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FSS2022-0048
Description: LOT 193 CHIANTE LLC / FIRE SPRINKLERS / BRES2021-0192 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: FINALED Applied: 2/11/2022 ECON HOMES Approved: 3/6/2022 KHET Parcel No: 777210007 Site Address: 53030 VIA CHIANTE LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 193 Issued: 3/7/2022 AMA Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 7/6/2022 LIN Valuation: $15,082.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 121 / 23 1 I Applied to Approved Approved to Issued Issued to Finaled • • • • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RUBI GUTIERREZ 8085 E. CRYSTAL DRIVE ANAHEIM CA 92807 (714)666-8450 ENGINEERING@RESFIR E.COM CONTRACTOR RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807 (714)666-8450 ENGINEERING@RESFIR E.COM OWNER LOT 193 CHIANTE LLC 78-206 VARNER ROAD #D248 PALM DESERT CA 92211 (714)666-8450 Printed: Monday, April 03, 2023 9:26:21 AM 1 of 3 WSYSiEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $250.00 $250.00 3/7/22 WEB10926 635817361 CREDIT 786965 ECON 07 FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $250.00 $250.00 3/7/22 WEB10926 635817361 CREDIT 786965 ECON 07 FAMILY DETACHED PC Total Paid for FIRE FEES: $500.00 $500.00 RECORDS 101-0000-42416 0 $11.00 $11.00 3/7/22 WEB10926 635817361 CREDIT 1 786965 ECON MANAGEMENT FEE 07 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 3/7/22 WEB10926 635817361 CREDIT 786965 ECON ENHANCEMENT FEE 07 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:00 $516.00 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE OVERHEAD ROUGH LIN 3/22/2022 3/22/2022 APPROVED PIPING OVERHEAD HYRO LIN 3/22/2022 3/22/2022 APPROVED FIRE FINAL" LIN 7/6/2022 7/6/2022 APPROVED Printed: Monday, April 03, 2023 9:26:21 AM 2 of 3 WsYsrEMS 1ST PERMIT TECH - I PERMIT TECH 12/11/2022 I 2/14/2022 I 2/11/2022 I COMPLETE ETRAKIT (1 DAY) BUCKET Amt BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL 14303 Lot 193 Chiante- 1 SPRINKLER PLANS RG.pdf 1ST SUBMITTAL DOC 2/11/2022 Etrakit Contractor HYDRAULIC Calcs.pdf 1 CALCULATIONS DOC 2/11/2022 Etrakit Contractor 1ST SUBMITTAL SPEC Specs.pdf 1 SHEETS FSS2022-0048- FSS2022-0048- DOC 3/6/2022 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 3/6/2022 KOHL HETRICK FSS2022-0048 - COA FSS2022-0048 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf Printed: Monday, April 03, 2023 9:26:21 AM 3 of 3 WsYsrEMS III a..l. 888 mu VIMM-WWWWW"m �raol:acauc3oca0000 �©mm0©m©00©0© ®mm 0•mCJ[J mlJmmm jW J JCOfC1CO aoo�.a uox �vsas all 0 SHEETINDEX aexelemuams afr.t..w wor�w.o,�rc .w. 0 RESIDENTIAL FIRE SYSTEMS ai w«e-taw FEDDERLY AND ASMTES �Iv�mru PI1YL�1[GtlJ WATER FLOW NFO. SOOPE OF WORK '°1Oe: avarvi « "SEE FS-02 FOR RCCE PROJECT DATA rac as as fsc av «a®c rmex ovo�n na �rnc�new«. cce®� acvwaro ,w�fat mmuv arru�uaxn r ` �. I...seclrn,®r. rya.., La Quinta Office of the Fire Marehal BY: Kohl Hetrick,,;,®,aa FIRE SAFETY SPECIALIST 03/06l2o22 6.59 07 AM p h v b tleb' omrss on or faulty fall f i y q pis of Ttle 24 or a,ry L IOtl're C t 'op. f 'nspection roman ble a d d purposes unt I approv d by t the F're DepadmerR PERMIT #-F'SS2022-0048 RRE HSER DDETAQ L u1 EXTERIOR BELL (WIRING BY OTHERS) — TO FIRE SPRINKLER — m TR 9 YSTEM, SEE PLANS WIL FLAB DESUNED BY: 1-1/4" CPVC — i i FIRE SPRINKLER RISER ESSI ENGINEERING W/ INTERIOR ACCESS 77-570 SPRINGFIELD LANE, SUITE 'Cn r — — PANEL (14-1/2"x24") TYP. I PALM DESERT, CALIFORNIA 92211 — V-1 1/4" BUSCHING/COUPLING PHONE: (760) 772-8400 + 0' TO 1/2" BALL VALVE / DRAIN LINE � I 300 PSI PRESSURE GAUGETO CONTACT: ESSI SHAHANDEH DOMESTIC WATER SUPPLY FS FS1 5 � DOMESTIC SHUT OFF VALVE L-.01 FLOW SWITCH (IF REQUIRED) 1" CPVC RUBBER FACED CHECK VALVE TO IRRIGATION - (W/ IN -LINE CHECK VALVE) 1" COP ERI M J POINT OF CONNECTION FOR U1 z gR z RESIDENTIAL FIRE SYSTEMS, INC. II II MAIN SHUT OFF VALVE II (IF REQUIRED) J (Y w o_ U4 U3 -3 0 �2 -s U 1" PVC tDt 45'-0" SRC 4 K 1-112., COP pER 1" WATER METER FIELD VERIFICATION PVC TO COPPER ADAPTER NEEDED AT ROUGH INSTALLATION) HSER DDETADL NOTES • UNDERGROUND WATER SUPPLY ON DETAIL SHOWN FOR REFERENCE ONLY AND INSTALLED BY OTHERS • UNDERGROUND WATER SUPPLY LENGTHS ARE OF WORST CASE SCENARIO AND ARE REFLECTED ON RISER DETAIL AS WELL AS HYDRAULIC CALCULATIONS -�f ;OXTResidential Connection Charee Estimate � J 11 !. (.January 25, 2013 ��J�� J 1 F_ ��J J Custokn rAame ; Fedderly & AssDciates J J _Phone No _ 7,60 275-4936,, __1 Parcel Nb. 777-210 007 Geo.-; '06 07-09 3 J J J J Address - 53030 Via Ckiiante, La Quinta r J LID .1 , 69665 Block No. J Lo�No. 193 ¢ize of Lot: ;5# 5t]r ft. J J JTract NoEl . e of Se ice: Lyj [j 1�P R-1: Duplex: Triplex: J �Apts: J J J J J J SJ WDOF: $ 2,320.00 i1 Acres: 0.2 Hi WSBFC: $ f J �rl Il J �J J rJ FJ J SCC $ 1,785.00 J Treatqie_nt,. 1�7 ollection: 2, 8 fedu J J JJ Meter: - Meter Size: 1 inch J J J J J J J J Meter surcharge: $ ),5 11., 00 `!! Service Size: 1 % Inch � IJ -1J J J J __1 -1 Service: $ J J -1 J _--II111 - --- J J J Meter & Service: $ 5,478.001' ndscape s ar approve Landscape -Plans - J I - - I � I J I� I �JBJ kfl �; $ _ z�'� I� — - --J J �. J J her: $ 2,000.00 jj a Hideaway. Per specia -7" ei9t no W Boman on TF� -1 J J of SCC„-all other fees are due. Per dw% 3 12A a l JService exits J Sewer Lateral $ - 'i; and a silver lateral exists. PZ 22-13067 J J J Total: $ 14,224 J J Technician: Nancy Munoz fees Approved by: n J Date. - Information Supplied By Custom er Domestic Water Dem and* Max. Flow= 3 Min. Pressure= 28.7 psi J Fire Sorinkler Demand* J J J J J M x. Flifilir gpm - _JJJ MAin. Pressure= _ f ; 2&t ` ` SI J S ste 1*12Vj J J UItIJ _ Stand Alone J � J ---IN CVWD USEBIWORST CASE CONDITION J J J CVWD System Data Service�wc n ss J L J Max. Flow*= 45 9Pm J JInlet Pressure 1= 61.90 Psi J J OutleltPressure- -r;J 36.58 psi - r 1 J MetetSize ��r inch � J ServJice Sae <<� _ `1. 1 2 _-inch J JJ 1 _P ortb PrdsWre Readlatina Valve "Tor Calcula--LliolI n Purposes- Service Connection Includes : J J JSeryicejCOnnection Pipe=L', Meter Stop, Meter, Check Valve & Shut Off Valve J Lalculations pF L Lake Cahpll .d_ s= 161.901 1 > 1 60, -psi- I � ito L: -� r14ir ti eter= - J F lives JJJ J J J RESC F-- J S E P,r j Po= 136.58 a J28 rpsi ,PROP. ELE � I&I - fj J- - �., CIV �p� J ax.fidw- 45.00 GPM �� J J -+I fWs'�so�cl r �qr ,C� i � Mto rovdeseryi�q J� J TRii FireSprinkl6fDe 6ndl ' —1 J Surcharge W ivy • J] I J nib J —Re marks:�tleteFsurchar awes a licabl i J J J only if.,�ictenuating,c�ndiUons pre eni J J J design of smaller mete j J J J J -I J J—] 11 � J J - ove Date: I J The met r sizin for -plan check -purposes o6ly. The uftWati re ibl Ity resklei wKi4ebiineerJof-ReEor Ith J F�I I :�J I I II J I I I - rJl JI J F-JJ I J SITE PL DES/GNAND INS TALLAT/ON BY RESIDENTIAL FIRE SYSTEMS INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL: 1-800-635-1656 FAX: 714-666-2978 C-16# 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER: FEDDERLY AND ASSOCIATES 78-206 VARNER ROAD PALM DESERT, CA 92211 PROJECT DESIGNER: R.F.S. 1st REVIEW: R.F.S. 2nd REVIEW: PROJECT SUPERVISOR: DATED BACKGROUNDS; ARCH: 06.04.21 INT. DECO.: NONE AVAILABLE ELEC : 06.04.21 STRUCT : 03.26.21 CIVIL NONE AVAILABLE FIRE MASTER: NONE AVAILABLE MECH 03.30.0 PLUMB: 04.09.21 / //-`=A/Q1--7 QT-A AAA SHEET TITLE: S/TE FLAN FIRE RISER DETAIL AND RCCE 5 ALL: 'I/bi =T-U" SCALE: 1/8"=1'-0" DATE: 02/11/2022 FIRE SPRINKLER PLAN (NFPA 13D) NOTES: - ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ 20'x2O' MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED @ 16'x16' MAX. - ALL PIPING TO BE 1" CPVC PIPE U.N.O. - ALL DROPS TO HEADS TO BE 3/4" CPVC PIPE 1ST FLR. AREA 5,,214 sgft. 2ND FLR. AREA 1,370 sqft. TOTAL AREA: 6,584 sqft. GARAGE AREA 1, 026 sqft. LEGEND FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES) : O RESIDENTIAL FLAT CONCEALED ( INTERMEDIATE TEMPERATURE) ® RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE) PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) = INDICATES CPVC PIPE SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS) : 1�4 FIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS) O DROP OR RISER BETWEEN FLOORS \ \ STRAP/RESTRAINT X RING HANGER ® HYDRAULIC NODE POINTS ( SEE PLANS) INSPECTOR TEST OR AUXILIARY DRAIN (sEE PLANS ) ELECTRICAL BELL ( INSTALLED BY OTHERS, SEE PLANS) 5YM60L COPPER CPVC MANUFACTURER MODEL 5.I.N. TEMP. K-FACTOR ORIFICE N.P.T. FINISH DE5CRIPTION DENSITY Q Tl VIKING VK494 VK494 200* 49 1/1611 1/2" WH 17E RE6, FLAT CONCEALED 0.05 ® 9 VICTAJLIC V2140 V2140 1151 4.9 1/16" 1/2" WH 17E RES. RECESSED PENDENT 0.05 8O : TOTAL j1 11 \ / 70, St 0 77 t7•17 / 'N r \ \\\\ \\ 0 V�11 O°P- \ \\ C�? C�� `\\\ / // \\ 2` 7• \\ \\ \\ ��°�I 0 \ \ OQ/ eO70,O"O /�� \ rrr �'�- \g\ \ ten• \ 0o 0, Z'Q`'^°OAF\\ \�Oo °•, O \ \ \ / 0• 2> S / f7 \/ cC/rh TF .SO'oC O \\ \ /'0" 141910 � 8' 1a c'Os �1• 7 : 00 / Y r gyp,, 7 ��` e c •� �, 70'0 \epso„ r < h 77, Ae(76' O�0,yS 73`O' ey0/0 7,o 0 ep80" \\ c/T i / // \\ \\ S\ 0 no 9yQ70; 0°Q, Oi r%'` °'�T / �p�• RNA\ \ ` 6'� �'` e /� /� ��� o ` // \ \ //r\\ " / o / v ti7 O ) �J J� �, ,moo DSO p" \ \ 0'' Q� / / / F���� /' A \ oe 0 b, 0 \�'' `\ / ' °off` \ ` 7;�/ �� '' 0 \ \\ \ 0 \\ \ 6 ,8, `� \ / /'r 00� 0 06, raQa e / �\ e• Vo dzyp7//' 1 II \Y \ i O /! / \\ \\rya \ ' P�G-G I I O<1 CPI X TT ` v- OPEN TO SKY \\ FIREPLACE - p --- G(P--� D En ate \\ \\ \ \3 \ \� \ \\ FIRE PLACE CLG. HT 10' 0" I CLG. HT 0" RN1' Dra a Pocket-POWder O 1 \ \ I p ryI I I I I I I I 1 \\ I I I I C I \ I 0 i i i ii ii 4 ft' E:__ ` I i i i i I li ii ii \ ;Stair Tower - -- -- --- e \ Q O I H-8 -0" 1 11 _____ ____ I OPEN TO ABOVE I B.O.SOFFIT 4'-3" 13 -3 8'-0" I J CLG. HT 10'-0" r ----- ---- H=10'_0" 4'-7" 4'-3" I a � I I 11 11 ----- ----- _-_—_ I I `o I I I I I I I I H=8-01, I I [--- I UP B.O.SOFFI I I I 0 I I 11 11 RN1' — I F I I `° FS-05 IE — --:1 3 Car Tandem Garage CLG. HT 9'-0" - Golf Cart CO I 1 — CLG. HT 9'-0" �[ qi I[=-- 9 ® I 1 I 1 11 i11 11 11 E__� 10 UP10' 8'-8" 14'-11" T.6" I I � I - � I PER NFPA 13D, SECTION 8.3.8, PROTECTION IS NOT — REQUIRED. Electrical CLG. HT V-0" -- -- -- /I I- f-f TT--TT--_T1 I II �II II II II II II II II II II A Li___LJ__ H IJ___LJ__JJ /// 6'-9" I r (0o I II@ I I 3 I eo I l o S S I R RNV 1'-9" 9'-10" 2'-6" --� Al �O6 Z I Owner's Suite 11 Oo ® -_- \\ "� I CLG. HT 11 -0 I " I 173 ft3 L CLG. HT10'-00' L-----------------J CN O „ I " O • II — _� 0 Dp II I I 2'-6" r 0 I U_ I UP10 I I— I 5'- 2,-6" — 5'-3" \ \\�` I I M I I I 0 O— N 1'-10" 8'-2" 00 FS-05 -' —' —'1 oz B.O.SOFF14 CD Laundry- DO I H=8'-0 ii I I b II CLG. HT 10'-0" I �B.O.SO IT ii 0 0 I H=8'-0" 0 LO I I n I I B.O.SOFFI I I I N1' 0 ° I I I C--�� ------, Owner' Her We c Y ------ ;; is We s Bath pe II ° CLG. HT 10'-0" I Dra ' 6-6" 1 5'-6" 11 36 ft' 1 Gz HT 10' CLG. HT 10'-0" DO ii e 0 I n = S@) I, 9' I_ LJ_ LJ_ LJ_ 1 110 ner's Closet `_� ;; Lo II°LG. HT 10'-0" 1 I p Dra a Pocke II II II II I II II � II II II II `� \ j II II II II II II II II II II II LL----LL----U-----U---- ---- H----i-L----LL----U--------�-- \� RESIDENTIAL SPRINKLER O SSTRUCTONI TABLE { FQURE - NFPA 13D TABLE 8.2.5.3,2 : SPRINKLER POSITION TO AVOID OBSTRUCTIONS TO DISCHARGE DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE SPRINKLER TO SIDE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN.) OF OBSTRUCTION (IN.) (A) (B) LOSS THAN T-0" _ _ _ _.. _ _.. _ _.. _ . 0" T-Ow TO LOSS THAN T-6" _ _ _ _ _ _ _ _ 0" V-6" TO LOESS THAN 2'-O" _ _ _ _ _ _ _ _ _ T 2'-0' TO LESS THAN 2'-6" - 1" 2'-6" TO LESS THAN 3'-0" 11 3'-0" TO LOESS THAN 3'-6" 3' 3'-6" TO LESS' THAN 4'-0" 3' 4'-0' TO LOESS THAN 4'-6" 5' 4'-6" TO LESS THAN 5-0' _.. _ __ _ _ _ _ 7' 5'-0' TO LESS THAN 5'-6" _ _ _ _ _ _ _ 7' 5'-6" TO LESS THAN 6-0° 7" 6'-0" TO LESS THAN 6'-6" W 6'-6 TO LOESS THAN T-0° _ _ _ _ _ _ 11" T-0" TO LESS THAN T-6" 14' FIGURE: 8.2.5.3.2 SLOPED CEILING A A CLG. LB C1 0 B Z A B FIGURE 8.2.5.4.3 (a) : SPRINKLER POSITION TO AVOID OBSTRUCTION AGAINST WALLS j CLG. B pBSTR(lCTIpN a r D A A) (D-81 + B D(30' aa,e.,s HVDnAULICAILL Y CALCULATED UL ATED SYSTEM THIS SYSTEM AS SHOWN ON LOT 193 CHIANTE, LLC COMPANY PRINT NO.. DATED 02111122 FOR FIRST FLOOR AT GREAT ROOM CONTRACT N0. 9303 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OF 5120 (106) SOFT (M2) WHEN SUPPLIED WITH WATER AT THE RATE OF 311 GPM (L/MIN) AT 260 PSI (BARS) AT THE BASE OF THE RISER HOSE STREAM ALLOWANCE OF 50 GPM(L/MIN) IS INCLUDED IN THE ABOVE. OCCUPANCY CLASSIFICATION RESIDENTIAL COMMODITY CLASSIFICATION SINGLE FAMILY MAXIMUM STORAGE HEIGHT N/A INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC. REO. SOURCE PRESSURE 467 PSI J DESIGN AND /NSTALLA T/ON BY RESIDENTIAL FIRE SYSTEMS INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL: 1-800-635-1656 FAX: 714-666-2978 C-16# 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER: FEDDERLY AND ASSOCIATES 78-206 VARNER ROAD PALM DESERT, CA 92211 FRO,AECT TEAM - PROJECT DESIGNER: RUBI G. R.F.S. 1st REVIEW: RUBI G. R.F.S. 2nd REVIEW: RUBEN H. PROJECT SUPERVISOR RUBEN H. DATED BACKGROUNDS; ARCH : 06.04.21 CIVIL NONE AVAILABLE INT. DECO.: NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC : 06.04.21 MECH 03.30.0 STRUCT : 03.26.21 PLUMB: 04.09.21 INITIAL SUBMITTAL 02/11/2022 DELTA DATE REVISIONS 0 LICENSE STAMP COr�j�-� RESIDENTIAL FIRE SYSTEMS INC. c-A C-16 # 786965 EXP.11/30/22 SHEET TITLE: FIRST FL OOR FIRE SPFI/NKLER PLAN FIRST FLOOR PLAN JOB # DATE: 14303 02/11/2022 SCALE: SHEET: 3/16"=1'-O" FS-03 FIRE SPRINKLER PLAN (NFPA 13D) NOTES: - ALL COMPARTMENTS WITH 1 RESIDENTIAL HEAD TO BE SPACED @ 20'x2O' MAX. ALL COMPARTMENTS WITH 2 OR MORE RESIDENTIAL HEADS TO BE SPACED @ 16'x16' MAX. - ALL PIPING TO BE 1" CPVC PIPE U.N.O. - ALL DROPS TO HEADS TO BE 3/4" CPVC PIPE 1ST FLR. AREA 5,,214 sqft. 2ND FLR. AREA 1,370 sqft. TOTAL AREA: 6,584 sqft. GARAGE AREA 1, 026 sqft. LEGEND FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES) : O RESIDENTIAL FLAT CONCEALED ( INTERMEDIATE TEMPERATURE) ® RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE) PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) = INDICATES CPVC PIPE SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS) : 1�4 FIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS) O DROP OR RISER BETWEEN FLOORS \ STRAP/RESTRAINT X RING HANGER ® HYDRAULIC NODE POINTS ( SEE PLANS) INSPECTOR TEST oR AUXILIARY DRAIN (sEE PLANS ) ELECTRICAL BELL ( INSTALLED BY OTHERS, SEE PLANS) SYMBOL COPPER CPVC MANUFACTURER MODEL S.LN. TEMP. K-FACTOR ORIFICE N.P.T. FINISH DESCRIPTION DEN5ITY Q Tl VIKING VK494 VK494 200* 49 1/1611 1/2" WH 17E RE6, FLAT CONCEALED 0.05 ® 9 VICTAJLIC V2140 V2140 1151 4.9 1/16" 1/2" WH 17E RES. R€CE55ED PENDENT 0.05 8O : TOTAL \ \cam \ / ROOF BELOW \\ j <> \\ I \ I \\ \\ \\\ -------------------J--------- i \ � I \ 1 \ 1 LL--LL— I r-----------i I 1 \� > \\ Drapery Pocket c, I I I I----_ I i i i i i l 0 0 \\ 0 \\ 1 —J.J L�------ -- r— \ -- -- -- -- -- ---I I I I 1 I ; \�--�--� --�— �— �— �— �— n— n— n— n— I I ' -.air:To er 11 \ I I I I I I 1 81.3ft' I 6 \\ 1 1 1 1 1 1 Bath #3 I r\\ I I I I I I III o O `r, Bath #4 ----- ---- 1 1 CLG. HT 8'- " 19 1 \\ I I I I I I I I -3'� co y. I I _ Son= __ I 1 1 \ \ 75 ft� HT 8'-0" ---- I I 1 B.O.SOFFIT 0 ----- I _ _\ I I _;�_--Closet __ - q I L 1 — — O e ----- ---- - --- --- -- - - - 9'-01, _ ir-----______- � N — 1 ( Ni o '-0" 2 2 ZO a r-- — — — — — — — — — — — — — — — - 00 _ (9- --� —( —I—�—� J Lounge =7' OI I j I r ' H=9' ' 1 1- 9 Q 0 1 I FIT 1 1 ci .O. FFI CLG. HT 9'-0" 1. LL, Q M I 1 _ 1 16.O.SOFFIT -' ; OP N T BEL W I; t��140 ft' 1 O 1 1 O 1 1 I q Bedroom #4 C° I 16 14 DN10' 1 1 I � CLG. HT 9'-0" RN1' RN1' 1 1 1 I 86ft' 1 1 1 Q0 RN1' H=8'-0^ RN1' RN1' RN1' H-7'-0" p B.O.SOFFIT I I 17 B. SOFFIT 18 17 --� F H=7'_0" FS-05 C-- 1 i i I I—B.O.SOFFIT N O i 1 A.A. 15 I I III I 1 5 -0 I 6'-0" 0 8'-3" 2' 9" 1'-6" 12'-6' 1'-6" 3'- " 2'-0" I -0" _ _ 3'-6" 2'-4" 9'-4" 2'-4" 2'-0' I I 0 — in Bedroom #3 1 I Close;; -- —n— To- I � OO —f¢ — 1 CLG. HT9'_0" I I 6'-9" 6'-9" CLG. H 'po' bbb - - —_ - —_ - — — - —_ — — Jb _ ��j�- _ I -- L--- ---- -- O29ft=ii I I I I I I I I H* 9=— �L---- E: D -- _ � 3 -9 1� Q Q B.O.�OFFIT O H-8'-0" 1 1 I I Q H=3'-o" - o — — r LL — — — Ll — — — — — 12'-9" 5'-6" 3'-4' 1 _ , - 1 1 — O _ B.O.SOFFIT v MCLG. HT a'ech # -o' 1 /// II II II II II II II II II `� I I II II II II III II II II I I/// II II II II II II II II `\ I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J I i L---------------------------------------------------------- I I I I L— — — — — — — — — — — J A FS-05 RESIDENTIAL SPRINKLER OoSTRUCTON TABLE / RCURE - NFPA 13D TABLE 8.2.5.3,2 : SPRINKLER POSITION TO AVOID OBSTRUCTIONS TO DISCHARGE DISTANCE FROM MAXIMUM ALLOWABLE DISTANCE SPRINKLER TO SIDE OF DEFLECTOR ABOVE BOTTOM OF OBSTRUCTION (IN.) OF OBSTRUCTION (IN.) (A) (B) LOSS THAN T-0" _ _ _ _.. _ _.. _ _.. _ . 0' 1'-0w TO LOSS THAN T-6" _ _ _ _ _ _ _ _ 0" V-6' TO LOESS THAN 2'-O" T 2'-0' TO LESS THAN 2'-6" ------------ 1" 2'-6' TO LESS THAN 3'-0" 11 3'-0" TO LOESS THAN 3'-6" 3' 3'-6' TO LESS' THAN 4'-0" 3' 4'-0' TO LOESS THAN 4'-6" 5' 4'-6' TO LESS THAN 5'-0' _.. _ __ _ _ _ _ 7' 5'-0' TO LESS THAN 5'-6" _ _ _ _ _ _ _ 7' 5'-6' TO LESS THAN 6'-0° 7" 6'-0" TO LESS THAN 6'-6" W 6'-6' TO LOESS THAN T-0° _ _ _ _ _ _ 11" T-0' TO LESS THAN T-6" 14' FIGURE: 8.2.5.3.2 SLOPED CEILING A A CLG. LB C1 0 B Z A B FIGURE 8.2.5.4.3 (a) : SPRINKLER POSMON TO AVOID OBSTRUCTION AGAINST WALLS CLG. B p&$TR(lCT.IpN; a r D A A) (D-81 + B D(30' - aa,e.,s HYDRAULICALLY CALCULATED UL ATED SYSTEM THIS SYSTEM AS SHOWN ON LOT 193 CHIANTE LLC COMPANY PRINT NO.. DATED 02111122 FOR SECOND FLOOR AT BEDROOM #3 CONTRACT N0. 9303 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT. NZ OF FLOOR AREA OVER A MAXIMUM AREA OF 512.0 (106) SOFT W2) WHEN SUPPLIED WITH WATER AT THE RATE OF 311 GPM (L/MIN) AT 263 PSI (BARS) AT THE BASE OF THE RISER HOSE STREAM ALLOWANCE OF 50 GPM(L/MIN) IS INCLUDED IN THE ABOVE. OCCUPANCY CLASSIFICATION RESIDENTIAL COMMODITY CLASSIFICATION SINGLE FAMILY MAXIMUM STORAGE HEIGHT N/A INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC. REO. SOURCE PRESSURE 46.8 PSI J HYDRAULICALLY CALCULATED SYSTEM THIS SYSTEM AS SHOWN ON LOT 193 CHIANTE, LLC COMPANY PRINT NO. DATED 02/#/22 FOR SECOND FLOOR AT BATH #3 CONTRACT N0. 9303 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT (M2) OF FLOOR AREA OVER A MAXIMUM AREA OF 400.0 (20X20) SOFT 0) WHEN SUPPLIED WITH WATER AT THE RATE OF 250 GPM (L/MIN) AT 337 PSI (BARS) AT THE BASE OF THE RISER HOSE STREAM ALLOWANCE OF 5.0 GPM(L/MIN) IS INCLUDED IN THE ABOVE. OCCUPANCY CLASSIFICATION RESIDENTIAL COMMODITY CLASSIFICATION SINGLE FAMILY MAXIMUM STORAGE HEIGHT N/A INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC. REO SOURCE PRESSURE 49.3 PSI DESIGN AND /NSTALLA T/ON BY RESIDENTIAL FIRE SYSTEMS INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL: 1-800-635-1656 FAX: 714-666-2978 C-16# 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER: FEDDERLY AND ASSOCIATES 78-206 VARNER ROAD PALM DESERT, CA 92211 PROJECT DESIGNER: RUBI G. R.F.S. 1st REVIEW: RUBI G. R.F.S. 2nd REVIEW: RUBEN H. PROJECT SUPERVISOR: RUBEN H. DATED BACKGROUNDS; ARCH : 06.04.21 CIVIL NONE AVAILABLE INT. DECO.: NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC : 06.04.21 MECH 03.30.0 STRUCT : 03.26.21 PLUMB: 04.09.21 INITIAL SUBMITTAL 02/11/2022 DELTA DATE REVISIONS L/CEIUSE STAMP ,,,cilON CO,I��-� RESIDENTIAL FIRE � A SYSTEMS INC. � C-16 # 786965 EXP.11/30/22 SHEET TITLE: SECOND FL OOR F/F7E SECOND FLOOR PLAN SCALE 3/16" = 1'-0" SPF7/NKLER PLAN JOB # DATE: 14303 02/11/2022 SCALE: SHEET: 3/16"=1'—O" FS-04 MAX RC F T.O.PL. GUEST T.O.PL. OTCHEP F.FL. U-1 PE _ MAX ROOF H -0--.— T.O.PL. 8'-0" T.O.WDWS. 7' F.FL. 0'-0" T.O.K. 9'-a' GARAGE F.FL. 0'-0" PE — MAX RO( T.O.K. 1, GREAT Rc T.O.PL. 1( ENTRY F.FL. 0'-0' PE MAX ROOF HT 24'-0" T.O.PL. 8'-0" *T,O.WDWS. 7'-0" F.FL. 0'-0" T,O.PL.9'-U. _ GARAGE F,FL.0'-0" PE SECTION K - SCALE 3/16"=1'-O" 1 SECTION H SCALE- 3/16"=1'-O" SECTION F SCALE 3/16"=1'-O" I -L 0" 0° O C N 0" 'E HT 260" HT 24'-0" .. I'PL. 8'-0" )WS 7-0'� z O :.FL.0'-0'-*- w o � v a N = Z ).PL.9'-0" 2 DARAGE� O LL DOF HEIGHT 24'-0" - T.O.K. 8'-0" GREAT ROOM SECOND F,FL, 0' 0" T,O,PL,10'-0" MASTER CLOSET F.FL. 0'-0" — - PE. -IT 24=0" PL. 8'-0" WS 7-0" FL. O=0" 0 04 N FL. 0'-0" PE DESIGN AND INS TALLA T/ON BY RESIDENTIAL FIRE SY!r 0-0- R A ON " 5 Oft 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 TEL: 1-800-635-1656 FAX: 714-666-2978 C-16# 786965 THE RECIPIENT OF THESE PLANS HEREBY ACKNOWLEDGES THAT ALL PLANS, DETAILS, SPECIFICATIONS OR METHODS OF INSTALLATION CONTAINED IN THIS SET OF PLANS IS THE SOLE PROPERTY OF RESIDENTIAL FIRE SYSTEMS Inc. AND THAT ANY USE OF THIS SET OF PLANS IS PROHIBITED AND IS A VIOLATION OF COPYRIGHTS LAWS WITHOUT FIRST RECEIVING PERMISSION FROM RESIDENTIAL FIRE SYSTEMS Inc.. DEVELOPER: FEDDERLY AND ASSOCIATES 78-206 VARNER ROAD PALM DESERT, CA 92211 FR0✓ECT TEAM - PROJECT DESIGNER: RUBI G. R.F.S. 1st REVIEW: RUBI G. R.F.S. 2nd REVIEW: RUBEN H. PROJECT SUPERVISOR: RUBEN H. DATED BACKGROUNDS; ARCH 06.04.21 CIVIL NONE AVAILABLE INT. DECO. NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC 06.04.21 MECH 03.30.21 STRUCT 03.26.21 PLUMB: 04.09.21 INITIAL SUBMITTAL 02/11/2022 DELTA DATE REVISIONS A A A A LICENSE STAMP ,,,cIioN ooN��-� RESIDENTIAL FIRE A SYSTEMS INC. c-A C-16 # 786965 EXP.11/30/22 $ O fi ��\� SHEET TITLE: SECTIONS JOB # DATE: 14303 02/11/2022 SCALE: SHEET: 3/16"=1'-0" FS-05 SECTION A SCALE 3/16"=1'-O" e%— —1!--- A RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 193 CHIANTE, LLC FIRST FLOOR 2HD CALC AT GREAT ROOM FILE NUMBER: 14303 DATE: FEB 11, 2022 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm TOTAL WATER REQUIRED (including hose): 31.1 gpm FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 26.0 psi REQUIRED PRESSURE (@ SRC): 46.7 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.9 36.5 45.0 49.0 31.1 46.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.0 K= 4.90 7.2 13.1 2 14.0 - - - - 7.4 - - - 3 14.0 - - - - 7.4 - - - 4 13.0 K= 4.90 7.0 13.0 5 10.0 - - - - 10.0 - - - 6 10.0 - - - - 14.0 - - - 7 10.0 - - - - 14.1 - - - 8 9.0 - - - - 16.6 - - - 9 9.0 - - - - 16.5 - - - 10 9.0 - - - - 16.4 - - - 11 11.0 - - - - 12.5 - - - 12 10.0 - - - - 11.7 - - - 13 20.0 - - - - 9.9 - - - 14 21.0 - - - - 9.6 - - - 15 21.0 - - - - 9.6 - - - 16 21.0 - - - - 9.7 - - - 17 21.0 - - - - 9.7 - - - 18 20.0 - - - - 10.3 - - - 19 20.0 - - - - 10.3 - - - 20 20.0 - - - - 11.5 - - - TR 9.0 - - - - 18.1 - - - FS 5.0 - - - - 20.3 - - - FS1 5.0 - - - - 23.3 - - - BR 2.0 - - - - 26.0 - - - U1 2.0 HOSE STREAM 26.9 5.0 U2 -3.0 - - - - 32.5 - - - U3 -3.0 - - - - 41.8 - - - U4 -3.0 - - - - 44.8 - - - SRC -4.0 SOURCE 46.7 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.1 1.101 PL 10.50 PF 0.7 1 13.0 4.9 7.2 13.1 4.4 150 FTG F2E PE -0.4 2 14.0 0.0 7.4 0.0 0.031 TL 21.50 PV Pipe: 2 -2.9 1.101 PL 10.00 PF 0.0 2 14.0 0.0 7.4 0.0 1.0 150 FTG FTR PE 0.0 3 14.0 0.0 7.4 0.0 0.002 TL 17.00 PV Pipe: 3 13.0 1.101 PL 10.50 PF 0.8 3 14.0 0.0 7.4 0.0 4.4 150 FTG F2ET PE 0.4 4 13.0 4.9 7.0 13.0 0.031 TL 26.50 PV Pipe: 4 -15.9 1.101 PL 12.00 PF 0.9 3 14.0 0.0 7.4 0.0 5.4 150 FTG FE2R PE 1.7 5 10.0 0.0 10.0 0.0 0.044 TL 20.00 PV Pipe: 5 -15.9 1.101 PL 53.33 PF 4.0 5 10.0 0.0 10.0 0.0 5.4 150 FTG 7F4ET5R PE 0.0 6 10.0 0.0 14.0 0.0 0.044 TL 90.33 PV Pipe: 6 -6.3 1.101 PL 1.50 PF 0.1 6 10.0 0.0 14.0 0.0 2.1 150 FTG T PE 0.0 7 10.0 0.0 14.1 0.0 0.008 TL 6.50 PV Pipe: 7 -9.5 1.101 PL 92.33 PF 2.2 6 10.0 0.0 14.0 0.0 3.2 150 FTG 9F3E9R PE 0.4 8 9.0 0.0 16.6 0.0 0.017 TL 125.33 PV Pipe: 8 -26.1 1.101 PL 7.33 PF 1.5 8 9.0 0.0 16.6 0.0 8.8 150 FTG FT PE 0.0 TR 9.0 0.0 18.1 0.0 0.111 TL 13.33 PV Pipe: 9 16.6 1.101 PL 2.83 PF 0.2 8 9.0 0.0 16.6 0.0 5.6 150 FTG R PE 0.0 9 9.0 0.0 16.5 0.0 0.048 TL 3.83 PV Pipe: 10 6.3 1.101 PL 2.33 PF 0.1 9 9.0 0.0 16.5 0.0 2.1 150 FTG T PE 0.0 10 9.0 0.0 16.4 0.0 0.008 TL 7.33 PV Pipe: 11 10.2 1.101 PL 93.50 PF 3.1 9 9.0 0.0 16.5 0.0 3.4 150 FTG 9F9E9R PE -0.9 11 11.0 0.0 12.5 0.0 0.020 TL 156.50 PV Pipe: 12 10.2 1.101 PL 35.00 PF 1.2 11 11.0 0.0 12.5 0.0 3.4 150 FTG 4F3E8R PE 0.4 12 10.0 0.0 11.7 0.0 0.020 TL 62.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 10.2 1.101 PL 73.33 PF 2.6 12 10.0 0.0 11.7 0.0 3.4 150 FTG 9F9E6R PE -1.7 2 14.0 0.0 7.4 0.0 0.020 TL 133.33 PV Pipe: 14 -6.3 1.101 PL 10.00 PF 0.1 7 10.0 0.0 14.1 0.0 2.1 150 FTG E PE -4.3 13 20.0 0.0 9.9 0.0 0.008 TL 15.00 PV Pipe: 15 -6.3 1.101 PL 6.08 PF 0.2 13 20.0 0.0 9.9 0.0 2.1 150 FTG 3E PE -0.4 14 21.0 0.0 9.6 0.0 0.008 TL 21.08 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 14 21.0 0.0 9.6 0.0 0.0 150 FTG FET PE 0.0 15 21.0 0.0 9.6 0.0 0.000 TL 12.00 PV Pipe: 17 -6.3 1.101 PL 9.33 PF 0.1 14 21.0 0.0 9.6 0.0 2.1 150 FTG FR PE 0.0 16 21.0 0.0 9.7 0.0 0.008 TL 11.33 PV Pipe: 18 0.0 1.101 PL 1.00 PF 0.0 16 21.0 0.0 9.7 0.0 0.0 150 FTG FET PE 0.0 17 21.0 0.0 9.7 0.0 0.000 TL 12.00 PV Pipe: 19 -6.3 1.101 PL 10.08 PF 0.2 16 21.0 0.0 9.7 0.0 2.1 150 FTG F2E2R PE 0.4 18 20.0 0.0 10.3 0.0 0.008 TL 23.08 PV Pipe: 20 0.0 1.101 PL 7.50 PF 0.0 18 20.0 0.0 10.3 0.0 0.0 150 FTG FET PE 0.0 19 20.0 0.0 10.3 0.0 0.000 TL 18.50 PV Pipe: 21 -6.3 1.101 PL 80.50 PF 1.1 18 20.0 0.0 10.3 0.0 2.1 150 FTG 9F7ET9R PE 0.0 20 20.0 0.0 11.5 0.0 0.008 TL 138.50 PV Pipe: 22 -6.3 1.101 PL 11.00 PF 0.2 20 20.0 0.0 11.5 0.0 2.1 150 FTG 2E PE 4.8 10 9.0 0.0 16.4 0.0 0.008 TL 21.00 PV Pipe: 100 -26.1 1.394 PL 5.00 PF 0.4 TR 9.0 0.0 18.1 0.0 5.5 150 FTG ER PE 1.7 FS 5.0 0.0 20.3 0.0 0.035 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 23.3 0.0 3.0 psi, 26.1 gpm FS 5.0 0.0 20.3 0.0 Pipe: 102 -26.1 1.101 PL 4.00 PF 1.4 FS1 5.0 0.0 23.3 0.0 8.8 150 FTG RC PE 1.3 BR 2.0 0.0 26.0 0.0 0.111 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -26.1 1.055 PL 3.00 PF 0.8 BR 2.0 0.0 26.0 0.0 9.6 150 FTG E PE 0.0 U1 2.0 H.S. 26.9 5.0 0.137 TL 6.00 PV Pipe: 104 -31.1 1.025 PL 6.00 PF 3.5 U1 2.0 H.S. 26.9 5.0 12.1 150 FTG ET PE 2.2 U2 -3.0 0.0 32.5 0.0 0.218 TL 16.00 PV Pipe: 105 -31.1 1.101 PL 45.00 PF 9.2 U2 -3.0 0.0 32.5 0.0 10.5 150 FTG 3E PE 0.0 U3 -3.0 0.0 41.8 0.0 0.154 TL 60.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 44.8 0.0 3.0 psi, 31.1 gpm U3 -3.0 0.0 41.8 0.0 Pipe: 107 -31.1 1.481 PL 33.00 PF 1.5 U4 -3.0 0.0 44.8 0.0 5.8 150 FTG T PE 0.4 SRC -4.0 SRCE 46.7 (N/A) 0.036 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.162 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 104. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 48.47 psi with a flow of 31.89 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 it 1 70.0 G p 60.0 U G E 50.0 P R E S 40.0 S U R 30.0 E p 20.0 s i B 10.0 -14.7 WATER SUPPLY ANALYSIS Static: 61.90 psi Resid: 36.50 psi Flow: 45.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test. -Results (2) On Site pressures are based on hose stream deduction *,� ;the source 0 C-A d o > m �A y .. H H N r � � H N O N N r b H KJ z z t,J r H tJ 7� 7� t7 to m Fc b m 7J H H tJ x r x t J i-C n E� r r H n n H z H r H C H U] 'fJ H r N x d H H 7 r � b d ny SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/11/2022 LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD - 1ST FLR.SDF JOB TITLE: WATER SUPPLY CURVE 72+ I I I 66+ I I * 60\ 54\ 0 P 48\ R X E \ S \ S 42\ U \ R \ E \ 36* <-36.5 psi @ 45 gpm ( Flow Test Point P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 46.68 psi @ 31.1 gpm " 6+ " 0 = Available Water Supply " I" 49.04 psi @ 31.1 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 193 CHIANTE, LLC SECOND FLOOR 2HD CALC AT BEDROOM 3 FILE NUMBER: 14303 DATE: FEB 11, 2022 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 512.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.0 gpm TOTAL WATER REQUIRED (including hose): 31.1 gpm FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 26.3 psi REQUIRED PRESSURE (@ SRC): 46.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.9 36.5 45.0 49.1 31.1 46.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.0 - - - - 13.3 - - - 2 14.0 - - - - 12.8 - - - 3 14.0 - - - - 12.7 - - - 4 13.0 - - - - 13.2 - - - 5 10.0 - - - - 14.4 - - - 6 10.0 - - - - 13.9 - - - 7 10.0 - - - - 13.7 - - - 8 9.0 - - - - 16.9 - - - 9 9.0 - - - - 16.7 - - - 10 9.0 - - - - 16.6 - - - 11 11.0 - - - - 15.1 - - - 12 10.0 - - - - 15.2 - - - 13 20.0 - - - - 8.7 - - - 14 21.0 - - - - 7.4 - - - 15 21.0 K= 4.90 7.1 13.0 16 21.0 - - - - 7.4 - - - 17 21.0 K= 4.90 7.0 13.0 18 20.0 - - - - 8.3 - - - 19 20.0 - - - - 8.3 - - - 20 20.0 - - - - 11.4 - - - TR 9.0 - - - - 18.4 - - - FS 5.0 - - - - 20.5 - - - FS1 5.0 - - - - 23.5 - - - BR 2.0 - - - - 26.3 - - - U1 2.0 HOSE STREAM 27.1 5.0 U2 -3.0 - - - - 32.7 - - - U3 -3.0 - - - - 41.9 - - - U4 -3.0 - - - - 44.9 - - - SRC -4.0 SOURCE 46.8 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 10.50 PF 0.0 1 13.0 0.0 13.3 0.0 0.0 150 FTG F2E PE -0.4 2 14.0 0.0 12.8 0.0 0.000 TL 21.50 PV Pipe: 2 4.8 1.101 PL 10.00 PF 0.1 2 14.0 0.0 12.8 0.0 1.6 150 FTG FTR PE 0.0 3 14.0 0.0 12.7 0.0 0.005 TL 17.00 PV Pipe: 3 0.0 1.101 PL 10.50 PF 0.0 3 14.0 0.0 12.7 0.0 0.0 150 FTG F2ET PE 0.4 4 13.0 0.0 13.2 0.0 0.000 TL 26.50 PV Pipe: 4 4.8 1.101 PL 12.00 PF 0.1 3 14.0 0.0 12.7 0.0 1.6 150 FTG FE2R PE 1.7 5 10.0 0.0 14.4 0.0 0.005 TL 20.00 PV Pipe: 5 4.8 1.101 PL 53.33 PF 0.4 5 10.0 0.0 14.4 0.0 1.6 150 FTG 7F4ET5R PE 0.0 6 10.0 0.0 13.9 0.0 0.005 TL 90.33 PV Pipe: 6 15.2 1.101 PL 1.50 PF 0.3 6 10.0 0.0 13.9 0.0 5.1 150 FTG T PE 0.0 7 10.0 0.0 13.7 0.0 0.041 TL 6.50 PV Pipe: 7 -10.4 1.101 PL 92.33 PF 2.5 6 10.0 0.0 13.9 0.0 3.5 150 FTG 9F3E9R PE 0.4 8 9.0 0.0 16.9 0.0 0.020 TL 125.33 PV Pipe: 8 -26.0 1.101 PL 7.33 PF 1.5 8 9.0 0.0 16.9 0.0 8.8 150 FTG FT PE 0.0 TR 9.0 0.0 18.4 0.0 0.111 TL 13.33 PV Pipe: 9 15.6 1.101 PL 2.83 PF 0.2 8 9.0 0.0 16.9 0.0 5.3 150 FTG R PE 0.0 9 9.0 0.0 16.7 0.0 0.043 TL 3.83 PV Pipe: 10 10.8 1.101 PL 2.33 PF 0.2 9 9.0 0.0 16.7 0.0 3.6 150 FTG T PE 0.0 10 9.0 0.0 16.6 0.0 0.022 TL 7.33 PV Pipe: 11 4.8 1.101 PL 93.50 PF 0.8 9 9.0 0.0 16.7 0.0 1.6 150 FTG 9F9E9R PE -0.9 11 11.0 0.0 15.1 0.0 0.005 TL 156.50 PV Pipe: 12 4.8 1.101 PL 35.00 PF 0.3 11 11.0 0.0 15.1 0.0 1.6 150 FTG 4F3E8R PE 0.4 12 10.0 0.0 15.2 0.0 0.005 TL 62.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 4.8 1.101 PL 73.33 PF 0.7 12 10.0 0.0 15.2 0.0 1.6 150 FTG 9F9E6R PE -1.7 2 14.0 0.0 12.8 0.0 0.005 TL 133.33 PV Pipe: 14 15.2 1.101 PL 10.00 PF 0.6 7 10.0 0.0 13.7 0.0 5.1 150 FTG E PE -4.3 13 20.0 0.0 8.7 0.0 0.041 TL 15.00 PV Pipe: 15 15.2 1.101 PL 6.08 PF 0.9 13 20.0 0.0 8.7 0.0 5.1 150 FTG 3E PE -0.4 14 21.0 0.0 7.4 0.0 0.041 TL 21.08 PV Pipe: 16 13.0 1.101 PL 1.00 PF 0.4 14 21.0 0.0 7.4 0.0 4.4 150 FTG FET PE 0.0 15 21.0 4.9 7.1 13.0 0.031 TL 12.00 PV Pipe: 17 2.2 1.101 PL 9.33 PF 0.0 14 21.0 0.0 7.4 0.0 0.7 150 FTG FR PE 0.0 16 21.0 0.0 7.4 0.0 0.001 TL 11.33 PV Pipe: 18 13.0 1.101 PL 1.00 PF 0.4 16 21.0 0.0 7.4 0.0 4.4 150 FTG FET PE 0.0 17 21.0 4.9 7.0 13.0 0.031 TL 12.00 PV Pipe: 19 -10.8 1.101 PL 10.08 PF 0.5 16 21.0 0.0 7.4 0.0 3.6 150 FTG F2E2R PE 0.4 18 20.0 0.0 8.3 0.0 0.022 TL 23.08 PV Pipe: 20 0.0 1.101 PL 7.50 PF 0.0 18 20.0 0.0 8.3 0.0 0.0 150 FTG FET PE 0.0 19 20.0 0.0 8.3 0.0 0.000 TL 18.50 PV Pipe: 21 -10.8 1.101 PL 80.50 PF 3.0 18 20.0 0.0 8.3 0.0 3.6 150 FTG 9F7ET9R PE 0.0 20 20.0 0.0 11.4 0.0 0.022 TL 138.50 PV Pipe: 22 -10.8 1.101 PL 11.00 PF 0.5 20 20.0 0.0 11.4 0.0 3.6 150 FTG 2E PE 4.8 10 9.0 0.0 16.6 0.0 0.022 TL 21.00 PV Pipe: 100 -26.0 1.394 PL 5.00 PF 0.4 TR 9.0 0.0 18.4 0.0 5.5 150 FTG ER PE 1.7 FS 5.0 0.0 20.5 0.0 0.035 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 23.5 0.0 3.0 psi, 26.0 gpm FS 5.0 0.0 20.5 0.0 Pipe: 102 -26.0 1.101 PL 4.00 PF 1.4 FS1 5.0 0.0 23.5 0.0 8.8 150 FTG RC PE 1.3 BR 2.0 0.0 26.3 0.0 0.111 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -26.0 1.055 PL 3.00 PF 0.8 BR 2.0 0.0 26.3 0.0 9.5 150 FTG E PE 0.0 U1 2.0 H.S. 27.1 5.0 0.136 TL 6.00 PV Pipe: 104 -31.0 1.025 PL 6.00 PF 3.5 U1 2.0 H.S. 27.1 5.0 12.1 150 FTG ET PE 2.2 U2 -3.0 0.0 32.7 0.0 0.217 TL 16.00 PV Pipe: 105 -31.0 1.101 PL 45.00 PF 9.2 U2 -3.0 0.0 32.7 0.0 10.5 150 FTG 3E PE 0.0 U3 -3.0 0.0 41.9 0.0 0.153 TL 60.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 44.9 0.0 3.0 psi, 31.0 gpm U3 -3.0 0.0 41.9 0.0 Pipe: 107 -31.1 1.481 PL 33.00 PF 1.5 U4 -3.0 0.0 44.9 0.0 5.8 150 FTG T PE 0.4 SRC -4.0 SRCE 46.8 (N/A) 0.036 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.191 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.1 ft/sec at pipe 104. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 48.51 psi with a flow of 31.84 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 M it 1 70.0 G p 60.0 U G E 50.0 P R E S 40.0 S U R 30.0 E p 20.0 s i 10.0 -14.7 WATER SUPPLY ANALYSIS Static: 61.90 psi Resid: 36.50 psi Flow: 45.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test. -Results (2) On Site pressures are based on hose stream deduction *,� ;the source 0 C-A d o > m �A y .. H H N r � � H N O N N H z H tJ to r b r (� H z x r r 7� b Co H FC z Co H H � ty H x 7J Fc � d Co b z r H H z n x � r / F< n cn 'fJ H r Co n Co H z H H H r N x d b d F] SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\2HD.SDF JOB TITLE: WATER SUPPLY CURVE 60\ 54\ 0 P 48\ R X E \ S \ S 42\ U \ R \ E \ 36* <-36.5 psi @ 45 gpm ( Flow Test Point P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 46.82 psi @ 31.1 gpm " 6+ " 0 = Available Water Supply " I" 49.11 psi @ 31.1 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR LOT 193 CHINATE, LLC SECOND FLOOR 1HD CALC AT BATH 3 FILE NUMBER: 14303 DATE: FEB 11, 2022 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D, 2016 EDITION DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 400.0 sq. ft. COVERAGE PER SPRINKLER: 400.0 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 20.0 gpm TOTAL WATER REQUIRED (including hose): 25.0 gpm FLOW AND PRESSURE (@ BOR): 20.0 gpm @ 33.7 psi REQUIRED PRESSURE (@ SRC): 49.3 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 61.9 36.5 45.0 53.4 25.0 49.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 13.0 - - - - 22.9 - - - 2 14.0 - - - - 22.5 - - - 3 14.0 - - - - 22.4 - - - 4 13.0 - - - - 22.8 - - - 5 10.0 - - - - 24.1 - - - 6 10.0 - - - - 23.9 - - - 7 10.0 - - - - 23.7 - - - 8 9.0 - - - - 25.6 - - - 9 9.0 - - - - 25.5 - - - 10 9.0 - - - - 25.4 - - - 11 11.0 - - - - 24.2 - - - 12 10.0 - - - - 24.5 - - - 13 20.0 - - - - 19.1 - - - 14 21.0 - - - - 18.2 - - - 15 21.0 - - - - 18.2 - - - 16 21.0 - - - - 18.0 - - - 17 21.0 - - - - 18.0 - - - 18 20.0 - - - - 17.9 - - - 19 20.0 K= 4.90 16.7 20.0 20 20.0 - - - - 20.3 - - - TR 9.0 - - - - 26.5 - - - FS 5.0 - - - - 28.5 - - - FS1 5.0 - - - - 31.5 - - - BR 2.0 - - - - 33.7 - - - U1 2.0 HOSE STREAM 34.2 5.0 U2 -3.0 - - - - 38.7 - - - U3 -3.0 - - - - 44.9 - - - U4 -3.0 - - - - 47.9 - - - SRC -4.0 SOURCE 49.3 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 10.50 PF 0.0 1 13.0 0.0 22.9 0.0 0.0 150 FTG F2E PE -0.4 2 14.0 0.0 22.5 0.0 0.000 TL 21.50 PV Pipe: 2 3.3 1.101 PL 10.00 PF 0.0 2 14.0 0.0 22.5 0.0 1.1 150 FTG FTR PE 0.0 3 14.0 0.0 22.4 0.0 0.002 TL 17.00 PV Pipe: 3 0.0 1.101 PL 10.50 PF 0.0 3 14.0 0.0 22.4 0.0 0.0 150 FTG F2ET PE 0.4 4 13.0 0.0 22.8 0.0 0.000 TL 26.50 PV Pipe: 4 3.3 1.101 PL 12.00 PF 0.0 3 14.0 0.0 22.4 0.0 1.1 150 FTG FE2R PE 1.7 5 10.0 0.0 24.1 0.0 0.002 TL 20.00 PV Pipe: 5 3.3 1.101 PL 53.33 PF 0.2 5 10.0 0.0 24.1 0.0 1.1 150 FTG 7F4ET5R PE 0.0 6 10.0 0.0 23.9 0.0 0.002 TL 90.33 PV Pipe: 6 10.6 1.101 PL 1.50 PF 0.1 6 10.0 0.0 23.9 0.0 3.6 150 FTG T PE 0.0 7 10.0 0.0 23.7 0.0 0.021 TL 6.50 PV Pipe: 7 -7.3 1.101 PL 92.33 PF 1.3 6 10.0 0.0 23.9 0.0 2.4 150 FTG 9F3E9R PE 0.4 8 9.0 0.0 25.6 0.0 0.010 TL 125.33 PV Pipe: 8 -20.0 1.101 PL 7.33 PF 0.9 8 9.0 0.0 25.6 0.0 6.7 150 FTG FT PE 0.0 TR 9.0 0.0 26.5 0.0 0.068 TL 13.33 PV Pipe: 9 12.7 1.101 PL 2.83 PF 0.1 8 9.0 0.0 25.6 0.0 4.3 150 FTG R PE 0.0 9 9.0 0.0 25.5 0.0 0.030 TL 3.83 PV Pipe: 10 9.4 1.101 PL 2.33 PF 0.1 9 9.0 0.0 25.5 0.0 3.2 150 FTG T PE 0.0 10 9.0 0.0 25.4 0.0 0.017 TL 7.33 PV Pipe: 11 3.3 1.101 PL 93.50 PF 0.4 9 9.0 0.0 25.5 0.0 1.1 150 FTG 9F9E9R PE -0.9 11 11.0 0.0 24.2 0.0 0.002 TL 156.50 PV Pipe: 12 3.3 1.101 PL 35.00 PF 0.2 11 11.0 0.0 24.2 0.0 1.1 150 FTG 4F3E8R PE 0.4 12 10.0 0.0 24.5 0.0 0.002 TL 62.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 3.3 1.101 PL 73.33 PF 0.3 12 10.0 0.0 24.5 0.0 1.1 150 FTG 9F9E6R PE -1.7 2 14.0 0.0 22.5 0.0 0.002 TL 133.33 PV Pipe: 14 10.6 1.101 PL 10.00 PF 0.3 7 10.0 0.0 23.7 0.0 3.6 150 FTG E PE -4.3 13 20.0 0.0 19.1 0.0 0.021 TL 15.00 PV Pipe: 15 10.6 1.101 PL 6.08 PF 0.4 13 20.0 0.0 19.1 0.0 3.6 150 FTG 3E PE -0.4 14 21.0 0.0 18.2 0.0 0.021 TL 21.08 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 14 21.0 0.0 18.2 0.0 0.0 150 FTG FET PE 0.0 15 21.0 0.0 18.2 0.0 0.000 TL 12.00 PV Pipe: 17 10.6 1.101 PL 9.33 PF 0.2 14 21.0 0.0 18.2 0.0 3.6 150 FTG FR PE 0.0 16 21.0 0.0 18.0 0.0 0.021 TL 11.33 PV Pipe: 18 0.0 1.101 PL 1.00 PF 0.0 16 21.0 0.0 18.0 0.0 0.0 150 FTG FET PE 0.0 17 21.0 0.0 18.0 0.0 0.000 TL 12.00 PV Pipe: 19 10.6 1.101 PL 10.08 PF 0.5 16 21.0 0.0 18.0 0.0 3.6 150 FTG F2E2R PE 0.4 18 20.0 0.0 17.9 0.0 0.021 TL 23.08 PV Pipe: 20 20.0 1.101 PL 7.50 PF 1.3 18 20.0 0.0 17.9 0.0 6.7 150 FTG FET PE 0.0 19 20.0 4.9 16.7 20.0 0.068 TL 18.50 PV Pipe: 21 -9.4 1.101 PL 80.50 PF 2.3 18 20.0 0.0 17.9 0.0 3.2 150 FTG 9F7ET9R PE 0.0 20 20.0 0.0 20.3 0.0 0.017 TL 138.50 PV Pipe: 22 -9.4 1.101 PL 11.00 PF 0.4 20 20.0 0.0 20.3 0.0 3.2 150 FTG 2E PE 4.8 10 9.0 0.0 25.4 0.0 0.017 TL 21.00 PV Pipe: 100 -20.0 1.394 PL 5.00 PF 0.3 TR 9.0 0.0 26.5 0.0 4.2 150 FTG ER PE 1.7 FS 5.0 0.0 28.5 0.0 0.022 TL 12.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 31.5 0.0 3.0 psi, 20.0 gpm FS 5.0 0.0 28.5 0.0 Pipe: 102 -20.0 1.101 PL 4.00 PF 0.9 FS1 5.0 0.0 31.5 0.0 6.7 150 FTG RC PE 1.3 BR 2.0 0.0 33.7 0.0 0.068 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -20.0 1.055 PL 3.00 PF 0.5 BR 2.0 0.0 33.7 0.0 7.3 150 FTG E PE 0.0 U1 2.0 H.S. 34.2 5.0 0.084 TL 6.00 PV Pipe: 104 -25.0 1.025 PL 6.00 PF 2.3 U1 2.0 H.S. 34.2 5.0 9.7 150 FTG ET PE 2.2 U2 -3.0 0.0 38.7 0.0 0.146 TL 16.00 PV Pipe: 105 -25.0 1.101 PL 45.00 PF 6.2 U2 -3.0 0.0 38.7 0.0 8.4 150 FTG 3E PE 0.0 U3 -3.0 0.0 44.9 0.0 0.103 TL 60.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 47.9 0.0 3.0 psi, 25.0 gpm U3 -3.0 0.0 44.9 0.0 Pipe: 107 -25.0 1.481 PL 33.00 PF 1.0 U4 -3.0 0.0 47.9 0.0 4.7 150 FTG T PE 0.4 SRC -4.0 SRCE 49.3 (N/A) 0.024 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64623334 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.083 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.7 ft/sec at pipe 104. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 52.63 psi with a flow of 26.09 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD.PIP PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G 45 E1 Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N X Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee AngVly 1.481 4.00 8.00 2.00 3.00 0.50 9.00 0.00 8.00 18.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 PAGE: M MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVly GatVly NPTee 1.055 3.00 7.00 1.00 2.00 0.00 8.00 0.00 7.00 B it 1 70.0 G p 60.0 U G E 50.0 P R E S 40.0 S U R 30.0 E p 20.0 s i 10.0 -14.7 WATER SUPPLY ANALYSIS Static: 61.90 psi Resid: 36.50 psi Flow: 45.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test. -Results (2) On Site pressures are based on hose stream deduction *,� ;the source 0 C-A d o > m �A y .. H H N r � � H N O N N H z H tJ to r b r (� H z x r r 7� b Co H FC z Co H H � ty H x 7J Fc � d Co b z r H H z n x � r / F< n cn 'fJ H r Co n Co H z H H H r H x d b d F] SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/11/2022IANTE LLC, LA QUINTA\FIRE SPRINKLERS\CALCS\INITIAL\1HD.SDF JOB TITLE: WATER SUPPLY CURVE 60\ 540 X P 48\ R \ E \ S \ S 42\ U \ R \ E \ 36* <-36.5 psi @ 45 gpm ( Flow Test Point P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 49.28 psi @ 25.0 gpm " 6+ " 0 = Available Water Supply " I" 53.35 psi @ 25.0 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Page 1 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com DESCRIPTION Viking Freedom@ Residential Concealed Pendent Sprinkler VK494 is a small thermosensitive, glass -bulb residential sprinkler designed for installation on concealed pipe systems where the appearance of a smooth ceiling is desired. The orifice design allows the sprinkler's efficient use of available water supplies for the hydraulically designed fire -protection system. The glass bulb operating element and special deflector characteristics meet the challenges of residential sprinkler standards. Features: • K4.9 (70.6 metric) • Fast response glass bulb operating element. • Integral threaded adapter cup accepts push -on or thread -on cover plates. • Low -profile, small diameter, removeable cover plates offer almost flush appearance upon installation and allow ease of maintenance. • Protective cap prevents damage during installation and finishing and keeps errant overspray from coating internal parts. • Various finishes available to meet design requirements. • Optional Electroless Nickel PTFE (ENT) coating provides corrosion resistance (see Approval Chart). 2. LISTINGS AND APPROVALS c 4L us cULusEU Listed: Category VKKW EO Refer to the Approval Charts and Design Criteria for C-UL-US-EU Listing requirements that must be followed. WARNING: Cancer and Reproductive Harm- w .P65Warnings.ca.gov 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to the Approval Chart. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" (15 mm) NPT Nominal K-factor: 4.9 U.S. (70.6 metric*) Glass -bulb fluid temperature rating: to -65 °F (-55 °C) * Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 Deflector Pins: Stainless Steel UNS-S30200 Button: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 Compression Screw: 18-8 Stainless Steel Yoke: Phosphor Bronze UNS-051000 Belleville Spring Sealing Assembly: Beryllium Nickel Alloy, coated on both sides with PTFE Tape Cover Adapter: Cold Rolled Steel JIS G3141 and Carbon Steel UNS-G10100 (per JIS G3141) Shipping Cap: High Density Polyethylene Vibration damper ring: Buna-N Rubber SAE AS-568-017 Cover Plate Materials: Cover Plate Assembly: Copper UNS-C11000 and Brass UNS-C26800 or Stainless Steel UNS-S30400 Spring: Beryllium Nickel Solder: Eutectic 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler approaches the cover plate's nominal temperature rating, the cover plate detaches and releases the deflector. Continued heating of the exposed sprinkler causes the heat -sensitive liquid in the glass bulb to expand. When the temperature reaches the sprinkler's nominal temperature rating, the glass bulb shatters releasing the yoke, pip cap assembly and sealing spring. Water begins flowing through the sprinkler orifice and strikes the deflector form- ing a uniform spray pattern over a specific area of coverage, which is determined by the water supply pressure at the sprinkler, in order to extinguish or control the fire. Form No. F_012116 21.06.05 Rev 21.1 Replaces Form No. F_012116 Rev 20.2 (Revised images; replaced part numbers.) Page 2 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinkler Model VK494 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLEORDERING INFORMATION Ordering Instructions: (1) Select a sprinkler base part number (2) Add the suffix for the desired finish (3) Add the suffix for the desired sprinkler temperature rating (4) Order a cover plate (Must be ordered separately; refer to Table 2) Example: 23707AE = 200 °F (93 °C) Temperature rated sprinkler with a standard brass finish. Sprinkler Size 1: Finishes 2: Temperature Ratings' Base Part NPT Max. Ambient Ceiling Number Inch Description Suffix Nominal Rating Bulb Color Temperature Suffix 23707 112 Brass A 155 °F (68 °C) Red 100 °F (38 °C) B ENT5,6 JN 200 °F (93 °C) Green 150 °F (65 °C) E Corrosion resistant sprinkler finish: ENT Accessories Sprinkler Wrenches and tools (See Figure 1): A. Installation wrench: 243393 B. Protective cap removal tool: 243404 C. Concealed Cover Plate Installer Tool Part Number: 144121, (available since 2007) D. Large Concealed Cover Plate Installer Tool Part No. 148671 (available since 2007) Sprinkler Cabinet: Holds up to 6 sprinklers: Part number 01731A (available since 1971). Footnotes 1 Part number shown is the base part number. For complete part number, refer to the current Viking price list schedule. z. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. s. Requires a ''/2" ratchet (not available from Viking). 4. Optional for removal of the protective cap; requires a small piece of CPVC pipe or similar to attach. 5. cULus Listed as corrosion resistant. 6. The corrosion resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. For ENT coated sprinklers, the Belleville spring is exposed. 7 The sprinkler temperature rating is stamped on the deflector. e. The installer tool is for push -on style cover plates only. 9. Requires a peice of 1" PVC pipe or similar to attach. Form No. F_012116 21.06.05 Rev 21.1 Page 3 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com COVERTABLE 2: ORDERING •R• Instructions: (1) Select a cover plate base part number (2) Add the suffix for the desired finish (3) Add the suffix for the required cover plate nominal rating. Example: 23190MCIW = 165 °F (74 °C) Temperature rated, 2-3/4" (70 mm) diameter, thread -on style, round cover plate with a painted white finish. 1: Select a Cover Plate Base Part Number' 2: Select a Finish Thread-OnPush-On Base Part Size Base Part Size Type Type Description Suffix5 Number' Inch (mm) Number Inch (mm) 23190 2-3/4 (70) Round 23447 2-3/4 (70) Round Polished Chrome F 23174 3-5/16 (84) Round 23463 3-5/16 (84) Round Brushed Chrome F-/B 23179 3-5/16 (84) Square 23482 3-5/16 (84) Square Bright Brass B Stainless Stainless Antique Brass B-/A 231935 2-3/4 (70) Steel Round 234555 2-3/4 (70) Steel Round Brushed Brass B-/B Stainless Stainless Brushed Copper E-/B 231835 3-5/16 (84) Steel Round 234735 3-5/16 (84) Steel Round Painted White M-/W Painted Ivory M-/I Painted Black M-/B 3: Temperature Rating Matrix' z Cover Plate Nominal Temperature Sprinkler Nominal Rating Sprinkler Maximum Ambient Suffix Rating (Required) Classification Ceiling Temperature 135 °F (57 °C) Ordinary 155 °F (68 °C) 100 °F (38 °C) A 165 °F (74 °C) Intermediate 200 °F (93 °C) 150 °F (65 °C) C Footnotes 1. Part number shown is the base part number. For complete part number, refer to the current Viking price list schedule. s. The sprinkler temperature rating is stamped on the deflector. 3. Based on NFPA-13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 4. Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. 5. Stainless Steel versions are not available with any finishes or paint. Form No. F_012116 21.06.05 Rev 21.1 Page 4 of 8 ® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com ''oona cap. Installation Wrench Cap Removal Tool Figure 1: Sprinkler Wrench and Cap Removal Tool Q\'\C--p CUS TO O n U� O \y �O All custom color painted cover plates will have an identifying label affixed to the inside of the cover that indicates the custom color and will have a representative sample (a paint dot) of the paint on the label. Figure 2: Identification of Custom Paint - -• • - ......., Figure 3: Square Cover Assembly Form No. F_012116 21.06.05 Rev 21.1 Page 5 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com '/i'NPT (15 mm BSPT) 3'/d' (83 mm) Minimum required opening in the ceiling 2'/4" (57 mm) 2„ (50 mm) �- Minimum t 2'/<" (57 mm)� A 2'/i' (64 mm) '/2 (13 mm) If the bottom of the cover is flush with the surface of the ceiling when installed, the sprinkler adapter cup will be recessed 1/2" (15 mm). See Figure 5. Figure 4: Sprinkler Dimensions Nominal pipe engagement mm) Nominal pipe engagement _ (64 mm)e-T Maximum Minimum required opening in the ceiling 2'/4" (57 mm) Install the sprinkler so the finished surface of the ceiling lines up within the marked'/2" (13 mm) range on the protective cap (A). Figure 5: Sprinkler Installation Dimensions Form No. F_012116 21.06.05 Rev 21.1 Page 6 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Approval Chart Viking VK494, 4.9 K-factor Residential Concealed Pendent Sprinkler For systems designed to NFPA 13D or NFPA 13R. For systems designed to NFPA 13, refer to the Design Criteria. For Ceiling types refer to current editions of NFPA 13, 13R or 13D Sprinkler Base SIN Thread Size Nominal K-factor Maximum Water NPT BSPT U.S. metric 2 Part Number Working Pressure 20759 VK494 1/2" 15 mm 4.9 70.6 175 psi (12 bar) Max. Coverage Area 6 Flow Pressure Listings and W X L GPM (LPM) PSI (bar) Deflector Installation Approvals3,5 Minimum SF aci g 155 °F (68 °C), 200 °F (93 °C) cULusEUa Ft. X Ft. to Ceiling Type (m) (m X m) Temperature Rated Sprinklers 12 X 12 13 7.0 3.7 X 3.7 49.2 0.48 14 X 14 13 7.0 4.3 X 4.3 49.2 0.48 Refer to Concealed with Cover Plate As- See Footnotes 8, & 9 8 16 X 16 13 7.0 4.9 X 4.9 49.2 0.48 Figure 2 sembly. (2.4) 18 X 18 17 12.0 See Footnote 7. (5.5 X 5.5) (64.4) (0.83) 20 X 20 20 16.7 6.1 X 6.1 75.7) 1.15 Footnotes Part number shown is the base part number. For complete part number, refer to the current Viking price schedule. Y. Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3. This chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. Refer also to Design Criteria. <. Listed by Underwriter's Laboratories, Inc. for use in the U.S., Canada, and European Union. 5. Meets New York City requirements, effective July 1, 2008. 6. For areas of coverage smaller than shown, use the "Flow' and "Pressure' for the next larger area listed. Flows and pressures listed are per sprinkler. The distance from sprinklers to walls shall not exceed one-half the sprinkler spacing indicated for the minimum "Flow" and "Pressure' used. 7 Other paint colors are available on request with the same listings as the standard finish colors. Stainless Steel cover plates are not available with any finishes or paint. Listings and approvals apply for any paint manufacturer. Contact Viking for additional information. Custom colors are indicated on a label inside the cover assembly. Refer to Figure 3. 6. Accepted Cover Plate Finishes are: Polished Chrome, Brushed Chrome, Bright Brass, Antique Brass, Brushed Brass, Brushed Copper, Painted White, Painted Ivory, or Painted Black 7. e. C-UL-US-EU Listed as corrosion resistant - Electroless Nickel PTFE (ENT) DESIGN CRITERIA o refer to the Approval Chart. UL Listing Reauirements (C-UL-US-EU): When using Viking Residential Concealed Pendent Sprinkler VK494 for systems designed to NFPA 13D or NFPA 13R, apply the listed areas of cover- age and minimum water supply requirements shown in the Approval Chart. For systems designed to NFPA 13: The number of design sprinklers is to be the four contiguous 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 the Approval Chart for NFPA 13D and NFPA 13R applications for each listed area of coverage, or • Calculated based on a minimum discharge of 0.1 gpm/sq. ft. over the "design area" in accordance with sections 9.5.2.1 or 10.2.4.1.2 of the current edition of NFPA 13. • Minimum distance between residential sprinklers: 8 ft. (2.4 m). NOTE: Concealed sprinklers must be installed in neutral or negative pressure plenums only. IMPORTANT: Always refer to Bulletin Form No. F 080415 - Best Practices for Residential Sprinkler Handling and Installation. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be in- stalled in accordance witTii the latest edition of Viking technical data, the appropriate standards of NFPA and any other similar Authorities Having Jurisdiction, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Final approval and acceptance of all residential sprinkler installations must be obtained from the Authorities awing Jurisdiction. Form No. F_012116 21.06.05 Rev 21.1 Page 7 of 8 N4 I Kj® FREEDOM® RESIDENTIAL CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com USE ONLY the designated sprinkler wrenches shown in this document. Permanent damage to the Asprinkler assembly can occur if the proper wrench is not used. Other sprinkler wrenches available from Viking may fit into the sprinkler adapter cup; however, only the wrenches shown here are designed to properly install this sprinkler. C B Step 1: Insert the wrench (A) into the slots (B) on the protective cap (C). Step 1: Attach a peice of plastic pipe as shown and tighten the thumb screw (not shown); then, insert the tool (A) into the slots (B) in the protective cap (C). n Step 2: Rotate the wrench slightly in either direction until the tines on the wrench (D) line up with the vent openings (E) on the adapter cup and lock into place. NOTE: A leak tight seal must be achieved. Turn the sprinkler clockwise 1 to 1-'/2 turns past finger -tight. Figure 6: Using the Sprinkler Wrench Step 2: Rotate the tool slightly to lock into place. Step 2: Gently, pull downward to remove the protective cap. The deflector will slide downwards on the pins. Form No. F_012116 21.06.05 Rev 21.1 Figure 7: Using the Cap Removal Tool Page 8 of 8 ® FREEDOM° RESIDENTIAL 4 I Ki CONCEALED PENDENT SPRINKLER VK494 (K4.9) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com Minimum Maximum Install the cover plate by inserting the adpater into the adapter cup and pushing or threading into place (depending on style). Snug the cover plate in place by rotating clockwise. Ensure the cover plate is flush with the ceiling as shown to allow airflow through the sprinkler assembly. Figure 8: Installing the Cover Plate Form No. F_012116 21.06.05 Rev 21.1 Victaulic° FireLock"' Series FL-RES Residential, Quick Response Pendent and Recessed Pendent, �Ctaulicr K3.0 (4.3), K4.9 (7.0)9 K5.6 (8.0), K6.9 (9.9) 43.01 1.0 PRODUCT DESCRIPTION RESIDENTIAL PENDENT/RECESSED PENDENT SPRINKLERS SIN V3010 V2740 V5610 V3426 ORIENTATION PENDENT PENDENT PENDENT PENDENT K-FACTOR' 3.0 Im ./4.2 S.I. 4.9 Im ./7.1 S.I. 5.6 Im ./8.1 S.I. 6.9 Im ./9.9 S.I. CONNECTION 1/2" NPT/15 mm 1/2" NPT/15 mm 1/2" NPT/15 mm 3/4"NPT/20 mm MAX. WORKING PRESSURE 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) 175 psi (1200 kPa) GLOBE RE -DESIGNATION GL3010 - GL5610 - GLOBE EQUIVALENT - GL4910 - - AVAILABLE WRENCHES SPRINKLER V27 Recessed V27 Open End V56 Recessed V56 Open End V34 Recessed V34 Open End V3010 ■ ■ V2740 ■ ■ V5610 ■ ■ V3426 ■ ■ Factory Hydrostatic Test: 100% @ 500 psi/3447 kPa/34 bar Min. Operating Pressure: UL: 7psi/48 kPa/.5 bar Temperature Rating: See tables in section 2.0 1 For K-Factor when pressure is measured in bar, multiply S.I. units by 10.0. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. victaulic.com 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. 1IllAst—aulicr victaulic.com 2.0 CERTIFICATION/LISTINGS Max. Coverage Area Deflector to Listing Agency/ Approved Width X Ceiling/ Mounting Minimum Nominal K Factor Temperature Ratings Length Flow Pressure Adjustment Surface Distance Spacing Ft. x Ft GPM P51 in in Ft. SIN Imperial S.I 2 155°F/68°C 175°F/79°C 200°F/93°C m x m L/min kPa mm (mm) m 12 x 12 8 7.1 3.7 x 3.7 30.3 49 1/2 V3010 3.0 4.2 cULus EU cULus cULus 14 x 14 10 11.1 15 4.3 x 4.3 37.8 76.5 12 x 12 13 7.0 3.7 x 3.7 49.2 48 Smooth Ceilings 14 x 14 13 7.0 4.3 x 4.3 49.2 48 1/2 and 3/4 Recessed 15 and 20 See Installation 16 x 16 13 7.0 V2740 4.9 7.1 cULus cULus N/A 4.9 x4.9 49.2 48 Detail 18 x 18 17 12.0 Smooth Ceilings 5.5 x 5.5 64.3 83 Exposed 20 x 20 20 16.7 '/z Max. 4 (101.6) 6.1 x6.1 75.7 115 15 Beamed Ceilings 12 x 12 15 7.2 3.7 x 3.7 57 50 Adjacent 8 16 x 16 19 11.5 per NFPA 13,13D, 2.4 4.9 x 4.9 72 79 1/2 or 13R V5610 5.6 8.1 cULus NA N/A 15 as appropriate 18 x 18 21 14.1 5.5 x 5.5 79 97 Beamed Ceilings 20 x 20 24 18.4 6.1 x6.1 91 127 In Beam 14 Max. Beam DepthRecessed 12 x 12 20 8.4 3.7 x 3.7 75.7 58 in Beam: 14 x 14 20 8.4 See Installation 4.3 x 4.3 75.7 58 detail 16 x 16 20 8.4 V3426 6.9 9.9 cULus cULus N/A '/2 and 3/4 4.9 x 4.9 75.7 58 15 and 20 18 x 18 20 8.4 5.5 x 5.5 75.7 58 20 x 20 22 10.2 6.1 x 6.1 83.3 70 NOTE • Listings and approval as of printing. 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 2 ✓ctaulicr 3.0 SPECIFICATIONS - MATERIAL Deflector: Bronze 'A6711 mm Bulb Nominal Diameter: 3.Omm Nominal make -in Load Screw: Bronze Frale Pip Cap: Bronze Pip cap andspring seal21/47 Spring Seal Assembly: PTFE coated Beryllium nickel alloy B57 mm Frame: Brass Load screLodgement Spring: Stainless Steel Deflec Installation Wrench: Ductile iron I'm 28 mm Sprinkler Frame Finishes: V3010 • Plain brass • Chrome plated • White polyester painted 7/6711 mm • Flat black polyester painted Nominal make -in • Custom polyester painted Frame Lodgement spring dbI, F11 NOTE 3' Pip cap and 2/e / • For cabinets and other accessories refer to separate sheet. spring seal 60 mm Bulb Load screw Deflector 1'hb'/ 27 mm V2740 7/�6711 mm Nominal make -in Frame Pip cap and spring seal 2'/4 / tl/47 57 mm Bulb Load screw Deflector 32 mm V5610 Yz"/13 mm Nominal make -in Frame Lodgement spring Pip cap and spring seal Bulb Load screw — Deflector 13/8"/ _ 36 mm V3426 2Y27 63 mm 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 3 ✓ctaulilc� victaulic.com 4.0 DIMENSIONS 23/8 "/60 mm 2"/51 mm Hole in ceiling %s"/3 mm Min. 6/8716 mm Max. — !� 1 1/4732 mm Min. 13/4'/44 mm Max. 21 /16"/ 75 mm V3010 23/8760 mm 2"/51 mm Hole in ceiling 1 725 mm Max. (3/4" Adj.) f 3/4719 mm Max. (1/2" Adj.) Y476 mm Min. i 1416743 mm Max. 2"A6"/ 13/6'/30 mm Min. (1/2" Adj.) 75 mm 1A6724 mm Min. (3/4" Adj.) V2740 Typical ceiling Finished surface Typical ceiling Finished surface 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 4 ✓ctauliic° victaulic.com 4.0 DIMENSIONS (CONTINUED) 1 Y4732 13/4'/44 7/8722 mm Max. p/4" Adj.) 1/8716 mm Max. ('/2" Adj.) Y873mm Min. 1%s'/29 mm Min. (3/4Adj.) 18/8734 mm Min. ('/2" Adj.) 17/8747 mm Max. 2/8760 mm 2"/51 mm Hole in ceiling n [fill] V5610 23/8760 mm _ 2751 mm Hole in ceiling qFIT- 2'Shb'/ 75 mm V3426 :eiling surface Typical ceiling Finished surface 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 5 ✓ctaulicr victaulic.com 5.0 PERFORMANCE Sprinkler is to be installed and designed as per NFPA, FM Datasheets, or any local standards. 6.0 NOTIFICATIONS WARNING lee Read and understand all instructions before attempting to install y� any Victaulic products. r • Always verify that the piping system has been completely depressur- ized and drained immediately prior to installation, removal, adjust- ment, or maintenance of any Victaulic products. • Wear safety glasses, hardhat, and foot protection. Failure to follow these instructions could result in death or serious personal injury and property damage. • These products shall be used only in fire protection systems that are designed and installed in accordance with current, applicable National Fire Protection Association (NFPA 13, 13D, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. • The installer shall understand the use of this product and why it was specified for the particular application. • The installer shall understand common industry safety standards and potential consequences of improper product installation. • It is the system designer's responsibility to verify suitability of materials for use with the intended fluid media within the piping system and external environment. • The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 7.0 REFERENCE MATERIALS Ratings: All glass bulbs are rated for temperatures from-67°F/-55°C. User Responsibility for Product Selection and Suitability Note Each user bears final responsibility for making a determination as to the suitability of This product shall be manufactured by Victaulic or to Victaulic specifications. All products Victaulic products for a particular end -use application, in accordance with industry to be installed in accordance with current Victaulic installation/assembly instructions. standards and project specifications, as well as Victaulic performance, maintenance, Victaulic reserves the right to change product specifications, designs and standard safety, and warning instructions. Nothing in this or any other document, nor any verbal equipment without notice and without incurring obligations. recommendation, advice, or opinion from any Victaulic employee, shall be deemed to Installation alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions Reference should always be made to the Victaulic installation handbook or installation of sale, installation guide, or this disclaimer. instructions of the product you are installing. Handbooks are included with each shipment Intellectual Property Rights of Victaulic products, providing complete installation and assembly data, and are available No statement contained herein concerning a possible or suggested use of any material, in PDF format on our website at www.victaulic.com. product, service, or design is intended, or should be constructed, to grant any license Warranty under any patent or other intellectual property right of Victaulic or any of its subsidiaries Refer to the Warranty section of the current Price List or contact Victaulic for details. or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual Trademarks property right. The terms "Patented" or "Patent Pending" refer to design or utility patents Victaulic and all other Victaulic marks are the trademarks or registered trademarks of or patent applications for articles and/or methods of use in the United States and/or other Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. countries. 43.01 16382 Rev A Updated 03/2021 © 2021 Victaulic Company. All rights reserved. victaulic.com 6 ✓ctaulic CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org March 6, 2022 Residential Fire Systems INC 8085 E Crystal Drive Anaheim, CA 92807 Re: Residential Fire Sprinkler Plan Review — HIDEAWAY — LOT 193 FSS2022-0048 / 53030 VIA CHIANTE, LA QUINTA, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD ai�Cv uGKCv THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CALIFORNIA INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 53030 VIA CHIANTE PERMIT#: FSS2022-0048 DATE SUED: 3/6/2022 DESCRIPTION: HIDEAWAY — LOT 193 CONTRACTOR: RESIDENTIAL FIRE SYSTEMS INC. HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final IF Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final IF Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final e F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final e F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final F' Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE- 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections call: (760) 777-7131. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131