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FCMP2021-0015 Coral Mountain Plan Ja u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0015 MoFT�- Description: CORAL MOUNTAIN FIRE SPRINKLER MASTER PLAN J Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN (WEB) Status Date: Subtype: FIRE SPRINKLER MASTER PLAN Applied: 5/12/2021 Address: 80750 AVENUE 58 Approved: 5/26/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: lid DAYS REVIEWS � ACTIONS INSPECTIONS CONDITIONS F-'J 0 0 • CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES EMAIL AARON HICKSON 5/13/2021 5/13/2021 SENT CONTRACTOR BL APPLICATION FOR RENEWAL. NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER AVENUE ONTARIO CA 91761 (909)980-9222 RValencia@kpspowerh ome.com BILL TO K P S FIRE SPRINKLERS INC 760 SOUTH ROCHESTER AVENUE SUITE B ONTARIO CA I 91761 I (909)980-9222 I I rvalencia@kpspowerh Iome.com OWNER AV CONSTRUCTION PO BOX 13290 PALM DESERT I CA 92255 1 (909)980-9222 Printed: Thursday, March 02, 2023 2:03:52 PM 1 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0015 MoFT�- CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $161.00 5/27/21 WEB8362 08782Q CREDIT K P S FIRESPRINKLERS ECON INC Total Paid for FIRE FEES: $161.00 $161.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 5/13/21 WEB8207 06157Q CREDIT K P S FIRE SPRINKLERS ECON INC MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 5/13/21 WEB8207 06157Q CREDIT K P S FIRE SPRINKLERS ECON ENHANCEMENT FEE INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE (2WK) KOHL 5/12/2021 5/26/2021 5/26/2021 APPROVED SEE ATTACHMENTS HETRICK 1ST PERMIT AARON 5/12/2021 5/13/2021 5/13/2021 COMPLETE TECHNICIAN (1DAY) HICKSON :•RR •• •my Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL CORAL DOC 5/12/2021 EtrakitContractor MOUNTAIN - FIRE FLOW CORAL MOUNTAIN - 1 FIRE FLOW TEST.pdf TEST Printed: Thursday, March 02, 2023 2:03:52 PM 2 of 3 CENTRALSOLIARE a u�tt Project Details PROJECT NUMBER ` =�w City of La Quinta FCMP2021-0015 MoFT�- Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL CORAL CORAL MOUNTAIN - DOC 5/12/2021 EtrakitContractor MOUNTAIN - MASTER MASTER PLAN J - 1 PLAN J - CALCULATIONS CALCULATIONS.pdf 1ST SUBMITTAL CORAL CORAL MOUNTAIN - DOC 5/12/2021 EtrakitContractor MOUNTAIN - MASTER MASTER PLAN J - FIRE 1 PLAN J - FIRE SPRINKLERS.pdf SPRINKLERS 1ST SUBMITTAL CORAL CORAL MOUNTAIN - DOC 5/12/2021 EtrakitContractor MOUNTAIN - MATERIAL MATERIAL 1 BROCHURE BROCHURE.pdf DOC 5/26/2021 KOHL HETRICK FCMP2021-0015 - COA FCMP2021-0015 - COA 1 LETTER.pdf LETTER.pdf FCMP2021-0015 - FCMP2021-0015 - DOC 11/3/2021 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf Printed: Thursday, March 02, 2023 2:03:52 PM 3 of 3 CENTRALSOLIARE LA DUINTA, CA 92253 TRACT No. 34243 NEW DETACHED SINGLE-FAMILY RESIDENCES DEVELOPER E =RD MOUES E9E 5X.. .. x.uwe.EomoxarcooccnoovrEo nrw.�wucaxrn.m AVENUE 52 THE HIDEAWAY w' AVENUE 54 PGA WEST AlRPDRT BLVD. (AVENUE 56) AVENUE 56 VICINITY MAP No — GENERAL NOTES a. This residential sp,i,klarsy,t shall IDS designed, installed, and maintained in SCONT.nw with 2016 NFPA 13D and the city of LS Quint.. D. The installer shall provide to the owner I occupant i—C ions on inspecting, testing, and maintaining Hie system. C. Only listed antl approved tl,Nwa or materials shall bs inslalletl in the system (except hangers, tanks, and pumps). d. Only new UL 1626 listed residential spd,kl,, shall be Installed Within the dwelling area. e. Every resiC-N.l apd,kler system shall be fisltl testetl and inspectetl at both the rough plumbing antl final inspection, prior to occupancy being granted. f. All systems shan bS tasted for leakage St normal system oIPIm.g water pressure for a period of not Iass than two hours. g. All systems shall have an underground flush wmpletetl d the time of the hydrostatic teat. Flushing shall be completed prior ro wnnecLng the underground piping to Hie overhead piping. h. All valves shall have a permanently affixed Sign Indicating Its function. I. Piping shall be supported from structural members using support methods compamble to those re uiRd b local lumbin codes. 9 P 9 Exception: L,StId piping shall be suppodetl in awortlanw with any listing Ilmitations. j. The spacing and location of sprinklers a hall wnfoon to the manufacturers requirements antl those contained in NFPA 413D. k. Interwnneded smoke alarms shall bB inatalletl throughout the residence in accortlanw With the California Fire and Building Codes I. Any portion of the sprinkler system HISt Is subjad W freezing shall be protected against thisex .. SCOPE OF WORK t INITALLA NEW 111 HNB svRINIaERSYSTTW w NEW OETACREo sIrvaLE BANar REsloENCE WITH MATERIAL NOTES IrvxTEas lszss so BT �ta�xte;nnoaoa sa Fr�zvxsc'I. IS PLANS uTo PACIrvcoFA,1u1 DRS is zss sash lrvie te'I WE" PAN snuow o 8, ALL WORK IS TO BE DONE IN ACCORDANCE WITH NFPA STkINDARDS RISER DETAIL NOTES FIRE FLOW INFORMATION -RISER DETAIL SHOWN 'OR REFERENCE ONLY, STATC. SI WAIN RISER EBB PANEL I BE IROODED - — IRS SO FIELD INSPECTION UNIT WHERE THE ""OR RODRIGU. FOR CL7 ILL ITHI TAKEN INCI THE sRE PLAN NECIILOiIToNN LFIT CASE SCENARIO , PC FLOW ANLYSIsoN RISEN — 1. NOT To SCALE. as os NAx �ErvcTR/// ca —ENCTH ll O��ars FIRE RISER DETAIL (SITE PLAN / cv vc Pmlrvo vSTEM soo PSIPREssuRECAucE i ^r(Ruse[R SFAno)�� -J � I p it I JAPPROVED MODERN Riverside County Fire Department / La ODlnta Office of thS Fid,Ma shal m n By: Kahl Hetrick gee P t E'A HIRE SAFETY SPECIALIST m 0SSE120214:09:59 PM of Harsantl zpeo 1p SAUPA PEL so\L No I�B a OTH ^¢off TNe a�laer PERMIIT #v-FCMP2021-00r15 67 PLAN -J z ENLARGED SITE PLAN RISER INSIDE ACCESS PANEL (SEE RISER DETAIL ON SHEET FP-1) UG FIRE SPRINKLER MASTER PLAN J. SCALE:1 /4"=1'-0" 0 2 4 8 16 SCALE:1 /8"=1'-0" SECTION 1 0 4 8 16 32 JI�HLC: 1/0 = I -U SECTION 2 0 4 8 16 32 IPE 14'-9" EAD 14'-3" ih 31/2" PIPE 14'-9" HEAD 14'-3" DINING ROOM KITCHEN F - I I I I b ENTRY GARAGE SCALE:1 /8"=V-0" SECTION 3 0 4 8 16 32 31/2" PIPE 14'-9" HEAD 14'-3" LIVING ROOM i_1 2 O O 2 U w 2 w O_ w X w HALLII II GUEST BEDROOM SCALE:1 /8"=1'-0" SECTION 4 0 4 8 16 32 PIPE 9'-6" HEAD 9'-0" PIPE 9'-6" HEAD 9'-0" a CALCULATION NOTE: -ALL HEADS TO BE 16'X16', UNLESS OTHERWISE STATED. -ALL ROOMS LESS THAN 400 FT AND LESS THAN 20' IN EACH DIRECTION CAN BE COVERED WITH A HEAD AT 20'X20' SPACING. SEE ROOMS WITH NOTE "20'X20' SPACING". PLAN NOTES: -ALL PIPING TO BE 1" CPVC, UNLESS OTHERWISE NOTED. -ALL ARM-OVERS TO BE 1 ". -ALL HEADS DROP TO BE 1". -ALL PIPE INSTALLED WITHIN ATTIC SHALL BE PROVIDED WITH INSULATION ON THE ATTIC SIDE OF THE PIPE TO AVOID EXPOSURE OF THE PIPE RATED TEMPERATURE. NOTE A: SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLER HEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTIONS 8.3.2, 8.3.3, 8.3.4, 8.3.6, AND 8.3.8. SEE PLAN FOR EXCEPTION AREAS. NOTE B: CLOSET AREA FALL UNDER EXCEPTIONS FOR SPRINKLER HEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTION 8.2.7 SEE PLAN FOR EXCEPTION AREAS. NOTE C: SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREA OF 15 SQUARE FEET PER 2016 EDITION NFPA 13D SECTION 8.2.5.6. NOTE D: SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE CONDITION PER 2016 EDITION NFPA 13D SECTION 8.3.7. 7.5.6 TEMPERATURE RATINGS. 7.5.6.1 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENT CEILING TEMPERATURES DO NOT EXCEED 100°F (38°C) SHALL BE ORDINARY TEMPERATURE -RATED OR INTERMEDIATE -TEMPERATURE RATED SPRINKLERS THROUGHOUT UNLESS MODIFIED BY THE REQUIREMENTS OF 7.5.6.3. 7.5.6.2 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENT CEILING TEMPERATURES ARE BETWEEN 101°F AND 150°F (38°C AND 65°C) SHALL BE INTERMEDIATE TEMPERATURE -RATED SPRINKLERS UNLESS MODIFIED BY 7.5.6.3. 7.5.6.3* THE FOLLOWING PRACTICES SHALL BE OBSERVED WHEN INSTALLING RESIDENTIAL SPRINKLERS UNLESS HIGHER EXPECTED AMBIENT TEMPERATURES REQUIRE A HIGHER TEMPERATURE RATING: (1) SPRINKLERS UNDER GLASS OR PLASTIC SKYLIGHTS EXPOSED TO DIRECT RAYS OF THE SUN SHALL BE OF INTERMEDIATE TEMPERATURE CLASSIFICATION. (2) SPRINKLERS IN AN UNVENTILATED CONCEALED SPACE UNDER AN UNINSULATED ROOF OR IN AN UNVENTILATED ATTIC SHALL BE OF INTERMEDIATE TEMPERATURE CLASSIFICATION. (3)* SPRINKLERS INSTALLED NEAR SPECIFIC HEAT SOURCES THAT ARE IDENTIFIED IN TABLE 7.5.6.3 SHALL BE OF THE TEMPERATURE RATING INDICATED IN TABLE 7.5.6.3 UNLESS SPRINKLERS ARE LISTED FOR POSITIONING CLOSER TO THE HEAT SOURCE. (4) SPRINKLERS INSTALLED IN SAUNAS AND STEAM ROOMS WHERE THE MAXIMUM AMBIENT CEILING TEMPERATURES ARE BETWEEN 151 °F AND 225°F (66°C TO 107°C) SHALL BE HIGH TEMPERATURE -RATED SPRAY SPRINKLERS. HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I MASTER WIC NO. OF SPRINKLERS 1 BASIS OF DESIGN DENSITY: .05 GPMisq.FT. DESIGNED AREA OF DISCHARGE: 1 HEAD CALL. Sq.FT. PROTECTION AREA PER SPRINKLER 400 (20'X20') SQ.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 121.019 GPM RESIDUAL PRESSURE 127.187 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 26.019 GPM RESIDUAL PRESSURE 71.935 Psl TYPE OF SPRINKLER(S) ORIFICE SIZE TEMPERATURE RATING ORIENTATION K-FACTOR SIN NUMBER RESPONSE TYPE *SAFETY FACTOR I RELIABLE 7/16" 212' I PEND. CONC. 4.9 RA0616 FAST RESPONSE 9.781 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I MASTER BEDROOM NO. OF SPRINKLERS 2 TYPE OF SPRINKLER(S) RELIABLE BASIS OF DESIGN ORIFICE SIZE 7/16" DENSITY: 05 GPMisq.FT. TEMPERATURE RATING 212° DESIGNED AREA OF DISCHARGE: ORIENTATION I PEND. CONC. 2 HEAD CALL. Sq.FT. K-FACTOR 4.9 PROTECTION AREA PER SPRINKLER SIN NUMBER RA0616 256 (16'X16') SQ.FT. RESPONSE TYPE FAST RESPONSE SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.014 GPM RESIDUAL PRESSURE 17.537 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 131.014 GPM RESIDUAL PRESSURE 1 69.826 Psi *SAFETY FACTOR 11.888 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I LIVING ROOM NO. OF SPRINKLERS 2 TYPE OF SPRINKLER(S) IRELIABLE BASIS OF DESIGN ORIFICE SIZE 7/16" DENSITY: .05 GPMisq.FT. TEMPERATURE RATING 212° DESIGNED AREA OF DISCHARGE: ORIENTATION I PEND. CONC. 2 HEAD CALL. SO.FT. K-FACTOR 4.9 PROTECTION AREA PER SPRINKLER SIN NUMBER RA0616 256 (16'X16') SQ.FT. RESPONSE TYPE FAST RESPONSE SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 1 26.023 GPM RESIDUAL PRESSURE 121.120 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 31.023 GPM RESIDUAL PRESSURE 73.424 Psi *SAFETY FACTOR 8.290 PSI Sprinkler Head Schedule Symbol Count Thread K-Factor Description Note 9 26 1/2" 4.9 RELIABLE RFC49 RA0616 1/2" FIR 212 B CC on Drop 26 = Total Number of Heads This Floor THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED WITHIN THIS SET OF PLANS IS THE SOLE PROPERTY OF KPS FIRE SPRINKLER INC. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED WITHOUT RECEIVING PERMISSION FROM KPS FIRE SPRINKLER INC. LL LL LL LL 2>0000 CIO � Q c.) r- O — 00 00 Z00Z'tN Q C'M N c7 J *k Q a � H Z0�UZ LU Q � H � w j 2 M Q L0 LL Q2wNO Q J M } LLI QWZU 0U Q ��_ }Qw z LLLIzQ Qrl LL UUofw�O a Q�ooQ wLL O dJJ(DJ Z:)cnLLLLQQ Z �_pWH OOU,N(D� ON CO Quo F ARE & L� -16 54 32 A _ 0 ��qTF � OF CAo I REVISIONS I IDATEI DESCRIPTION I Ca G LQ r J Q 0 a a Q Z N a LU W a �Zcl)Lr LU M > O 1141) I.f N J J v J Q Z p F, z U (L Cy W J LU LPL LL mti W L o r o 0 N o 0 r o W LL r Q N M W UL � 6 I � N O J LU I Q U U O Z N O N li N N C00 D CY 0 C6 0 I� a N n w LL w w _ N u o 0O CV LLI 6i (D U J a (0 w °� w " Q U J Y Z N (n Z ~ J IX o = Z LU = c,) ~ ❑ LL N 2 J 2 J U)❑o' J U O U ❑ Q w m Z Z c� j�. Lu W U Lu w Q Lu Q U) w w Q ::) U) Lu w 0 0 0� L-L 0 PIPE 14'-9" HEAD 14'-3" r� v COVERED PATIO REV. SECTION 1 LIVING ROOM DINING ROOM SCALE:1 /8"=V-0" 0 4 8 16 32 JI�HLC: 1/0 = I -U REV. SECTION 2 0 4 8 16 32 REVERSE FIRE SPRINKLER MASTER PLAN J. SCALE:1 /4"=V-0" 0 2 4 8 16 PIPE 9'-6" HEAD 9'-0" GARAC REV. SECTION 3 PIPE 9'-6" HEAD 9'-0" GUEST BEDROOM 1 REV. SECTION 4 SCALE:1 /8"=1'-0" 0 4 8 16 32 _ tt MB . ...:; 1. O p HALL 0-1 0 CD LIVING ROOM X = o w U w SCALE:1 /8"=1'-0" 0 4 8 16 32 RISER INSIDE BOR ACCESS PANEL (SEE RISER DETAIL ON SHEET FP-1) 3 1!7" PIPE 14'-9" HEAD 14'-3" CALCULATION NOTE: -ALL HEADS TO BE 16'X16', UNLESS OTHERWISE STATED. -ALL ROOMS LESS THAN 400 FT AND LESS THAN 20' IN EACH DIRECTION CAN BE COVERED WITH A HEAD AT 20'X20' SPACING. SEE ROOMS WITH NOTE "20'X20' SPACING". PLAN NOTES: -ALL PIPING TO BE 1" CPVC, UNLESS OTHERWISE NOTED. -ALL ARM-OVERS TO BE 1 ". -ALL HEADS DROP TO BE 1". -ALL PIPE INSTALLED WITHIN ATTIC SHALL BE PROVIDED WITH INSULATION ON THE ATTIC SIDE OF THE PIPE TO AVOID EXPOSURE OF THE PIPE RATED TEMPERATURE. NOTE A: SOME AREAS FALL UNDER EXCEPTIONS FOR SPRINKLER HEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTIONS 8.3.2, 8.3.3, 8.3.4, 8.3.6, AND 8.3.8. SEE PLAN FOR EXCEPTION AREAS. NOTE B: CLOSET AREA FALL UNDER EXCEPTIONS FOR SPRINKLER HEAD REQUIREMENTS 2016 EDITION NFPA 13D SECTION 8.2.7 SEE PLAN FOR EXCEPTION AREAS. NOTE C: SPRINKLER HEAD PERMITTED TO HAVE A SHADOW AREA OF 15 SQUARE FEET PER 2016 EDITION NFPA 13D SECTION 8.2.5.6. NOTE D: SPRINKLERS SHALL NOT BE REQUIRED FOR CEILING POCKETS THAT MEET THE CONDITION PER 2016 EDITION NFPA 13D SECTION 8.3.7. 7.5.6 TEMPERATURE RATINGS. 7.5.6.1 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENT CEILING TEMPERATURES DO NOT EXCEED 100°F (38°C) SHALL BE ORDINARY TEMPERATURE -RATED OR INTERMEDIATE -TEMPERATURE RATED SPRINKLERS THROUGHOUT UNLESS MODIFIED BY THE REQUIREMENTS OF 7.5.6.3. 7.5.6.2 SPRINKLERS INSTALLED WHERE MAXIMUM AMBIENT CEILING TEMPERATURES ARE BETWEEN 101°F AND 150°F (38°C AND 65°C) SHALL BE INTERMEDIATE TEMPERATURE -RATED SPRINKLERS UNLESS MODIFIED BY 7.5.6.3. 7.5.6.3* THE FOLLOWING PRACTICES SHALL BE OBSERVED WHEN INSTALLING RESIDENTIAL SPRINKLERS UNLESS HIGHER EXPECTED AMBIENT TEMPERATURES REQUIRE A HIGHER TEMPERATURE RATING: (1) SPRINKLERS UNDER GLASS OR PLASTIC SKYLIGHTS EXPOSED TO DIRECT RAYS OF THE SUN SHALL BE OF INTERMEDIATE TEMPERATURE CLASSIFICATION. (2) SPRINKLERS IN AN UNVENTILATED CONCEALED SPACE UNDER AN UNINSULATED ROOF OR IN AN UNVENTILATED ATTIC SHALL BE OF INTERMEDIATE TEMPERATURE CLASSIFICATION. (3)* SPRINKLERS INSTALLED NEAR SPECIFIC HEAT SOURCES THAT ARE IDENTIFIED IN TABLE 7.5.6.3 SHALL BE OF THE TEMPERATURE RATING INDICATED IN TABLE 7.5.6.3 UNLESS SPRINKLERS ARE LISTED FOR POSITIONING CLOSER TO THE HEAT SOURCE. (4) SPRINKLERS INSTALLED IN SAUNAS AND STEAM ROOMS WHERE THE MAXIMUM AMBIENT CEILING TEMPERATURES ARE BETWEEN 151 °F AND 225°F (66°C TO 107°C) SHALL BE HIGH TEMPERATURE -RATED SPRAY SPRINKLERS. HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I MASTER WIC NO. OF SPRINKLERS 1 BASIS OF DESIGN DENSITY: .05 GPMisq.FT. DESIGNED AREA OF DISCHARGE: 1 HEAD CALL. Sq.FT. PROTECTION AREA PER SPRINKLER 400 (20'X20') SQ.FT. SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 121.019 GPM RESIDUAL PRESSURE 127.187 Psi SYSTEM DEMAND AT SOURCE GPM DISCHARGE 26.019 GPM RESIDUAL PRESSURE 71.935 Psl TYPE OF SPRINKLER(S) ORIFICE SIZE TEMPERATURE RATING ORIENTATION K-FACTOR SIN NUMBER RESPONSE TYPE *SAFETY FACTOR I RELIABLE 7/16" 212' I PEND. CONC. 4.9 RA0616 FAST RESPONSE 9.781 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I MASTER BEDROOM NO. OF SPRINKLERS 2 TYPE OF SPRINKLER(S) RELIABLE BASIS OF DESIGN ORIFICE SIZE 7/16" DENSITY: 05 GPMisQ.FT. TEMPERATURE RATING 212° DESIGNED AREA OF DISCHARGE: ORIENTATION I PEND. CONC. 2 HEAD CALL. Sq.FT. K-FACTOR 4.9 PROTECTION AREA PER SPRINKLER SIN NUMBER RA0616 256 (16'X16') SQ.FT. RESPONSE TYPE FAST RESPONSE SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 26.014 GPM RESIDUAL PRESSURE 17.537 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 131.014 GPM RESIDUAL PRESSURE 1 69.826 Psi *SAFETY FACTOR 11.888 PSI HYDRAULIC - SYSTEM THIS BUILDING IS PROTECTED BY A HYDRAULICALLY DESIGNED AUTOMATIC SPRINKLER SYSTEM PER NFPA 13D, 2016 EDITION LOCATION I LIVING ROOM NO. OF SPRINKLERS 2 TYPE OF SPRINKLER(S) IRELIABLE BASIS OF DESIGN ORIFICE SIZE 7/16" DENSITY: 1.05 GPM/SQ.FT. TEMPERATURE RATING 212° DESIGNED AREA OF DISCHARGE: ORIENTATION I PEND. CONC. 2 HEAD CALL. Sq.FT. K-FACTOR 4.9 PROTECTION AREA PER SPRINKLER SIN NUMBER RA0616 256 (16'X16') SQ.FT. RESPONSE TYPE FAST RESPONSE SYSTEM DEMAND AT THE BASE OF RISER GPM DISCHARGE 1 26.023 GPM RESIDUAL PRESSURE 121.120 PSI SYSTEM DEMAND AT SOURCE GPM DISCHARGE 1 31.023 GPM RESIDUAL PRESSURE 1 73.424 Psi *SAFETY FACTOR 8.290 PSI Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note 9 26 1/2" 4.9 RELIABLE RFC49 RA0616 1/2" FIR 212 B CC on Drop 26 = Total Number of Heads This Floor THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED WITHIN THIS SET OF PLANS IS THE SOLE PROPERTY OF KPS FIRE SPRINKLER INC. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED WITHOUT RECEIVING PERMISSION FROM KPS FIRE SPRINKLER INC. LL LL LL LL 2>0000 CIO � Q c.) r- O — 00 00 Z00Z'tN Q C'M N c7 J *k Q a � H Z0�UZ LU Q � H � w j 2 M Q Q�wNO Q J M } LLI QWZU 0U Q ��_ }Qw z LLLIzQ Qrl ILL� UUofw�O a Q�ooQ wLL O dJJ(DJ Z:)cnLLILL QQ Z �_pWH OOU,NCD� ON CO ��- N Quo F ARE & s T�9 F Gam/ A L� -16 954532 n / I AA I REVISIONS I IDATEI DESCRIPTION I Ca G LQ r J Q 0 a a Q Z N Q W F- W a W DAM > 1141) I.f N J J v J Q Z pRz U (L Cy U) J LU I.f LL mti W L o r o 0 N o 0 r o W LL r Q N M W UL � I � N O J W- I Q U U O Z N O N li N N CDao CY 0 C6 0 I� a CY) I n w LL w w _ N u o 0O j cM LLi ui (D U U) a - CY) w U) w xQ U LL N (n z J Of _ z j C"JCD C Y) � � ❑ _j _j W U 0 U ❑ Q m Z Z (D W Lu W<0 w Q w Q w w w U) Lu w 0 0 0� L—L THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED WITHIN THIS SET OF PLANS IS THE SOLE PROPERTY OF KIPS FIRE SPRINKLER INC. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED WITHOUT RECEIVING PERMISSION FROM KIPS FIRE SPRINKLER INC. 3.3.1 COMPARTMENT. A SPACE COMPLETELY ENCLOSED BY WALLS AND A CEILING. EACH WALL IN THE COMPARTMENT IS PERMITTED TO HAVE OPENINGS TO AN ADJOINING SPACE IF THE OPENINGS HAVE A MINIMUM LINTEL DEPTH OF 8 IN. (200 MM) FROM THE CEILING AND THE TOTAL WIDTH OF THE OPENINGS IN A SINGLE WALL DOES NOT EXCEED 8 FT (2.4 M) IN WIDTH. A SINGLE OPENING OF 36 IN. (900 MM) OR LESS IN WIDTH WITHOUT A LINTEL IS PERMITTED WHEN THERE ARE NO OTHER OPENINGS TO ADJOINING SPACES. 6.3.4 A WARNING SIGN, WITH MINIMUM 1/4 IN. LETTERS, SHALL BE AFFIXED ADJACENT TO THE MAIN SHUTOFF VALVE AND SHALL STATE THE FOLLOWING: WARNING: THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRES CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS, AND AUTOMATIC SHUTOFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOT REMOVE THIS SIGN. 6.5.2 IN COMMON WATER SUPPLY CONNECTIONS SERVING MORE THAN ONE DWELLING UNIT, 5 GPM (20 L/MIN) SHALL BE ADDED TO THE SPRINKLER SYSTEM DEMAND TO DETERMINE THE SIZE OF COMMON PIPING AND THE SIZE OF THE TOTAL WATER SUPPLY REQUIREMENTS WHERE NO PROVISION IS MADE TO PREVENT FLOW INTO THE DOMESTIC WATER SYSTEM UPON OPERATION OF A SPRINKLER. 8.1.1 SLOPED CEILINGS 8.1.1.1 WHERE THE CEILING IS SLOPED, THE MAXIMUM S DIMENSION SHALL BE MEASURED ALONG THE SLOPE OF THE CEILING TO THE NEXT SPRINKLER, AS SHOWN IN FIGURE 8.1.1.1 S S 7m) Minimum listed spacing but not less than 8 ft Minimum l(2.4 m) but not lf2 ELEVATION VIEW ELEVATION VIEW FIGURE 8.1.1.1 MEASURING S DIMENSION. 8.2.5* OBSTRUCTIONS TO RESIDENTIAL SPRINKLERS 8.2.5.1 PENDENT SPRINKLERS. 8.2.5.1.1 PENDENT SPRINKLERS SHALL BE LOCATED AT LEAST 36 IN. (900 MM) AWAY FROM OBSTRUCTIONS SUCH AS CEILING FANS AND LIGHT FIXTURES UNLESS THE REQUIREMENTS OF 8.2.5.3 ARE MET. 8.2.5.1.2 THE DISTANCE SHALL BE MEASURED FROM THE CENTER OF THE SPRINKLER TO THE CENTER OF THE OBSTRUCTION. 8.2.5.1.3 WHERE THE SPRINKLER CANNOT BE LOCATED 36 IN. (900 MM) AWAY FROM THE OBSTRUCTION (AS MEASURED FROM THE CENTER OF THE OBSTRUCTION), AN ADDITIONAL SPRINKLER SHALL BE LOCATED ON THE OTHER SIDE OF THE OBSTRUCTION. 8.2.5.1.4 WHERE THE AREA OF THE FAN BLADES ENCOMPASS MORE THAN 50 PERCENT OF THE AREA OF THE PLAN VIEW, THE SPRINKLER SHALL BE INSTALLED IN ACCORDANCE WITH 8.2.5.3. TABLE 8.2.5.3.2 POSITIONING OF SPRINKLERS TO AVOID OBSTRUCTIONS TO DISCHARGE (RESIDENTIAL UPRIGHT AND PENDENT SPRAY SPRINKLERS) Distance frorn Sprinklers to Side of Obstruction (A) Maximum Allowable Distance of Deflector Above Bottom of Obstruction (in.) (B) Less than t ft (300 mm) 0 1 ft (300 mm) to less than 1 ft 6 in. (450 mm) 0 1 ft 6 in_ (450 mm) to less than 2 ft (600 mm) 1 (25 mm) 2 ft (600 mm) to less than 2 ft 6 in. (750 mm) 1 (25 mm) 2 ft (750 mm) 6 in. to less than 3 ft (900 mm) 1 (25 mm) 3 ft (900 mm) to less than 3 ft 6 in. (1050 mm) 3 (75 mm) 3 ft (1050 mm) 6 in_ to less than 4 ft (1200 mm) 3 (75 mm) 4 ft (1200 mm) to less than 4 ft 6 in. (1350 mm) 5 (125 mm) 4 ft (1350 mm) 6 in. to less than 5 ft (1500 mm) 7 (175 mm) 5 ft (1500 mm) to less than 5 ft 6 in. (1650 mm) 7 (175 mm) 5 ft 6 in. (1650 mm) to less than 6 ft (1800 mm) 7 (175 mm) 6 ft (1800 mm) to less than 6 ft 6 in. (1950 mm) 9 (225 mm) 6 ft 6 (1950 mm) in. to less than 7 ft (2100 mm) 11 (275 mm) 7 ft and greater 14 (350 mm) Note: For A and B, refer to Figure 8.2.5.3.2 CEILING z O F U m � to L:0 A� ELEVATION VIEW FIGURE 8.2.5.3.2 POSITIONING OF SPRINKLER TO AVOID OBSTRUCTION TO DISCHARGE (RESIDENTIAL UPRIGHT AND PENDENT SPRAY SPRINKLERS). A D A > [D-8 IN.] + B WHERE: D < 30 IN. J ELEVATION VIEW FIGURE 8.2.5.3.3(a) POSITIONING OF SPRINKLER TO AVOID OBSTRUCTION AGAINST WALLS (RESIDENTIAL UPRIGHT AND PENDENT SPRAY SPRINKLERS). 8.2.5.6* SHADOW AREAS. SHADOW AREAS SHALL BE PERMITTED IN THE PROTECTION AREA OF A SPRINKLER AS LONG AS THE CUMULATIVE DRY AREAS DO NOT EXCEED 15 FT2 (1.4 M2) PER SPRINKLER. — — — — — — — — — — — — �. Protection area of sprinkler Shadow area Pendent or upright sprinIder l FIGURE A.8.2.5.6(a) EXAMPLE OF SHADOW AREAS (SSU/SSP) 8.2.7 CLOSETS AND COMPARTMENTS. IN ALL CLOSETS AND COMPARTMENTS THAT ARE SMALLER THAN 400 FT3 (11 M3), INCLUDING THOSE HOUSING MECHANICAL EQUIPMENT, PENDENT, UPRIGHT, AND SIDEWALL RESIDENTIAL SPRINKLERS SHALL BE PERMITTED TO BE INSTALLED IN EITHER OF THE FOLLOWING SITUATIONS: (1) WITHIN 18 IN. (450 MM) OF THE CEILING TO AVOID OBSTRUCTIONS NEAR THE CEILING WHERE THE COMPARTMENT IS ENCLOSED BY WALLS AND A DOOR (2) AT THE HIGHEST CEILING LEVEL WITHOUT REGARD TO OBSTRUCTIONS OR MINIMUM DISTANCES TO WALL 8.3 LOCATION OF SPRINKLERS. 8.3.1 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 THROUGH 8.3.8. 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 FT2 (5.1 M2) AND LESS. 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING CONDITIONS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 FT2 (2.2 M2). (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. 8.3.4* SPRINKLERS SHALL NOT BE REQUIRED IN OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8.3.5 SPRINKLERS SHALL NOT BE REQUIRED IN ATTICS WITH OR WITHOUT STORAGE, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, CRAWL SPACES, AND OTHER CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES. 8.3.5.1 SUCH SPACES THAT CONTAIN FUEL -FIRED EQUIPMENT SHALL ALSO COMPLY WITH 8.3.5.1.1 OR 8.3.5.1.2. 8.3.5.1.1 WHERE THE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. 8.3.5.1.2* WHERE FUEL -FIRED EQUIPMENT IS BELOW OR ON THE SAME LEVEL AS OCCUPIED AREAS OF THE DWELLING UNIT, AT LEAST ONE QUICK -RESPONSE INTERMEDIATE TEMPERATURE SPRINKLER SHALL BE INSTALLED ABOVE THE EQUIPMENT OR AT THE WALL SEPARATING THE SPACE WITH THE FUEL -FIRED EQUIPMENT FROM THE OCCUPIED SPACE. 8.3.6* SPRINKLERS SHALL NOT BE REQUIRED IN COVERED, UNHEATED PROJECTIONS OF THE BUILDING AT ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. 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 FT3 (2.8 M3). (2) THE ENTIRE FLOOR UNDER THE UNPROTECTED CEILING POCKET IS PROTECTED BY THE SPRINKLERS AT THE LOWER CEILING ELEVATION. (3)* THE INTERIOR FINISH OF THE UNPROTECTED CEILING POCKET EXCLUDING DECORATIVE TREATMENTS IS NONCOMBUSTIBLE OR LIMITED -COMBUSTIBLE MATERIAL. (4) SKYLIGHTS NOT EXCEEDING 32 FT2 (3 M2) SHALL BE PERMITTED TO HAVE A PLASTIC COVER. 8.3.8 SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS (REGARDLESS OF SIZE) LOCATED ON EXTERIOR BALCONIES, EXTERIOR BREEZEWAYS/CORRIDORS, OR ACCESSED FROM OUTDOORS WHERE THE CLOSET DOES NOT HAVE DOORS OR UNPROTECTED PENETRATIONS DIRECTLY INTO THE DWELLING UNIT. 8.3.9 SPRINKLERS SHALL BE INSTALLED IN ANY CLOSET USED FOR HEATING AND/OR AIR-CONDITIONING EQUIPMENT, WASHERS AND/OR DRYERS, OR WATER HEATERS EXCEPT AS ALLOWED BY 8.3.8 10.1 DESIGN DISCHARGE. 10.1.1* SPRINKLERS THAT ARE LISTED WITH SPECIFIC DISCHARGE CRITERIA. THE SYSTEM SHALL PROVIDE AT LEAST THE FLOW REQUIRED TO PRODUCE A MINIMUM DISCHARGE DENSITY OF 0.05 GPM/FT2 (2.0 MM/MIN) OR THE SPRINKLER LISTING, WHICHEVER IS GREATER, TO THE DESIGN SPRINKLERS. 10.2* NUMBER OF DESIGN SPRINKLERS. 10.2.1 FOR EACH OF THE FOLLOWING SITUATIONS, THE NUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL BE ALL OF THE SPRINKLERS WITHIN A COMPARTMENT, UP TO A MAXIMUM OF TWO SPRINKLERS, THAT REQUIRE THE GREATEST HYDRAULIC DEMAND: (1) A FLAT, SMOOTH, HORIZONTAL CEILING WITH NO BEAMS UP TO A MAXIMUM OF 24 FT (7.3 M) ABOVE THE FLOOR. (2) A FLAT, HORIZONTAL BEAMED CEILING, WITH A MAXIMUM CEILING HEIGHT OF 24 FT (7.3 M), WITH BEAMS UP TO 14 IN. (350 MM) DEEP WITH PENDENT SPRINKLERS UNDER THE BEAMS. THE COMPARTMENT CONTAINING THE BEAMED CEILING SHALL BE A MAXIMUM OF 600 FT2 (56 M2) IN AREA. THE HIGHEST SPRINKLER IN THE COMPARTMENT SHALL BE ABOVE ALL OPENINGS FROM THE COMPARTMENT INTO ANY COMMUNICATING SPACES. (3) A SMOOTH, FLAT, SLOPED CEILING WITH NO BEAMS UP TO A MAXIMUM SLOPE OF 8 IN 12. THE HIGHEST PORTION OF THE CEILING SHALL NOT BE MORE THAN 24 FT (7.3 M) ABOVE THE FLOOR. THE HIGHEST SPRINKLER IN THE SLOPED PORTION OF THE CEILING SHALL BE ABOVE ALL OPENINGS FROM THE COMPARTMENT CONTAINING THE SLOPED CEILING INTO ANY COMMUNICATING SPACES. (4) A SLOPED CEILING WITH BEAMS UP TO 14 IN. (350 MM) DEEP WITH PENDENT SPRINKLERS UNDER THE BEAMS. THE COMPARTMENT CONTAINING THE SLOPED, BEAMED CEILING SHALL BE A MAXIMUM OF 600 FT2 (56 M2) IN AREA. THE SLOPE OF THE CEILING SHALL BE BETWEEN 2 IN 12 AND 8 IN 12. THE HIGHEST PORTION OF THE CEILING SHALL NOT BE MORE THAN 24 FT (7.3 M) ABOVE THE FLOOR. THE HIGHEST SPRINKLER IN THE SLOPED PORTION OF THE CEILING SHALL BE ABOVE ALL OPENINGS FROM THE COMPARTMENT CONTAINING THE SLOPED CEILING INTO ANY COMMUNICATING SPACES. (5) A SLOPED CEILING WITH BEAMS OF ANY DEPTH WITH SIDEWALL OR PENDENT SPRINKLERS IN EACH POCKET FORMED BY THE BEAMS. THE COMPARTMENT CONTAINING THE SLOPED, BEAMED CEILING SHALL BE A MAXIMUM OF 600 FT2 (56 M2) IN AREA. THE SLOPE OF THE CEILING SHALL BE BETWEEN 2 IN 12 AND 8 IN 12. THE HIGHEST PORTION OF THE CEILING SHALL NOT BE MORE THAN 24 FT (7.3 M) ABOVE THE FLOOR. 10.2.3 FOR SITUATIONS NOT MEETING ONE OF THE CONDITIONS IN 10.2.1, RESIDENTIAL SPRINKLERS LISTED FOR USE IN SPECIFIC CEILING CONFIGURATIONS SHALL BE PERMITTED TO BE USED IN ACCORDANCE WITH THEIR LISTING. 10.2.4* FOR SITUATIONS NOT MEETING ONE OF THE CONDITIONS IN 10.2.1 AND 10.2.3, THE NUMBER OF SPRINKLERS IN THE DESIGN AREA SHALL BE DETERMINED IN CONSULTATION WITH THE AUTHORITY HAVING JURISDICTION AS APPROPRIATE FOR THE CONDITIONS. 10.4.2 MINIMUM PIPE SIZE. 10.4.2.1 THE MINIMUM SIZE OF STEEL PIPE SHALL BE 1 IN. (25 MM). 10.4.2.2 THE MINIMUM SIZE OF PIPE OTHER THAN STEEL PIPE SHALL BE 3/4 IN. (20 MM) UNLESS SMALLER SIZES ARE PERMITTED BY 10.4.2.3 Table 7.5.6.3 Minimum Distances for Ordinary & Intermediate Temperature Residential Sprinklers HEAT SOURCE SIDE OF OPEN OR RECESSED FIREPLACE FRONT OF RECESSED FIREPLACE COAL- OR WOOD -BURNING STOVE KITCHEN RANGE WALL OVEN HOT AIR FLUES UNINSULATED HEAT DUCTS UNINSULATED HOT WATER PIPES SIDE OF CEILING- OR WALL -MOUNTED HOT AIR DIFFUSERS FRONT OF WALL -MOUNTED HOT AIR DIFFUSERS HOT WATER HEATER OR FURNACE LIGHT FIXTURE 0 W-250 W 250 W-499 W FROM EDGE OF SOURCE FROM EDGE OF SOURCE TO ORDINARY TEMPERATURE TO INTERMEDIATE TEMPERATURE SPRINKLER SPRINKLER IN MM IN MM 36 914 12 305 60 1524 36 914 42 1067 12 305 18 457 9 229 18 457 9 229 18 457 9 229 18 457 9 229 12 305 6 152 24 610 12 305 36 914 18 457 6 152 3 76 6 152 3 76 12 305 6 152 2016 NFPA 13D SECTION CODES & DETAILS (FOR REFERENCE ONLY) - NOT TO SCALE NOT TO SCALE HANGER DETAIL (FOR REFERENCE) - NOT TO SCALE SEE SEE SEE TABLE 1 TABLE 2 TABLE 3 1/2 SUPPORT SPACING TABLE 1 MAXIMUM SUPPORT SPACING DISTANCE END LINE SPRINKLER HEAD DROP ELBOW PIPE SIZE (INCHES) SYSTEM PRESSURE <100 PSI >100 PSI 3/4" 9" 6" 1.1 12" 9" 1-1/4" 18" 12" 1-1/2" - 3" 24" 12" ASTM F442 CPVC PIPING BRACE OR SUPPORT TABLE 2 MAXIMUM SUPPORT SPACING DISTANCE INLINE SPRINKLER HEAD DROP TEE TABLE HANGER SPACING 3 PIPE SIZE (INCHES) MAX. SPACING PIPE SIZE (INCHES) SYSTEM PRESSURE 3/4" 5.5' <100 PSI >100 PSI 3/4" 4' 3' 1 " 6' 1" 5' 4' 1-1/4" 6.5' 1-1/4" 6' 5' 1-1/2" 7' 1-1/2" - 3" 7' 7' 2" 8.0' BLAZEMASTER CPVC PIPE HANGER SPACING FLOOR CEILING — FIRE SPRINKLER — SECURE AGAINST UPWARD MOVEMENT FLOOR _.qFC.1 IRF AGAINST CEILING" FIRE SPRINKLER ASTM F442 CPVC BRANCHLINE* FLOOR JOISTS ASTM F442 CPVC BRANCHLINE FLOOR JOISTS HANGER DETAIL (FOR REFERENCE) - NOT TO SCALE Hanger Application p Restrainer Application CPVC Pipe 0 Hex Head Self - Tapping Screw 0 tt CPVC Pipe 0 DOUBLE OFFSET HANGER & RESTRAINER FOR CPVC PIPE TOLCO FIG. 29 Hex Head Self - Tapping Screw STANDARD PIPE STRAP FLUSH MOUNT PIPE STRAP FOR CPVC PIPE CPVC Pipe TOLCO FIG. 20 / FIG. 20S 0 0 Hex Head Self - Tapping Screw CPVC Pipe 0 CPVC Pipe Strap CPVC Pipe Strap Common 2" 2 X WOOD BLOCK drywall screw HANGER FOR CPVC PIPE DOUBLE FASTENER STRAP TYPE TOLCO FIG. 23 FASTENER NOTES FOR CVPC PIPE CPVC PIPE SIZE HEX. HEAD SELF TAPPING SCREW SIZE 3/4" - 1-1/2" 1-1/4" X # 10 2" 2"X#10 D U) Z 0 m 00 U_ U_ U_ U_ M 0' 0' 0' d � 67 67 67 W co "t co r` � O 00 00 Z � o- Q cn N M J It Q 0- F- �- Z 0Y U Z LU Q � O W 05cMJ Q_jW�O Q } J W Q�ZUU Q U��= }LULU Z Z Q ~ LL UU� QO i Q�DO0WOL dl—JJ(7J ILL QQ Z I-00� �- O OU�cZ-4(D CO ��- NT Quo FARE & S'66G �9c, �_A � -16 54 32 AA OF CA_\ REVISIONS NO. DATE DESCRIPTION LJ Win mti W O O O NO r 0) W LL r Q N M LO W U � L � r (n � *k N0_j W— I r Q U U 0 Z N nI 0 N Ilia N N O ao 0 O W I� a xs LU Z Q w 0 O LU LU J M O W z:Z U. N O U) M w W U o e It �ZV)W a�ILL z-� W ' D M Ln W Q C G LUZj N w (7 J a 0 Q OC Z a w w O Z_ z x Q C'J = N U)V Z � J �; z O N J _ Q z (7 W N I.I ri U M N Z_ U 0 � T wU0 W - _j _j J U D 2 m U - 0 Q WLUILL z LU LU z (D LULU � < (D H C� > LU C0 0 a. 0 0 w�� ZDomestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: RUSSELL JONES Date: 2/17/21 Address: PO BOX 13290 APN: Req. Fire Flow: gpm at 20psi for hours. PALM DESERT, CA 92255 Contact Name: RUSSELL JONES Project Name: CORAL MOUNTAIN Phone: 760.200.6607 Email: rjones@altaverdebuilders.com Cell: 760.200.6607 Domestic Water System FIRE FLOW ANALYSIS ON F/Y IN FRONT OF 57620 SANTO THOMAS, LA QUINTA, LOTS 27 & 28, Flow Analysis Location: GEO 6-7-21-4, PZ 21-11899 Model Information Flow Analysis Description DomesticCVWD • • Requested Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -36 system flow available without exceeding Steady State, Dynamic (psi): 90.8 Residual Pressure (psi): 84.4 Fire Flow Tested (gpm): 1,250 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J3130 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.4' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-9-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 1,250 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is 4,750 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. ^.rzti%_ .:.1 - , C�� i'a .i� .'Sr_ ' r.".+- .�: :.Kfiid 'i .. •'i . These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: A&=yt�17, Date: J s Page 1 of 1 ENG DS-016 v�ATER (8/31/15) NS TRTR%65 3NI-1 ino r Mug man 3 Ei�i �• � � r W MIAMI ... 1 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name CORAL MOUNTAIN Drawing PLAN J Location LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area MASTER WIC Contract N/A Data File PLAN J (1-HEAD) MASTER WIC CALC 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC CORAL MOUNTAIN HYDRAULIC DESIGN INFORMATION SHEET Name - CORAL MOUNTAIN Location - LA QUINTA, CA 92253 / TRACT No. 34243 Page 1 Date 04/23/2021 Date - 04/23/2021 Building - PLAN J System No. - MASTER WIC Contractor - KPS FIRE SPRINKLERS, INC Contract No. - N/A Calculated By - LM Drawing No. - FP-2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 9'-0" OCCUPANCY - R3 / U 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 - 21 Gpm System Type Listed Pres. at Start Point - 18.4 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 RA0616 I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 212 N Calculation Gpm Required 21.019 Psi Required 27.187 BASE OF RISER "BOR" Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/5/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 90.8=81.72 Elev. R Residual (Psi) - 84.4=75.96 Other Well Flow (Gpm) - 1,250 Proof Flow Gpm S Elevation - -6 FT P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF P 57620 SANTO THOMAS, LA QUINTA, LOTS 27 & 28 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 2 Date 04/23/2021 City Water Supply: Demand: C1 - Static Pressure 81.72 D1 - Elevation 6.496 C2 - Residual Pressure: 75.96 D2 - System Flow : 21.019 C2 - Residual Flow 1250 D2 - System Pressure 71.935 Hose ( Demand ) : 5 D3 - System Demand : 26.019 Safety Margin 9.781 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 D2 U 70 D3 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 3 Date 04/23/2021 Fitting Legend Abbrev. Name '/2 '/4 1 14 1'/2 2 2'/2 3 3'h 4 5 6 8 10 12 14 16 18 20 24 Ad * Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14 Cpcv CPVC Check Valve 0 0 1 7 9 11 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Kav K Copper Angle Valve 0 7 14 14 18 28 Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08 Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12 Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10 Lcv L Copper Check Valve 0 0 7 7 10 14 Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6 Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12 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 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 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 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 4 Date 04/23/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 81.72 75.96 1250.0 81.716 26.02 71.935 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H 1 14.25 18.51 H2 14.25 18.53 H3 9.0 19.96 H4 9.0 19.6 H5 9.0 4.9 18.4 D 1 14.75 18.29 1 14.75 18.29 D2 14.75 18.31 2 14.75 18.31 3 14.75 18.4 4 9.5 20.69 5 9.5 20.7 6 9.5 21.11 7 14.75 18.26 8 9.5 20.52 9 9.5 20.51 D3 9.5 19.75 10 9.5 19.75 D4 9.5 19.39 11 9.5 19.39 D5 9.5 18.74 12 9.5 19.22 13 9.5 21.61 TOR 9.5 22.57 BOR 2.0 27.19 POC 2.0 27.49 DS 2.0 28.59 U G 1 -3.667 31.37 UG2 -3.667 33.73 UG3 -1.5 33.0 M1 -1.5 35.51 M2 -1.5 58.09 UG4 -1.5 61.14 101 -6.0 71.93 102 -6.0 71.93 103 -6.0 71.93 104 -6.0 71.93 105 -6.0 71.93 106 -6.0 71.93 21.02 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node Tag Page 5 Date 04/23/2021 NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes SRC -6.0 71.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K to Node2 Elev2 Fact H1 14.250 to D1 14.750 Qa Nom Fitting or Qt Act Eqv. Ln Pipe CFact Pt Ftng's Pe Total Pf/Ft Pf Page 6 Date 04/23/2021 ******* Notes ****** 0.0 1 N 7.0 0.500 150 18.506 0.0 7.000 -0.217 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 18.290 K Factor = 0 H2 14.250 0.0 1 N 7.0 0.500 150 18.531 to 0.0 7.000 -0.217 D2 14.750 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D2 0.0 18.315 K Factor = 0 H3 9 0.0 1 N 7.0 0.500 150 19.962 to 0.0 7.000 -0.217 D3 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D3 0.0 19.746 K Factor = 0 H4 9 0.0 1 N 7.0 0.500 150 19.604 to 0.0 7.000 -0.217 D4 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 19.388 K Factor = 0 H5 9 4.90 21.02 1 N 7.0 0.500 150 18.400 to 0.0 7.000 -0.217 D5 9.500 21.02 1.101 0.0 7.500 0.0747 0.560 Vel = 7.08 0.0 D5 21.02 18.743 K Factor = 4.86 D1 14.750 0.0 1 O 5.0 0.500 150 18.290 to 0.0 5.000 0.0 1 14.750 0.0 1.101 0.0 5.500 0 0.0 Vel = 0 1 14.750 2.09 1 N 7.0 15.750 150 18.290 to R 1.0 8.000 0.0 2 14.750 2.09 1.101 0.0 23.750 0.0011 0.025 Vel = 0.70 0.0 2 2.09 18.315 K Factor = 0.49 D2 14.750 0.0 1 O 5.0 0.500 150 18.315 to 0.0 5.000 0.0 2 14.750 0.0 1.101 0.0 5.500 0 0.0 Vel = 0 2 14.750 2.09 1 3N 21.0 52.417 150 18.315 to 2R 2.0 28.000 0.0 3 14.750 2.09 1.101 O 5.0 80.417 0.0010 0.084 Vel = 0.70 3 14.750 0.0 1 N 7.0 5.250 150 18.399 to 0.0 7.000 2.274 4 9.500 2.09 1.101 0.0 12.250 0.0011 0.013 Vel = 0.70 4 9.500 0.0 1 O 5.0 5.792 150 20.686 to 0.0 5.000 0.0 5 9.500 2.09 1.101 0.0 10.792 0.0010 0.011 Vel = 0.70 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K to Node2 Elev2 Fact Qa Nom Fitting or Qt Act Eqv. Ln Pipe CFact Pt Ftng's Pe Total Pf/Ft Pf Page 7 Date 04/23/2021 ******* Notes ****** 5 9.500 7.44 1 20 10.0 13.958 150 20.697 to 0.0 10.000 0.0 6 9.500 9.53 1.101 0.0 23.958 0.0172 0.413 Vel = 3.21 6 9.500 0.0 1 N 7.0 20.042 150 21.110 to 2R 2.0 9.000 0.0 13 9.500 9.53 1.101 0.0 29.042 0.0173 0.501 Vel = 3.21 0.0 13 9.53 21.611 K Factor = 2.05 1 14.750 -2.09 1 2R 2.0 20.417 150 18.290 to N 7.0 9.000 0.0 7 14.750 -2.09 1.101 0.0 29.417 -0.0011 -0.031 Vel = 0.70 7 14.750 0.0 1 N 7.0 5.250 150 18.259 to 0.0 7.000 2.274 8 9.500 -2.09 1.101 0.0 12.250 -0.0011 -0.013 Vel = 0.70 8 9.500 0.0 1 0 5.0 5.792 150 20.520 to 0.0 5.000 0.0 9 9.500 -2.09 1.101 0.0 10.792 -0.0010 -0.011 Vel = 0.70 9 9.500 9.52 1 2R 2.0 15.250 150 20.509 to 0.0 2.000 0.0 5 9.500 7.43 1.101 0.0 17.250 0.0109 0.188 Vel = 2.50 0.0 5 7.43 20.697 K Factor = 1.63 9 9.500 -9.53 1 N 7.0 33.208 150 20.509 to 4R 4.0 11.000 0.0 10 9.500 -9.53 1.101 0.0 44.208 -0.0173 -0.763 Vel = 3.21 0.0 10 -9.53 19.746 K Factor = -2.14 D3 9.500 0.0 1 N 7.0 3.125 150 19.746 to 0 5.0 12.000 0.0 10 9.500 0.0 1.101 0.0 15.125 0 0.0 Vel = 0 10 9.500 -9.53 1 0 5.0 15.750 150 19.746 to 0.0 5.000 0.0 11 9.500 -9.53 1.101 0.0 20.750 -0.0173 -0.358 Vel = 3.21 0.0 11 -9.53 19.388 K Factor = -2.16 D4 9.500 0.0 1 N 7.0 2.625 150 19.388 to 0 5.0 12.000 0.0 11 9.500 0.0 1.101 0.0 14.625 0 0.0 Vel = 0 11 9.500 -9.53 1 R 1.0 9.000 150 19.388 to 0.0 1.000 0.0 12 9.500 -9.53 1.101 0.0 10.000 -0.0173 -0.173 Vel = 3.21 0.0 12 -9.53 19.215 K Factor = -2.17 D5 9.500 21.02 1 0 5.0 1.333 150 18.743 to 0.0 5.000 0.0 12 9.500 21.02 1.101 0.0 6.333 0.0745 0.472 Vel = 7.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 9.500 -9.53 1 N 7.0 79.167 to 7R 7.0 19.000 13 9.500 11.49 1.101 O 5.0 98.167 13 9.500 9.53 1 N 7.0 5.792 to 0.0 7.000 TOR 9.500 21.02 1.101 0.0 12.792 0.0 TOR 21.02 TOR 9.500 21.02 1 2R 2.0 7.500 to Cpcv 1.913 10.912 BOR 2 21.02 1.101 N 7.0 18.412 BOR 2 0.0 1 Ad 2.0 2.000 to 0.0 2.000 POC 2 21.02 1.101 0.0 4.000 Page 8 Date 04/23/2021 ******* Notes ****** 150 19.215 0.0 0.0244 2.396 Vel = 3.87 150 21.611 0.0 0.0747 0.955 Vel = 7.08 22.566 K Factor = 4.42 150 22.566 3.248 0.0746 1.373 Vel = 7.08 150 27.187 0.0 0.0748 0.299 Vel = 7.08 POC 2 0.0 1 Ltee 9.45 1.000 150 27.486 to 0.0 9.450 0.0 DS 2 21.02 1.025 0.0 10.450 0.1056 1.104 Vel = 8.17 0.0 DS 21.02 28.590 K Factor = 3.93 DS 2 H5 26.02 1.5 Lelbw 4.352 5.667 150 28.590 to Ad 3.5 7.852 2.454 UG1 -3.667 26.02 1.505 0.0 13.519 0.0242 0.327 Vel = 4.69 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 31.371 to 2F 5.687 22.749 0.0 UG2 -3.667 26.02 1.59 0.0 127.749 0.0185 2.361 Vel = 4.20 UG2 -3.667 to UG3 -1.500 UG3 -1.500 to M1 -1.500 M1 -1.500 to M2 -1.500 0.0 1.5 E 5.687 2.167 Ad 3.5 9.187 26.02 1.59 0.0 11.354 0.0 1 Lbv 3.037 1.500 Lcv 9.45 14.488 26.02 1.025 Ad 2.0 15.988 0.0 0.75 0.0 1.000 0.0 0.0 26.02 0.785 0.0 1.000 150 33.732 -0.939 0.0186 0.211 Vel = 4.20 150 33.004 0.0 0.1568 2.507 Vel = 10.12 150 35.511 22.000 * * Fixed Loss = 22 0.5750 0.575 Vel = 17.25 M2 -1.500 0.0 1 Kav 16.354 0.500 150 58.086 to 0.0 16.354 0.0 UG4 -1.500 26.02 0.995 0.0 16.854 0.1813 3.055 Vel = 10.74 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 61.141 to Kcs 4.766 13.775 1.949 101 -6 26.02 0.995 Ktee 7.009 48.775 0.1812 8.840 Vel = 10.74 101 -6 0.0 8 E 32.344 97.000 to T 62.89 102.420 102 -6 26.02 8.27 G 7.187 199.420 102 -6 -12.25 8 4T 251.562 361.000 to 4G 28.75 280.311 103 -6 13.77 8.27 0.0 641.311 150 0 150 0 71.930 0.0 0.001 Vel = 0.16 71.931 0.0 0.001 Vel = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 9 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 103 -6 0.0 8 6F 97.031 798.000 150 71.932 to 3T 188.671 292.889 0.0 106 -6 13.77 8.27 G 7.1871090.889 0 0.002 Vel = 0.08 0.0 106 13.77 71.934 K Factor = 1.62 102 -6 12.25 8 3F 48.515 962.000 150 71.931 to 2G 14.375 314.453 0.0 104 -6 12.25 8.27 4T 251.562 1276.453 0 0.002 Vel = 0.07 104 -6 0.0 8 8F 129.375 372.000 150 71.933 to 2G 14.375 269.532 0.0 105 -6 12.25 8.27 2T 125.781 641.532 0 0.001 Vel = 0.07 105 -6 0.0 8 G 7.187 165.000 150 71.934 to T 62.89 70.077 0.0 106 -6 12.25 8.27 0.0 235.077 0 0.0 Vel = 0.07 106 -6 13.77 6 E 22.818 15.000 150 71.934 to G 4.89 27.707 0.0 SRC -6 26.02 6.16 0.0 42.707 0 0.001 Vel = 0.28 0.0 SRC 26.02 71.935 K Factor = 3.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name CORAL MOUNTAIN Drawing PLAN J Location LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area MASTER BEDROOM Contract N/A Data File PLAN J (2-HEAD) MASTER BEDROOM CALC 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC CORAL MOUNTAIN HYDRAULIC DESIGN INFORMATION SHEET Name - CORAL MOUNTAIN Location - LA QUINTA, CA 92253 / TRACT No. 34243 Page 1 Date 04/23/2021 Date - 04/23/2021 Building - PLAN J System No. - MASTER BEDROOM Contractor - KPS FIRE SPRINKLERS, INC Contract No. - N/A Calculated By - LM Drawing No. - FP-2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 9'-0" OCCUPANCY - R3 / U 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 RA0616 I Elevation at Highest Outlet - 9'-0"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 212 N Calculation Gpm Required 26.014 Psi Required 17.537 BASE OF RISER "BOR" Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/5/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 90.8=81.72 Elev. R Residual (Psi) - 84.4=75.96 Other Well Flow (Gpm) - 1,250 Proof Flow Gpm S Elevation - -6 FT P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF P 57620 SANTO THOMAS, LA QUINTA, LOTS 27 & 28 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 2 Date 04/23/2021 City Water Supply: Demand: C1 - Static Pressure 81.72 D1 - Elevation 6.496 C2 - Residual Pressure: 75.96 D2 - System Flow : 26.014 C2 - Residual Flow 1250 D2 - System Pressure 69.826 Hose ( Demand ) : 5 D3 - System Demand : 31.014 Safety Margin 11.888 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 D2 U 70 R 60 D3 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 3 Date 04/23/2021 Fitting Legend Abbrev. Name '/2 '/4 1 14 1'/2 2 2'/2 3 3'h 4 5 6 8 10 12 14 16 18 20 24 Ad * Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14 Cpcv CPVC Check Valve 0 0 1 7 9 11 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Kav K Copper Angle Valve 0 7 14 14 18 28 Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08 Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12 Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10 Lcv L Copper Check Valve 0 0 7 7 10 14 Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6 Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12 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 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 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 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 4 Date 04/23/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 81.72 75.96 1250.0 81.714 31.01 69.826 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H 1 14.25 H2 14.25 H3 9.0 H4 9.0 H5 9.0 D1 14.75 1 14.75 D2 14.75 2 14.75 3 14.75 4 9.5 5 9.5 6 9.5 7 14.75 8 9.5 9 9.5 D3 9.5 10 9.5 D4 9.5 11 9.5 D5 9.5 12 9.5 13 9.5 TOR 9.5 BOR 2.0 POC 2.0 DS 2.0 UG1 -3.667 UG2 -3.667 UG3 -1.5 M1 -1.5 M2 -1.5 UG4 -1.5 101 -6.0 102 -6.0 103 -6.0 104 -6.0 105 -6.0 106 -6.0 4.9 4.9 6.91 6.96 7.04 7.05 8.04 6.7 6.7 6.74 6.74 6.89 9.19 9.21 9.94 6.64 8.89 8.87 7.05 7.52 7.07 7.52 7.82 7.82 10.84 12.25 17.54 17.98 19.62 22.52 25.79 25.14 28.61 51.41 55.64 69.82 69.82 69.82 69.82 69.82 69.82 13.0 13.01 5.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node Tag Page 5 Date 04/23/2021 NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes SRC -6.0 69.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K to Node2 Elev2 Fact H1 14.250 to D1 14.750 Qa Nom Fitting or Qt Act Eqv. Ln Page 6 Date 04/23/2021 Pipe CFact Pt Ftng's Pe ******* Notes ****** Total Pf/Ft Pf 0.0 1 N 7.0 0.500 150 6.914 0.0 7.000 -0.217 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D1 0.0 6.698 K Factor = 0 H2 14.250 to D2 14.750 0.0 1 N 7.0 0.500 150 6.958 0.0 7.000 -0.217 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D2 0.0 6.742 K Factor = 0 H3 9 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 D3 9.500 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 D3 13.00 7.052 K Factor = 4.90 H4 9 4.90 13.01 1 N 7.0 0.500 150 7.053 to 0.0 7.000 -0.217 D4 9.500 13.01 1.101 0.0 7.500 0.0308 0.231 Vel = 4.38 0.0 D4 13.01 7.067 K Factor = 4.89 H5 9 0.0 1 N 7.0 0.500 150 8.040 to 0.0 7.000 -0.217 D5 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D5 0.0 7.823 K Factor = 0 D1 14.750 0.0 1 O 5.0 0.500 150 6.698 to 0.0 5.000 0.0 1 14.750 0.0 1.101 0.0 5.500 0 0.0 Vel = 0 1 14.750 2.86 1 N 7.0 15.750 150 6.698 to R 1.0 8.000 0.0 2 14.750 2.86 1.101 0.0 23.750 0.0019 0.044 Vel = 0.96 0.0 2 2.86 6.742 K Factor = 1.10 D2 14.750 0.0 1 O 5.0 0.500 150 6.742 to 0.0 5.000 0.0 2 14.750 0.0 1.101 0.0 5.500 0 0.0 Vel = 0 2 14.750 2.86 1 3N 21.0 52.417 150 6.742 to 2R 2.0 28.000 0.0 3 14.750 2.86 1.101 O 5.0 80.417 0.0019 0.150 Vel = 0.96 3 14.750 0.0 1 N 7.0 5.250 150 6.892 to 0.0 7.000 2.274 4 9.500 2.86 1.101 0.0 12.250 0.0018 0.022 Vel = 0.96 4 9.500 0.0 1 O 5.0 5.792 150 9.188 to 0.0 5.000 0.0 5 9.500 2.86 1.101 0.0 10.792 0.0019 0.020 Vel = 0.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 7 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 5 9.500 10.15 1 20 10.0 13.958 150 9.208 to 0.0 10.000 0.0 6 9.500 13.01 1.101 0.0 23.958 0.0307 0.736 Vel = 4.38 6 9.500 0.0 1 N 7.0 20.042 150 9.944 to 2R 2.0 9.000 0.0 13 9.500 13.01 1.101 0.0 29.042 0.0307 0.892 Vel = 4.38 0.0 13 13.01 10.836 K Factor = 3.95 1 14.750 -2.86 1 2R 2.0 20.417 150 6.698 to N 7.0 9.000 0.0 7 14.750 -2.86 1.101 0.0 29.417 -0.0019 -0.055 Vel = 0.96 7 14.750 0.0 1 N 7.0 5.250 150 6.643 to 0.0 7.000 2.274 8 9.500 -2.86 1.101 0.0 12.250 -0.0019 -0.023 Vel = 0.96 8 9.500 0.0 1 0 5.0 5.792 150 8.894 to 0.0 5.000 0.0 9 9.500 -2.86 1.101 0.0 10.792 -0.0019 -0.020 Vel = 0.96 9 9.500 13.01 1 2R 2.0 15.250 150 8.874 to 0.0 2.000 0.0 5 9.500 10.15 1.101 0.0 17.250 0.0194 0.334 Vel = 3.42 0.0 5 10.15 9.208 K Factor = 3.34 9 9.500 -13.01 1 N 7.0 33.208 150 8.874 to 4R 4.0 11.000 0.0 10 9.500 -13.01 1.101 0.0 44.208 -0.0307 -1.358 Vel = 4.38 0.0 10 -13.01 7.516 K Factor = -4.75 D3 9.500 13.00 1 N 7.0 3.125 150 7.052 to 0 5.0 12.000 0.0 10 9.500 13.0 1.101 0.0 15.125 0.0307 0.464 Vel = 4.38 10 9.500 -13.01 1 0 5.0 15.750 150 7.516 to 0.0 5.000 0.0 11 9.500 -0.01 1.101 0.0 20.750 0 0.0 Vel = 0 0.0 11 -0.01 7.516 K Factor = 0 D4 9.500 13.01 1 N 7.0 2.625 150 7.067 to 0 5.0 12.000 0.0 11 9.500 13.01 1.101 0.0 14.625 0.0307 0.449 Vel = 4.38 11 9.500 -0.01 1 R 1.0 9.000 150 7.516 to 0.0 1.000 0.0 12 9.500 13.0 1.101 0.0 10.000 0.0307 0.307 Vel = 4.38 0.0 12 13.00 7.823 K Factor = 4.65 D5 9.500 0.0 1 0 5.0 1.333 150 7.823 to 0.0 5.000 0.0 12 9.500 0.0 1.101 0.0 6.333 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Page 8 Date 04/23/2021 ******* Notes ****** 12 9.500 13.00 1 N 7.0 79.167 150 7.823 to 7R 7.0 19.000 0.0 13 9.500 13.0 1.101 O 5.0 98.167 0.0307 3.013 Vel = 4.38 13 9.500 13.01 1 N 7.0 5.792 150 10.836 to 0.0 7.000 0.0 TOR 9.500 26.01 1.101 0.0 12.792 0.1106 1.415 Vel = 8.77 0.0 TOR 26.01 12.251 K Factor = 7.43 TOR 9.500 26.01 1 2R 2.0 7.500 150 12.251 to Cpcv 1.913 10.912 3.248 BOR 2 26.01 1.101 N 7.0 18.412 0.1107 2.038 Vel = 8.77 BOR 2 0.0 1 Ad 2.0 2.000 150 17.537 to 0.0 2.000 0.0 POC 2 26.01 1.101 0.0 4.000 0.1108 0.443 Vel = 8.77 POC 2 0.0 1 Ltee 9.45 1.000 150 17.980 to 0.0 9.450 0.0 DS 2 26.01 1.025 0.0 10.450 0.1567 1.638 Vel = 10.11 0.0 DS 26.01 19.618 K Factor = 5.87 DS 2 H5 31.01 1.5 Lelbw 4.352 5.667 150 19.618 to Ad 3.5 7.852 2.454 UG1 -3.667 31.01 1.505 0.0 13.519 0.0334 0.452 Vel = 5.59 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 22.524 to 2F 5.687 22.749 0.0 UG2 -3.667 31.01 1.59 0.0 127.749 0.0256 3.268 Vel = 5.01 UG2 -3.667 0.0 1.5 E 5.687 2.167 150 25.792 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.01 1.59 0.0 11.354 0.0256 0.291 Vel = 5.01 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 25.144 to Lcv 9.45 14.488 0.0 M1 -1.500 31.01 1.025 Ad 2.0 15.988 0.2170 3.470 Vel = 12.06 M1 -1.500 0.0 0.75 0.0 1.000 150 28.614 to 0.0 0.0 22.000 * * Fixed Loss = 22 M2 -1.500 31.01 0.785 0.0 1.000 0.7960 0.796 Vel = 20.56 M2 -1.500 0.0 1 Kav 16.354 0.500 150 51.410 to 0.0 16.354 0.0 UG4 -1.500 31.01 0.995 0.0 16.854 0.2508 4.227 Vel = 12.80 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 55.637 to Kcs 4.766 13.775 1.949 101 -6 31.01 0.995 Ktee 7.009 48.775 0.2508 12.233 Vel = 12.80 101 -6 0.0 8 E 32.344 97.000 150 69.819 to T 62.89 102.420 0.0 102 -6 31.01 8.27 G 7.187 199.420 0 0.001 Vel = 0.19 102 -6 -14.59 8 4T 251.562 361.000 150 69.820 to 4G 28.75 280.311 0.0 103 -6 16.42 8.27 0.0 641.311 0 0.002 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 9 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 103 -6 0.0 8 6F 97.031 798.000 150 69.822 to 3T 188.671 292.889 0.0 106 -6 16.42 8.27 G 7.1871090.889 0 0.003 Vel = 0.10 0.0 106 16.42 69.825 K Factor = 1.97 102 -6 14.60 8 3F 48.515 962.000 150 69.820 to 2G 14.375 314.453 0.0 104 -6 14.6 8.27 4T 251.5621276.453 0 0.003 Vel = 0.09 104 -6 0.0 8 8F 129.375 372.000 150 69.823 to 2G 14.375 269.532 0.0 105 -6 14.6 8.27 2T 125.781 641.532 0 0.001 Vel = 0.09 105 -6 0.0 8 G 7.187 165.000 150 69.824 to T 62.89 70.077 0.0 106 -6 14.6 8.27 0.0 235.077 0 0.001 Vel = 0.09 106 -6 16.41 6 E 22.818 15.000 150 69.825 to G 4.89 27.707 0.0 SRC -6 31.01 6.16 0.0 42.707 0 0.001 Vel = 0.33 0.0 SRC 31.01 69.826 K Factor = 3.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC C-16 LICENSE # 954532 760 S. ROCHESTER AVE. SUITE B ONTARIO, CA 91761 (800) 457-7252 Job Name CORAL MOUNTAIN Drawing PLAN J Location LA QUINTA, CA 92253 / TRACT No. 34243 Remote Area LIVING ROOM Contract N/A Data File PLAN J (2-HEAD) LIVING ROOM CALC 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 KPS FIRE SPRINKLERS INC CORAL MOUNTAIN HYDRAULIC DESIGN INFORMATION SHEET Name - CORAL MOUNTAIN Location - LA QUINTA, CA 92253 / TRACT No. 34243 Page 1 Date 04/23/2021 Date - 04/23/2021 Building - PLAN J System No. - LIVING ROOM Contractor - KPS FIRE SPRINKLERS, INC Contract No. - N/A Calculated By - LM Drawing No. - FP-2 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 14'-3" OCCUPANCY - R3 / U 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 RA0616 I Elevation at Highest Outlet - 14'-3"Feet Size 1/2" K-Factor 4.9 G Note: Temperature Rating 212 N Calculation Gpm Required 26.023 Psi Required 21.120 BASE OF RISER "BOR" Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 3/5/2021 Rated Cap. Cap. T Time of Test - N/A @ Psi Elev. E Static (Psi) - 90.8=81.72 Elev. R Residual (Psi) - 84.4=75.96 Other Well Flow (Gpm) - 1,250 Proof Flow Gpm S Elevation - -6 FT P Location: FIRE FLOW ANALYSIS ON F/Y IN FRONT OF P 57620 SANTO THOMAS, LA QUINTA, LOTS 27 & 28 L Source of Information: COACHELLA VALLEY WATER DISTRICT Y CONTACT: HECTOR RODRIGUEZ / PHONE: (760) 398-2661 EXT. 2397 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 2 Date 04/23/2021 City Water Supply: Demand: C1 - Static Pressure 81.72 D1 - Elevation 8.770 C2 - Residual Pressure: 75.96 D2 - System Flow : 26.023 C2 - Residual Flow 1250 D2 - System Pressure 73.424 Hose ( Demand ) : 5 D3 - System Demand : 31.023 Safety Margin 8.290 150 140 130 P 120 R 110 E 100 S 90 C1 S 80 U 70 D3 R 60 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW (N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 3 Date 04/23/2021 Fitting Legend Abbrev. Name '/2 '/4 1 14 1'/2 2 2'/2 3 3'h 4 5 6 8 10 12 14 16 18 20 24 Ad * Male/Female Adapter 1 1.5 2 2.8 3.5 4.5 5.5 6.5 0 9 0 14 Cpcv CPVC Check Valve 0 0 1 7 9 11 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 Kav K Copper Angle Valve 0 7 14 14 18 28 Kcs K Copper Corporation Stop 0 0 4.08 4.08 4.08 4.08 Ktee K Copper Tee or Cross Flow Turned 0 3 6 5 8 12 Lbv L Copper Ball Valve 2.25 2 2.5 2.25 10 Lcv L Copper Check Valve 0 0 7 7 10 14 Lelbw L Copper 90 Degre Elbow 0 2 3 3 4 6 Ltee L Copper Tee or Cross Flow Turned 0 4 7 6 9 12 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 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 Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary 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 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Page 4 Date 04/23/2021 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure SRC 81.72 75.96 1250.0 81.714 31.02 73.424 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H 1 14.25 4.9 7.06 13.02 H2 14.25 4.9 7.04 13.0 H3 9.0 12.57 H4 9.0 12.91 H5 9.0 13.07 D 1 14.75 7.08 1 14.75 7.25 D2 14.75 7.05 2 14.75 7.22 3 14.75 9.0 4 9.5 11.54 5 9.5 11.78 6 9.5 12.97 7 14.75 8.44 8 9.5 11.21 9 9.5 11.65 D3 9.5 12.36 10 9.5 12.36 D4 9.5 12.69 11 9.5 12.69 D5 9.5 12.85 12 9.5 12.85 13 9.5 14.42 TOR 9.5 15.83 BOR 2.0 21.12 POC 2.0 21.56 DS 2.0 23.2 5.0 UG1 -3.667 26.11 UG2 -3.667 29.38 UG3 -1.5 28.73 M1 -1.5 32.2 M2 -1.5 55.0 UG4 -1.5 59.23 101 -6.0 73.42 102 -6.0 73.42 103 -6.0 73.42 104 -6.0 73.42 105 -6.0 73.42 106 -6.0 73.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node Tag Page 5 Date 04/23/2021 NODE ANALYSIS (cont.) Pressure Discharge Elevation Node Type at Node at Node Notes SRC -6.0 73.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations: Hazen -Williams KPS FIRE SPRINKLERS INC CORAL MOUNTAIN Node1 Elev1 K to Node2 Elev2 Fact Page 6 Date 04/23/2021 Qa Nom Fitting Pipe CFact Pt or Ftng's Pe ******* Notes ****** Qt Act Eqv. Ln. Total Pf/Ft Pf H 1 14.250 4.90 13.02 1 N 7.0 0.500 150 7.063 to 0.0 7.000 -0.217 D1 14.750 13.02 1.101 0.0 7.500 0.0308 0.231 Vel = 4.39 0.0 D1 13.02 7.077 K Factor = 4.89 H2 14.250 4.90 13.00 1 N 7.0 0.500 150 7.039 to 0.0 7.000 -0.217 D2 14.750 13.0 1.101 0.0 7.500 0.0307 0.230 Vel = 4.38 0.0 D2 13.00 7.052 K Factor = 4.90 H3 9 0.0 1 N 7.0 0.500 150 12.575 to 0.0 7.000 -0.217 D3 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D3 0.0 12.358 K Factor = 0 H4 9 0.0 1 N 7.0 0.500 150 12.906 to 0.0 7.000 -0.217 D4 9.500 0.0 1.101 0.0 7.500 0.0001 0.001 Vel = 0 0.0 D4 0.0 12.690 K Factor = 0 H5 9 0.0 1 N 7.0 0.500 150 13.066 to 0.0 7.000 -0.217 D5 9.500 0.0 1.101 0.0 7.500 0 0.0 Vel = 0 0.0 D5 0.0 12.849 K Factor = 0 D1 14.750 13.02 1 O 5.0 0.500 150 7.077 to 0.0 5.000 0.0 1 14.750 13.02 1.101 0.0 5.500 0.0307 0.169 Vel = 4.39 1 14.750 -15.14 1 N 7.0 15.750 150 7.246 to R 1.0 8.000 0.0 2 14.750 -2.12 1.101 0.0 23.750 -0.0011 -0.025 Vel = 0.71 0.0 2 -2.12 7.221 K Factor = -0.79 D2 14.750 13.00 1 O 5.0 0.500 150 7.052 to 0.0 5.000 0.0 2 14.750 13.0 1.101 0.0 5.500 0.0307 0.169 Vel = 4.38 2 14.750 -2.12 1 3N 21.0 52.417 150 7.221 to 2R 2.0 28.000 0.0 3 14.750 10.88 1.101 O 5.0 80.417 0.0221 1.776 Vel = 3.67 3 14.750 0.0 1 N 7.0 5.250 150 8.997 to 0.0 7.000 2.274 4 9.500 10.88 1.101 0.0 12.250 0.0220 0.270 Vel = 3.67 4 9.500 0.0 1 O 5.0 5.792 150 11.541 to 0.0 5.000 0.0 5 9.500 10.88 1.101 0.0 10.792 0.0221 0.238 Vel = 3.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 7 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 5 9.500 6.01 1 20 10.0 13.958 150 11.779 to 0.0 10.000 0.0 6 9.500 16.89 1.101 0.0 23.958 0.0498 1.192 Vel = 5.69 6 9.500 0.0 1 N 7.0 20.042 150 12.971 to 2R 2.0 9.000 0.0 13 9.500 16.89 1.101 0.0 29.042 0.0498 1.445 Vel = 5.69 0.0 13 16.89 14.416 K Factor = 4.45 1 14.750 15.14 1 2R 2.0 20.417 150 7.246 to N 7.0 9.000 0.0 7 14.750 15.14 1.101 0.0 29.417 0.0407 1.196 Vel = 5.10 7 14.750 0.0 1 N 7.0 5.250 150 8.442 to 0.0 7.000 2.274 8 9.500 15.14 1.101 0.0 12.250 0.0407 0.498 Vel = 5.10 8 9.500 0.0 1 0 5.0 5.792 150 11.214 to 0.0 5.000 0.0 9 9.500 15.14 1.101 0.0 10.792 0.0406 0.438 Vel = 5.10 9 9.500 -9.14 1 2R 2.0 15.250 150 11.652 to 0.0 2.000 0.0 5 9.500 6.0 1.101 0.0 17.250 0.0074 0.127 Vel = 2.02 0.0 5 6.00 11.779 K Factor = 1.75 9 9.500 9.13 1 N 7.0 33.208 150 11.652 to 4R 4.0 11.000 0.0 10 9.500 9.13 1.101 0.0 44.208 0.0160 0.706 Vel = 3.08 0.0 10 9.13 12.358 K Factor = 2.60 D3 9.500 0.0 1 N 7.0 3.125 150 12.358 to 0 5.0 12.000 0.0 10 9.500 0.0 1.101 0.0 15.125 0 0.0 Vel = 0 10 9.500 9.13 1 0 5.0 15.750 150 12.358 to 0.0 5.000 0.0 11 9.500 9.13 1.101 0.0 20.750 0.0160 0.332 Vel = 3.08 0.0 11 9.13 12.690 K Factor = 2.56 D4 9.500 0.0 1 N 7.0 2.625 150 12.690 to 0 5.0 12.000 0.0 11 9.500 0.0 1.101 0.0 14.625 0 0.0 Vel = 0 11 9.500 9.13 1 R 1.0 9.000 150 12.690 to 0.0 1.000 0.0 12 9.500 9.13 1.101 0.0 10.000 0.0159 0.159 Vel = 3.08 0.0 12 9.13 12.849 K Factor = 2.55 D5 9.500 0.0 1 0 5.0 1.333 150 12.849 to 0.0 5.000 0.0 12 9.500 0.0 1.101 0.0 6.333 0 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 8 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 12 9.500 9.13 1 N 7.0 79.167 150 12.849 to 7R 7.0 19.000 0.0 13 9.500 9.13 1.101 O 5.0 98.167 0.0160 1.567 Vel = 3.08 13 9.500 16.89 1 N 7.0 5.792 150 14.416 to 0.0 7.000 0.0 TOR 9.500 26.02 1.101 0.0 12.792 0.1108 1.417 Vel = 8.77 0.0 TOR 26.02 15.833 K Factor = 6.54 TOR 9.500 26.02 1 2R 2.0 7.500 150 15.833 to Cpcv 1.913 10.912 3.248 BOR 2 26.02 1.101 N 7.0 18.412 0.1107 2.039 Vel = 8.77 BOR 2 0.0 1 Ad 2.0 2.000 150 21.120 to 0.0 2.000 0.0 POC 2 26.02 1.101 0.0 4.000 0.1108 0.443 Vel = 8.77 POC 2 0.0 1 Ltee 9.45 1.000 150 21.563 to 0.0 9.450 0.0 DS 2 26.02 1.025 0.0 10.450 0.1568 1.639 Vel = 10.12 0.0 DS 26.02 23.202 K Factor = 5.40 DS 2 H5 31.02 1.5 Lelbw 4.352 5.667 150 23.202 to Ad 3.5 7.852 2.454 UG1 -3.667 31.02 1.505 0.0 13.519 0.0335 0.453 Vel = 5.59 UG1 -3.667 0.0 1.5 3E 17.062 105.000 150 26.109 to 2F 5.687 22.749 0.0 UG2 -3.667 31.02 1.59 0.0 127.749 0.0256 3.269 Vel = 5.01 UG2 -3.667 0.0 1.5 E 5.687 2.167 150 29.378 to Ad 3.5 9.187 -0.939 UG3 -1.500 31.02 1.59 0.0 11.354 0.0257 0.292 Vel = 5.01 UG3 -1.500 0.0 1 Lbv 3.037 1.500 150 28.731 to Lcv 9.45 14.488 0.0 M1 -1.500 31.02 1.025 Ad 2.0 15.988 0.2171 3.471 Vel = 12.06 M1 -1.500 0.0 0.75 0.0 1.000 150 32.202 to 0.0 0.0 22.000 * * Fixed Loss = 22 M2 -1.500 31.02 0.785 0.0 1.000 0.7960 0.796 Vel = 20.56 M2 -1.500 0.0 1 Kav 16.354 0.500 150 54.998 to 0.0 16.354 0.0 UG4 -1.500 31.02 0.995 0.0 16.854 0.2510 4.230 Vel = 12.80 UG4 -1.500 0.0 1 Ad 2.0 35.000 150 59.228 to Kcs 4.766 13.775 1.949 101 -6 31.02 0.995 Ktee 7.009 48.775 0.2509 12.240 Vel = 12.80 101 -6 0.0 8 E 32.344 97.000 150 73.417 to T 62.89 102.420 0.0 102 -6 31.02 8.27 G 7.187 199.420 0 0.001 Vel = 0.19 102 -6 -14.60 8 4T 251.562 361.000 150 73.418 to 4G 28.75 280.311 0.0 103 -6 16.42 8.27 0.0 641.311 0 0.002 Vel = 0.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams KPS FIRE SPRINKLERS INC Page 9 CORAL MOUNTAIN Date 04/23/2021 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 103 -6 0.0 8 6F 97.031 798.000 150 73.420 to 3T 188.671 292.889 0.0 106 -6 16.42 8.27 G 7.1871090.889 0 0.003 Vel = 0.10 0.0 106 16.42 73.423 K Factor = 1.92 102 -6 14.60 8 3F 48.515 962.000 150 73.418 to 2G 14.375 314.453 0.0 104 -6 14.6 8.27 4T 251.5621276.453 0 0.003 Vel = 0.09 104 -6 0.0 8 8F 129.375 372.000 150 73.421 to 2G 14.375 269.532 0.0 105 -6 14.6 8.27 2T 125.781 641.532 0 0.001 Vel = 0.09 105 -6 0.0 8 G 7.187 165.000 150 73.422 to T 62.89 70.077 0.0 106 -6 14.6 8.27 0.0 235.077 0 0.001 Vel = 0.09 106 -6 16.42 6 E 22.818 15.000 150 73.423 to G 4.89 27.707 0.0 SRC -6 31.02 6.16 0.0 42.707 0 0.001 Vel = 0.33 0.0 SRC 31.02 73.424 K Factor = 3.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ZDomestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: RUSSELL JONES Date: 2/17/21 Address: PO BOX 13290 APN: Req. Fire Flow: gpm at 20psi for hours. PALM DESERT, CA 92255 Contact Name: RUSSELL JONES Project Name: CORAL MOUNTAIN Phone: 760.200.6607 Email: rjones@altaverdebuilders.com Cell: 760.200.6607 Domestic Water System FIRE FLOW ANALYSIS ON F/Y IN FRONT OF 57620 SANTO THOMAS, LA QUINTA, LOTS 27 & 28, Flow Analysis Location: GEO 6-7-21-4, PZ 21-11899 Model Information Flow Analysis Description DomesticCVWD • • Requested Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): -36 system flow available without exceeding Steady State, Dynamic (psi): 90.8 Residual Pressure (psi): 84.4 Fire Flow Tested (gpm): 1,250 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J3130 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6726/27.4' Pumps Operating No's: Pumps On Pressure Zone and HGL: Lake Cahuilla (145') Model: Working 5-9-19-CVWD-DomesticWater 012616 Comments: The domestic water system is capable of providing 1,250 gpm for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is 4,750 gpm. Please note the theoretical flow exceeds CVWD's design criteria on the domestic water network. ^.rzti%_ .:.1 - , C�� i'a .i� .'Sr_ ' r.".+- .�: :.Kfiid 'i .. •'i . These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397. Completed By: A&=yt�17, Date: J s Page 1 of 1 ENG DS-016 v�ATER (8/31/15) NS TRTR%65 3NI-1 ino r Mug man 3 Ei�i �• � � r W MIAMI ... 1 FIRE SPRINKLER MATERIAL BROCHURE ALTA VERDE CORAL MOUNTAIN TRACT # 34243 NEW DETACHED SINGLE-FAMILY RESIDENCES MASTER PLAN D MASTER PLAN D-MODERN MASTER PLAN J MASTER PLAN J-MODERN MASTER PLAN Z LA QUINTA, CA 92253 wff;ws Fire + Security+ Connectivity LICENSE # (C-16) 954532 760 Rochester Ave. Ste. B • Ontario, CA 91761 • Phone (909) 980-9222 • (909) 980-4477 TABLE OF CONTENTS A. Sprinkler Heads B. Pipes and Fittings c. Hangers and Straps D. Valves and Devices A. SPRINKLER HEADS Bulletin 006 September 2020 Reliable Features cULus Listed as Residential Sprinklers Push -On cover plate installation Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI standard 61 Annex G (LL) and Australian WaterMark Certified (WMCS). Model RFC30 sprinklers have a 1650F (74°C) temperature rated fusible -link operating element. Model RFC43, RFC49, RFC58, and RFC76 sprinklers are offered with either a 1650F (74°C) or 212OF (100°C) temperature rated fusible -link oper- ating element. Sprinklers with a 1650F (74°C) temperature rating are ordinary temperature classification and are listed for use with a 1350F (57°C) temperature rated cover plate. Sprinklers with a 212OF (100°C) temperature rating are inter- mediate temperature classification and are listed for use with a 1650F (74°C) temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC or Model G5 Cover Plate. Model G5 Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup. Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment. Model RFC and G5 Cover Plates are available in a variety of finishes as listed in Table H. Model RFC Series Residential Sprinklers Flat Concealed Pendent Model RFC30 & RFC30LL Model RFC49 & RFC49LL Model RFC76 cULus Listed Model RFC43 & RFC43LL Model RFC58 )M Model RFC & G5 Cover Plate Sprinkler Model p Nominal K-Factor gpm/psi12 (1/min/bar12) Max. Coverage Area ft x ft (m x m) Listings & Approvals Sprinkler Identification Number (SIN) RFC30 3.0(43) 14 x 14 (4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14 (4.3 x 4.3) cULus, LL, WMCS RA3211 RFC43 4.3(62) 20 x 20 (6.1 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20 (6.1 x 6.1) cULus, LL, WMCS RA3212 RFC49 4.9(71) 20 x 20 (6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20 (6.1 x 6.1) cULus, LL, WMCS RA3216 RFC58 5.8(84) 20 x 20 (6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20 (6.1 x 6.1) cULus RA0618 cULus: cULus Listed to UL1626, Residential Sprinklers for Fire Protection Service. LL: cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (Less than 0.25% Lead content). WMCS: Australian WaterMark Certified. www.reliablesprinkler.com Technical Specifications Style: Flat Concealed Pendent Threads: 1/2" NPT or ISO 7-1 R1/2 Nominal K-Factor: 4.9 (71 metric) Max. Working Pressure: 175 psi (12 bar) Min. Spacing: 8 ft. (2.4 m) Material Specifications Thermal Sensor: Nickel Alloy Solder Link Sprinkler Body: Brass Alloy Levers: Bronze Alloy Yoke: Brass Alloy Sealing Assembly: Nickel Alloy with PTFE Load Screw: Bronze Alloy Towers: Copper Alloy Pins: Stainless Steel Deflector: Bronze Alloy Cup: Steel Sensitivity Fast -response Temperature Rating Ordinary: 165°F (74°C) sprinkler 135°F (57°C) cover plate Intermediate: 212°F (100°C) sprinkler 165°F (74°C) cover plate Cover Plate Model G5 Cover Plate Sprinkler Wrench Model FC (without wrench -able cap) Model W3 (with wrench -able cap) Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G (RFC49LL only) Watermark Certified (RFC49LL onlv) Model RFC49 & RFC49LL Sprinkler Components and Dimensions i nrei Body Cup Towe Fusible L Deflector (retn Pin (extei Deflector (extent Bottom View 2-5/16" (58 mm) Dia. 1 1-3/4" (44 mm) +/- 1/4" (6 mm) Nominal face of fitting to ceiling �3/16"(5mm) Model G4/G5 Cover Plate 3-5/16" (84 mm) Dia. -1 \ Ceiling Model RFC49 & RFC49LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual PressureM Max. Coverage Area(') Ordinary Temperature Intermediate Temperature Flow Pressure Flow Pressure ft. x ft. (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 16 x 16 13 7.0 13 7.0 (4.9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in Table D above and (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 006 Reliable Page 4 of 8 September 2020 www.reliablesprinkler.com Cover Plate Finishes(') Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad (3) Custom Color Paint(2) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi -gloss, unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the backside. Cover plates are not listed or approved as corrosion resistant. Installation Dimensions Recommended Min. to Min. to Max. Sprinkler Cover Cover Plate Hole Diameter Cover Plate Max. Face Dropped Deflector Cover Plate Model Plate Diameter in Ceiling Adjustment of Fitting to Distance below Temperature Model inch (mm) inch (mm) inch (mm) Ceilings') Ceiling Rating inch (mm) inch (mm) RFC30, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 1350F RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350F(2) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 1650F(3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 165°F(3) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up. Verify dimensions based on fitting and thread sealing method prior to installation. A 1/2" x 1/2" brass nipple extension (Reliable P/N 6999991900) is available where necessary for replacement of existing sprinklers. 2. For use with 165°F (74°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F (38°C). 3. For use with 212°F (100°C) temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F (66°C). Installation Model RFC series sprinklers are intended to be installed in accordance with NFPA 13, NFPA 13R, or NFPA 13D, as well as the requirements of applicable authorities having jurisdiction. Model RFC series sprinklers must not be installed in ceilings with positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation. Model RFC series sprinklers are shipped with a wrench -able protective cap that should remain on the sprinkler until the sprinkler system is placed in service following construction. Model RFC series sprinklers can be installed without removing the wrench -able protective cap using the Model W3 wrench. Alternatively, Model RFC series sprinklers can be installed using the Model FC wrench by temporarily removing the protective cap during installation of the sprinkler. The use of any other wrench to installed Model RFC series sprinklers is not permitted and may damage the sprinkler. Fully insert the Model W3 wrench over the cap until it reaches the bottom of the cup, or the Model FC wrench over the sprinkler until the wrench engages the body. Do not wrench any other part of the sprinkler/cup assembly. The Model W3 and FC wrenches are designed to be turned with a standard 1/2" square drive. Tighten the sprinkler into the fitting after applying a PTFE based thread sealant to the sprinkler's threads. Recommended installation torque is 8 to 18 ft-Ibs (11 to 24 N-m) for 1/2" thread sprinklers and 14 to 20 ft-Ibs (19 to 27 N-m) for 3/4" thread sprinklers. Do not exceed the maximum recommended torque. Exceeding the maximum recommended torque may cause leakage or impairment of the sprinkler. Use care when inserting or removing the wrench from the sprinkler to avoid damage to the sprinkler. Install the cover plate by hand by pushing the cover plate into the cup and turning the cover in the clockwise direction until it is tight against the ceiling. Application Model RFC series sprinklers are intended for installation where residential sprinklers are permitted or required by NFPA 13, NFPA 13R, and NFPA 13D. The sprinklers are concealed pendent residential sprinklers. Model RFC 30 and RFC30LL sprinklers are available in ordinary temperature classification for installation where the Maximum Ceiling Temperature does not exceed 100OF (380C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, and RFC76 sprinklers are available in either ordinary or intermediate temperature classification for installation where the Maximum Ceiling Temperature does not exceed 100OF (38°C) or 150OF (660C), respectively. Bulletin 006 September 2020 Page 7 of 8 www.reliablesprinkler.com Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench -able cap installed with wrench -able cap installed Model W8 High -strength plastic wrench for limited (emergency) use with Model RFC Series sprinklers without wrench -able cap installed. Meets NFPA requirements for sprinkler wrench on premises. Maintenance Model RFC series sprinklers 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 gentle vacuuming. Replace any sprinkler cover plate assembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replace- ment 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 operation or non -oper- ation. Guarantee For the Reliable Automatic Sprinkler Co., Inc. guarantee, terms, and conditions, visit www.reliablesprinkler.com. Listings and Approvals Listed by Underwriters Laboratories, Inc. and UL Certified for Canada to UL1626, Residential Sprinklers for Fire -protection Service (cULus). Certified by Underwriters Laboratories, Inc. and Underwrit- ers Laboratories of Canada for Health Effects to NSF/ANSI Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL only). Australian WaterMark Certified (RFC30LL, RFC43LL, and RFC49LL only). Patents Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, and RFC76 sprinklers are covered by U.S. Patent No. 9,248,327 and U.S. Patent No. 7,275,603. Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are additionally covered by U.S. Patent No. 8,776,903. Ordering Information Specify the following when ordering. Sprinkler • Model (RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, RFC58, RFC76) • Temperature Rating Cover Plate • Model RFC or G5 • Temperature Rating • Finish (See Table H) Sprinkler Wrench • Model FC • Model W3 • Model W8 (Limited use) r. n Bulletin 006 September 2020 Page 8 of 8 www.reliablesprinkler.com B. PIPES AND FITTINGS Schedule 40 PVC Pipe Dimensions & Pressure Ratings Schedule 40 Pipe OMMER�CIAL INDUSTRIAL SUPPLY Commercial-Industrial-Supply.com Nom. Pipe Size (in)I.D. O.D. Average Min. Wall Nominal Wt./Ft. Maximum W.P. PSI` 1 /8 0.405 0.249 0.068 0.051 810 1 /4 0.540 0.344 0.088 0.086 780 3/8 0.675 0.473 0.091 0.115 620 1 /2 0.840 0.602 0.109 0.170 600 3/4 1.050 0.804 0.113 0.226 480 1 1.315 1.029 0.133 0.333 450 1-1/4 1.660 1.360 0.140 0.450 370 1-1/2 1.900 1.590 0.145 0.537 330 2 2.375 2.047 0.154 0.720 280 2-1/2 2.875 2.445 0.203 1.136 300 3 3.500 3.042 0.216 1.488 260 3-1/2 4.000 3.521 0.226 1.789 240 4 4.500 3.998 0.237 2.118 220 5 5.563 5.016 0.258 2.874 190 6 6.625 6.031 0.280 3.733 180 8 8.625 7.942 0.322 5.619 160 10 10.750 9.976 0.365 7.966 140 12 12.750 11.889 0.406 10.534 130 14 14.000 13.073 0.437 12.462 130 16 1 16.000 14.940 0.500 16.286 130 18 18.000 16.809 0.562 20.587 1 130 20 20.000 18.743 0.593 24.183 1 120 24 24.000 22.544 0.687 33.652 1 120 Maximum PVC Service Temperature 140 °F Threading Schedule 40 Pipe is not recommended. Pressure De -rating at Elevated Temperatures The pressure ratings above are for water at 73 degrees Fahrenheit. To calculate elevated temperature rating use the following formula: Max Pressure = (73) x (Derating Factor) PVC Pipe Operating Temp (7) De -Rating Factor 73 1.00 80 0.88 90 0.75 100 0.62 110 0.51 120 0.40 130 0.31 140 0.22 For more information or to order PVC pipe please speak to our product experts Call Toll Free: 866-777-8001 Commercial Industrial Supply www.Commercial-Industrial-Supply.com Schedule 80 PVC Pipe Dimensions & Pressure Ratings Schedule 80 Pipe G'0MMERCL4L INDUSTRIAL SUPPLY Commercial-Industrial-Supply.com Nom. Pipe Size (in) O.D. Average I.D. Min. Wall Nominal Wt./Ft. Maximum. W.P. PSI* 1 /8 .405 .195 0.095 0.063 1230 1 /4 .540 .282 0.119 0.105 1130 3/8 .675 .403 0.126 0.146 920 1 /2 .840 .526 0.147 0.213 850 3/4 1.050 .722 0.154 0.289 690 1 1.315 .936 0.179 0.424 630 1-1/4 1.660 1.255 0.191 0.586 520 1-1/2 1.900 1.476 0.200 0.711 470 2 2.375 1.913 0.218 0.984 400 2-1/2 2.875 2.290 0.276 1.500 420 3 3.500 2.864 0.300 2.010 370 3-1/2 4.000 3.326 0.318 2.452 350 4 4.500 3.786 0.337 2.938 320 5 5.563 4.768 0.375 4.078 290 6 6.625 5.709 0.432 5.610 280 8 8.625 7.565 0.500 8.522 250 10 10.750 9.493 0.593 12.635 230 12 12.750 11.294 0.687 17.384 230 14 14.000 12.410 0.750 20.852 220 16 16.000 14.213 0.843 26.810 220 18 18.000 16.014 0.937 33.544 220 20 20.000 17.814 1.031 41.047 220 24 24.000 21.418 1.218 58.233 210 Maximum PVC Service Temperature 140OF Pressure De -rating at Elevated Temperatures The pressure ratings above are for water at 73 degrees Fahrenheit. To calculate elevated temperature rating use the following formula: Max Pressure = (73) x (Derating Factor) PVC Pipe Operating Temp (7) De -Rating Factor 73 1.00 80 0.88 90 0.75 100 0.62 110 0.51 120 0.40 130 0.31 140 0.22 EX: 2" PVC SCHEDULE 80 @ 120°F = 400 psi x 0.40 =160 psi max. @ 1207. For more information or to order PVC pipe please speak to our product experts Call Toll Free: 866-777-8001 Commercial Industrial Supply www.Commercial-Industrial-Supply.com Pipe Manufactured for Viking SupplyNet by Viking Plastics, LLC (Huntsville, Alabama USA.) Size 3/4" Part Number 34PIPE Bag • 240 ft 1" 1 PIPE 150 ft 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 - r4 Reducing Tee Size 3/4" Part Number V5011-007 Box . 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 Size 3/4"0/4"xi" Part Number V5011R-102 Box • 10 1"0/4"0/4" V5011 R-125 100 1 "x3/4"x1 " V5011 R-126 10 1 "xi "x3/4" V5011 R-131 100 1-1/4"xi"x3/4" V5011R-157 5 1-1/4"x1"x1" V5011R-158 25 1-1/4"xl"x1-1/4" V5011R-159 5 1-1/4"xl-1/4"x3/4" V5011 R-167 25 1-1/4"x1-1/4"x1" V5011R-168 25 1-1/4"xl-1/4"xl-1/2" V5011 R-169 5 1-1/2"xl-1/4"x3/4" V5011R-201 5 1-1/2"x1-1/4"xl" V5011R-202 5 1-1/2"xi-1/2"x3/4" V5011 R-210 25 1-1/2"xl-1/2"xl" V5011R-211 25 Size I Part Number -1 Box . Tee (continued) 2" V5011-020 2 2-1/2" V5011-025 1 3" V5011-030 1 Size I Part Number Box • Reducing Tees (continued) 1-1/2"xl-1/2"xi-1/4" V5011 R-212 5 1-1/2"xl-1/2"x2" V5011R-213 5 2"x2"x3/4" V5011 R-248 2 2"x2"xl" V5011R-249 10 2"x2"xl-1/4" V5011 R-250 2 2"x2"x1-1/2" V5011 R-251 2 2-1/2"x2-1/2"xl" V5011R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xi-1/2" V5011 R-291 1 2-1/2"x2-1/2"x2" V5011 R-292 1 YxYxl-1/2" V5011 R-337 1 3"xYx2" V5011 R-338 1 YxYx2-1/2" V5011 R-339 1 www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Standard Fittings continued from Page 1 90' Elbow 45' Elbow Cross Coupling Reducing Coupling Bushing Cap A Size 3/4" Part Number V5007-007 I Box • 250 1" V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 2" V5007-020 j 10 Size 3/4" Part Number V5006-007 Box • 250 1" V5006-010 100 1-1/4" V5006-012 5 1-1/2" V5006-015 5 Size 3/4" Part Number V5035-007 I Box • 10 1" V5035-010 100 1-1/4" V5035-012 5 1-1/2" V5035-015 6 2" V5035-020 j 4 3/4" NumberSize Part V5001-007 Box • 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 1" x 3/4" NumberSize Part V5001R-131 Box • 10 1-1/4" x 1" V5001 R-168 5 1-1/2" x 3/4" V5001 R-210 5 1-1/2" x 1" V5001 R-211 5 Size 1" x 3/4" Part Number V5018-131 Box • 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1" V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1- V5018-211 25 1-1/2" x 1-1/4" V5018-212 25 2" x 3/4" V5018-248 2 2" x 1" V5018-249 2 Size 3/4" Part Number V5017-007 Box • 250 1" V5017-010 100 1-1/4" V5017-012 5 1-1/2" V5017-015 5 Size I Part Number -1 Box • 90' Elbow (continued) 2-1/2" V5007-025 1 3" V5007-030 1 1" x 3/4" V5007R-131 100 Size I Part Number Box • 45° Elbow (continued) 2" V5006-020 2 2-1/2" V5006-025 1 3" V5006-030 1 Size I Part .• Box • Cross (continued) 2-1/2" V5035-025 4 3" V5035-030 1 1"x1"x3/4"x3/4" V503511-131 10 Size I 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 (continued) 1-1/2" x 1-1/4" V5001 R-212 5 2"x1" V5001R-249 2 2" x 1-1/2" V5001 R-251 2 Size I Part Number Box • Bushing (continued) 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 -1 Box • Cap (continued) 2" V5017-020 2 2-1/2" V5017-025 1 3" V5017-030 1 www.vikinggroupinc.com Sprinkler Head Adapters BRASTIC" Sprinkler Size Part NumberBox • 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 Adapter with Metal Thread Insert ' 3/4" x 1/2" NumberSize Part 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 0:1 1" x 1/2" V50032SBI-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 • 100 1" x 1/2" V50073SBI-130 50 1" x 3/4" V50073SBI-131 10 1-1/4" x 1/2" V50073SBI-166 5 Size 1"xl"xl" Part Number Box • V5012SBI-010 50 3/4"x3/4"xl/2" V5012SBI-101 10 1"x1"x1/2" 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"xl/2" V5012SBI-247 2 Size I Part Number -1 Box • Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"x3/4"x1/2" V5012RSBI-124 10 1-1/4"xi"x1/2" 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"" V5014RSB1-122" 10 "Socket x FIPT x Socket Sprinkler Head Back to Size Part Number Box Qry. Back Cross with Metal Thread Insert 1x1"x1/2"x1/2" 1-1/8" V50353SBIS-130 1 ixl"xl/2"xl/2" 1-15/16" V50353SBIL 130 1 Back to Back Tee with Size Part Number Box • Metal Threads Insert 1/2"xl/2"xl" 1-1/8" V501133SBIS-075 48 1/2"xl/2"xl" 1-15/16" V501133SBIL-075 48 r= Size I Part Number I Box Qty. Test Plug V450-005 50 www.vikinggroupinc.com Transition Fittings Female Adapter with Size Part Number I Box • • Metal Thread Insert 3/4" V5003BI-007 10 Female Adapter w/Metal Thread Inserts (continued) 1" V5003B1-010 50 1-1/2" V5003B1-015 5 1-1/4" V5003BI-012 5 2" V5003B1-020 2 Spigot Female Adapter Size Part Number Box • with Metal Thread Insert 3/4" V50032BI-007 10 1" V50032BI-010 10 Male Adapter with Size Part Number Box • • Metal Thread Insert 3/4" V5004BI-007 10 Male Adapter w/Metal Thread Inserts (continued) 1" V5004BI-010 10 I 1-1/2" V5004BI-015 5 1-1/4" V5004BI-012 5 2" V5004BI-020 2 Grooved Coupling Size Part Number Box • • Adapter 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 Standard Union 4 Accessories Size 3/4" Part Number V5033E-007 I Box • 1 1" V5033E-010 1 1-1/4" V5033E-012 1 1-1/2" V5033E-015 1 Solvent Cement Size Part NumberBox Qty Quart V5097Q 12 Pint V5097P 12 Dauber Size Part Number I Box Qty Small V5093-S 100 Large V5093-L 100 Size I Part Number -1 Box • Standard Union (continued) 2" V5033E-020 1 2-1/2" V5033E-025 1 3" V5033E-030 1 7Size I Part Number I Box Qty 7 Size I Part Number I Box Qty 77 Refer to manufacturers DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c @us <F""> ONSF APPROVED www.vikinggroupinc.com September 2010 Viking Plastics Features • Sizes Available (Nominal): 3/4" (DN20) through 3" (DN80) pipe diameters, with a Standard Dimension Ratio (SDR) of 13.5 as specified in ASTM F442. • Environmental Specifications: Indoor use only. Maximum Ambient Temperature: 150°F (65°C) • Hazen -Williams C Value: 150 BIazeMaste,-'11" CPVC Pipe • Pressure Data: Working Pressure: 175 PSI (12.1 bar) at 150°F (65°C) • Specifications: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Pipe meets or exceeds ASTM F442. • Certified by NSF International for potable water services. • CPVC pipe from Viking Plastics use compound cell class 23547 (demonstrated highest structural properties). • cULus Listed, FM Approved, New York City (MEA) Approved, LPCB Approved. CPVC PIPE PHYSICAL DATA FM SF pPPCB Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 15' (4,6 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 2.52 1,14 15 4.6 cU NSFFM 34PIPE 1" DN25 1.315 33,401 1.101 27,965 3.93 1,78 15 4.6 1PIPE 1 1/4" DN32 1.660 42,164 1.394 35,408 6.27 2,84 15 4.6 114PIPE 1 1/2" DN40 1.900 48,260 1.598 40,589 8.22 3,73 15 4.6 112PIPE 2" DN50 2.375 60,325 2.003 50,876 12.89 5,85 15 4.6 2PIPE 21/2" DN65 2.875 73,000 2.423 61,500 18.86 8,55 15 4.6 212PIPE 3" DN80 3.500 88,900 2.950 74,900 28.01 12,71 15 4.6 3PIPE Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 103 (3,05 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 1.68 0,76 10 3,05 cU NSFFM 1 34PIPE10 1" DN25 1.315 33,401 1.101 27,965 2.62 1,19 10 3,05 1PIPE10 1 1/4" DN32 1.660 42,164 1.394 35,408 4.18 1,90 10 3,05 114PIPE10 1 1/2" DN40 1.900 48,260 1.598 40,589 5.48 2,49 10 3,05 112PIPE10 2" DN50 2.375 60,325 1 2.003 1 50,876 1 8.59 3,90 10 3,05 1 2PIPE10 21/2" DN65 2.875 73,000 2.423 61,500 12.57 5,70 10 3,05 212PIPE10 3" DN80 3.500 88,900 2.950 1 74,900 1 18.67 8,47 10 3,05 3PIPE10 NOTE: CPVC Pipe is produced in SDR 13.5 Dimensions in accordance with ASTM F442. Standard Dimension Ratio is the ratio of the outside pipe diameter to the wall thickness of the pipe. Blazemaster® is a registered trademark of Lubrizol. Specifications subject to change without notice *Empty pipe weights IMPORTANT. Installers should receive thorough hands-on training in the proper methods of assembly and installation of CPVC products CR Trusted above all TM N I [a M* Viking Plastid CPVC Pipe Product Specifications BIazeMastei-°1" CPVC Pipe Corrosion resistant CPVC fire sprinkler pipe, when installed in strict accordance with the manufacturer's design and instal- lation instructions, is UL and c-UL Listed by Underwriters Laboratories for use in the following: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Residential occupancies up to and including four stories in height as defined by NFPA 13R. • Residential occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings, NFPA 13D. • Installation of private fire service mains and their appurtenances, NFPA 24. CPVC fire sprinkler pipe from Viking Plastics shall be employed in wet pipe systems only and are not listed for outdoor use. CPVC pipe must never be used in a system using compressed air or other gases. CPVC pipe from Viking Plastics also carries the follow- ing enhanced listings and approvals: • According to UL Listing • Can be flush at return air plenums • Exposed system risers NFPA 13D, 13R • Exposed basement NFPA 13D (solid wood joist) • Extended coverage (exposed) • 20' spacing on pendent in lieu of 15' • 18' spacing on sidewall in lieu of 14' • Use with combustible concealed sprinklers • Tyco attic sprinkler head (to protect the floor below) • Tyco attic sprinkler head with wet system piping (feed main and ridge installation) New and enhanced listings and approvals are being pursued. Always check with the appropriate Listing and Approval agency for details on current listing parameters. CPVC pipe meets all applicable standards for pressure rated applica- tion as required in ANSI -NSF Standard 14 and complies with ANSI -NSF Standard 61 for health effects and are marked with the NSF-pw end use marking. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems, and shall carry a rated working pressure of 175 psi @ 150°F (12 bar @ 65.5°C). *The FM Approval is limited to use in wet pipe fire protection sprinkler systems for light hazard occupancies in both concealed and exposed applications with certain restrictions. Piping must always be installed in strict accordance to the manufacturer's DESIGN AND INSTALLATION GUIDE, including product storage and handling, joining methods, supporting and bracing, expansion and con- traction allowance and testing, etc. National Fire Protection Association (NFPA) Standards 13, 13D, and 13R must be referenced for design and installation requirements in conjunction with the installation instructions. • Exposed sidewall sprinkler listing for exposed pipe & fittings • 24' extended coverage sidewall sprinkler, 12" drop, 155T sprinkler head • 18' extended coverage sidewall sprinkler, 12" drop, 165T sprinkler head • 16' extended coverage sidewall sprinkler, 12" drop, 175T sprinkler head • 14' standard coverage sidewall sprinkler, 12" drop, 200T sprinkler head Factory Mutual Approved* • Factory Mutual Approval exposed • Factory Mutual Approval above drop -in ceilings • Factory Mutual Approval exposed w/Soffi-Steel soffiting covering system All CPVC fire sprinkler pipe from Viking Plastics is manufactured in the USA. All CPVC pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site, until shipped from the factory. The pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foun- dation (NSF) seal of approval for potable water applications. CPVC products are intended for use in areas where the maximum ambi- ent temperature does not exceed 150°F (65.5°C). If the ambient tempera- ture is expected to exceed this limitation, refer to the manufacturer's DE- SIGN AND INSTALLATION GUIDE for additional information on methods to reduce the pipe exposure temperatures. CPVC pipe is not intended to be installed in outdoor applications. CPVC pipe is intended to be used in wet pipe systems only and have not been investigated for use in dry pipe systems. Special installation and design criteria relative to pipe hanger spacings, piping and sprinkler restraint, sprinkler temperature rating, piping locations, testing procedures and friction loss characteristics are specified in the manufacturer's installation instructions provided with the pipe. The manufacturer's installation instructions should be reviewed and the Authority Having Jurisdiction consulted before installation. Trusted above all TM NIKJM4® C. HANGERS AND STRAPS Pipe Clamps TOLCOT" Fig. 22 - Hanger for CPVC Plastic Pipe Single Fastener Strap Size Range: 3/4" (20mm) thru 2" (50mm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. The product acts as a hanger when tab is upward and the fastener screw is in the horizontal position. Fig. 22 can be installed on the top of a beam, but in this situation acts as a guide to the piping which is supported by the beam itself. It is not intended to support CPVC pipe from under a flat horizontal surface, such as a ceiling. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (o.9mm) steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 22 incorporates features which protect the pipe and ease installation. The flared edge design protects CPVC pipe from any rough surface. It is easily attached to the building structure using the special UL Listed hex head self threading screw* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment to be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized Order By: Part number and CPVC pipe size. * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. I@" LWFA b Part No. CPVC Pipe Size in. (mm) A in. (mm) in. B (mm) in. c (mm) Max. Hanger Spacing Ft. (m) Fastener Hex Head Size in. (mm) Approx. Wt./100 Lbs. (kg) 22-3/4 3/4" (20) 27/16" (61.9) 15/16" (33.3) 13/16" (30.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) CD n 22-1 1" (25) 211/16" (68.3) 17/16" (36.5) 13/16" (30.2) 6 (1,83) 5/16" (7.9) 9 (4.1) iv 9 22-11/4 11/4" (32) 31/16" (77.8) 15/8" (42.3) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) w 22-11/2 11/2" (40) 35/16" (84.1) 13/4" (44.4) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 22-2 2" (50) 33/4" (95.2) 21/8" (54.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 95 B-Line series Pipe Hangers & Supports TOLCO'' Fig. 221-2 - One Hole Hanger/Restrainer for CPVC & Steel Pipe Size Range: 3/4" (20mm) thru 2" (50mm) CPVC & steel pipe Material: Pre -Galvanized Steel Function: cULus Listed to perform as a hanger and restrainer for CPVC or IPS piping systems. The innovative design also allows for a preferred installation location close to a CPVC fitting without applying damaging compression forces on the pipe which could result in serious Mechanical ESC (Environmental Stress Cracking). Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cLIQ to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (o.9mm) steel using (1) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Installation Note: Comes in open position for easier installation. Because of multi — structural installation possibilities, specific fastener not included; see notes below for various applications. For Concrete Installation — UL requires a minimum test load of 340 lbs. (1.5kN) for CPVC hangers and 750 lbs. (3.3kN) for steel pipe hangers; verify anchors meet or exceed these requirements. For Wood Installation — Test results have shown that #14 x 11/2" wood screws will support the required load for c UL us. For Steel Installation — Test results have shown that 1/4" x 1 " (min. 20ga steel) Tek type screw will support required UL load. Finish: Pre -Galvanized Order By: Part number Patent Pending Mounting _ .-- --- Surface Tab Down �- - - '� Hanger/Restrainer or Tab Up- ------ Sprinkler Head It Pipe OD Offset -- : - Design Hanger/Restrainer Fitting OD Pipe Clamps &us LISTED CPVC or Steel Max. Hanger Max. Hanger Approx. Pipe Size A B C Spacing - CPVC Spacing - Steel Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) R. W in. (mm) Lbs. (kg) 2211.2-3/4 3/4" (20) 23/16" (55.6) 15/16" (23.8) 3/4" (19.0) 51/2 (1.67) NA (NA) 9 (4.1) 221-2-1 1" (25) 21/2" (63.5) 11/8" (28.6) 3/4" (19.0) 6 (1,83) 12 (3.66) 9 (4.1) 2211.2-11/4 11/4" (32) 213/16" (71.4) 11/4" (31.7) 3/4" (19.0) 61/2 (1.98) 12 (3.66) 11 (5.0) 221.2-11/2 11/2" (40) 31/8" (79.4) 17/16" (36.5) 3/4" (19.0) 7 (2.13) 15 (4.57) 12 (5.4) 2211.2-2 2" (50) 39/16" (90.5) 15/8" (41.3) 3/4" (19.0) 8 (2.44) 15 (4.57) 15 (6.8) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 96 Eaton h Pipe Clamps TOLCOT' Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap UL us LISTED Size Range: 3/4" (20mm) thru 3" (80mm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Fig. 23 can be installed on the top, bottom or side of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) sizes 3/4" (2omm) thru 2" (50mm) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.9mm) steel using (2) 1/4' x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized Order By: Part number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. AI Part No. CPVC Pipe Size in. (mm) A in. (mm) B in. (mm) C in. (mm) Max. Hanger Spacing Ft. (m) Fastener Hex Head Size in. (mm) Approx. Wt./100 Lbs. Ikg) m n 23-3/4 3/4" (20) 31/8" (79.4) 19/16" (39.7) 13/16" (30.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) v -33 23-1 1" (25) 33/8" (85.7) 111/16" (42.9) 13/16" (30.2) 6 (1,83) 5/16" (7.9) 9 (4.1) H 23-11/4 11/4" (32) 43/16" (106.4) 23/32" (53.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 23-11/2 11/2" (40) 47/16" (112.7) 27/32" (56.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 23-2 2" (50) 47/8" (123.8) 27/16" (61.9) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) 23-21/2 21/2" (65) 53/8" (136.5) 211/16" (68.3) 13/16" (30.2) Consult Factory 5/16" (7.9) 22 (10.0) 23-3 3" (8o) 6" (152.4) 3" (76.2) 13/16" (30.2) Consult Factory 5/16" (7.9) 25 (11.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 97 B-Line series Pipe Hangers & Supports Pipe C1 11 TOLCO' Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Side Mounted Size Range: 3/4" (20mm) thru 2" (50mm) CPVC pipe Material: Pre -Galvanized Steel Function: Intended to perform as a hanger to support CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge (0.912mm) steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features: Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) are allowed. Damage has been known to result from installations using impact type tools. No pre -drilling of a pilot hole in wood is required. Finish: Pre -Galvanized Order By: Part number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C @us LISTED C " �B B� \ A, CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing Head Size Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) Ft. (m) in. (mm) Lhs. (kg) 24-3/4 3/4" (20) 25/16" (58.7) 15/32" (27.8) 13/16" (30.2) 51/2 (1.67) 5/16" (7.9) 9 (4.1) 24-1 1" (25) 25/8" (66.7) 15/16" (33.3) 13/16" (30.2) 6 (1,83) 5/16" (7.9) 9 (4.1) 24-11/4 11/4" (32) 3" (76.2) 11/2" (38.1) 13/16" (30.2) 61/2 (1.98) 5/16" (7.9) 11 (5.0) 24-11/2 11/2" (40) 31/4" (82.5) 15/8" (42.3) 13/16" (30.2) 7 (2.13) 5/16" (7.9) 12 (5.4) 24-2 2" (50) 311/16" (93.7) 127/32" (43.6) 13/16" (30.2) 8 (2.44) 5/16" (7.9) 15 (6.8) N C. E m V m a 'a All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 98 Eaton Pipe Clamps TOLCOT" Fig. 28 - "Stand -Off' Hanger & Restrainer for CPVC Plastic Pipe Size Range: — 3/4" (20mm) through 2" (50mm) Material: — Steel, Pre -Galvanized Function: — Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off' design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces. • Unique twist and lock design holds pipe firmly in place and allows retrofit type of installation. • The "Stand -Off' design eliminates the need for wood block extension. • Can be installed on horizontal or vertical piping regardless of mounting surface orientation. • Attaches easily to wood structure with two hex head self -threading screws furnished with product. • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe. • Attaches easily to steel, minimum 18 gauge (1.024mm) with (2) 1/4" x 1" tek type self drilling tapping screws. • UL Listed as a hanger and a restrainer for fire sprinkler piping. Approvals: — Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners supplied with product, or into minimum 18 gauge steel using (2) 1/4" x 1" tek type screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28 satisfies the UL vertical restraint requirement where needed. UL Listed as a hanger and vertical restraint when installed on 3/8" (9.5mm) composite wood material. Use two Fig. 27B Speed Nuts when used as a hanger and restraint. Use one Fig. 27B Speed Nut on the upper installed screw when used as a hanger only. Order by: — Part number and pipe size. Pat. # 7,455,268, Pat. # 7,832,248 Fig. 27B (1) Required High v Side of Hanger Application r' N � Hanger Application Fig. 27B (2) Required Hanger and Restraint Application C&S LISTEQ F i Pipe Size A B C Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28-3/4 3/4" (20) 31/32" (77.0) 2" (50.8) 31/2" (88.9) 18 (8.1) 28-1 1" (25) 35/16" (84.1) 23/16" (55.6) 31/2" (88.9) 21 (9.5) 28-11/4 11/4" (32) 35/8" (92.1) 23/8" (60.3) 31/2" (88.9) 23 (10.4) 28-11/2 11/2" (40) 4" (101.6) 21/2" (63.5) 31/2" (88.9) 31 (14.0) 28-2 2" (50) 41/2" (114.3) 211/16" (68.3) 35/8" (92.1) 34 (15.4) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 101 B-Line series Pipe Hangers & Supports Pipe Clamps TOLCO' Fig. 28M - Offset Hanger & Restrainer for CPVC Plastic Pipe Size Range: 3/4" (20mm) thru 2" (32mm) Material: Steel, Pre -Galvanized Function: Designed to be used as a hanger and restrainer for CPVC piping where the "stand-off" design will ease installation by eliminating the need for wood blocking. Features: • Flared edge design protects CPVC pipe from any rough or abrasive surfaces • Unique snap -on design holds pipe firmly in place and allows retrofit type of installation • The "Stand -Off" design eliminates the need for wood block extension • Can be installed on horizontal or vertical piping regardless of mounting surface orientation • Attaches easily to wood structure with two hex head self -threading screws furnished with product • Installs easily using rechargeable electrical driver with 5/16" (7.9mm) extension socket eliminating impact tool damage to pipe • Attaches easily to steel, minimum 18 gauge (1.024mm) with (2) 1/4" x 1 " tek type self drilling tapping screws • cULus Listed as a hanger and a restrainer for fire sprinkler piping Installation Note: When installed in wood structural members and threads from the #10 x 1" screws are exposed, use Fig. 27B speed nut to secure Approvals: Underwriters Laboratory Listed in the USA (UL) and Canada (cUL) to support automatic fire sprinkler systems. May be installed into wood using fasteners screws. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Fig. 28M satisfies the UL vertical restraint requirements where needed. Order By: Part number and pipe size Patent #7,744,042 Fig. 27B (2) Required c &us LISTED B - - - T-------------------- Hanger and Restraint Application °---------------------- a r--_1 4a Fig. 27B ° ° (1) Required �T L___ ___� �+ High Side of Hanger I i i ----� Restraint I, \ --� -- J 11 Restraint h r Detail A Hanger Application Pipe Size A Hole Dia. B C Max Spacing* Approx. Wt./100 Part No. in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) lbs. (kg) 28M-3/4 3/4" (20) 2" (50.8) 3/16" (4.8) 35/16" (84.1) T-6" (1676) 9 (4.1) 28M-1 1" (25) 21/8" (54.0) 3/16" (4.8) 31/2" (88.9) 6'-0" (1829) 12 (5.4) 28M-11/4 11/4" (32) 25/16" (58.7) 3/16" (4.8) 31/2" (88.9) 6'-6" (1981) 13 (5.9) 28M-11/2 11/2" (49) 27/16" (61.9) 3/16" (4.8) 37/8" (98.4) T-0" (2133) 14 (6.3) 28M-2 2" (50) 25/8" (66.7) 3/16" (4.8) 47/16" (112.7) T-0" (2438) 15 (6.8) * Required per NFPA 13 for CPVC plastic pipe All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Pipe Hangers & Supports 102 Eaton Pipe Clamps v '6. m n iv 3 N� TOLCOT" Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe Size Range: Available in 3/4" (20mm) and 1" (25mm) pipe sizes Material: Pre -Galvanized Steel Function: Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 11/2" (20mm) x 11/2" (20mm) from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro-fit attachment of hanger to sprinkler pipe. Features: • Thumb tab provides protection to restrain pipe in rough job site conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 " hex head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, 13R and 13D. Finish: Pre -Galvanized Order By: Part number and pipe size. Patent Pending Pipe Size Approx. Wt./100 Part No. in. (mm) lbs. (kg) 29-3/4 3/4" (20) 17.0 (7.7) 29-1 1" (25) 18.6 (8.4) Double Offset to Single Offset (38.1mm) �O O CC. 0 7 on o C (38.1mm) I:@" LISTED ll (38.1mm) I---------- , 1.5" (38.1mm) Install using a rechargeable electric drill fitted with a 5/16" (7.9mm) socket attachment with the special hex head self -tapping screws provided. Install screws until they bottom out. Pipe can be "snapped" into hanger before or after installation of the screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection to the pipe, but is not required for performance of the hanger / restrainer function. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. Eaton 103 B-Line series Pipe Hangers & Supports D. VALVES AND DEVICES A PRODUCT SHEET OF NEPTUNE TECHNOLOGY GROUP T-10 Meter SIZES V, % AND 1" Every T-10® water meter meets or exceeds the latest AWWA C700 Standard. Its nutating disc, positive displacement principle has been time -proven for accuracy and dependability since 1892, ensuring maximum utility revenue. Construction The T-10 water meter consists of three major assemblies: a register, a lead free, high -copper alloy maincase, and a nutating disc measuring chamber. The T-10 meter is available with a variety of register types. For reading convenience, the register can be mounted in one of four positions on the meter. The corrosion -resistant, lead-free, high -copper alloy maincase will withstand most service conditions; internal water pressure, rough handling, and in -line piping stress. The innovative floating chamber design of the nutating disc measuring element is unaffected by meter position of in -line piping stresses while the unique chamber seal extends the low -flow accuracy by sealing the chamber outlet port to the maincase outlet port. The nutating disc measuring element utilizes corrosion -resistant materials throughout and a thrust roller to minimize wear. Warranty Neptune' provides a limited warranty for performance, materials, and workmanship. See warranty statement for details. Guaranteed Systems Compatibility All T-10 water meters are guaranteed adaptable to our ARM, ProRead- (ARB VI) AutoDetect, ProCoder-, E-CODER® (ARB VII), E-CODEW)R900i-, E-CODEW)R450i-, ProCoder-)R900i-, TRICON°/S, TRICON/E°3, and Neptune meter reading systems without removing the meter from service. Systems Compatibility Adaptability to all present and future systems for flexibility is available only with Neptune's ARB' Utility Management Systems". PRODUCT SHEET KEY FEATURES REGISTER Magnetic -driven, low -torque registration ensures accuracy Impact -resistant register High -resolution, low -flow leak detection Bayonet -style register mount allows in -line serviceability Tamperproof seal pin deters theft Date of manufacture, size, and model stamped on dial face LEAD FREE MAINCASE Made from lead free, high -copper alloy NSF/ANSI 372, NSF/ANSI 61 Lifetime guarantee Resists internal pressure stresses and external damage Handles in -line piping variations and stresses Lead free, high -copper alloy provides residual value vs. plastic or composite Electrical grounding continuity NUTATING DISC MEASURING CHAMBER Positive displacement Widest effective flow range for maximum revenue Proprietary polymer materials maximize long-term accuracy Floating chamber design is unaffected by meter position or in -line piping stresses Specifications • NSF/ANSI 372, NSF/ANSI 61 • National Type Evaluation Program (NTEP) certification Application • Cold water measurement of flow in one direction in residential service applications Maximum Operating Water Pressure • 150 psi (1034 kPa) Maximum Operating Water Temperature • 80°F Measuring Chamber • Nutating disc technology design made from proprietary synthetic polymer Options Sizes 5/8n, 5/8n X 3/4n 3/4", 1/4" SL, 3/4" X 1» • 1", 1" X V/4" Units of Measure: • U.S. gallons, imperial gallons, cubic feet, cubic metres Register Types • Direct reading: bronze box and cover (standard) Remote Reading: • ProRead, ProCoder, E-CODER, E-CODER)R900i, E-CODER)R450i, ProCoder'")R900i'", TRICON/S, TRICON/E3 • Reclaim Bottom Caps • Synthetic polymer (1/8" only) • Cast iron • Lead free, high -copper alloy Connections • Lead free, high -copper alloy, straight or bent Environmental Conditions • Operating temperature: +33° F to +149° F (0° C to +65° C) • Storage temperature: +330 F to +1580 F (00 C to +700 C) 5/8" ACCURACY U ' ■11111111��■■■■■■1111111111��■■■■■■1111111111_�■■■■■■ iiiiiiiiii�■■iiiiiiiiiiiiiii■i■iiiiiiiiiiiiiii■■■iiiii 1111111111��■■■■■.1111111111��■■■■■■1111111111��■■■■■■ " 1111111111��■■■!!::iiiiiiiii��!■■■■1111111111��■■■■■■ 1111111111��■■■■1111111111��■■■■.iii:.'.!!!!!�� ■■■■ NINE NEMMI on 11 MEN 111mn111I ■■■■ 111111111l.■■■■■■ 111111 II 3■■■ .1 R .3 .1 ,5 .8 .7 .0.9 1 Z 3 4 5 8 7 0 910 20 30 40 50 100 US OOm .823 .045 .114 .23 45 .68 1.14 1.82227 4.51 6.81 11.36 22.7 m1/h 3/4" ACCURACY .023 .045 0 Us 00m .114 .23 .45 .68 1.14 1.82 2.27 4.54 6.81 11.36 22.7 m'/h 5/8" PRESSURE LOSS t to 98m 0 .23 .N 1.14 1.59 2.04 2.50 2.95 141 M 431 4.54 m�/h 3/4" PRESSURE LOSS 1" PRESSURE LOSS 0 2 4 6 0 10 12 14 16 18 20 22 24 26 20 30 32 34 38 38 40 42 44 46 48 US qpm 0 .45 1.36 2.27 3.10 4.09 5.00 5.90 6.91 7.72 8.63 154 10.45 11.38 m1/h These charts show typical meter performance. Individual results may vary. Dimensions A B C D- E- Meter ProCoder'°' ProCoder"") E-CODER") Weight Size in/ in/ Std. ARB R900i or R900f'°'or NPSM in/ Ibs/kg mm mm in/mm in/mm or ProCoder'") E-CODER®) Thread mm E-CODER® R450i R450i'°' 7'h 35A 4% 51/4 51/4 51/4 51/43/a" 1 Y2 3Y4 5/$, 14" 191 92 111 133 133 133 133 38 1.4 7Y2 3% 43/8 51/4 51/4 51/4 51/4 11/2 33A 5/a" x 3/4" 1 ^ 111/2" 191 92 111 133 133 133 133 38 1.5 Pre 2011 71/2 3% 4%s 51h 51h 5Y2 51/2 1 % 33/4 3/a" 14" 5/e 191 92 124 146 139 139 139 41 1.7 Pre 2011 7Y2 3% 4Y8 51h 51h 5Y2 51h 1% 4 1"- 11Y2" srk" x 3/4' 191 92 124 146 139 139 139 41 1.8 9 43A 5Y2 61/4 61/4 61/4 61/4 1 %s 6 3/4 , 1 " 11 Y2" 229 111 140 159 159 159 159 48 2.7 7Y2 43/s 5Y2 61/4 61/4 61/4 61/4 1 Ys 5Y2 3/4' SL 1" - 11 Y2" 911 111 140 159 159 159 159 48 2.5 9 4-% 51/2 61/4 61/4 61/4 61/4 1 %s 6Y2 3/4" x 1 " 11/4" 111h" 229 111 140 159 159 159 159 48 2.9 103/4 6Y2 63A 7 7 7 7 2% 93/4 1„ 11/4 - 111/2 273 165 162 178 178 178 178 54 4.4 103/4 61h 63/s 7 7 7 7 2Ys 101/4 1 1h" 111/2" 273 165 162 178 178 178 178 54 4.6 Operating Characteristics Meter Normal Operating o Low Flow @ 95 /o size Range @ 100%Accuracy AWWA Standard Accuracy (+/- 1.5 /o) 1/2 to 20 US gpm 1 to 20 US gpm 1/8 US gpm 5/8 0.11 to 4.55 m3/h 0.23 to 4.5 m3/h 0.03 m3/h to 30 US gpm 2 to 30 US gpm 1/4 US gpm 3/43/4 0.17 to 6.82 m3/h 0.45 to 6.8 m3/h 0.06 m3/h 1 to 50 US gpm 3 to 50 US gpm 3/8 US gpm 1" 0.23 to 11.36 m3/h 0.68 to 11.4 m3/h 0.09 m3/h Registration ProRead Registration (per sweep hand revolution) y8' 3/4' & 1" 10 US Gallons J J 10 Imperial Gallons J J 1 Cubic Foot J J 0.1 Cubic Metre J J Register Capacity ProRead, ProCoder, and E-CODER 5/8" 3A & 1" 10,000,000 US Gallons J J 10,000,000 Imperial Gallons J J 1,000,000 Cubic Feet J J 100,000 Cubic Metres J J ProCoder and E-CODER High Resolution (8-digit reading) 5/$., 3/4' & 1" 0.1 US Gallons J J 0.1 Imperial Gallons J J 0.01 Cubic Feet J J 0.001 Cubic Metres J J 1I' NePTUNe A1V TECHNOLOGY GROUP © 2020 Neptune Technology Group Inc. All Rights Reserved. The trademarks, logos and service marks displayed in this document herein are the property of Neptune Technology Group Inc., its affiliates or other third parties. Availability and technical specifications are subject to change without notice. 20-004231 PS T10 SMALL 02.20 #winyourday neptunetg.com Neptune Technology Group 1600 Alabama Highway 229 Tallassee, AL 36078 800-633-8754 f334-283-7293 TABLE 10.4.4(a) Pressure Losses in psi in Water Meters Flaw (gpm) (L./min) Meter Size 18 or less (in.) (68) 23 (87) 26 (98) 31 (117) 39 (148) 52 (197) %(15 mm) 9 (0.67 bar) 14 (0.97 bar) 18 (1.2 bar) 26 (1.8 bar) 38 (2.6 bar) 3/4 (20 mm) 7 (0.48 bar) 11 (0.76 bar) 14 (1.5 bar) 22 (1.5 bar) 35 (2.4 bar) 1 (25 mm) 2 (0.14 bar) 3 (0.21 bar) 3 (0.21 bar) 4 (0.28 bar) 6 (0.41 bar) 10 (0.69 bar) I'/2 (40 mm) 1 (0.07 bar) 1 (0.07 bar) 2 (0.14 bar) 2 (0.14 bar) 4 (0.28 bar) 7 (0.48 bar) 2 (50 mm) 1 (0.07 bar) 1 (0.07 bar) 1 (0.07 bar) 1 (0.07 bar) 2 (0.07 bar) 3 (0.07 bar) For SI units, 1 gpm = 3.785 Umin; 1 in. = 25 mm; 1 psi = 0.07 bar. *Above maximum rated flow of commonly available meters. SPEARS cPRriFro 9� w UKAS 0 ALIT MANAGEMENT 007 C—lify Systems Ce i/irate No. 293 Corporal¢ Faciliti¢ Sylmar, CA Assessed to I50 9001 : 2008 Discount Cocle(s) www.spearsmfg.com 004 Miscellaneous Specialty Valves PVC CPVC 070 CPVC Fire Sprinkler Fittings 071 CPVC Fire Sprinkler Pipe 072 Fire Sprinkler Primer & Cement 073 Applicators & Empty Cans 076 CPVC Fire Sprinkler Fittings w/Metal Inserts 079 FlameGuard TM CPVC Custom 895 BLUE 75T' Thread Sealant 901 Miscellaneous Components Item prices may have changed from those shown in this sheet. See Spears' On-line Catalog for most current pricing, updated daily. FlameGuard TM CPVC FIRE SPRINKLER PIPING PRODUCTS PNuFAcrUR,Hc �� 1969 ►�� sy� 4j?, c;500 R; PRICE SCHEDULE FG-1-1009A Effective October 26, 2009 Supersedes FG-1-1009 SP\ EARS FlameGuardTM CPVC Fire Sprinkler Piping Products FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections Check Valve: Nominal Size Range Type Material Seat End Connections Specifications 3/411, 111 1/4-Turn Ball Valve, True Union Style PVC w/CPVC Orange End Connector PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference inches, ± 1/16 A B C D E 3622-007FG 3/4 2-1/4 2-3/4 4-3/4 2 3 3622-010FG 1 2-1/2 2-7/8 5-1/8 2-5/16 3-7/16 1", 1-1 /4", 1-1 /2" Swing Check, Maintenance -free Sealed Unit CPVC, Orange EPDM Socket x Socket Special Reinforced (SR) Female Plastic Thread Inlet x Socket Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference inches, ± 1/16 C„ (GPM) A B C D Socket T SR Thread S1520-1000 S1520-10FSRSCO 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 33 S1520-12CO S1520-12FSRSCO 1-1/4 2-1/16 2-15/16 3-5/8 5-1/2 3-3/8 42 S1520-15C0 S1520-15FSRSCO 1-1/2 2-7/16 3 3-11/16 5-5/8 3-3/8 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Page 13 Spears° Manufacturing Company Progressive Products from Spears® Innovation and Technology From: David Moreno @CA <DMoreno@spearsmfg.net> Subject: Spears Flameguard CPVC Check Valve for NPFA 13D Hello, I spoke to my engineers and they said that with a Cv value of a 1" valve = 52 gpm you will have a 1psi drop from the inlet to outlet of the valve. If your gpm is lower than 52 then you won't experience a pressure drop. Cv = US Gallon per minute to produce a 1 psi pressure drop across the valve. David Moreno Technical Services Representative 818-364-1611 x 4213 0 ® DMoreno@spearsmfg.net 15853 Olden Street Sylmar, California 91392 www.spearsmfg.com ES-WBV-3 Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative Series WBVm3. WBVS-3 2-Piece, Standard Port, Brass Ball Valves Sizes: 1/8" - 4" (3-100mm) Series WBV-3, WBVS-3 2-Piece, Standard Port, Brass Ball Valves feature a bottom loaded blow-out proof stem, virgin PTFE seats & stem packing and an adjustable stem packing nut. Features • Suitable for a full range of liquids and gases • Bottom loaded blow-out proof stem • Virgin PTFE stem packing seal • Adjustable stem packing gland • Vinyl insulator on heavy duty zinc plated carbon steel handles • Quarter -turn open or close operation • Low operating torque • 400psi (28 bars) WOG non -shock Models WBV-3 '/s" —4" (3 — 100mm) threaded FIP end connections WBVS-3 3/8" — 3" (10 — 80mm) solder end connections* Options ITHK Tee handle kit IOHK Oval handle kit SXI-HK Stem Extension Kit MSI-HK Memory Stop Kit Pressure - Temperature Temperature Range: -20°F — 302OF (-29°C — 150°C) at 50psi (3.4 bars) Maximum Working Pressure: 400psi (28 bars) WOG non -shock A r WBV 3 WBVS-3 *This valve is designed to be soft soldered into lines without disassembly, using a low temperature solder 420oF (216°C). Other solders such as 95/5 tin antimony 460oF (238°C) or 96/4 tin silver 430oF (221 °C) can be used. However, extreme caution must be used to prevent seat damage. Higher temperature solders will damage the seat material. ANSI 616.18 states that the maximum operating pressure of 50-50 solder connections is 200psi (13.78 bars) for'L14" — 1" (8 — 25mm) sizes, 175psi (12.06 bars) for 1'LJ4" — 2" (32 — 50mm) sizes and 150psi (10.34 bars) for 21L12' — 4" (65 — 100mm) sizes at 100°F (38°C), and decreases with higher tempera- tures. Apply heat with the flame directed AWAY from the center of the valve body. Excessive heat can harm the seats. After soldering, Specifications the packing nut may have to be tightened. A 2-piece standard port bronze ball valve to be installed as indicated on the plans. The valve must have a bottom loaded blowout proof stem, adjustable packing nut, and chrome plated brass ball and stem. Valves with top loaded stems or without adjustable packing nuts are not acceptable. Valve must be rated to a minimum of 400psi (28 bars) WOG non- VOWA TM shock and will be a Watts Regulator Company Series WBV-3 REGULATOR (threaded) or WBVS (solder). Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. May 11, 2012 Miscellaneous 906a WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com 1. DESCRIPTION Viking Pressure Gauges give visual indication of the water or air pressure available to the fire protection sys- tem. 2. LISTINGS AND APPROVALS UL Listed - VEVX ULc Listed - VEVXC FM Approved - Pressure Gauges 3. TECHNICAL DATA Connection: 1/4" NPT Working Pressure: • Water Gauge: 300 psi (20.7 bar) • Air Gauge: 80 PSI (5.5 bar) Maximum Pressure: • Water Gauge: 300 psi (20.7 bar) • Air Gauge: 250 PSI (17.2 bar) (Air gauge includes a "Retard Zone" between 80 and 250 PSI) Material Standards Case: ABS (Acrylonitrile Butadiene Styrene) Window: Polycarbonate Dial: Black Figures on White Background Pointer: Black, Aluminum Movement: Suspended Spring with Polyester Segment Bourdon Tube: Bronze Socket: Brass, Soft Soldered Ordering Information Available since 1977. Water Pressure Gauge - VWATERSF Air Pressure Gauge - VAIRSF 10 7� 3 � 150 30 40 50 � 10�I � 00 � 20 Vlb ®60 M O 250 10 O 70 N WATER AIR 80 Lr-) 300 0 Water Pressure Gauge Air Pressure Gauge P/N: VWATERSF P/N: VAIRSF Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page. 4. INSTALLATION 1. Gauges are to be installed in accordance with the latest published standards of the National Fire Protection Association or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards whenever applicable. 2. Gauges must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install gauges that have been dropped or damaged in any way. Such gauges should be destroyed immediately. 3. Adequate heat must be provided where gauges are installed. 4. The gauges must be protected from mechanical damage. Install the gauges according to the following steps: a. Apply a small amount of pipe -joint compound or tape to the external threads of the gauge only. Take care that no joint com- pound is allowed into the orifice of the gauge. b. Turn the unit clockwise to thread the gauge into the '/2" (15 mm) NPT outlet of the coupling. DO NOT over -tighten the gauge. 7. AVAILABILITY The water and air gauges are available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEES For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_052197 Revised page replaces page 906a-b dated January 21, 2011. (Removed Ashcroft Inc.) Miscellaneous 906b May 11, 2012 WATER AND AIR PRESSURE GAUGES The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com rA`2-1 /�" FQQ1 168,31 Figure 1 - Gauge Dimensions (Dimensions Apply to Air and Water Gauges) 1-1/8" 128,61 15/32" 111,91 Form No. F_052197 Revised page replaces page 906a-b dated January 21, 2011. (Removed Ashcroft Inc.) CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 26, 2021 KPS Fire Sprinklers Inc. 760 S. Rochester Ave Ontario, CA 91761 Re: Residential Fire Sprinkler Plan Review — CORAL MOUNTAIN @ PGA WEST FCMP2021-0015 / MASTER PLAN - J 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. Contractor shall separately apply and pay fees for the various Production Home lots associated with this project as each will be handled under separate permit. 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. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist