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FSS2022-0072Description: SLOY / FIRE SPRINKLERS / BRES2020-0072 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: ISSUED Applied: 3/10/2022 ECON HOMES Approved: 4/30/2022 KHET Parcel No: 767670024 Site Address: 52380 ROSS AVE LA QUINTA,CA 92253 Subdivision: TR 33076-1 Block: Lot: 4 Issued: ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $25,000.00 Occupancy Type: Construction Type: Expired: 9/17/2023 LRO No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: = 111111111 111 11111111 1111111ff"W-�i maillmll'.Lllelkelcym 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES CONTRACTOR REQUESTED ROUGH INSPECTION. PERMIT EXPIRED AS OF 10/30/22 (6 MOS FROM DATE ISSUANCE). ADDED EXTENSION FEE OF $88 AND EXTENDED PERMIT TO 2/10/23 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM NOTE JOSE DELGADO 2/8/2023 2/8/2023 CONTRACTOR. OK TO EXTEND PER KOHL. FEES HAVE BEEN PAID AND CONTRACTOR PROVIDED EXTENSION REQUEST. EXTENDING PERMIT FOR ANOTHER 6 MONTHS. CONDITIONS Printed: Wednesday, April 05, 2023 1:10:45 PM 1 of 5 WsYsrEMS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST THOUSAND CA 92276 (760)404-1350 jpaulus@shastafire.co #C PALMS m CONTRACTOR SHASTA FIRE PROTECTION INC 72120 NORTHSHORE ST THOUSAND CA 92276 (760)404-1350 jpaulus@shastafire.co #C PALMS m OWNER EAST OF MADISON P O BOX 1482 LA QUINTA CA 00000000 (760)404-1350 0 FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR ADDITIONAL FIELD 101-0000-42421 0 $175.00 $175.00 3/15/23 WEB14638 832980644 CREDIT 476633 ECON INSPECTIONS (EXCESSIVE) EACH FIRE PERMIT EXTENSION (ADMIN 101-0000-42420 0 $88.00 $88.00 2/8/23 WEB14287 811265896 CREDIT 476633 ECON PROCESSING) FIRE PLAN REVISION 101-0000-42420 0 $175.00 $175.00 3/15/23 WEB14638 832980644 CREDIT 476633 ECON SUBMITTALS FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $333.00 $333.00 4/30/22 WEB11599 636861406 CREDIT 476633 ECON 37 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 4/30/22 WEB11599 636861406 CREDIT 476633 ECON 37 FAMILY DETACHED PC Total Paid for FIRE FEES: $1,021.00 $1,021.00 RECORDS 101-0000-42416 0 $11.00 $11.00 4/30/22 WEB11599 636861406 CREDIT 476633 ECON MANAGEMENT FEE 37 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 Printed: Wednesday, April 05, 2023 1:10:45 PM 2 of 5 WsYsrEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 4/30/22 WEB11599 636861406 CREDIT 476633 ECON ENHANCEMENT FEE 37 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE OVERHEAD HYRO KHET 2/14/2023 2/14/2023 APPROVED Revised plans and calcs required for review OVERHEAD ROUGH KHET 2/14/2023 2/14/2023 DISAPPROVE SEE ATTACHMENTS and approval prior to Rough Re -inspection PIPING D due to significant as -built changes and impacts. Please provide Sprinkler head the appropriate clearance from HVAC units prior to final. OVERHEAD ROUGH LRO 3/17/2023 3/17/2023 APPROVED See Notes Missing Sprinkler head near second story PIPING elevator. Please refer to Inspection Notes on exact location, needs to be placed in prior to final. RETURNED REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST FIRE - ETRAKIT KOHL 3/10/2022 3/24/2022 3/29/2022 REVISIONS REQUIRED SEE ATTACHMENTS (2 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 3/10/2022 3/11/2022 3/11/2022 COMPLETE ETRAKIT (1 DAY) BUCKET 2ND FIRE (1 WK) KOHL 4/6/2022 4/13/2022 4/30/2022 APPROVED SEE ATTACHMENTS HETRICK Printed: Wednesday, April 05, 2023 1:10:45 PM 3 of 5 WsYsrEMS 3RD FIRE (1 WK) I HEOHL I I I I I I 2/22/2023 3/1/2023 3/6/2023 APPROVED REVISED PLANS/CALCS REVISED PLANS RE IN NDC ALC STILL T C H RENTS. BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL DOC DOC 3/10/2022 Etrakit Contractor RESIDENTIAL FIRE SPKR 3-9-22 Sloy Residence- FP1.pdf DESIGN 1ST SUBMITTAL 3-9-22 Sloy Residence- DOC 3/10/2022 Etrakit Contractor RESIDENTIAL FIRE SPKR 1 FP2.pdf DESIGN 1ST SUBMITTAL Revised Sloy SprinkCALC DOC 3/10/2022 Etrakit Contractor HYDRAULIC 1 III Report.pdf CALCULATION DOC 3/10/2022 Etrakit Contractor 1ST SUBMITTAL SLOY RESIDENCE 1 MATERIAL SUBMITTAL MATERIAL 21-080.pdf DOC 3/10/2022 Etrakit Contractor 1ST SUBMITTAL CVWD 21-080 RCCE FORM 1 RCCE FORM FROM CVWD.pdf DOC 4/6/2022 Etrakit Contractor REVISED FIRE SPKR 4-6-22 Sloy Residence- 1 DRAWING FP-1 4-6-22 FP1.pdf DOC 4/6/2022 Etrakit Contractor REVISED FIRE SPKR 4-6-22 Sloy Residence- 1 DRAWING FP-2 4-6-22 FP2.pdf Rev Sloy 4-6-22 DOC 4/6/2022 Etrakit Contractor REVISED FIRE SPKR HYD SprinkCALC III 1 CALC 4-6-22 Report.pdf DOC 4/6/2022 Etrakit Contractor CORRECTION RESPONSE Sloy Correction Letter 1 LETTER 4-6-22 PDF 4-6-22.pdf EXTRA FEE DUE FOR EXTRA FEE DUE FOR DOC 2/8/2023 JOSE DELGADO EXPIRED PERMIT JOB _ EXPIRED PERMIT JOB _ 0 21-080.pdf 21-080.pdf Printed: Wednesday, April 05, 2023 1:10:45 PM 4 of 5 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSS2022-0072-1ST FSS2022-0072-1ST DOC 3/29/2022 KOHL HETRICK REVIEW - FIRE PLAN REVIEW - FIRE PLAN 1 CORRECTIONS.pdf CORRECTIONS.pdf FSS2022-0072- FSS2022-0072- DOC 4/30/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 4/30/2022 KOHL HETRICK FSS2022-0072 - COA FSS2022-0072 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf DOC 2/14/2023 KOHL HETRICK FSS2022-0072 - 2-14- FSS2022-0072 - 2-14- 1 2023 - Insp Notes.pdf 2023 - Insp Notes.pdf FSS2022-0072 - REVISED FSS2022-0072 - REVISED DOC 3/6/2023 KOHL HETRICK PLANS AND CALCS PLANS AND CALCS 1 APPROVED.pdf APPROVED.pdf DOC 3/21/2023 LEILANI ROJAS FSS2022-0072 Insp FSS2022-0072 Insp 1 Notes 3-17-2023.pdf Notes 3-17-2023.pdf Printed: Wednesday, April 05, 2023 1:10:45 PM 5 of 5 WsYsrEMS \ \I V-_ _ { %� ; � = _ � 11 — — — 111 111 rew. wniwmwmeuzuurtvene rmeror.s.snrzu l5. �sv, YRB. --- 1 ill a — 11��-11 IJxI' ® YI ( 1 1'1 11 — 111 II 0' -PaxOrc w,nnwnvmre TCwm 6 1 �_ m 11 It„see �� p,w ,s n' i r u O aM.RPMw ,rTMl,:� i® s I Hvnc"aaraa"a - -- -00 PNx:n 1 IF it _ 1 � _ ' — xa � �T 1 111 0 anoovem4wuw 9 a "a aaN. 9 '-O (D r E rr '° y / I I mux nPE s P0.fFER0.E0 dMMNGEMOJF FOR. ". O0.0oME5Tl[l FI0.E5 rFM I'D PER c. pp.--__�® �.' ws•'� I //� e" � ,III � Q.x oxwuc xoosrm x re pi /� � I I T �% II I'I aenuxa ru xrvnis ESE)® I Ir --II------- /� O O x TO BO E Ox -- III -- -- --------------- ---- / I I - �. � I I I I - ----� - - - — — — — — — — — — — - Cutl F es Nevin9lemp•relures � Of FI 18 _—__—C)Or lOwar, naW'Onal — L — — — — — _-- \ 1 DER OI ITsulallm III Me last .' pS'Fg rcwF ® '' b' �� 1 MMie is lwltlmR, IreazeupR ran aEA roll—� �.,e aAPePRO„ED IntlMapmx•r plPMp. --------- --- — SCALE: $ = T-0" L:' P�" . FIRE SPRINKLER PIPING PLAN ° - - - - z- e, xoxl "�" Ox SA BD MMDDQU PENDDrt UPPER FLOOR / MAIN ROOF PLANS FIN, DCDUxG„MD06MRREQIIIRDJERT: mm Sa• MORE 4 H.e K�FA " �'• r _ _ '"• "'.w�" "ROOMS WITH REQUIREMENTS RE ® III •" - ® y _ F552022rv00FACFs - I I 'le'T00„YW LLINe� E FAD 5134PM ®'p.O PS MIN IB MNMBMDISTANCE BETWEEN HFADsI TmuaE0U MD31.JG.P.M m43am �® ® i� ! e �H _, il, 3xJJR1WM ROOMS WITH ONLY I SPRINKLER REOUIREMENNOTST OP f �` .q®pH, ARFA OF COVFMC£ x WA Rs P-RED. ENT: �dA,1 [� ♦ — . M - 30110 TO Axv WAul W _ e�" (e WR_.STANCE eET HHFADS) TOTAL REQU RBD 1I.. Pa 0yy y3 e . J r _ m m HYDRAULIC-SVSTDA ITael \ ram\ — � _� ,mom p BUILDING suMMARr m\ y 1) EXIT METER' roA S FML1 VS 3PMxRERB,zTSINGLEFAWLY— h O 0 .PTIO LBE aa.„TME ®• FIRE SPRINKLER PIPING PLAN T-OF-INKNON; TYPE r � - -_ ? f� 11 -__ ^= LOWER FLOOR ® SERA �^ w xIE, W . T _ _ MEB ,WO OLGBrPxTQ.MO RJ,D SCALE: - 1 0 / E �� e O E: 8' - LOT AAT o / ? r R LPPEI ee= oazoD PE=(100@.5) L NOTE TO GENERAL CONTRACTOR I / r/�'x p (� x ,ew.°wa:xa ANY Fl2r_—/I'BT/ \`> AiMs 33es s0. IT MUSTPRESSURE STALLEUCINGDTREA,TR THEDOMESTICWATER SUPPLYSERVICEW.IR °� = TOTAL FOmsnxr• Oses sD.rt THE DOMINSTALLED DOWNSTREAMTO TETXEWATE SUPPLY WHERE I/ / / / J THE DOMESTIC AND FIRE SERVICE INTERSECT. THE FIRE SPMNKLER i •_= x" 'OP Q _ " SYSTEM HAS BEEN HYDRAULICALLY CALCULATED WITH THE FULL O PRESSURE THAT IS AVAILABLE AT THE SUPPLY SOURCE. p I _ .k JB.J GPMo 54.e PSI IS REQUIRE AT WTLEFOFWATERMETER. RACToR To INSTALL THE DOMESTIC WATER/FIRE SPRINKLER SUPPLYF OM 0 WATER METER TO RESIDENCE WITH PIPE, DEVICES B BRING PER THIS - - THAWING. 115THE IS RESPoNSIBILITY OF THE WATER DISTRICT TO PROVIDE I; �' THE CORKER SIZE WATER LATERAL B METER TO MEET THE GPM B P51 REQUIREMENTS STATED ABOVE.xx v SITE d S P. RTIONSRETER SINSULATION IS By OTHERS MAINTAINED � l=: AT 40'FOR GREATER. INSULATION IS By OTHERS ....... xL Amy. „a•,�=.... SCALE: 16' = 1'-0" TYPICAL SECTIONS SCALE: 16' = 1'4" REFERENCE UG PLAN/ SITE PLAN UG METER DETAI_ (BY OTHERS) VICINGYPIAN SYSTEM DESIGN DATA UNDERGROUND SYMBOLS STANDARD SYMBOLS STINDARD SYMBOLS NOBBLE MFG. DEGREE MIGUTCHEOx ..S. OUAMRY COXTRACTWITNHIL.00KSTRACTION ps.)"'Ins N P 1 SLOY RESIDENCE sPx,w,cW. t 0. 9 6WITCX O IBBBI M3.2YAB Y ®ALN exaxrECTwE pe01390axst MADISIN CLUB LOT" O ® uvE r • O ® OF ILA QDINTA RRE MEVENTION Oa0)m7131 R' E __D ROSS AVE, IA QUINTA CA 92253 KEY SAN VALVE MM �' INSPE TOR'SITTIES-LLVE RLEB T + am ®=K-RES 113'35P R4L9 5504N SENJU O CEALEDE�E mSERM VATauC.MO. ICA.10T6RU UUL)101518 UC NMCLA88 GIB . TE: 2SW12 Ha ® TNRDST BLOGx p . LINE F.e PIPE xuMRER . PIM3 HA„GER LDQATIOx ® Q DATE S 2maG `4Q FORE @G'Ou��40 D0^9n 9G9C�'o PxoxE: ITEDI 4oe.laso DA J31a xo. ®3aax AS BUILT CORMCIIONS @CEILING PoCRERADDED 41Bo E E .� RESTd 72TS0 Norlhsh0e0 BIT— Suite C ITeGI Nw tasM ®M4/22 P-ONSCKCORMCTMNS R1v0. x0. ESE ® 319122 REVISIONS TO FLOOR PLAN SCALE, NOTED Thousand Palms, Califomla 92276 M1astalire.esm FP7 of TWO 11 � zt ROOMS WITH 2 OR MORE SPRINKLERS SENJU CONCEALED RESIDENTIAL PENDENT FINISHED CEILING HEAD DESIGN REQUIREMENT: SIN # SS 8464 (4.9 K-FACTOR) MAXIMUM AREA OF COVERAGE: MIN. WATER SUPPLY REQUIREMENT: 16' x 16' (8' TO ANY WALL) EACH HEAD - 13 GPM @ 7.0 PSI MIN. ( 8' MINIMUM DISTANCE BETWEEN HEADS) TOTAL REQUIRED 36.3 G.P.M. 54.8 PSI � l `5 `6 1 1 , 1 1 1 , 1 ROOMS WITH 1 SPRINKLER / _ SENJU CONCEALED RESIDENTIAL PENDENT _ FINISHED CEILING HEAD DESIGN REQUIREMENT: _�-�- SIN # SS 8464 (4.9 K-FACTOR) MAXIMUM AREA OF COVERAGE: MIN. WATER SUPPLY REQUIREMENT: 20' x 20' (10' *R_�Y WALL) HEAD - 20 GPM @ 7.0 PSI MIN. ( 8' MINIMUM DISTANCE BETWEEN HEADS) TOTAL REQUIRED 25.0 G.P.M. @ 44.43 PS 1 1 1 1, 1 1 O `E. ()1 O MECH O ELEV. , 1,2 1 1 lag" 0 / 11� / up Al n ----------- F-- - - - - - - OPEN TO ABOVE O • / EN7RY - - L - - - — I----1;•----------------o- O 10-0 CLG II F II MEDIA 0 lv 11 1 V MEa BATH D-a <55 0 FT 1 � " O � 10-0N1c 1 0 O • 11 1 O w O o • I BATHROOM ass sa Fr BATHROO�L HEAT-za+ _AWSQ FT O ro CIAG \ O O n OPEN TO ABOVE — I 11-0 10-0 CLG 1 "TV V CLOSET L_ WID J LF O O WA D O p � I O i O UP UP O O• ^BATHR <55 SO FT O STOR. , 97 sq.ft. O EXERCISE I w - — — Nw U , NMV •H I LIGHT IOVE PA �ABOVE� I i O I � I o • CUES BDRM — — POOL EQ. FA RD RD L— — — — — J L — — — J 2� 3� B 4� A 1 �_� SCALE: '11 = 1'-0" O CO THEATER O O -- -- -- -- -T�-- -- -- -- -- -- - -- - MECH REFLECTED CEILING PLAN LOWER FLOOR O — R00 o I1� ROOF BE� ,dam 1 BATHS / 111 <55 SO 1 MECH 1 IR 1 1 LAUNDRY 0 111 mD 1 � TH 1 DN 11 -- -� SKYi IGHT 1 1 — �S' Q• 1 1 10- ELEV. O 10-0 CLG o ��® OF BELOW / / \ 10'—O" / I 0 F10'-0" I P I I I D N O I � o / PER <) --�- /-7 1) Q F40 II Qi �o cy_iy BR ROOM O G55 FT BATHR O 5 FT / / - -- -- I MECH p?-- -- -- -- -- -- -- -- -- -- -- -- - iI // C-0' I i ROOF BELOW<) I ----- I - ---------- I I----- - -- / / - - - - - - -------- --�- — - ----� I L------ 2'-11 16'-0" 2'-4" ROOF BELOW I \ \ \\ \\ -- — —— I -- — — — — — — — — — — —— —� I— — — I — _ _ _ _ _ -I REFLECTED CEILING PLAN UPPER FLOOR / MAIN ROOF PLANS SYSTEM DESIGN DATA UNDERGROUND SYMBOLS STANDARD SYMBOLS STANDARD SYMBOLS NOZZLE MFG. DEGREE ESCUTCHEON FINISH QUANITY CONTRACT WITH HILL CONSTRUCTION 858 757-3298 SYSTEM TYPE CALCULATED ❑x PIPE SCHEDULE ❑ PRE -ACTION ❑ WET © DRY ❑ DELUGE ❑ t - POST IND. CONTROL VALVE 'Y' - FIRE DEPT. CONNECTION I - DETECTOR CHECK VALVE 0 - HYDRAULIC NODE POINT - COMMON CONNECTION POINT I MECHANICAL TAP SADDLE 8 - RISER WITH FLOW SWITCH o - RISER NIPPLE • - DROP NIPPLE ARCHITECT HAYER ARCHITECTURE (858 792-2800 ) w HAZARD RESIDENTIAL 16' x 16' HEAD SPACING CLASSIFICATION WATER COMPANY CVWD () 760 398-2651 HYD. DESIGN 0.05 G.P.M. / 256 SQ. FT./ FIELD INSPECTION CITY OF LA QUINTA FIRE PREVENTION (760) 777-7131 DATA SQ. FT. HEAD ® -KEY GATE VALVE 1' -INSPECTOR'S TEST VALVE -� - FLEX COUPLING AREA OF HOSE 512 5 GPM r�i = RC-RES 1/2" "SSP" K=4.9 SS8464 SENJU 2050 F CONCEALED WHITE 128 NO. DATE: REVISIONS APPLICATION SQ. FT. ALLOWANCE - FIRE HYDRANT - PIPE FAB NUMBER - RIDGID COUPLING 0 O N REQUIREMENT 2 .0 P. . @ 33.7 BASE OF RISER T7 - THRUST BLOCK Tr - UNDG. BY SHASTA FIRE L�_j - LINE FAB NUMBER [I - HORN AND STROBE f - PIPE HANGER LOCATION - FOUR WAY SWAY BRACE A\ 2/20/23 AS BUILT CORRECTIONS Et CEILING POCKETS ADDED S WATER STATIC RESIDULE G.P.M. 67.10 60.7 47 Q SCALE: NOTED SUPPLY P.S.I. P.S.I. FLOWING -UNDG. BY OTHERS ® -ELECTRIC BELL -TWO WAY SWAY BRACE 4/4/22 3/9/22 PLAN CHECK CORRECTIONS REVISIONS TO FLOOR PLAN SOURCE CVWD DATE 1/20/22 TIME /1� N.F.P.A. 13D 2019 LOCATION OF RESIDENTIAL SPRINKLERS PER. N.F.P.A. 13D 2019 SECTION 8.3 SPRINKLERS SHALL BE INSTALLED IN ALL AREAS EXCEPT WHERE OMISSION IS PERMITTED BY 8.3.2 THROUGH 8.3.8 SECTION 8.3.2 SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS OF 55 SQ. FT. AND LESS. SECTION 8.3.3 SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES THAT MEET ALL OF THE FOLLOWING CONDITIONS: (1) THE AREA OF THE SPACE DOES NOT EXCEED 24 sq.ft. (2) THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED - COMBUSTIBLE MATERIALS AS DEFINED IN NFPA 220. SECTION 8.3.4 SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. NOTE: THE LOCAL AUTHORITY HAVING JURISDICTION REQUIRES FIRE SPRINKLER PROTECTION WITHIN THE GARAGE AREA. USE 4.2 K-FACTOR 200 DEGREE "SSP" HEADS IN THE GARAGE @ THE FINISHED CEILING LEVEL. SECTION 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. SECTION 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. SECTION 8.3.5.1.1 WHERE FUEL -FIRED EQUIPMENT IS ABOVE ALL OF THE OCCUPIED AREAS OF THE DWELLING UNIT, NO SPRINKLER PROTECTION SHALL BE REQUIRED IN THE CONCEALED SPACE. SECTION 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-RESOPONSE 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. SECTION 8.3.6 SPRINKLERS SHALL NOT BE REQUIRED IN UNHEATED ENCLOSURES AT THE BUILDING AT ENTRANCES / EXITS AS LONG AS DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. SECTION 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 CUBIC FEET. (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. ( CROWN MOLDING IS ACCEPTABLE ) (4) SKYLIGHTS NOT EXCEEDING 32 SQ. FT. SHALL BE PERMITTED TO HAVE A PLASTIC COVER. SECTION 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. SECTION 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. RESIDENTIAL HEADS IN RELATION TO HEAT SOURCE MINIMUM DISTANCES FOR ORDINARY TEMPERATURE RESIDENTIAL FIRE SPRINKLERS HEAT SOURCE INCHES SIDE OF OPEN OR RECESSED FIREPLACE 36" FRONT OF RECESSED FIREPLACE 60" COAL OR WOOD - BURNING STOVE 42" KITCHEN RANGE 18" WALL OVEN 181, HOT AIR FLUES 181, UNINSULATED HEAT DUCTS 181 UNINSULATED HOT WATER PIPES 12" SIDE OF CEILING OR WALL MOUNTED 24" HOT AIR DIFFUSERS FRONT OF WALL MOUNTED 36" HOT AIR DIFFUSERS HOT WATER HEATER OR FURNACE 6" LIGHT FIXTURE UP TO 250 WATT 6" LIGHT FIXTURE 250 TO 499 WATT 12" RESIDENTIAL "SSP" HEADS IN RELATION TO CEILING FANS CEILING FAN 36" (MINIMUM) FITTER NOTE: PENDENT FIRE SPRINKLER HEADS MUST BE TV' AWAY FROM CENTERLINE OF CEILING FANS. °^°BEM ci rn RFcinFnirF 1) ALL SYSTEM PIPING AND FITTINGS SHALL BE NEW AND U,L, LISTED, ALL CPVC IS BLAZEMASTER UNLESS NOTED OTHERWISE, ALL COPPER IS TYPE 'L' UNLESS NOTED OTHERWISE. 2) SECURE PIPING TO TOP OF CEILING JOIST OR BOTTOM CHORD OF TRUSS, USE APPROVED PIPE STRAPS AND SCREWS. 3) SPRINKLERS ARE PERMITTED TO BE PAINTED AT THE FACTORY ONLY, ANY SPRINKLER THAT HAS BEEN PAINTED OUTSIDE THE FACTORY MUST BE REPLACED WITH A NEW LISTED SPRINKLER PER N,F,P,A, 13D, 4) HANGER SPACING SHALL BE IN ACCORDANCE WITH N,F.P,A, 13 & 13D, MAXIMUM OF 6'-0' BETWEEN HANGERS FOR 1' PIPING. MAXIMUM OF 6'-6' FOR 1-1/4' PIPING, MAXIMUM OF 12' FROM SPRINKLER HEADS FOR 1' PIPE, MAXIMUM OF 6' FROM SPRINKLER HEADS FOR 3/4' PIPE, 5) ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGES AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL, 6) SPRINKLERS MUST BE INSTALLED ACCORDING TO THE SPACING PARAMETERS THAT HAVE BEEN HYDRAULICALLY PROVEN, BUT MAY NOT BE IN THE EXACT LOCATIONS SHOWN ON PLAN, 7) DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH THE GB,C, 8) CONTRACTOR/OWNER IS RESPONSIBLE FOR THE INSTALLATION OF ALL UNDERGROUND PIPING, 9) SYSTEM IS DESIGNED AND INSTALLED PER N,F,P,A, 13D, AND THE AUTHORITY HAVING JURISDICTION, 10) FINAL APPROVAL OF SYSTEM PENDING FINAL INSPECTION BY THE AUTHORITY HAVING JURISDICTION, 11) NAIL PLATES ARE REQUIRED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. MADISON CLUB LOT 4-A APN: 779-670-024 E 52-380 ROSS AVE, LA QUINTA CA 92253 STATE LIC. NO. (CA.) 476633 (AZ.) 101519 LICENSE CLASS C-16TDRAWN BY: RFD DATE: 2/3/22 O r�L]�° �� °� I LFD IE IPMNI (�Tur0 , 0�]�o PHONE: (760) 404.1350 JOB NO. 72120 Northshore Street Suite C FAX: (760) 404-1354 21.080 DRWG. NO. Thousand Palms, California 92276 www.shastafire.com FP2 OF TWO CALCULATION SUMMARY Project Name : Sloy Single Family Residence Contract No. : Design Areas Project Location: 52-380 Ross Ave City: La Quinta, CA 92253 Design Area Calc. Mode Occupancy Area of Total Water Pressure @ Min. Min. Min. Calculated Hose Margin To Name (Model) Application Source Density Pressure Flow Heads Streams Source (ftz) (gpm) (psi) (gpm/ftz) (psi) (gpm) # (gpm) (psi) 1 Demand (HW) Residential 512 36.2 Required 0.051 7 13 2 10 13 50.2 2 Demand (HW) Residential 512 36.3 Required 0.051 7 13 2 10 8.3 54.8 3 Demand (HW) Residential 400 25 Required 0.05 16.7 20 1 5 20.8 44.3 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 1 HYDRAULIC CALCULATIONS for Job Information Project Name : Sloy Single Family Residence Contract No.: City: La Quinta, CA 92253 Project Location: 52-380 Ross Ave Date: 2/20/2023 Contractor Information Name of Contractor: Shasta Fire Protection Address: City: Phone Number: E-mail: Name of Designer: RFD Authority Having Jurisdiction: Design Remote Area Name 1 Remote Area Location Bedroom Occupancy Classification Residential Density (gpm/ft2) 0.051 Area of Application (ft2) 512 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 2 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 10 Total Water Required (incl. Hose Streams) (gpm) 36.2 Required Pressure at Source (psi) 50.2 Type of System Wet Volume - Entire System (gal) 29.2 gal Water Supply Information Date 12/21 /20 Location Project Source W1 Notes 16x16 Spacing File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 2 Job : Sloy Single Family Residence Diagram for Design Area : 1 (Optimized Hvdraulic Simplified) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Node Labels: Off Pipe Labels: Off Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 3 Job: Sloy Single Family Residence Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1 : W1 Supply Analysis Hydraulic Analysis for: 1 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Flow (gpm) Pressure (psi) 0 67.1 47 60.7 Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) pressure (gpm) (psi) (psi) W1 67.1 60.7 47 63.1 36.2 50.2 Hoses Inside Hose Flow / Standpipe Demand (gpm) 5 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) 5 Other (custom defined) Hose Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow (gpm) 10 Sprinklers Ovehead Sprinkler Flow (gpm) 26.2 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow (gpm) 26.2 Other Required Margin of Safety (psi) 0 W1 -Pressure (psi) 50.2 W1 -Flow (gpm) 31.2 Demand w/o System Pump(s) N/A File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 4 Job : Sloy Single Family Residence Hydraulic Analysis for: 1 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 5 Job: Sloy Single Family Residence Hydraulic Analysis for: 1 Graph Labels Label Description Values Flow (gpm) Pressure (psi) S1 Supply point #1 - Static 0 67.1 S2 Supply point #2 - Residual 47 60.7 D1 Elevation Pressure 0 5.6 D2 System Demand 31.2 50.2 D3 System Demand + Add.Out.Hose 36.2 50.2 Curve Intersections & Safety Margins Curve Name Intersection Safety Margin Pressure (psi) Flow (gpm) Pressure (psi) @ Flow (gpm) Supply 63.2 35.9 13 36.2 Supply; Add. Out. Hose 62.2 35.5 13 36.2 Open Heads Required Calculated Head Ref. Head Type Coverage K-Factor Density Flow Pressure Density Flow Pressure (ftz) (gpm/psi/2) (gpm/ftz) (gpm) (psi) (gpm/ftz) (gpm) (psi) 3 Overhead Sprinkler 256 4.9 0.05 12.8 7 0.051 13 7 4 Overhead 256 4.9 0.05 12.8 7 0.052 13.3 7.3 Sprinkler File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright @ 2002-2012 Tyco Fire Protection Products Page 6 Job: Sloy Single Family Residence Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm 3 Overhead Sprinkler 4.9 13 256 7 7 10 HEAD Open 0.2 0.051 -5.6 12.8 4 Overhead Sprinkler 4.9 13.3 256 7.3 7 10 HEAD Open 0.5 0.052 -5.6 12.8 005 Node 7.3 12 NODE -6.5 023 Node 12.1 12 NODE -6.5 026 Node 13.3 12 NODE -6.5 048 Node 14.2 12 NODE -6.5 081 Node 32.7 12 NODE -6.5 082 Node 32.8 12 NODE -6.5 079 Node 38.6 12 NODE -6.5 D1 Inside Hose 39.1 12 HOSE 5 -6.5 5 061 Node 39.1 12 NODE -6.5 080 Node 39.8 12 NODE -6.5 wl Supply -31.2 50.2 -3 SUPPLY 0 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 7 Job: Sloy Single Family Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi /z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 3 10 4.9 13 1 3x(BM.Tee-Run)=3 27 150 7 005 12 13 1.101 2x(BM.90)=10 13 0.0304 -0.9 40 1.2 005 12 13.3 16x(BM.Tee-Run)=6 36.1 150 7.3 023 12 26.2 1.101 6 0.112 0 42.1 4.7 023 12 -11.3 1 2x(BM.Tee-Run)=2 19.94 150 12.1 026 12 14.9 1.101 1X(BM.Tee-Br)=5 12 0.0393 0 lx(BM.90)=5 31.94 1.3 026 12 0 1 3x(BM.Tee-Run)=3 15.13 150 13.3 048 12 14.9 1.101 lx(BM.90)=5 8 0.0393 0 23.13 0.9 048 12 11.3 1 7x(BM.Tee-Run)=7 86.89 150 14.2 081 12 26.2 1.101 llx(BM.90)=55 78 0.112 0 3x(BM.Tee-Br)=15 164.89 18.5 lx(BM.45)=1 081 12 -11.6 110x(BM.Tee-Run)=10 107.59 150 32.7 079 12 14.7 1.101 1x(BM.45)=1 46 0.0382 0 5x(BM.Tee-Br)=25 153.59 5.9 2x(BM.90)=10 079 12 11.6 11x(BM.Tee-Run)=1 3.71 150 38.6 061 12 26.2 1.101 1 0.112 0 4.71 0.5 061 12 5 1 lx(us.90)=3.82 0.77 150 39.1 080 12 31.2 1.101 3.82 0.1547 0 4.59 0.7 080 12 0 1.25 1x(us.Tee-Br)=6 43.97 120 39.8 W 1 -3 31.2 1.38 6 0.0778 6.5 49.97 3.9 W 1 50.2 Path No: 2 4 10 4.9 13.3 1 2x(BM.Tee-Run)=2 16 150 7.3 005 12 13.3 1.101 1X(BM.Tee-Br)=5 12 0.0317 -0.9 lx(BM.90)=5 28 0.9 005 7.3 Path No: 3 D1 12 5 1 1x(BM.Tee-Br)=5 0.61 150 39.1 061 12 5 1.101 5 0.0052 0 5.61 0.0 061 39.1 Path No: 4 023 12 0 1 7x(BM.Tee-Run)=7 59.47 150 12.1 048 12 11.3 1.101 3x(BM.Tee-Br)=15 32 0.0237 0 2x(BM.90)=10 91.47 2.2 048 14.2 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 8 Job: Sloy Single Family Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi /z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 5 081 12 0 1 lx(BM.90)=5 0.39 150 32.7 082 12 11.6 1.101 5 0.0245 0 5.39 0.1 082 12 0 16x(BM.Tee-Br)=30 146.83 150 32.8 079 12 11.6 1.101 9x(BM.Tee-Run)=9 87 0.0245 0 3x(BM.45)=3 233.83 5.7 9x(BM.90)=45 079 38.6 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.52 ft/s occurs in the following pipe(s): (080-061) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 9 Job: Sloy Single Family Residence Device Graphs .y a ti L 3 N N N L a 0 0 N Pressure vs. Flow Function Design Area: 1; Supply Ref.: W1; Supply Name:W1 Flow, gpm File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 10 HYDRAULIC CALCULATIONS for Job Information Project Name : Sloy Single Family Residence Contract No.: City: La Quinta, CA 92253 Project Location: 52-380 Ross Ave Date: 2/20/2023 Contractor Information Name of Contractor: Shasta Fire Protection Address: City: Phone Number: E-mail: Name of Designer: RFD Authority Having Jurisdiction: Design Remote Area Name 2 Remote Area Location Bedroom Occupancy Classification Residential Density (gpm/ft2) 0.051 Area of Application (ft2) 512 Coverage per Sprinkler (ft2) 256 Number of Calculated Sprinklers 2 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 10 Total Water Required (incl. Hose Streams) (gpm) 36.3 Required Pressure at Source (psi) 54.8 Type of System Wet Volume - Entire System (gal) 24.3 gal Water Supply Information Date 12/21 /20 Location Project Source W1 Notes 16x16 Spacing File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 11 Job : Sloy Single Family Residence Diagram for Design Area : 2 (Optimized Hvdraulic Simplified) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Node Labels: Off Pipe Labels: Off Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 12 Job: Sloy Single Family Residence Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1 : W1 Supply Analysis Hydraulic Analysis for: 2 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Flow (gpm) Pressure (psi) 0 67.1 47 60.7 Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) pressure (gpm) (psi) (psi) W1 67.1 60.7 47 63.1 36.3 54.8 Hoses Inside Hose Flow / Standpipe Demand (gpm) 5 Outside Hose Flow (gpm) 0 Additional Outside Hose Flow (gpm) 5 Other (custom defined) Hose Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow (gpm) 10 Sprinklers Ovehead Sprinkler Flow (gpm) 26.3 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow (gpm) 26.3 Other Required Margin of Safety (psi) 0 W1 -Pressure (psi) 54.8 W1 -Flow (gpm) 31.3 Demand w/o System Pump(s) N/A File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 13 Job: Sloy Single Family Residence Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm 061 Node 43.7 12 NODE -6.5 079 Node 43.1 12 NODE -6.5 080 Node 44.4 12 NODE -6.5 081 Node 37.2 12 NODE -6.5 082 Node 37.4 12 NODE -6.5 1 Overhead Sprinkler 4.9 13 256 7 7 18 HEAD Open 0.2 0.051 -9.1 12.8 2 Overhead Sprinkler 4.9 13.4 256 7.4 7 18 HEAD Open 0.6 0.052 -9.1 12.8 205 Node 5.4 24 NODE -11.7 D1 Inside Hose 43.6 12 HOSE 5 -6.5 5 wl Supply 54.8 -3 SUPPLY -31.3 0 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 14 Job: Sloy Single Family Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi /z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 1 18 4.9 13 11X(BM.Tee-Br)=5 21.5 150 7 205 24 13 1.101 lx(BM.90)=5 10 0.0304 -2.6 31.5 1 205 24 13.4 1 8x(BM.Tee-Run)=8 133.69 150 5.4 081 12 26.3 1.101 15x(BM.90)=75 103 0.1127 5.2 4X(BM.Tee-Br)=20 236.69 26.7 081 12 -11.6 110x(BM.Tee-Run)=10 107.59 150 37.2 079 12 14.7 1.101 1x(BM.45)=1 46 0.0384 0 5x(BM.Tee-Br)=25 153.59 5.9 2x(BM.90)=10 079 12 11.6 11X(BM.Tee-Run)=1 3.71 150 43.1 061 12 26.3 1.101 1 0.1127 0 4.71 0.5 061 12 5 1 lx(us.90)=3.82 0.77 150 43.7 080 12 31.3 1.101 3.82 0.1555 0 4.59 0.7 080 12 0 1.25 1x(us.Tee-Br)=6 43.97 120 44.4 W 1 -3 31.3 1.38 6 0.0783 6.5 49.97 3.9 W 1 54.8 Path No: 2 2 18 4.9 13.4 11X(BM.Tee-Br)=5 6.5 150 7.4 205 24 13.4 1.101 lx(BM.90)=5 10 0.0321 -2.6 16.5 0.5 205 5.4 Path No: 3 D1 12 5 11X(BM.Tee-Br)=5 0.61 150 43.6 061 12 5 1.101 5 0.0052 0 5.61 0.0 061 43.7 Path No: 4 081 12 0 1 lx(BM.90)=5 0.39 150 37.2 082 12 11.6 1.101 5 0.0247 0 5.39 0.1 082 12 0 16x(BM.Tee-Br)=30 146.83 150 37.4 079 12 11.6 1.101 9x(BM.Tee-Run)=9 87 0.0247 0 3x(BM.45)=3 233.83 5.8 9x(BM.90)=45 079 43.1 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 15 Job: Sloy Single Family Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi /z) (gpm) (in) (ft) (ft) (psi) (psi) * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 10.55 ft/s occurs in the following pipe(s): (080-061) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 16 Job: Sloy Single Family Residence Device Graphs .y a ti L 3 N N N L a 0 0 N Pressure vs. Flow Function Design Area: 2; Supply Ref.: W1; Supply Name:W1 Flow, gpm File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 17 HYDRAULIC CALCULATIONS for Job Information Project Name : Sloy Single Family Residence Contract No.: City: La Quinta, CA 92253 Project Location: 52-380 Ross Ave Date: 2/20/2023 Contractor Information Name of Contractor: Shasta Fire Protection Address: City: Phone Number: E-mail: Name of Designer: RFD Authority Having Jurisdiction: Design Remote Area Name 3 Remote Area Location Bathroom Occupancy Classification Residential Density (gpm/ft2) 0.05 Area of Application (ft2) 400 Coverage per Sprinkler (ft2) 400 Number of Calculated Sprinklers 1 In -Rack Demand (gpm) 0 Special Heads Hose Streams (gpm) 5 Total Water Required (incl. Hose Streams) (gpm) 25 Required Pressure at Source (psi) 44.3 Type of System Wet Volume - Entire System (gal) 21.2 gal Water Supply Information Date 12/21 /20 Location Project Source W1 Notes 20x20 Spacing File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 18 Job : Sloy Single Family Residence • Diagram for Design Area : 3 (Optimized Hvdraulic Simplified) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Node Labels: Off Pipe Labels: Off Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 19 Job: Sloy Single Family Residence Calculation Info Calculation Mode Hydraulic Model Fluid Name Fluid Weight, (lb/ft3) Fluid Dynamic Viscosity, (lb•s/ft2) Water Supply Parameters Supply 1 : W1 Supply Analysis Hydraulic Analysis for: 3 Demand Hazen -Williams Water @ 60F (15.6C) N/A for Hazen -Williams calculation. N/A for Hazen -Williams calculation. Flow (gpm) Pressure (psi) 0 67.1 47 60.7 Static Pressure Residual Pressure Flow Available Total Demand Required Pressure Node at Source (psi) (psi) (gpm) pressure (gpm) (psi) (psi) W1 67.1 60.7 47 65.1 25 44.3 Hoses Inside Hose Flow / Standpipe Demand (gpm) Outside Hose Flow (gpm) Additional Outside Hose Flow (gpm) 5 Other (custom defined) Hose Flow (gpm) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Hose Flow (gpm) 5 Sprinklers Ovehead Sprinkler Flow (gpm) 20 InRack Sprinkler Flow (gpm) 0 Other (custom defined) Sprinkler Flow (gpm) 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Total Sprinkler Flow (gpm) 20 Other Required Margin of Safety (psi) 0 W1 -Pressure (psi) 44.3 W1 -Flow (gpm) 20 Demand w/o System Pump(s) N/A File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 20 Job: Sloy Single Family Residence Hydraulic Calculations / Fluid Delivery Time Analysis Node Data Node# Type K-Fact. Discharge Coverage Tot. Pres. Req. Pres. Elev Hgroup Open/Closed Overdischarge Density Elev. Pres. Req. Discharge gpm/psi'/2 gpm ftz psi psi ft gpm gpm/ft2 psi gpm 079 Node 35.5 12 NODE -6.5 080 Node 36.1 12 NODE -6.5 081 Node 31.9 12 NODE -6.5 082 Node 32 12 NODE -6.5 5 Overhead Sprinkler 4.9 20 400 16.7 16.7 18 HEAD Open 0 0.05 -9.1 20 wl Supply 20 44.3 -3 SUPPLY 0 File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 21 Job: Sloy Single Family Residence Hydraulic Calculations PIPE INFORMATION Node 1 Elev 1 K-Factor 1 Flow added (q) Nominal ID Fittings L C Factor total (Pt) Node 2 Elev 2 K-Factor 2 Total flow (Q) Actual ID quantity x (name) = length F Pf per ft elev (Pe) NOTES T frict (Pf) (ft) (gpm/psi /z) (gpm) (in) (ft) (ft) (psi) (psi) Path No: 1 5 18 4.9 20 1 5x(BM.Tee-Run)=5 100.82 150 16.7 081 12 20 1.101 13x(BM.90)=65 86 0.0678 2.6 3x(BM.Tee-Br)=15 186.82 12.7 lx(BM.45)=1 081 12 -8.8 110x(BM.Tee-Run)=10 107.59 150 31.9 079 12 11.2 1.101 lx(BM.45)=1 46 0.0231 0 5x(BM.Tee-Br)=25 153.59 3.6 2x(BM.90)=10 079 12 8.8 11x(BM.Tee-Run)=1 4.48 150 35.5 080 12 20 1.101 lx(us.90)=3.82 4.82 0.0678 0 9.3 0.6 080 12 0 1.25 lx(us.Tee-Br)=6 43.97 120 36.1 W 1 -3 20 1.38 6 0.0341 6.5 49.971 11.7 W 1 44.3 Path No: 2 081 12 0 1 lx(BM.90)=5 0.39 150 31.9 082 12 8.8 1.101 5 0.0148 0 5.39 0.1 082 12 0 16x(BM.Tee-Br)=30 146.83 150 32 079 12 8.8 1.101 9x(BM.Tee-Run)=9 87 0.0148 0 3x(BM.45)=3 233.83 3.5 9x(BM.90)=45 079 35.5 * Pressures are balanced to a high degree of accuracy. Values may vary by 0.1 psi due to display rounding. * Maximum Velocity of 6.74 ft/s occurs in the following pipe(s): (081-5), (080-079) File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 22 Job: Sloy Single Family Residence Device Graphs .y a ti L 3 N N N L a 0 0 N Pressure vs. Flow Function Design Area: 3; Supply Ref.: W1; Supply Name:W1 Flow, gpm File: C:\Users\laura\OneDrive\ACAD\Shasta\Sloy Residence\2-17-23 Sloy Residence AS BUILT.dwg Date 2/20/2023 Copyright © 2002-2012 Tyco Fire Protection Products Page 23 5i GENERAL DESCRIPTION SENJU V SPRINKLER Model RC-RES K-Factor: 4.9 SIN: SS8464 Residential Lead Free Flat Concealed Sprinkler, Pendent C &US LISTED I NSF/ANSI/CAN 61 & 312 EU O's The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar'/2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. www.senjusprinkler.com Page 1 of 8 Document No.U085168 • 02-08-2021 WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. TECHNICAL DATA • Approvals: 0 cULus Listed • UL-EU Listed (162°F (72°C) only) • NSF/ANSI/CAN 61, NSF/ANSI 372 • Sprinkler Identification Number (SIN): SS8464 • Maximum Working Pressure: 175psi (12.1bar) • Discharge Coefficient (Nominal K-Factor): 0 K = 4.9 GPM/psi1/2 (70.6 LPM/bar1/2) • Temperature Rating: • 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate • 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate • Color Code (Sprinkler) • 162°F (72°C): Uncolored • 205°F (96°C): White • Color Code (Cover Plate) • 140°F (60°C): No Mark • 1620F (720C): White -Colored Mark • Vertical Adjustment: 1/2 inch (12.8 mm) • Cover Plate Finishes: 0 Standard Finishes: White, Ivory, Beige, Brown, Black, Nickel, Wood Grain 0 Custom Finishes: Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. • Physical Characteristics: Ref. Figures 1 and 1.1 2-1/16" (052mm) 3 Lot No. Year of Manufacture SIN: SS8464 1-K-Factor: 4 K4.9 Temperature Rating: 162°F/72 °C s or 205 °F/96 °C z UL Mark ? b Control No: 6P37 ru ALS Mark: NSF 61/372 RES SPKR �i Body (Copper Alloy) O2 Deflector (Phosphorus Bronze) Gasket (PTFE) 2-5/8" (068mm) ® Fusible Metal (Solder) or 3-1/4" (083m �s Heat Collector (Copper) or 2-5/8" square (o68mm) © Cover Plate Assembly Figure 1: Model RC-RES K = 4.9 Marking (Deflector) SIN: SS8464 Color Code K- actor K4.9 -\ Temperature Rating: 162°F/72 °C or 205 °F/96 °C _ UL Mark Cover Plate Sprinkler (Top View) (Bottom View) Figure 1.1: Marking (Color Code) www.senjusprinkler.com Page 2 of 8 Document No.U085168 • 02-08-2021 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) NO Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge Figure 2: Operation Process (For illustrative purposes only) DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. Notes Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13D, 13R, or 13) must be kept as few as possible while observing all guidelines relating to obstructions and spacing. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. 4, www.senjusprinkler.com Page 3 of 8 Document No.U085168 • 02-08-2021 Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: 1. Chlorine ion and Chloride environment Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non -Fire conditions or Not Operating when exposed to an actual fire. 2. Sprinkler system piping with Copper Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. • A minimum discharge of 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. www.senjusprinkler.com Page 4 of 8 Document No.U085168 • 02-08-2021 Table A. NFPA 13D & 13P Wet Pipe Hydraulic Design Criteria for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Maximum Maximum Ordinary Temperature Intermediate Temperature Coverage Spacing Rating 162°F (72`C) Rating 20TF (96°C) Deflector to Installation Minimum Area(,) Ft' Ceiling Type Spacing Ft.�m) Ft.xFt. Flow(b)GPM PressureM Flow(b)GPM Pressure"� (m x m) (m) (LPM) PSI (bar) (LPM) PSI (bar) 12 x 12 12 13 7.0 13 7.0 Smooth (3.7 x 3.7) (3.7) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 Inches. 14 x 14 14 13 7.0 13 7.0 (4.3 x 4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings per 16 x 16 16 13 7.0 13 7.0 NFPA 13D, Concealed 8 (4.9 x 4.9) (4.9) (49.2) (0.48) (49.2) (0.48) 13R or 13. Installed in (2.4) 18 x 18 18 17 12.0 17 12.0 (5.5 x 5.5) (5.5) (64.4) (0.83) (64.4) (0.83) beam 3/8 to 7/8 inches below bottom 20 x 20 20 21 18.4 21 18.4 (6.1 x 6.1) (6.1) (79.5) (1.27) (79.5) (1.27) of beam. a. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. b. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft•lbs (9.5 to 19.0 N•m) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Removal Tool for RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. 4, www.senjusprinkler.com Page 5 of 8 Document No.U085168 • 02-08-2021 Installation Steps Step 1: The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm) as shown in Figure 3. Step 2: With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-H or Ratchet (3/8" drive) & Socket NR-H Combination (Ref. Figure 4). The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3: If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here Ave. 1/4" (6.4mm) Do Not Min.1/8" 3.2mm Over -Tighten Groove on the Sprinkler Vertical Protective Cap E Ad'ustmenl E m v Tooth on the Socket E N E Mounting � N Socket NR-H Surface 2-3/8" (0 60mm) Mounting Surface 11 11 Ell Ceiling Hole Diameter Ratchet Correct Incorrect Figure 3: Installation Figure 4: Ratchet & Socket Step 4: Use the Cap Removal Tool for RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Cap Removal Tool ®, www.senjusprinkler.com Hook Up 1 0 Step 1 Step 2 Figure 5: Protective Cap Removal Page 6 of 8 l Pull down Step 3 Document No.U085168 • 02-08-2021 E E Mounting � E Surface E DeflectorZa 2-5/8" (068mm) - or3-1/4' (083mm) or 2-518" square foHrnm1 Figure 6: Installation (Cover Plate Assembly) E E E E \ �N Incorrect Correct Incorrect Figure 7: Installation (Correct and Incorrect) CARE & MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. Notes Wet pipe sprinkler systems must be maintained at a minimum temperature of 40oF / 4°C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of a fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation of the cover plate assembly may cause improper operation or non -operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non - factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and/or water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. 6-1 www.senjusprinkler.com Page 7 of 8 Document No.U085168 • 02-08-2021 Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place. Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units because of dropping, hitting, over -tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. LIMITED WARRANTY For details of warranty, refer to Sales Contract. ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Temperature Rating and Finish). Sprinkler • Model: RC-RES SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 1620F (72°C) or 205OF (96°C) Cover Plate Assembly • 2-5/8 inch (�68mm) or 3-1/4 inch (�83mm) or 2-5/8 inch square (❑68mm), Order separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. White Ivory Beige Standard Brown Finishes Black Nickel Copper Wood Grain Custom I Finishes Custom Custom Color Pattern 2-5/8" Round, 140°F O O - - - - - - O O 3-1/4" Round, 140°F O O O O O O O O O O 2-5/8" Square, 140°F O - - - - - - - O O 2-5/8" Round, 162°F O - - - - - - - O O 3-1/4" Round, 162°F O O O O O 2-5/8" Square, 162°F O - - - - Tools & Accessories • Socket NR-H for use with a 3/8" drive ratchet (not included) • Socket NR-H Plastic for use with a 1/2" drive ratchet (not included) • Cap Removal Tool for RC • Cover Plate Installation Tool 4 www.senjusprinkler.com Page 8 of 8 Document No.U085168 • 02-08-2021 a dt Blazemaster° FIRE SPRINKLER SYSTEMS LISTED AND APPROVED FOR MORE TYPES OF APPLICATIONS THAN ANY OTHER NON-METALLIC SYSTEM • Sprinkler Contractors • General Contractors Builders & Developers • Architects & Engineers • Authorities Having Jurisdiction Lubrizol BlazeMaster hen dealing with fire protection, you need a piping system ■■ you can depend on. BlazeMaster® CPVC pipe and fittings are designed specifically for fire sprinkler systems and are based on more than 50 years of proven experience. Lubrizol, the worldwide leader in CPVC innovation, takes fire sprinkler systems to a level of superior performance that exceeds your expectations. BlazeMaster fire sprinkler systems are the most advanced, Listed and approved non-metallic piping system available on the market today. And there's no comparison between CPVC pipe and metal pipe. CPVC systems offer more advantages than metal systems making all other pipes obsolete. Check the facts: Certified by NSF International for potable water safety under all water conditions Elimination of scaling and corrosion for lasting performance, even in salt air environments Natural immunity to Microbiologically Influenced Corrosion (MIC) Superior flow characteristics offer better hydraulic design over metal systems Ease of fabrication in the field provides unmatched flexibility Minimal tool investment generates increased cost savings 50-year life expectancy CPVC formulation delivers exceptional toughness Quality Assurance Program guarantees consistency and reliability I !Ch 076 mL •". BlazeMaster fire sprinkler systems are backed by an extensive field support organization, which is available for expert technical assistance and can provide you with: Proven installation recommendations to maximize efficiency and cost savings Expert consultation regarding compliance with local, regional and national codes Assistance with architects and engineers on design and specification work There are numerous advantages to using the BlazeMaster fire sprinkler technology to address your specific needs, including: Sprinkler Contractors • Improved durability: BlazeMaster CPVC pipe and fitting compounds have been specially formulated using Lubrizol technology for improved durability. provides many advantages during installation, even at cold temperatures. • Cost savings: Overhead on tools is minimal since pipe can be cut on -site with simple hand tools. A one-step joining system makes installations even quicker, keeping labor to a minimum. General Contractors • Less conflict with other trades: Contractors installing BlazeMaster systems work easily and quickly around dry-wallers, framers and other mechanical contractors. • Lightweight: No special rigging or equipment is needed to move BlazeMaster pipe within the building. Builders and Developers L t 1 t II d ow cos. ns a e costs of a BlazeMaster system are significantly lower and prices are more stable than Optimal sized system: Smooth internal diameters lead to better hydraulic performance than metal systems, which often means pipe can be downsized, lowering material costs. �ZJb AA Listings and Approvals UL 1821 Listed • Exposed system risers NFPA 130,13R • Exposed basement NFPA 13D (solid wood joist) • Extended coverage (exposed) — 20' spacing on pendent in lieu of 15' • Use with all Tyco and Viking combustible concealed sprinklers • Tyco attic sprinkler head with wet system piping (feed main and ridge installation) • Exposed extended coverage sidewall sprinkler Listings for exposed pipe & fittings — 24' extended coverage sidewall sprinkler,12" drop,1557 sprinkler head 18' extended coverage sidewall sprinkler,12" drop,165°F sprinkler head —16' extended coverage sidewall sprinkler,12" drop,175°F sprinkler head —14' standard coverage sidewall sprinkler,12" drop, 200°F sprinkler head • Permitted for use with return air plenums with no set -back at ceiling openings per NFPA 90A ULC or CUL Listed Factory Mutual Approved • Factory Mutual Approval exposed • Factory Mutual Approval above drop -in ceilings • Factory Mutual Approval exposed w/ Soffi-Steel`a'** soffiting covering system • VdS Approval • TFRI Approval LPCB Approval NSF Certification Other Differentiation • Size available up to 3" • Approved commercial product for over 25 years • Backed by over 50 years of CPVC resin and compound manufacturing experience • CPVC resin & compound from ISO 9001 manufacturing facilities • System chemical compatibility program (ancillary products) backed by independent third party testing/verification • Formal installation training program which has more than 25,000 graduates • Leader in new Listing and Approval developments • Dedicated CPVC system field consultants • CPVC pipe compound pressure rated by Plastics Pipe Institute • CPVC fitting compound pressure rated by Plastics Pipe Institute • Pipe compound cell class, 23547, exceeds the minimum allowable ASTM requirements for CPVC tensile strength • Fitting compound cell class, 24447, exceeds the minimum allowable ASTM requirements for CPVC impact strength Refer to manufacturer's installation instructions for product Listings and limitations prior to use. ** Soffi-Steel is a registered trademark of Grice Engineering Lubrizol J11110- Lubrizol Advanced Materials, Inc. BlazeMaster® Marketing Department 9911 Brecksville Road Cleveland, OH 44141-3201 USA 216-447-5000 888-234-2436 Fax: 216-447-5313 Chaussee de Wavre, 1945 1160 Brussels Belgium 32-2-678-19-11 Fax: 32-2-678-19-90 1107-1110 Shui On Centre 6-8 Harbour Road Wan Chai, Hong Kong 852-2508-1021 Fax: 852-2512-2241 QUALITY ASSURANCE PROGRAM BlazeMaster® pipe and fittings are produced to stringent quality standards, established by Lubrizol, that exceed ASTM and other industry standards. Lubrizol has partnered with eight high quality manufacturers of pipe and fittings to bring the BlazeMaster system to market. Each manufacturer of the pipe participates in a Quality Assurance Program that ensures that these high standards are maintained for your peace of mind. This program is unique to Lubrizol and includes testing on strength and ductility and other physical properties of the pipe as well as dimensional tolerances. Lubrizol remains the technology leader and primary source of CPVC materials worldwide. While we do not manufacture pipe and fittings, we maintain a close and active relationship with the pipe and fittings manufacturers. Ask for the details of the warranty program from these BlazeMaster manufacturers. For a complete listing of regional sales representatives and manufacturers, please visit our website at www.blazemaster.com. From plumbing to siding to fire sprinkler systems and more... All the pieces have now come together to solve many of today's toughest building and industrial challenges. To contact a sales consultant, call 888.234.2436 ext. 447.7393 or visit our website at www.fbcbuildingsolutions.com. BM 002 ® is a registered trademark of The Lubrizol Corporation. TM is a trademark of The Lubrizol Corporation. The information contained herein is believed to be reliable, but no representations, guarantees or warranties of any kind are made as to its accuracy, suitability for particular applications or the results to be obtained therefrom. The information is based on laboratory work with small-scale equipment and does not necessarily indicate end product performance. Because of the variations in methods, conditions and equipment used commercially in processing these materials, no warranties or guarantees are made as to the suitability of the products for the applications disclosed. Full-scale testing and end product performance are FBC Building Solutions FlowGuard Gold® Pipe & Fittings FlowGuard® MultiPort CPVC Manifold FlowGuard® MultiPort Commercial System FlowGuard® Bendable Piping FlowGuard" Flex Tubing BlazeMaster® Fire Sprinkler Systems BlazeMaster® Multipurpose System © The Lubrizol Corporation 2010, all rights reserved. the responsibility of the user. Lubrizol Advanced Materials, Inc. shall not be liable for and the customer assumes all risk and liability of any use or handling of any material beyond Lubrizol Advanced Materials, Inc.'s direct control. THE SELLER MAKES NO WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. Nothing contained herein is to be considered as permission, recommendation, nor as an inducement to practice any patented invention without permission of the patent owner. Printed in U.S.A. 02110 BULL MOOSE TUBE APPROVALS AND SPECIFICATIONS • ASTM A135, Grade A • ASTM A795, Type E, Grade A • Pressure rated to 300 psi • Underwriters Laboratories - United States of America • Underwriters Laboratories -Canada SCHEDULE 10 B 40 SPRINKLER PIPE SUBMITTAL DATA SHEET FINISHES AND COATINGS • Schedule 10 & 40 Sprinkler Pipe receives an OD mill coating of water -based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. • Factory Mutual Schedule 10 & 40 Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL - United Arab Emirates • Made in the United States of America • UL, ULC & FM listed for roll -groove, plain -end and welded joints for wet, dry, preaction and deluge sprinkler systems. • LEED v4 Certified • Schedule 10 & 40 Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION • Every length of Bull Moose fire sprinkler pipe features large, easy -to - read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. 0.0. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 6.625 8.625 I.D. (in) 1.097 1.442 1.682 2.157 2.635 3.260 4.260 6.357 8.249 Empty Weight (lb/ft) 1.410 1.810 2.090 2.640 3.530 4.340 5.620 9.290 16.940 Water Filled Weight (lb/ft) 1.800 2.518 3.053 4.223 5.893 7.957 11.796 23.038 40.086 C.R.R.* 15.27 9.91 7.76 6.27 4.92 3.54 2.50 1.158 1.805 Pieces per Lift 91 61 61 37 30 19 19 10 7 0.0. (in) 1.315 1.660 1.900 2.375 2.875 3.500 4.500 I.D. (in) 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Empty Weight (lb/ft) 1.680 2.270 2320 3.660 5.800 7.580 10.800 Water Filled Weight (lb/ft) 2.055 2.918 3.602 5.114 7.875 10.783 16.316 C.R.R.* 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Pieces per Lift Mod70 51 44 30 30 19 19 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY **Not Eddy Guard II treated/Not produced by BMT SUBMITTAL INFORMATION EL Project Contractor Engineer Specification Reference Date System Type Locations Comments l CS L i3 awnov¢• -1 OSchedule 10 - Black � Schedule 10 - Hot Dip Galvanized O Schedule 40 - Black O Schedule 40 - Hot Dip Galvanized 1111 BULLMOOSETUBa= BULL TvTOOSE® TUBE APPROVALS AND SPECIFICATIONS • ASTM A135, Grade A • ASTM A795, Type E, Grade A • Pressure rated to 300 psi • Underwriters Laboratories — United States of America • Underwriters Laboratories —Canada EDDYTHREAD SPRINKLER PIPE SUBMITTAL DATA SHEET FINISHES AND COATINGS Eddythread Sprinkler Pipe receives an OD mill coating of water -based paint which has corrosion protection expected with a painted carbon steel product, i.e. it would be expected to resist corrosion for an extended and indefinite period in a clean and dry environment and, as environmental conditions deteriorate, the corrosion protection would also diminish. • Factory Mutual Eddythread Sprinkler Pipe (black) receives an ID mill coating of Eddy • NFPA-13 Guard II MIC preventative coating. EG2 has been tested at • NFPA-13R independent laboratories to resist bacterial growth and maintain • NFPA-14 minimal bacterial count after multiple flushes (25) of the pipe. • CIVIL DEFENSE APPROVAL — United Arab Emirates • Made in the United States of America • UL, ULC & FM listed for roll -groove, plain -end and welded joints for wet, dry, preaction and deluge sprinkler systems. • LEED v4 Certified • Eddythread Sprinkler Pipe when Hot Dip Galvanized by ASTM A123 and supplied by Bull Moose Tube is UL listed and FM approved. PRODUCT IDENTIFICATION Every length of Bull Moose fire sprinkler pipe features large, easy -to - read, continuous stenciling, clearly identifying the manufacturer, type of pipe, size, and length. 1.295 1.650 1.900 2.375 1.083 1.41872.547 1.654 2.123 Emp eiF 1.461 2.070 3.308 Water Filled Weight (lb/ft) 1.860 2.754 3.468 4.842 C.R.R.* 1.00 1.00 1.00 1.00 Pieces per Lift 70 51 44 30 *Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY u1 C uL FM `O SUBMITTAL INFORMATION Project Contractor Engineer Specification Reference Date System Type Locations Comments O Eddythread - Black Eddythread - Hot Dip Galvanized IN BULLT/[OOSETUBE A-N-VfLStar- Fire Products Division of Anvil® International SPF/RNVIL" Cast Iron - Class 125 Fittings 900 ELBOW Nominal Anvil Item Number Universal Max. Dimensions Working Approx. Size Number Pressure Wt. Each A B In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. Ng) 1 800000002 CB90033 300 1.50 1.50 0.84 25 2065 38.10 38.10 0.38 11/4 800000010 CB90044 300 1.75 1.75 1.34 32 2065 44.45 44.45 0.61 11/2 800000028 CB90055 300 1.94 1.94 1.80 40 2065 49.27 49.27 0.82 2 800000036 CB90066 300 2.25 2.25 2.90 50 2065 57.15 57.15 1.32 21/2 800000044 CB90077 300 2.70 2.70 4.75 65 1 1 1 2065 1 68.58 68.58 1 2.15 A Submittal Sheet MATERIAL SPECIFICATIONS 0� L� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20.1. for ailscg�actyour p / details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECTr• rAPPROVAL Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule,=\�YXINV'L REV. 03.03.06-001 go to www.anvilstar.com or contact your local AnvilStar representative �l A-N-VfLStar- Fire Products Division of Anvil® International SPF/FWVIL Cast Iron - Class 125 Fittings REDUCING TEE Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number Pressure Wt. Each --A--F-B-T C In. (mm) PSI (kPa) (mm) (mm) (mm) Lbs. (kg) 1 x 1/2 x 1 800004244 CT313 300 1.50 1.36 1.50 1.08 25 x 15 x 25 1 2065 38.10 34.54 38.10 0.49 1 x 3/4 x 1 800004251 CT323 300 1.50 1.45 1.50 1.18 25 x 20 x 25 2065 38.10 36.83 38.10 0.54 1 x 1 x 1/2 800004269 CT331 300 1.26 1.26 1.36 0.95 25 x 25 x 15 2065 32.00 32.00 34.54 0.43 1 x 1 x 3/4 800004277 CT332 300 1.37 1.37 1.45 1.10 25 x 25 x 20 2065 34.79 34.79 36.83 0.50 1'A x 1 x 1/2 800004301 CT431 300 1.34 1.26 1.53 1.17 32 x 25 x 15 2065 34.03 32.00 38.86 0.53 1'A x 1 x 3/4 800004319 G432 300 1.45 1.37 1.62 1.38 32 x 25 x 20 2065 36.83 34.79 41.14 0.63 11/4 x 1 x 1 800004327 CT433 300 1.58 1.50 1.57 1.47 32 x 25 x 25 2065 40.13 38.10 39.87 0.67 11/4 x 1 x 11/4 800004335 CT434 300 1.75 1.67 1.75 1.80 32 x 25 x 32 1 2065 44.45 42.41 44.45 0.82 11/4 x 11/4 x 1/2 800004350 CT441 300 1.34 1.34 1.53 1.37 32 x 32 x 15 2065 34.03 34.03 38.86 0.62 11/4 x 11/4 x 3/4 800004368 CT442 300 1.45 1.45 1.62 1.54 32 x 32 x 20 2065 36.83 36.83 41.14 0.70 1'A x 11/4 x 1 800004376 CT443 300 1.58 1.58 1.67 1.65 32 x 32 x 25 2065 40.13 40.13 42.41 0.75 1 r/2 x 1 x 1/2 800004400 CT531 300 1.41 1.34 1.66 1.41 40 x 25 x 15 1 2065 35.81 34.03 42.16 0.64 1 t/2 x 1 x 3/4 800004418 G532 300 1.52 1.37 1.75 1.65 40 x 25 x 20 2065 38.60 34.79 44.45 0.75 11/2 x 1 x 1 800004426 CT533 300 1.65 1.50 1.80 1.65 40 x 25 x 25 2065 41.91 38.10 45.72 0.75 11/2 x 1 x 11/4 800004434 Q534 300 1.82 1.67 1.88 2.00 40 x 25 x 32 1 2065 46.22 1 42.41 1 47.75 0.91 11/2 x 1 x 11/2 800004442 CT535 300 1.94 1.8 1.94 2.30 40 x 25 x 40 2065 49.27 45.72 49.27 1.04 11/2 x 11/4 x 1/2 800004459 CT541 300 1.41 1.34 1.66 1.58 40 x 32 x 15 2065 35.81 34.03 42.16 0.72 11/2 x 1'A x 3/4 800004467 CT542 300 1.52 1.45 1.75 1.72 40 x 32 x 20 2065 38.60 36.83 44.45 0.78 1 r/2 x 11/4 x 1 800004475 G543 300 1.65 1.58 1.80 1.85 40 x 32 x 25 I I 1 2065 1 41.91 1 40.13 1 45.72 1 0.84 Submittal Sheet REDUCING TEE Nominal Anvil Item Universal Max. Working Dimensions Approx. Size Number Number Pressure A g C WL Each In. (mm) PSI (kPa) (mm) (mm) (mm) tbs. (kg) 11/2 x 11/4 x 11/4 800004483 CT544 300 1.82 1.75 1.88 2.22 40 x 32 x 32 2065 46.22 44.45 47.75 1.00 1 t/2 x 11/4 x 1 ih 800004491 CT545 300 1.94 1.88 1.94 2.45 40 x 32 x 15 2065 49.27 47.75 49.27 1.11 1 '/2 x 11/2 x r/2 800004517 CT551 300 1.41 1.41 1.66 1.76 40 x 40 x 40 2065 35.81 35.81 42.16 0.80 11/2 x 1112 x 3/4 800004525 CT552 300 1.52 1.52 1.75 1.87 40 x 40 x 20 2065 38.60 38.60 44.45 0.85 1 Y2 x 11/2 x 1 800004533 CT553 300 1.65 1.65 1.80 1.94 40 x 40 x 25 2065 41.91 41.91 45.72 0.88 1 1/2 x 11/2 x 11/4 800004541 CT554 300 1.82 1.82 1.88 2.29 40 x 40 x 32 2065 46.22 46.22 47.75 1.04 2 x 1 x 2 800004566 CT636 300 2.25 2.02 2.25 3.40 50 x 25 x 50 2065 57.15 51.30 57.15 1.54 2 x 11/4 x 2 800004574 CT646 300 2.25 2.10 2.25 2.80 50 x 32 x 50 2065 57.15 53.34 57.15 1.27 2 x 11/2 x 1/2 800004582 CT651 300 1.49 1.41 1.88 2.09 50 x 40 x 15 2065 37.84 35.81 47.75 0.95 2 x 11/2 x 3/4 800004590 CT652 300 1.60 1.52 1.97 2.40 50 x 40 x 20 2065 40.64 38.60 50.03 1.09 2 x 11/2 x 1 800004608 CT653 300 1.73 1.65 2.02 2.54 50 x 40 x 25 2065 43.94 41.91 51.30 1.15 2 x 11/2 x 11/4 800004616 CT654 300 1.90 1.82 2.10 2.85 50 x 40 x 32 2065 48.26 46.22 53.34 1.30 2 x 11/2 x 11/2 800004624 CT655 300 1.49 1.41 1.88 2.24 50 x 40 x 40 2065 37.84 35.81 47.75 1.02 2 x 1112 x2 800004632 CT656 300 2.25 2.16 2.25 3.75 50 x 40 x 50 2065 57.15 54.86 57.15 1.70 2 x 2 x 1/2 800004640 CT661 300 1.49 1.49 1.88 2.60 50 x 50 x 15 2065 37.84 37.84 47.75 1.18 2 x 2 x 3/4 800004657 CT662 300 1.60 1.60 1.97 2.71 50 x 50 x 20 2065 40.64 40.64 50.03 1.23 2 x 2 xl 800004665 CT663 300 1.73 1.73 2.02 2.97 50 x 50 x 15 2065 43.94 43.94 51.30 1.35 2 x 2 x11/4 800004673 CT664 300 1.90 1.90 2.10 3.32 50 x 50 x 32 2065 48.26 48.26 53.34 1.51 2 x 2 x11/2 800004681 CT665 300 2.02 2.02 2.16 3.72 50 x 50 x 40 2065 51.30 51.302 1.69 MATERIAL SPECIFICATIONS @ �� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED For val Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20. 1. details scontapprour p �details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-005 go to www.anvilstar.com or contact your local AnvilStar representative �l A-N-VfLStar- Fire Products Division of Anvil® International SPF/FWVIL Cast Iron - Class 125 Fittings STRAIGHT Nominal Anvil Item Number Max. Dimensions Universal Working Approx. Size Number Pressure A B Wt.t.Each In. (mm) PSI (kPa) In. (mm) In. (mm) Lbs. (kg) 1 800003204 CT333 300 1.50 1.50 1.21 25 2065 38.10 38.10 0.55 11/4 800003212 CT444 300 1.75 1.75 1.87 32 2065 44.45 44.45 0.85 11/2 800003220 CT555 300 1.94 1.94 2.51 40 2065 49.27 49.27 1.14 2 800003238 CT666 300 2.25 2.25 3.96 50 2065 57.15 57.15 1.80 21h 800003246 CT777 300 2.70 2.70 6.45 65 2065 1 68.58 1 68.58 1 2.93 Submittal Sheet A �A I � I B MATERIAL@ �� FM Cast iron threaded fittings are UL & ULC Listed & Dimensions conform to ANSI B16.4 Class 125. APPROVED Factory Mutual Approved for 300 psi service. Threads are NPT per ANSI ASME B1.20. 1. for details contact tact your p �details contact your Gray iron per ASTM Al26 Class B. AnvilStarTm Representative. PROJECT INFORMATION: APPROVAL STAMP: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: SPF Cast & Ductile Iron Fittings For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, REV. 03.03.06-004 go to www.anvilstar.com or contact your local AnvilStar representative �l Fig. 24 - Hanger for CPVC Plastic Pipe & IPS Steel Pipe** Double Fastener Strap Side Mounted (Cooper B-Line B3183) Size Range: 3/4" (20mm) thru 2" (5omm) 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: Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. ** With reduced spacing, consult factory. Fig. 25 - Surge Restrainer Size Range: — One size fits 3/4" (20mm) thru 2" (40mm) pipe. Material: — Pre -Galvanized Steel Function: — Designed to be used in conjunction with Fig. 200 band hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirements as indicated in the National Fire Protection Association NFPA 13, 2010 edition, 9.2.3.4.4.1 and 9.2.3.4.4.4 Can be used to restrain either steel pipe or CPVC plastic Pipe. Approvals: — Underwriters Laboratories Listed only when used with band hanger Fig. 200, in the USA (UL) and Canada (cUL). Finish: Pre -Galvanized Order By: Figure number and band hanger, size from 3/4" (20mm) thru 2" (40mm). Patent #5,344,108 (jTOLcO' C I LISTED c@u s LISTED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Fig. 28 - "Stand -Off" Hanger & Restrainer for CPVC Plastic Pipe & IPS Steel 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: — Figure number and pipe size. Pat. # 7,455,268, Pat. # 7,832,248 ** With reduced spacing, consult factory. a Fig. 27B r 0 (1) Required High{' d Side of Hanger y Application Hanger Application Fig. 27B (2) RequiredI Hanger and Restraint Application Part 1 28-3/4 3/4" Size (20) A 31/32" (77.0) B 2" (50.8) 31/2" C (88.9) Max Hanger Spacing 51/2 (1.67) Approx.Pipe 00 1 18 (8.1) 28-1 1" (25) 35/16" (84.1) 23/16" (55.6) 31/2" (88.9) 6 (1.83) 21 (9.5) 28-11/4 11/4" (32) 35/8" (92.1) 23/8" (60.3) 31/2" (88.9) 61/2 (1.98) 23 (10.4) 28-11/2 11/2" (40) 4" (101.6) 21/2" (63.5) 31/2" (88.9) 7 (2.13) 31 (14.0) 28-2 2" (50) 41/2" (114.3) 211/16" (68.3) 35/8" (92.1) 8 (2.44) 34 (15.4) (j TCLCO C@ us LISTED All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COO;;R B-Line Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe & IPS Steel Pipe** Size Range: Available in 3/4" (2omm) 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: Figure number and pipe size. Patent Pending ** With reduced spacing, consult factory. Double Offset Single Offset @TOLCC7 c&u S 1.5" LISTED (38.1 mm) 1.5" ® (38.1mm) OO f---------- 0 X O 0 O 1.5" l (38.1mm) 1 1.5" (38.1 mm) 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. PW COOPER B-Line 200 PSI WWP Bronze Check Valves Fire Protection Valve • Horizontal Swing • Rubber Disc 200 PSI/13.8 Bar Non -Shock Cold Water CONFORMS TO MSS SP-80 MATERIAL LIST PART SPECIFICATION 1. Bonnet Bronze ASTM B62 or B584 Alloy C84400 2. Body Bronze ASTM B62 or B584 Alloy C84400 3. Hinge Pin Bronze ASTM B140 Alloy C31400 or B134 Alloy C23000 4. Disc Hanger Bronze ASTM B62 5. Hanger Nut Bronze ASTM B97 Alloy C65500 or Brass ASTM B16 6. Disc Holder Bronze ASTM B62 7. Seat Disc Nitrile (W) PTFE (Y)# 8. Seat Disc Nut Brass ASTM B16 or B97 Alloy C65500 9. Hinge Pin Plug Bronze ASTM B140 Alloy C32000 (Not Shown) *10. Seat Disc Washer Stainless Steel * Sizes 3/a' ,1" ,1Ya" and 11/2" only. # 21/2" and 3" size only. DIMENSIONS -WEIGHTS -QUANTITIES Dimensions Size A B Weight Box Master. In. mm. In. mm. In. mm. Lbs. Kg. aty. Ctn.11ty, 1/2 15 2.44 62 1.69 43 .58 .26 10 50 3/4 20 2.94 75 1.88 48 .92 .42 10 50 1 25 3.56 90 2.31 59 1.55 .70 5 30 11/4 32 4.19 106 2.69 68 2.32 1.05 5 20 11/2 40 4.50 114 2.94 75 3.00 1.36 2 10 2 50 5.25 133 3.81 97 4.87 2.21 2 10 21/2 65 8.00 203 5.06 129 11.48 5.22 1 5 3 80 9.25 235 6.25 159 17.53 7.97 1 4 Sizes 21/2" and 3" supplied as T-433-Y with PTFE seat disc Dezincification Resistant KT-403-W Threaded KT-403-W NPTx NPT NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. WARNING - Valve must be installed downstream of receiver tank if used in line with reciprocating air compressor. m NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3327 • FAX: +1.574.295.3455 www.nibco.com oNt10) UNITED BRASS WORKS, INC 714 S. Main St.. Randleman, N.C. 27317 Phone: 800/334-3035 Fax: 800/498-4696 nq • UKAS Registered `n""`""N� Model 80 Ball Valve Double Female (Complies with MSS-SP110-92) 200 lbs. WSP @ 406 ° Max 400 lbs. WOG * 100% Pressure Tested Threaded Ends * Blowout Proof Stem 1/a" -1/2" Full Flow 3/4" - 2" Large Port Diameters CRN 0007135.2 *Contains Lead. Not Intended for Use in Potable Water Systems* MATERIAL LIST NO. DESCRIPTION MATERIAL 1 Lever Plated Steel w/ vinyl grip 2 Stem Brass 3 Jam Nut Plated Steel 4 Packing Nut Brass 5 Packing Sleeve Brass 6 Packing Graphite Non-Asb. 7 Bevel Washer Steel 8 O-Ring Buna 9 Tail Piece ('/4" - '/2") Tail Piece (3/4" - 2") Brass Bronze 10 Body Bronze 11 Ball Chrome Plated Brass 12 Nest PTFE SIZE A B C D E F SHIP WT. (tbs.) QUAN. PER CTN. 1/4" 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 3/8" 0.38 1.86 0.92 0.94 1.58 3.31 0.52 12 ''/2" 0.50 2.17 1.06 1.11 2.28 4.23 0.78 12 3/4" 0.63 2.05 1.20 1.31 2.38 4.23 0.98 12 1" 0.81 3.27 1.67 1.59 2.55 4.23 1.59 6 1 '/4" 1.00 3.48 1.72 1.77 3.19 5.47 2.47 4 1 Yz" 1.25 3.97 1.95 2.02 3.38 5.47 3.50 4 2" 1.50 4.41 2.14 2.27 3.56 5.47 5.00 2 �NATER COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 OASTFOCI — ESTIMATE Date: Jan 20, 2022 Subject: TRACT NO. 33076-1, MADISON CLUB, 52380 ROSS AVE., LA QUINTA, LOT 4A, LID 668856 (LANDSPE PLNS APPRVD) MATTHEW J COLE Project: 21-12946 HILL CONSTRUCTION CO Project Date: 12/15/2021 4626 ALBUQUERQUE ST Amount Due: $24,206.00 SAN DIEGO, CA 92109 GEO: 06-07-10-2 Planner: RUBEN MONTIEL TO INSURE PROPER CREDIT, PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK Units CD Fee Type Description Charge Total Amount Amount 1.00 F5 2" METER SURCHARGE $16,021.00 $16,021.00 1.00 BU ABANDON SERVICE - 35/ESTIMATE $1,500.00 $1,500.00 1.00 SS 2" MTR & 2" SRVC- PD $6,685.00 $6,685.00 $24,206.00 Subject: TRACT NO. 33076-1, MADISON CLUB, 52380 ROSS AVE., LA QUINTA, LOT 4A, LID 668856 (LANDSPE PLNS APPRVD) COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 v�ATER Residential Connection Charge Estimate January 20, 2022 Customer Name: Matthew J Cole Phone No. (619) 813-8112 Parcel No. 779-380-024 Geo. 06-07-10-2 Address: 52380 Ross Ave., La Quinta LID: 668856 Block No. Lot No. 4A Size of Lot: 30,492 sq. ft. Tract No. 33076-1 Type of Service: R-1: 21 Duplex: 7_1 Triplex: El Apts:El SWSC: $ - Acres: 0.7 SWSC: $0.00 /acre WSBFC: $ - SCC: $ - Treatment: $2,436/edu Collection: $2,415/edu Meter: $ - Meter Size: 2 inch Meter surcharge: $ 16,021.00 Service Size: 2 inch Service: $ - Meter & Service: $ 6,685.00 Backflow: $ - Other: $ 1,500.00 Sewer Lateral: $ - Total: $ 24,206.00 Tract No. 33076-1, Madison Club. Per Special Agreement, no WSBFC. SWSC (paid by Promissory Note) TFC was paid on MCR# 122919. Dwg. 34199 a 2" Srvc exists and Dwg. 34214 a 4" Lat exists PZ 21-12946 Technician: Ruben Montiel Fees Approved by: Date: Information Supplied By Customer CVWD System Data Domestic Water Demand* Service Connection** Max. Flow= 47 SPm Max. Flow*= 47 gPm Min. Pressure= 60 psi Inlet Pressure 1= 67.10 PSI Fire Sprinkler Demand* Outlet Pressure= 60.75 Psi Max. Flow= 31. gPm Min. Pressure= 62 psi Meter Size = 2 inch System Type: Service Size= 2 inch Multi Stand Alone 1 Prior to Pressure Regulating Valve ** For Calculation Purposes- Service Connection Includes: * CVWD USES WORST CASE CONDITION Service Connection Pipe=L', Meter Stop, Meter, Check Valve & Shut Off Valve Calculations: 2�� N L F 2 " METER 2 BBF y�i ° SERVICE Pz= Lake Cahuilla �� Ps= 67.10 > 60 psi HGL= 145 W HL-meter= 1.32 c? C 91620 RES.#= 6725 HL-valves etc.= 5.03 RES./HT= 32 EXP. ~ Q * Po= 60.75 > 60 psi PROP. ELEV.= 6 `r4 C10- �p`�� Max.flow 47.00 GPM F Ps is OK OF CO- OK to provide service TRY: Domestic Water Demand Appoved by: Date: The meter sizing is for plan check purposes only. The ultimate responsibility resides with the Engineer -of -Record for the project. Shasta Fire Protection, Inc. 72120 Northshore Street, Suite C, Thousand Palms CA 92276 April 6, 2022 Riverside County Fire Department, La Quinta Office of the Fire Marshal Attn: Kohl Hetrick Re: Permit # FSS2022-0072 - Sloy Residence 52-380 Ross Ave, La Quinta Mr. Hetrick, We have recieved the plan check comments and have the following comments and corrections. On plan FP1: Hydraulic Calculation nodes not in the calculations were removed from plan. Notation added for piping going up to Second Floor. Hydraulic Calculation nodes not in the calculations were removed from plan. Notation added for piping going down to First Floor. Rise and drop were added in the great room to account for roof changes. Underground piping labeled more clearly and accurately with size, length and hydraulic nodes. Source node of W1 shown at meter. Hydraulic data and Water Flow data revised on plans due to revised calculations and water supply. Hydraulic Calculations: Source revised to new water information as provided by CVWD. (page 4, 5 & 6) Required flows revised (page 6) Shut off valve removed (page 8) 5 GPM domestic hose added (page 8) Thank you for your time. If you have any questions please do not hesitate to call L. McDade (951) 314-6302 To: Jose Delgado I Fire Administrative Assistant Public Safety I Community Resources City of La Quinta 78495 Calle Tampico I La Quinta, CA 92253 Ph. 760.777.7128 1 Fire Inspection Line: 760.777.7131 jodelclado@laquintaca.clov From: JOHN PAULUS - ENGINEERING DEPT. SHASTA FIRE PROTECTION, INC. 72120 NORTHSHORE STREET SUITE C THOUSAND PALMS, CALIFORNIA 92276 PHONE: (760) 404-1350 - FAX (760) 404-1354 jpaulus@shastafire.com Regarding 52380 Ross Ave La Quinta - single family dwelling residential fire sprinkler design and installation. FSS2022-0072 - This project was delayed for unknown reasons by the general contractor Hill Construction.