation to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Type Ft (m) GPM Umin PSI bar 12 x 12 (3,6 x 3,6) 12(3.6) 13 (49) 7.0 (0,48) Smooth Ceilings'/z to 1 (13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4.9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams'/z to 1 (13 to 25-4) Concealed 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12.0 (0,83) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non -operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop -down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Thermal element shall consist of an approved black -painted beryllium -nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon -coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 5&,", 3/8" and'/,6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (57°C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a'/2" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop -down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop -down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty -specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA0611 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006), 3. Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On Feature Cover Plate Finishes0) Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome (') Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi -gloss, unless specified otherwise. (2) For the perforated style cover - plate, consult factory for avail- ability on these and other cus- tom finishes. 3_-A 7DOM I" x 112' REDUCING rEE OR ELBOW i 2j[66.55mm] 2 ' [58.42mm] DIA HOLE IN CEILING CUP - 4 mm] MAX. FACE OF F7171NG ' [12.70mm] MAX. ♦ ti TO FACE OF CEILING COVER ADJU51MENr DIMENSION 1/2' [12.70mm] MIN. TO CEILING I- [25.4mm] MAX. f DROPPED DEFLECTOR TO CEILING CEILING [4.96mm] FLAT COVER PLATE DW. ASSEMBLY • [84.21mm] COVER PLATE. Lr �I2._7mm ADJUSTMENT oowwro The equipment presented in this bulletin is to be installed in accordance with the la�est published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by R I ® Reliable Automatic Sprinkler Co., Inc. Recycled (800) 431-1588 Sales Offices Paper e-11ab (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www,reliablesprinkler.com Internet Address EG, Printed in U.S_A_ 11/14 P/N 9999970261 Bulletin 135 Rev.G Riallable Model F1 Residential Sprinklers for Design Density of 05 gpmfftZ Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmfftz Types: 1. F1 Res 30 Pendent 2. F1 Res 30 Recessed Pendent/F2 3. F1 Res 30 Recessed Pendent/FP 4. F1 Res 49 Pendent 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 9. F1 Res 58 Recessed Pendent/FP 10. F1 Res 76 Pendent 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP 13. F1 Res 30 CCP Pendent 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent 16. F1 Res 76 CCP Pendent 17. F1 Res 44 HSW 18. F1 Res 44 Recessed HSW/F2 19. F1 Res 58 HSW 20. F1 Res 58 HSW Recessed HSW/F2 21. F1 Res 44 SWC 22. F1 Res 40 HSW 23. F1 Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are F1 Res 30, 49, 58 & 76 Recessed Pendent / F1 F1 Res 30, 49, 58 & 76 CCP Pendent F1 Res 30, 49, 58 & 76 Recessed Pendent / FP F1 Res 44 & 58 Recessed HSW/F2 F1 Res 44 SWC F1 Res 40 Recessed HSW/F2 The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat -sensitive glass -bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi ■ Thread Size: 1/2" NPT (191/2) ■ K-Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 4.0 (Actual) - F1 Res 40 HSW Sprinkler ■ Density: Minimum 0.05 gpm/ft2 fast response sprinklers combining excellent durability, Application high sensitivity glass -bulb and low profile decorative Model F1 Res Sprinklers are used for Residential Fire design. The F1 Res Horizontal Sidewall sprinklers (Figs. Protection according to UL 1626 Standard*. Be sure 5, 6 & 7) are equally attractive when above ceiling piping that orifice size, temperature rating, deflector style and cannot be used. sprinkler type are in accordance with the latest The 3mm glass -bulb pendent sprinklers permit the published standards of The National Fire Protection efficient use of residential water supplies for sprinkler Association or the approving authority having coverage in residential fire protection design. jurisdiction. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & • Model F1 Res 30, 49, 58 & 76 Pendent 135FG03 Fig. 1 SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res Recessed HSW :sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 and 40 HSW with a ceiling to deflector distance of 4" -12". Flow arrow can deflector must point away from near wall and "Top" marking must face ceiling. Model F1 Res 30 Recessed Pendent/F2 • Model F1 Res 49, 58 & 76 Recessed Pendent / F1 F1 escutcheon, /" (19mm) adjustment 1 1,.-HOLE DK [57.21-1 1 !J/16- DK t ,- X 1/7• IIBF..ULCER MIN OOUAR UNIX i 11awr "OHI SWMMKIER ww_ww Ban FACE' OF nn]Ra 70 CEXNG DM47VSY N l ALLKISD 14T T [iamm, A' 135FG02 7 17/J1• DK [7L7mm] Fig. 2 Escutcheon*. F1 or F2. Data: Type Adjustment "A" Face of fitting to Inch (mm) Inch (mm) Inchceiling F1 % (19.0) Min.— %" (19.1) 1 ' Max.=120.1 _ 1/ (4.7 - 24.0) 16 1s F2 1/z (12.7) Min,''" 23.8 Max,=1'/," '38.? % - 1% (4.7 - 17.4) 6 fi Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58 & 76 Recessed Pendent 2. Technical Data: F1 Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max Max Sprinkler Thread Orifice Temp. Pressure Ambient Actual K Length Size Inch Rad psi Tem ' Factor Inch (mm) (bar) (mm) /z R' NP)T Z/4 (8'2) 155 6g 175 (12) 100 38 3.0 2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" Max. Sprinkler Sprinkler p Flow Pressure p Spacing Identification ft (m) �gpm(Lpm) psi (bar) Number (SIN) 11 ( g R3511 Technical Data: F1 Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max Max' Sprinkler Thread Orifice Temp. pure Ambient Actual K Length Size Inch Ratingpsi Tem ' Factor Inch (mm) -F �C (bar) of -C (mm) /'RNPT '/,s (11) 155 7g 175 (12) 100 66 38 4.9 2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification _ ft m Number SIN 12 x 12 3.6x3.6 13(49) 7.0 0.48 14 x 14 (4.3x4.3) 1 13 (49) 7.0 (0.48) 13 49 7.0 0.48 R3516 17 64.3 12.0 0.83 20 (75.7) 16.7 (1.14) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 15 57 9.4 0.65 R3516 14 x 14 4.3x4.3 16 60.5 10.6 0.73 16 x 16 4.9x4,9 17 64.3 12.0 0.83 18 x 18 5.5x5,5. 19 72 15.0 1.0 20 x 20 (6.1x6.1 22(83.2) 20.2 (1.4) *Note: The F1 Reas 49 pendent acid recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Ratina psi Tem Factor Inch °F I °C (mm) °F °C (bar) (mm) M!" NPT j Y2" (13) (R h) 155 175 68 79 175 (12) 100 150 38 66 5.8 2.25 (57) Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Ceiling -to- Deflector Inch mm Sprinkler Identification Number SIN) 12 x 12 3.6x3.6 16 61 7.6 0.53 (25- 00) R3513 14 x 14 4.3x4.3 16(61) 7.6 0.53 16 x 16 4.9x4.9) 16 61 7.6 (0.53) 18 x 18 5.5x5.5) 19 (72) 10.8 (0.75) 20 x 20 (6.1 x6.1) 22 83.3 14.4 Ll.0) 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent Nominal Sprinkler Max Max sue' Thread Orifice Temp. Pemuae Ambient K Length Size Inch (mm) ng psi (bar) Tenp Factor Inch (mm) T -C -F -C %" NPT R3 %," 13.5 155 68 175 79 1 175 (12) 100 1 150 38 66 7.6 Max. Sprinkler Spacing ft (m) Flow 9pm (Lpm) 21 Sprinkler Pressure Identification psi (bar) Number SIN 12 x 12 3.6x3.6 7.6 0.53 7.6 0.53 7.6 0.53 7.6 0.53 9.2 0.63) R7618 14 x 14 4.3x4.3 21 16 x 16 4.9x4.9 21 18 x 18 5.5x5.5 21 20 x 20 (6.1 x6.1) 23 • Model F1 Res 30, 49, 58 & 76 CCP Pendent 2 518" [66.7mm] D1A- 2 5116° DIA. HOLE IN CEILING [5&7mm] CUP r•'�_S. 1 "x 712 "REDUCER CUP I I f CEILING - 1 173r.5mm] '. MAX- FACE' OF FITTING TO FACE OF CEILING "A COVER ADJUSTMENT DIMENSION y ..�...-.",t. 3 �V16" DIA. 135FG04D [84.1 mm] F1 RES 30. 49 58 & 76 CCP PEND. Fig. 3 NOTE: The F1 Res 76 will use a 1" x 3/4 reducer, • Model F1 Res 30, 49, 58 & 76 Recessed Pendent / FP 1,12- [1.k-j YVL FP ADJUsrmw FP pus escutcheon 2 518' DA. [66.7—j HOLE IN CEILING 2 5/16' M (5 CUP CUP L I I 1 I I \ I 111� LJ- Fig. 4 1' X 1/2- REDUCER 1 112' [3a 1-1 YAx. FACE OF nrRNG r0 FACE OF CEILING DIMENSION 11 Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent / FP Nominal Sprinkler CCP Max Max SprirrWer Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating 113*9 psi Temp. Factor Inch (mm) of o (mm) o 0 of o '/z � NPT 21/sa" (8.2) 155 68 135 57 175 (12) 100 38 3.0 2.25 (57) RY2 Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification Number IN 12 x 1 4 R3511 14 x 14 4.3x4.3 13.4 0.92 Technical Data: 171 Res 49 CCP Pendent and Recessed Pendent / FP Thread Size Nominal Orifice Inch (mm) TAsserrilbl Rating CCP Temp.Prime Max I�� Aftient Temp. K Factor I Length Inch () 2.25 (57) CCP Options Data: "B„ CCP Height Inch (mm) "A" Cover Adjustment Inch (mm) o o o 1/2" NPT ',6" (11) 155 68 135 57 175 (12) 100 38 4.9 V6 (7.9) % 19) Max. Sprinkler Spacing MOW gpm (Lpm) Pressure psi (bar)Number Sprinkler Identification IN 12 x12 7 R3516 1 7- 16 x 1 _ 18 x 1 1 131 2 -1 .1 .7 7 1.14 FP Data "A': FP Position A' Inch (mm) Max. Recessed X. (11) Min. Recessed '%6(24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler CCP Max Max Sprinkler Thread Orifice I Temp. Assenft Presstre Ambient K Length Stze Inch Tom' psi Temp. Factor Inch (mm) F I C (bar) o o (mm) 1/2" NPT y," (13) 155 68 135 mil 57 175 (12) 100 38 5.8 2.25 (57) Max. Sprinkler V Sprinkler Spacing I Flow Pressure Identification 4+1-1 gpm (Lpm) psi (bar) NurYmh,, (RWI R3513 Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP Nominal Spri�lder OCP Max Max — nkiff Thread Orifice Temp. � Pressr� Ambient K Le Size Inch Rating Rai . T� psi Temp. Factor ) (mm) of o (WO offf538 3/a'"NPT %2" 155 68 100R3 4 1 .5 7 135 57 175 (12) 1 7.6 2.25 (57) Max. Sprinkler Sprinkler Spacing Flow Pressure Identification gpm (Lpm) psi (bar) Number (SINI 61 • Model F1 Res 44 & 58 HSW i i� i Lf1 � J Joe1y Technical Data: F1 Res 44 HSW & HSW/F2 Nominal SPilkle►' Max Max Slxiider Thread Orifice Temp. Presstme dent K Sine Inch psi T Factor Inch (mm) OF -C (bar) (mm) 'h" NPT R h Y8" 00) 155 175 68 79 175 (12) 1150 100 38 66 4.4 2.45 (62) • Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutcheon, ) adjustm Escutcheon. F2. Data: Type Adjustment Face of Fitting to Inch (mm) Inch min F2 13 3/,6 - "/,6 (4.7 - 17.4) Max. Sprinkler Spacing ft (m) Ceiling -to- efl IDector min SprinlderTemp. Rating °F (°C) Flow gpm (Lpm) Pressure p;;i (bar) S rinkler Identification Number (SIN) 12 x 12 3.6x3.6 4-6 (101-152) 155 (68) 175 79 12 45.4 7.5 0.52 R3531 14 x 14 4.3x4.3) 155 68 175 79 14 53.0 10.2 0.71 16 x 16 4.9x4.9 155 68 175 79 16 60.6 13.3 0.92 16 x 18 4.9x5.5 155 68 175 79 18 68,1 1633 1.16 18 x 18 5.5x5.5 155 68 175 79 19 (72.0) 18.7 1.29 16 x 20 (4.9x6.1 155 68 175 UL 23 (87.1) 27.4 1.8J9. 12 x 12 (3.6x3,6) (15 - 122-305) 155(68) 175 79 14 (53.0 10.2 0.71 14 x 14 4.3x4.3) 155(68) 175 79 16 60.6 13.3 0.92 16 x 16 4.9x4.9 155 68 175 79 17(64.4) 15.0 1.04 16 x 18 4.9x5.5 155 68 175 79 20 75.7 20.7 1.43 16 x 20 (4.9x6.1.) 175 (79) 23 87.1 27A (1.89 min Q Technical Data: F1 Res 58 HSW & HSW/F2 Nominal7-F � Max Max Sprinkler Thread Orifice Pressure a>,�ient K Lengtl� S0e Inch psi T Factor fix, -C (mm) (bar) (mm) 1/2" NPT (R/2) �" (13) 155 175 68 79 175 (12) 100 150 38 66 5.8 2.45 (62) Escutcheon, F2, Data: Type Adjustment Face oof Fitting ll Inch (mm) Inch mm F2 13 31 -' ,6 (4.7 - 17.4 Max. Sprinkler Spacing ft (m) «A„ Sprinkler Temp. Ceiling -to- Deflector Rating Inch mm F (°C) 155 68 175 79 4-6 155 68 175 79 (101- 52) 155 68 175 79 155(68) 175 79 155 68 175 79 Flow 9pm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 3.6x3.6 16 60.6 7.6 0.53 R3533 14 x 14 4.3x4.3 18 68.2 9.7 (0.67) 16 x 16 (4.9x4.9) 21 79.5 13.2 0.91) 16 x 18 4.9x5.5 25(94.7) 18.6 (1.28 16 x 20 4.9x6.1 29 109.8 25(1.73) 12 x 12 3.6x3.6 6-12 (152-305) 155 68 175 79 22 83.3 14.4 1.0 14 x 14 4.3x4.3) 155 68 175 .79 22 83.3 14.4 JLOL 16 x 16 4.9x4.9) 155 68 175 79 26 98.4 20.1 1.39 16 x 18 4.9x5.5) 155 68 175 79 31 117.4 28.6 (1.97) 7. Model F1 Res 44 SWC 1 1/4" [31.75mm1 Moslmum Face Of Fitting To Woll Dimension 1' X 1/2' Reducer --7 4" to 12 (,01.60mm To 304.80mm] PUSH ON COVER, THEN TURN TO ADJUST UNTIL 77GHT AG4INST WALL. Recommended Vloll Hole 2 5/8' (56.74mm] L �.--. .�. 3 5/16" 166---j Ora- I i � [84.14mm] Dio. l L _ Dto. .1 TURN COLLAR UNTB. TIGHT Ar4lNST $PRWKLEN WRENCH BOSS. " [142132•/Z07mm] r_ vW7 --+� I/2" (1Z70mm] Adjustment F1 RES 44 SWC Fig. 5 Technical Data: F1 Res 44 SWC Nominal sue' Max Spri ider Thread Orifice T CoverTemp. Rating Pressue Max AmbientTemp. K Length Sme Inch psi , Factor Inch cF aC OF 'C (mm) (bar) -F -C 4.4 (mm) 1/2" NPT Y, 00) 155 68 135 57 175 (12) 100 I 38 2.45 (62) Max. Sprinkler Spacing ft (m) «A„ Ceiling -to- Deflector Inch mm Flow gpm (rpm) Pressure psi (bar) Sprinlder- Identification Number (SIN) 12 x 12 3.6x3.6 (101- 52) 13 49,2 8.7 0.60 _ R3531 14 x 14 4-3x4.3 14(53.0) 16 x 16 (4.9x4.9) 17(64.3)4-6 16 x 18 4.9x5.5) 19(71.8) M27.41.89 16 x 20 4.9x6.1 23(87.1) 12 x 12 3.6x3.6 6-12 (152-305) 14 52.9 14 x 14 4.3x4.3 15 56,7 11.7 0.81 16 x 16 (4.9x4.9 18(68.1) 16.8 1.16 . 16 x 18 4.9x5.5 20 75.6 20.7 1.43 91 KA R R——I_I r-4 P9__ AA 119%1 A 1.35FG05 Fig. 6 Technical Data: F1 Res 40 HSW & HSW/F2 Nominal Sprinkler Max. WX SptBWw Thread Orifice Temp. pnn% a it en Size Inch — psi 1 Temp. Factor Inch (mm) -C (bar) I I cC 155 68 175 (12) 150 38 175 79 10 66 (mm) 1/2" NPT (R'/2) /�� (10) 4.0 2.45 (62) • Model 171 Res 40 Recessed HSW/F2 F2 escutcheon, /" (1 adjustment FACE OF FITTING TO WALL DIMENSION 1 114" M1N. 2 114" HOLE DIA. A" [572mm] [ 2-m] CEILING TO j I- DEFLECTOR 1" X 112- REDUCER DIMENSION 1 15/16- DIA. •_ _ [49.2mm] 2 27/J2- DA 1 [72.2jmm] TURN COLLAR UNTIL1 TIGHT AGAINST SPRINKLER 1 j WRENCH BOSS. III-+ '12" [1Jmm] �JSrcoc-c ADJUSTMENT F1 RES 58. 44 & 40 HSW/F2 Fig. 7 Escutcheon. F2. Data: Type Adjustment Faceo f Fitting ll Inch (mm) Inch mm F2 13 3 -" 4.7 - 17.4) Max. Sprinkler A Sprinkler Temp. Flow Sprinkler Ceiling -to- Pressure Spacing Rating gpm Identification ft (m) Deflector IF CC) (Lpm) psi (bar) Inch (mm) Number (SIN) _ 12 x 12 3.6x3.6 4-6 (101-152) 155 14 x 14 4.3x4.3) 155 16 x 16 4.9x4.9 155 16 x 16 4.9x4.9 16 x 18 4.9x5.5 155 18 x 18 (5.5x5.5) 155 16 x 20 (4.9x6.1) 155 12 x 12 (3.6x3.6) 6-12 (152-305) 155 14 x 14 4.3x4.3 155 16 x 16 (4.9x4.9) 155 175 (79) 13 (49.0) 110.6 (0 175(79) 16 60.5 16.0 1 17 64.3 18.1 1 175 (79) 18 68.1) 20.2 1 175(79) 20 75.7 25,00 175 79 22 83.3) 30.2(2 175 (79) 23(87.0) 33.1 2 175 79 13 (49.0) 10.6(0 175(79) 17 64.3) 18.1 1 175 (79) 20 (75.7) 25.0 1 R3538 4J Finishes(') Standard Finishes Sprinkler F1, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated S ecial Application Finishes Sprinkler F1, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model F1 Res 30, 49, F1 Res 58, F1 Res 76, F1 Res 44 and F1 Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non -operation. Model F1 Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City. MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft-9 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/121, the sprinklers shall be listed for such use. Deflector -to -ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a �111z' NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68-C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chro.me-plated] [White Polyester] [Special finish-- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58; SIN R3511, R3516 & R3513 (Bulletin 135). Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish 6. Cover Plate Finish Model F1 Res 49 & 58 Recessed Pendent/Fl, Model F1 Res 30,49 & 58 Recessed Pendent/F2, Model F1 Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engine red to provide a minimun-, design density of 0.05 gpmjft over the listed coverage area. Listed flows as specified by the manufacturer's technical cata sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation cuidelines and the applicable installation standard. Where F endent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector -to -ceiling distance lilting shall be 1 " to 8" maximum. Sprinkler frame and reflector shall be of bronze frame construction having a 112" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155OF (68°C)] [175°F (79°C)], Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish -specify]. Pecessed escutcheon assembly shall be a steel, two-piece escutcheon [with i/z" adjustment (Model F2)] [with YA" adjustment (Model F1)] [of push -on and thread off design with %" adjustment (Model FP)]. Standard finish shall be Jbrass][bright chrome] (white painted), Residential recessed pendent sprinklers shall be Reliable [Model F1 Fes 3.0, 49 & 58 Recessed PendenVF1 ] [Model F1 Res 30, 49 & 58 Recessed Pendent/F2] [Model F1 Res 30,49 & 58 Fecessed Pendent/FP] SIN R3511, R35.16 & R3513 (Bulletin 135). 10. Model F1 Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpmlft2over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seat assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155OF (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1/2" cover plate adjustment. Cover plate temperature rating shall be 135OF (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. J. Concealed pendent sprinklers shall be Reliable Model F1 Res 30, 49 & 58 CCP, SIN R3511, R3516 & R3513 (Bulletin 135). Model F1 RES 40 and F1 Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model F1 Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineers to provide a minimum design density of 0.05 gpm/ft4over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of �155°F (68-C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40, SIN R3538 (Bulletin 135). Model F1 Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall he Reliable Model F1 Res 40/F2, SIN R3538 (Bulletin 135). Model F1 Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [oULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewa[I sprinklers engineered to provide a minimum design density of 0,05 gpmlft 2over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a. pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Water seal assembly shall consist of a. Tef Ion -coated Belleville spring washer with top -loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (681C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Rel cable Model F1 Res 44, SIN R3531 (Bulletin 135). Model 1171 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with'/z" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish - specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44fF2, SIN R3531 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpmlft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendell Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineerQd to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Tef Ion -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155OF (68-C)] [175°F (79�C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome -plated] [White Polyester] [Special finish - specify], Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with lb" adjustment (Model F2)] [with 3/4' adjustment (Model F1)] [of push -on and thread off design with t/2 adjustment (Model FP)]. Standard finish shall be [brassl[bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpmlft� over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon -coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 1550F (6811C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a'/z" cover plate adjustment. Cover plate temperature rating shall be 135°F (5711C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color - specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by ® The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices ® Recycled labi � (800) 848-6051 Sales Fax Paper Iliel(914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER MANGER SIZE - 3/4" thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - el "s 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre -drill. 3/4" - 3" Copper pipe - #905 screw - no pre -drill. 3/4" - 3" Steel pipe - 1/4"xl l/2" lag screw - no pre -drill. in STEEL - min. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Spee{Dc AFCON prdduels nre rxefusircly designed to be compatible ONLY with otherAFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. lit advised rite rollowing womanly restriction will apply. DISCLAIMER - .1FCON will NOT warrant against the Failure or its products when used in combination with otherproducls, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under aq circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used, 2/08 r�'- 0 ..Z �5 Zo P.O. Box 3365 South El Monte, CA 91733 626.4114.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER IIANGER SIZE - 3/4" thni 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - a@us 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top or bottom of beam, Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre -drill. 3/4" - 2" Copper pipe - #905 screw - no pre -drill. in STEEL - min. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Hanger - Wood Stud Side View - For Drawings Below Hanger - Metal Stud Specific AFCON products are exclusively designed to be compatible 4y LY with nlhcr; I fCONproducts including pails and fasteners, resulting in a listed .xway. brace, restrainer at hanger assenlbtp. Be advised the following warranty restriction will apply. DISCLAIMER - AFCO,Y u ill YOT warrant against the railure of its products when used in ranibination with olherpluducts, parts or ayatcros not manufactured or sold by,4FCON. AFCON shall NOT be liable under any circumstances whalsocver for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC - STEEL - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - ,, fit. u5 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INSTALLATION - Per NFPA 13, 13R and 13D on side or top of beam. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre -drill. 3/4" - 2" Copper pipe - #905 screw - no pre -drill. 3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCONwill NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON, AFCONshall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCONproducts have been, or are used. 2/08 G7`�o'o P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized.. LISTING/APPROVAL - . as 203 - EX 4231, EX 2551 a PATENT - No. 6,648,278. FUNCTION - 3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 mounting positions, i.e. vertical surface and both top and bottom of horizontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 r/2" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13, 13R and 13D. Space by pipe type. Install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/41' SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any sur:race oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre -drill. 3/4" - 2" Copper pipe - #905 screw- no pre -drill. 3/4" - 2" Steel pipe - 1/4"xl 1/2" lag screw - no pre -drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL - min. 18 GA. - 3/4" - 3" CPVC pipe - 1;4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wt)+250lbs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center -line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. .4FCON#906 backing nut sold separately. #905 #906 1.:wp'k i 3.00 Q a I Listed Restraint thru 2" Specific.4FCON products are csclusively designed to be compatible ONLY with other,4FCON products including pans and fasteners, resulting in a listed sway brace, restrainer or hangerassembly. Be advised the I'ollowing w•ananty restriction will apply, DISCLAIMER- AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whaisoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 6/0.3 Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) yMT* Size 3/4" Part Number 34PIPE :.• 240 ft 1" 1PIPE 150ft 1-1/4" 114PIPE 105 ft 1-1/2" 112PIPE 75 ft 2" 2PIPE 60 ft 2-1/2" 212PIPE 30 ft 3" 3PIPE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings Tee :I • Reducing Tee Size Part Number 3/4"0/4"xl" V5011 R-102 10 1 "x3/4"0/4" V5011 R-125 100 r 1 "x3/4"xl" V5011 R-126 10 1 "x1 "0/4" V5011 R-131 100 1-1/4"xl"0/4" V5011R-157 5 1-1/4"xl "xl" V5011 R-158 25 1-1/4"xl"x1-1/4" V5011R-159 5 1-1/4"x1-1/4"x3/4" V5011 R-167 25 1-1/4"xl-1/4"xl" V5011 R-168 25 1-1/4"xl-1/4"xl-1/2" V5011 R-169 5 1-1/2"xl-1/4"0/4" V5011 R-201 5 1-1/2"xl-1/4"xl" V5011R-202 5 1-1/2"xl-1/2"0/4" V5011 R-210 j 25 1-1/2"xl-1/2"xl" V5011R-211 1 25 size I Part Number I Box Qty. Tee (continued) 2 V5011-020 2 2-1/2" V5011-025 1 3" V5011-030 1 Size Part Number Box • Reducing Tees (continued) 1-1/2"xl-1/2"xl-1/4" V5011 R-212 5 1-1/2"xl-1/2'W" V5011 R-213 5 2"x2"x3/4" V5011 R-248 2 2"x2"x1" V5011R-249 10 2'W"x1-1/4" V5011 R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2"x2-1/2"x1" V5011 R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xl-1/2" V5011 R-291 1 2-1/2"x2-1/2"x2" V5011 R-292 1 3"0"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3'W-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Standard Fittings continuedfrom Page 1 90' Elbow r size 3/4" Part Number Box • V5007-007 250 1 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 2 V5007-020 10 45' Elbow 4" V5006-007 250 71_1 V5006-010 100 /4" V5006-012 5 1. 1 1-1/2" V5006-015 5 Cross " 71-1/4" V5035-007 10 V5035-010 100 V5035-012 5 1-1/2" V5035-015 6 2- V5035-(120 4 Coupling Size Part N, br Box • 3/4" V5001-007 250 1 V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 Reducing Coupling 0 Bushing Cap - a 1" x73/4"V5001 R-131 7101 1 1/4V5001 R-168 5 1 1/2" x 3/4" V5001 R-210 5 1-1/2" x 1" V5001 R-211 5 3/4" V5017-007 250 1" V5017-010 100 1-1/4" V5017-012 5 1-1/2" V5017-C15 5 Box • 45* Elbow (conlinued) 2 V5006-020 2 2-1/2" V5006-025 1 3 V5006-030 1 Box • Cross (can6nued) 2-1/2" V5035-025 4 3" V5035-030 1 1 "xl "x3/4"x3/4" V503511-131 10 Size Part Number I Box • Coupling (continued) 2 V5001-020 10 2-1/2" V5001-025 1 3" V5001-030 1 Size I Part Number I Box • Reducing Coupling (Can(nued) 1-1/2' x 1-1/4" V5001 R-212 5 2' x 1' V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Size Part Number Box • Bushing (can[inu[d) 2" x 1-1/4" V5018-250 2 2" x 1-1/2" V5018-251 2 2-1/2" x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 1 3" x 2-1/2" V5018-339 1 Size I Part Number I Box • Cap (Cpn1111U'd) 2 V5017-020 2 2-1/2" V5017-025 1 3 V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTIC'' Sprinkler Limber Box - Head Adapter 3/4" x 1/2" V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 Brass starter thread molded into plastic, virtually eliminating cross -threading Female Sprinkler Head Size Part Number Box • Adapter with Metal Thread Insert 3/4" x 1/2" V5003SBI-101 100 1" x 1/2" V5003SBI-130 50 1" x 3/4" V5003SBI-131 10 Spigot Female Sprinkler Size Part Number Box Qty Head Adapter with Metal Thread Insert 3/4" x 1/2" V50032SBI-101 100 1" x 1/2" V500325BI-130 50 Sprinkler Head 90 with Metal Thread Insert Sprinkler Head Tee with Metal Thread Insert Size 3/4" x 1/2" Part Number V50073SBI-101 Box Qty 100 1" x 1/2" V50073SBI-130 50 1" x 3/4" V500735BI-131 10 1-1/4" x 1/2" V50073SBI-166 5 Size 1"xl"xl" F Part Number V5012SBI-010 Box • 50 3/4"0/4"xl/2" V5012SBI-101 10 1"xl"xl/2" V5012SBI-130 50 1-1/4"xl-1/4"xl/2" V5012SBI-166 5 1-1/2"xl-1/2"xl/2" V5012SBI-209 5 2"x2"x1/2" V5012SBI-247 2 Size Part Number Box • gttxnk(er ktead Tee w/Metal Thread Inserts ftY_ntinuf*rli' 1"x3/4"xl/2" V5012RSBI-124 10 1-1/4"xl"xl/2" V5012RSBI-156 5 1-1/2"xl-1/4"xl/2" V5012RSBI-199 5 2"xl-1/2"xl/2" V5012RSBI-237 2 1 "xl/2"xl "' V5014RSBI-122' 10 'Socket x FIPT x Socket Sprinkler Head Back to Size NumberPart • Back Cross with Metal 1 1- Thread Insert lxl"xl/2"xl/2" 1-1/8" V50353SBIS-130 1 1x1"xl/2"x1/2" 1-15/16" V50353SBIL-130 1 _d Back to Back Tee with Size Part Number Box • Metal Threads Insert 1/2"xl/2"x1" 1-1/8" V501133SBIS-075 48 1/2"xl/2"xl" 1-15/16" V501133SBIL-075 48 f Test lug Size � Part Number I Box Qty. • • •- www.vikinggroupinc.com Transition Fittings Female Adapter with Metal Thread Insert — ! V,_ Spigot Female Adapter with Metal Thread Insert O. Male Adapter with Metal Thread Insert — go Grooved Coupling Adapter —0 Standard Union Accessories Qty. Sbe Part Number I Box • 3/4" V5003B1-007 10 Female Adapter w/Metal Thread Inserts (continued) 1" V5003BI-010 50 1-1/2" V5003131-015 5 1-1/4" V5003131-012 5 2 V5003131-020 2 3/4" V50032BL007 10 1" V50032B -010 1 10 size Part Number Box• • 3/4' V5004131-007 10 Male Adapter w/Metal Thread Inserts (continued) 1- V5004B1-010 10 1-1/2" V5004B1-015 5 1-1/4" V5004B1-012 5 2 V5004B1-020 2 Size Part Number 11 Box Qty. Size Part Number• 1-1/4" V5001 G-012 30 Grooved Coupling Adapter (continued) 1-1/2" V5001 G-015 25 2-1/2" V5001 G-025 10 2" V5001 G-020 15 3' V5001 G-030 8 Size 3/4" Part Number V5033E-007 Box • 1 1" V5033E-010 1 1-1/4" V5033E-012 1 1-1/2" V5033E-015 1 Solvent Cement Size Part Number Box Qry Quart V5097Q 12 Pint V5097P 12 Dauber Size I I Part Number I Box • ry Small V5093-S 100 Large V5093-L 100 NumberSW Part Box • Standard Union (continued) 27 V5033E-020 1 2-1/2" V5033E-025 1 3"' V5033E-030 1 Roller Size I Part Number I Box Qty �� Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions- Stze I Part Number I Box Qty M�® C&S <Fna NSF AP OVEO www.vikinggroupinc.com September 2010 Riverside County Fire Department z 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 Perlmlt No. LAQ - I & -6S 0-a1b 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 C@ of Il r~ r Ir- fa, Jwr,L a-8, 2016 Project Information (Please Print) bji 6,P,0 t5 -d10 I Plans Received Project Name: TR 36537-1 PGA Haciendas I have read and understand that Fire Dept fees are Address: City & Zip: LOT 38/ 80-422 Platinum Way / Plan 4 La Quinta Deposit Based Fees and there may be additional money due prior to or after project final. Sign: Print: Rachel Hornsby Contact Information Billing Information CONTACT PERSON: Rachel Hornsby BILL TO: Mailing Address: 9225 Stellar Court, Suite A _ Mailing Address: City & Zip Corona 92883 City & Zip Phone No.: 951-667-4220 x349 Fax: 951-667-4216 Phone No.: ❑ Same as Contact Info Fax: Email: RACHEL.HORNSBY@RICESERVICESINC.COM Email: 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 TvDe (Check oopromiate items ❑ Commercial ❑ Industrial © Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ( New / Existing ) ❑ High Fire Area 8 Sprinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System ❑ Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: ❑ Underground Water Stora a Tank Submittals: ❑ Dispensers Only ❑ Above Ground ❑ Underground Fee Paid: 00 Date Paid: D Check#: 6 71 L+Lt") Received By: Receipt#(OCR) ❑DBF Reviewed by: _,3 PC Review Date:��5, z, v Al Approved ❑ Denied Plans Stamped: MYes ❑No Letter Attached: OYes ❑No Job Card Included: ❑Yes ❑No ❑DBF Form I — Revised 7/25/2012 Visit us at www.rvcflre.orci Called for Pick -Up Date: %/ By: 1 Picked -Up Date: By: ABUCllal Shipped By / Method ❑DBF PROUDLY SERVING THE UNINCORPORATED AREAS OF RIVERSIDE COUNTY AND THE CRIES 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 - RIVERSIDE UNIT Fr4ERSIDE COUNTY FIRE 6--,='PARTMENT OFFICE OF THE FIRE MARSHAL 77-933 Las Montanas Rd., Ste. #201, Palm Desert, CA 92211-4131 • Phone (760) 863-8886 a 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 #38 LAQ-I6-RS-028 / 80-422 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