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FSS2020-0104Description: ANDERSON / BRES2020-0140 / FIRE SPRINKLER Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: FINALED Applied: 8/3/2020 ECON HOMES Approved: 12/8/2020 KHET Parcel No: 777390007 Site Address: 53411 VIA MALLORCA LA QUINTA,CA 92253 Subdivision: TR 29894-3 Block: Lot: 45 Issued: 12/8/2020 KHET Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 1/6/2022 KHET Valuation: $23,758.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 394 0 127 Applied to Approved Approved to Issued _j Issued to Finaled 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES CONTRACTOR REQUESTED FINAL INSPECTION. PERMIT EXPIRED AS OF 12/19/21 (6 MOS FROM DATE OF LAST APPROVED INSPECTION). ADDED EXTENSION FEE OF $83 AND NOTE JOSE DELGADO 1/3/2022 1/4/2022 EXTENDED PERMIT TO 1/4/22 SO CONTRACTOR CAN PAY FEE VIA ETRAKIT. WILL ALSO REQUIRE AN EXTENSION REQUEST LETTER FROM CONTRACTOR. OK TO EXTEND PER KOHL. NOTE KAYLI ALFORD 1/4/2022 1/4/2022 EXTENSION REQUEST LETTER RECEIVED AND EXTENSION FEE PAID. PERMIT EXTENDED BY 6 MOS. CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED Printed: Wednesday, February 22, 2023 3:26:05 PM 1 of 5 WSYSiEMS BUILDING PERMIT NEEDS TO BE APPROVED AND READY TO ISSUE ARMANDO 8/5/2020 10/12/2020 1/12/2021 COMPLETE ISSUED BEFORE ISSUANCE OF THSI FIRE CHECKLIST MAGALLON SPRINKLER CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807 (714)666-8450 engineering@resfire.co m CONTRACTOR RESIDENTIAL FIRE SYSTEMS INC 8085 E CRYSTAL DRIVE ANAHEIM CA 92807 (714)666-8450 engineering@resfire.co m OWNER MARK & SUSAN ANDERSON 53411 VIA MALORCA I LA QUINTA I CA 1 92253 1 (714)666-8450 FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR ADDITIONAL RE- 101-0000-42421 0 $161.00 $161.00 6/17/21 WEB8523 017074 CREDIT RESIDENTIAL FIRE ECON SYSTEMS INC INSPECTION FIRE PLAN REVISION 101-0000-42420 0 $161.00 $161.00 6/17/21 WEB8523 017074 CREDIT RESIDENTIAL FIRE ECON SUBMITTALS SYSTEMS INC FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $322.00 $322.00 8/3/20 WEB5883 003604 CREDIT RESIDENTIAL FIRE ECON SYSTEMS INC FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $242.00 $242.00 8/3/20 WEB5883 003604 CREDIT RESIDENTIAL FIRE ECON SYSTEMS INC FAMILY DETACHED PC FIRE STAFF - PER HOUR 101-0000-42420 1 $83.00 $83.00 1/4/22 WEB10286 6346901119 CREDIT 786965 ECON Total Paid for FIRE FEES: $969.00 $969.00 RECORDS 101-0000-42416 0 $10.00 $10.00 8/3/20 WEB5883 003604 CREDIT RESIDENTIAL FIRE ECON MANAGEMENT FEE SYSTEMS INC Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 Printed: Wednesday, February 22, 2023 3:26:05 PM 2 of 5 WSYSiEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ PAID BY CLTD BY TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/3/20 WEB5883 003604 CREDIT RESIDENTIAL FIRE ECON ENHANCEMENT FEE SYSTEMS INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE OVERHEAD HYRO KHET 6/3/2021 6/3/2021 APPROVED Many field changes observed affecting the hydraulic calcs. Revised Plans and calcs required prior to Rough clearances. OVERHEAD ROUGH PARTIALLY *2nd Floor changes supported with calcs = KHET 6/3/2021 6/3/2021 SEE NOTES PIPING APPROVED 2nd floor insulate and drywall is okay to proceed. **Reinspection required for 1st floor. Fees apply. OVERHEAD ROUGH KHET 6/22/2021 6/22/2021 APPROVED ALL CORRECTIONS COMPLETED PIPING FIRE FINAL** KHET 1/6/2022 1/6/2022 APPROVED Printed: Wednesday, February 22, 2023 3:26:05 PM 3 of 5 WSYSiEMS I I I I I I I I CALLED APPLICANT TO LET THEM KNOW THAT: 1. WE CANNOT ISSUE A FIRE SPRINKLER PERMIT WITHOUT BUILDING PERMIT APPROVAL AND ISSUANCE 2.IF WE CONTINUE THROUGH THE REVIEW PROCESS IT WILL BE AT RISK AND ADDITIONAL 1ST PERMIT TECH (1 ARMANDO CHARGES MIGHT APPLY IF CHANGES ARE MADE DAY) MAGALLON 8/3/2020 8/5/2020 8/6/2020 COMPLETE AFTER REVIEW AND APPROVAL. APPLICANT WILL GIVE ME A CALL AND LET ME KNOW IF THEY WANT TO CONTINUE AT RISK. I HAVE PLACED PERMIT TO ON HOLD. APPLICANT CALLED AND LET ME KNOW THEY WANTED TO KEEP THIS PERMIT ON HOLD. I TOLD THEM TO GIVE ME A CALL ONCE THE BUILDING PERMIT WAS ISSUED SO THAT WE COULD CONTINUE THE REVIEWS. 1ST FIRE (2 WK) KOHL 11/23/2020 12/9/2020 12/8/2020 APPROVED SEE ATTACHMENTS HETRICK 2ND FIRE (1 WK) KOHL 6/9/2021 6/16/2021 6/16/2021 APPROVED REVISED PLANS/CALCS HETRICK BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 8/3/2020 EtrakitContractor 1ST SUBMITTAL - FIRE Anderson Residence - 1 SPRINKLER PLANS Fire Sprinkler Plans.pdf DOC 8/3/2020 EtrakitContractor 1ST SUBMITTAL - CALCS Anderson Residence - 1 Calculations.pdf DOC 8/3/2020 EtrakitContractor 1ST SUBMITTAL - SPEC Anderson Residence - 1 SHEETS Specs.pdf Anderson Residence - DOC 6/9/2021 EtrakitContractor 1 Calculations Delta 3.pdf Printed: Wednesday, February 22, 2023 3:26:05 PM 4 of 5 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Anderson Residence - DOC 6/9/2021 EtrakitContractor Fire Sprinkler Plans 1 Delta 3.pdf Permit Extension Letter Anderson Residence - DOC 1/3/2022 Etrakit Contractor - Anderson Residence PMTFSS2020-0104 1 (53411 Via Mallorca) Permit Extension.pdf FSS2020-0104- FSS2020-0104- DOC 12/8/2020 KOHL HETRICK APPROVED PLANS AND APPROVED PLANS AND 1 CALCS.pdf CALCS.pdf DOC 12/8/2020 KOHL HETRICK FSS2020-0104 - COA FSS2020-0104 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf DOC 6/3/2021 KOHL HETRICK FSS2020-0104 6-3-2021 - FSS2020-0104 6-3-2021 - 1 INSP NOTES.pdf INSP NOTES.pdf FSS2020-0104- FSS2020-0104- DOC 6/16/2021 KOHL HETRICK APPROVED AS- APPROVED AS- 1 BUILTS.pdf BUILTS.pdf Printed: Wednesday, February 22, 2023 3:26:05 PM 5 of 5 WSYSiEMS MYCH & HIDLES M WM Q. ;I=—, II 888 mu 2-11MM-WWWWW"m all 41 ollltclll� SHEET INDEX mrw..rn.t sera. RESIDENTIAL fire systems Inc. VICI'NTLLMP III JEFIA CUSRM Mwmalem MAR. — WATER FLOW WF0. SCOPE OF WORK PROJECT DATA APPROVED Ri—id. County Fi. Department BY: Kohl HetriI FIR -FIRE SAFETY MECIALISTm 0611-42052 PM TM 0— d T-;T4f.I PERMII FSS2020,0104 AS-BUILTS FFE GIBER DDETAQ L U — TR 12 OPT. EXTERIOR BELL (WIRING BY OTHERS) — TO FIRE SPRINKLER m SYSTEM, SEE PLANS � WIL PLAN I I DDESUNEDD Y 1=/4--CPVC—i i FIRE SPRINKLER RISER ESSI ENGINEERING W/ INTERIOR ACCESS 78-080 CALLS AMIGO, SUITE 102 r- — 1 — PANEL (14-1/2"x24") TYP. LA OUINTA, CA 92253 1 ` 1 PHONE: (760) 771-9993-8015 1 +I D i TO 1/2" BALL VALVE / DRAIN LINE 1 'I - I 300 PSI PRESSURE GAUGE CONTACT: ESSI SHAHANDEH 1.TO DOMESTIC WATER SUPPLY I I I � [--1 FS FS1 5 DOMESTIC SHUT OFF VALVE 1 I I I ��-1 FLOW SWITCH (IF REQUIRED) I I i � 1 1" CPVC RUBBER FACED CHECK VALVE TO IRRIGATION _ I I I 1 J (W/ IN -LINE CHECK VALVE) 1" COP M POINT OF CONNECTION FOR 0 11 DR 2 RESIDENTIAL FIRE SYSTEMS, INC. I I 11 MAIN SHUT OFF VALVE II (IF REQUIRED) - mn _____ _______9� IY w U4 U3 _3 0- 0 g = 2" PVC 0 N 125'-0" 2 SR 4 12) ` PVC TO COPPER ADAPTER PER 1-112" COP Z 1" WATER METER FIELD VERIFICATION ( dii NEEDED AT ROUGH INSTALLATION) HSER DETADL 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 � Residential Connection Char a Estimate o: June 4, 2020 Customer Name: Anderson, Mark Phone No. (206) 660-9549 Parcel No. 777-390-006 & 007 Gee. 06-07-10-3 Address: 53411 Via Mallorca, La Quinta LID: 697732 Block No, Lot No. 44 & 45 Slze of Lot: 29,621 ft. Tract No. gog_` Type of Seruice: R-1 J Duplex: n Triplex: n, 1,y_ Apts! swsc: $ 4,553,85 Acres: 0,35 SWSC: $13,011-00 /acfe W58FC: $ - 5CC: $ - Treatment: $2,436/edu Collection: $2,415/ed_u Meter: $ - metersile: 1 inch Metersurcharge: $ 2,479.00 servicesize: 11/2 inch Service: $ - Meter& Service: $ 3,910.00 Meter Install on hold until landscape plans are approved. Lots Baekflaw: $ - 44 & 45 Merged, need lot merger documents. ' other: $ 3,000-00 �I The Hideaway. Per dwg 31701 a 1" Service exists for each lot. Sewer Lateral: $ - & per dwg M102 a sewer lateral exists- All fees pd for lot 45, including 1.0 EDU existing 3/4" meter. Abandon 2• L" I 'I Services. PZ 20-130 t14 Total $ 13,942.$5 Technicfan:5araLopez I Fees Approved hy: Date: �� Information Supplied By Customer CVWD System Data Domestic water Demand* _ �, o > 'Service Connection" Max. flow= 35 gprn , pL_ Max. Flow"= 35 gpn't Min- Pre ssure= 45 PSI _�- S ;s = �l , �InIeLPressure'= 70.56 p5l � r: Fire Sprinkler Demand* iY". I. Outlet Pressure= 54.07 psi : Max- FIQAv= 32 gpm i, - 6 r� I;� rIx Min..PCeSSure= 49 psi x o0 one � u C nneter5i2e = 1 inch o . C a 5 stem.. e. ' a _ Service Site- 1 1J2 inch M41ti, - l .,_ Stand Al.One. , Prior to Pressure Regulating Vaiye _ ` � rF 0 "� ter' � Ora. I ". r " for Calculation Purposes -Service Connection, Includes: s_ r. . tFIA W611SES WORST CA5E CONDITION Service Connection Pipe=V, rvieier Stop, Meter,Check Valve&Shut Off Valve CalCulations: ffSSld 1 " muEfi 1 1/2 '• SERVICE Pr- Lake [ahuIlia t. 1,•Ro'' s 70.56 L6?J,i.,C'0 p51 HGL= 145 r `04 PG ter- 7A0 RE5.4= 6325 SQ L. ` s ett,= 9.10 - RES./HT= 32 * Y C S8145 Po * 54,37 7 45 Psi PROP, ELEV = -2 w 35,00 GPM Ps is OK CIVILt�ri ❑ to provide servfce OF CA 7RY: Domest,c Wates Demand Appoved by: Date: (.] The meter sizing Is for plan check purposes Only- The ultimate respor,sibilny resides with the engineer -of- Card for the project. L D� O \ 1____�j \`\ \ \, "I\ \ -10 4!. ,Z, .� v, .o>- % � v L V \ ��'/ . 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' " I 1 /j' �y �� I.�o �� , \aZ� ,, W. \o \�\ °� ��,,,5".. . " .:. STtr ... ..... ..... + .F . .. �� A , . i i c• \ \, \\ - ` , . - \°�\� �� re �I ROCK ' ` I�. . "__� V/41 ,, /t, -- -. ., n �� a . 4 ,��` 1 WA E M E E o -, ' C R - f 1 1 I __ - - "�� '\ ,\�\\ '' " , "' . - 'A\\, I \, � , - , K0( . . . .. : - - . .. R te,. �,��" oyoo\ ��2� ��y�`� ��'��y��p�, \ , 1 -1 *. . +2' WALL -STONE ,. ... '. \\ �� ` °� \� 1-1 /2 COPPER I� �" I �� - „ `� . �� v v vv' %vy > ,zv��vvv�� v \,Vv 16 \vA ,� A ,�po �� , �a� �� aye �� , . v , ,,I,*1'4�, - \� �o oo\oo 0000\ o0000 ��\��N\,\\°,� �°�� a�. �' a� o0 0\00 �� 0\y� \� \ \ `�� \ �N��' oo� ��\�� WATER MAIN \\ �� \ \\ a � vo \\ ,. \%% zo\ y 1V\�V°A\�V\°A\\I�1A\\ �� , �A\ \\\\,\\\\\"�\e1\Q°\\v �. ��\�0000�o�oo\o� ��\��11 � o0o e\\0000 000�000\000 :. • •�' \\ DESIGN AND /NSTALLA T/ON BY 40, rRESIDENTIAL r 're 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: MICHAEL JEHA CONSTRUCTION 3089 SANDSTONE RD. ALAMO, CA 94507 PROJECT TEAM: PROJECT DESIGNER: RUBI G. R.F.S. 1st REVIEW: MAX 0. R.F.S. 2nd REVIEW= RUBEN H. PROJECT SUPERVISOR: MAX 0. * FOR RESIDENTIAL FIRE USE ONLY DATED BACKGROUNDS; ARCH : 01.03.2020 CIVIL: NONE AVAILABLE INT. DECO. NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC : NONE AVAILABLE MECH ; NONE AVAILABLE STRUCT : 06.11.2020 PLUMB: NONE AVAILABLE DELTA REVISIONS DATE QAPPROVED PLANS 12/8/20 COMMENTS RISER RELOCATION 2 04/14/21 QFIELD REVISIONS 06/09/21 As,, - LICENSE STAMP ®,�c�®N®N�� RESIDENTIAL FIRE �',�% SYSTEMS INC. � c-A C-16 # 786965 \�� EXP.11/30/22 ®P GAS-,,�® SHEET TITLE: SITE PLAN, RCCE AND RISER DETAIL JOB # DATE: 13584 07/20/2020 SCALE: SHEET: 1/8"=1'-0" FS-02 / O car. 71 Or ,yQ / 4 � / / \ $ --- (f FLAT ROOF EAvE above----------------------------� LEGEND FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES) : O RESIDENTIAL FLAT CONCEALED ( ORDINARY TEMPERATURE) ® RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE) PIPE TYPES ( SEE PLANS FOR APPLIED TYPES) : = INDICATES CPVC PIPE SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS): 11�4 FIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS) O DROP OR RISER BETWEEN FLOORS \ HANGER wRAP) ® HYDRA ULIC NODE POINTS (IF CALCULATED SEE PLANS) HM INSPECTOR TEST OR AUXILIARY DRAIN ( IF APPLICABLE SEE PLANS) SR SMOKE RELAY ( IF APPLICABLE, INSTALLED BY OTHERS, SEE PLANS) ELECTRICAL BELL (IF APPLICABLE, INSTALLED BY OTHERS, SEE PLANS ) SYMBOL COPPER STEEL CPVC MANUFACTURER MODEL S.I.N. TEMP. K-FACTOR ORIFICE N.P.T. FINISH DESCRIPTION DENSITY Q SEENJU 6684(o4 6684(o4 205' 4.9 1/IG " 1/2" WPITE RE5. FLAT CONCEALED O.OE� 12 B G 91 Cx 91 g 16" 2" NI C SS £ E T 127 : TOTAL 04.23.19 S/ 4��//4� b 8 Sr / \ �' .. �G ❑O ❑O I \\ I I \\ // I F-LAT1?OOF€,4VE above---------------------------------------------------- '�/ CO /?"0 4T fiiP / / 'ems I \/ I I \/ I 1 � l A� c<G f 12 6 y— — — — — — — — — — — — — — — — G \ �° -❑ -11P^ m-m'heade V - - - - N V - - - - �Oo i- - - - - - - - - - - - y OUTDOOR -------E O IIi C\/— \/--/\—/\ yIIi IIi G/\— \/--/\—/\ yIIi II C\/— \/--/\—/\ y \-0/ II-0CEILING 0 I DINING II III1 1 �/ cn @ I1 � II1I I ❑° II II ' I 1 E II1II i l13'-6' CEILING r OPEN TO EXTERIOR b II -I CEILING �8.6 CUFT. E O O - - - 1 \ I I 1 —❑— �II --— velcu OUTDOOR LOUNGE OVERHANG I 0' SITTING I 11'-D'GEILINGDN1I� -2-/4_13 OPEN TO EXTERIOR (Wood ce"ne) I ----------------- -I' /OJTER L I I / /� \� \\ I I I I I ❑o OPEN TO E ERIOR ❑o I I I I I ❑O ❑O I - ,Q p e/�� SSr 4S ® m' CEILIN u ' I / / \ \ I I I I I I I q I I u'-m• header — — — — — — — — 16 � / 11 `o 6'-5" I Ii Ii I 11I I LL I —------—C7 p " 11 I r---------E55--ED-- 3-N-A❑Do-- E ---- -- -L_j - UPPER SHELVES CABINETS I ❑011 I 1-O'CEILING - 9v i u o1 I DINING ROOM co? 11'-10' CEILING T. / TORACxE I I \ \ ❑ 74; 0 0 580s cuFr I rr I r " � � < E a 1 1 1 \ \ / / 1 I I 1 I I ❑ ❑ 1 ❑ ❑ ❑ 1 � '1 -4 � 3 4 - 8'-9 3 - h 2 I-! 11 -4 r 10'-0' CEILING: �� 1 _ 1 I \\\� �/ // I I I 1 I I 1�' I I I M ❑ 1 1 1 D \ I \ / / � '-6" o I 6yc 2325ro 1 I I I �1 1 �? ' • O" q iNFr 1❑ I I `� �6.56 cU� I I I 1 cF� I 1 0 l I I I III I 1 1 I 6 ro � <V I I I I� O 2'-6' CEILING��I I �" \ fi I I I E o I=r o 0 0 o I I I 1 T281 cuFr. 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I \ I W e\ O 11'-6" 4'-6" 1 I Z I n'-n'4' CEILING / , o wI /\ I -- — — -- -------------- — — 1 - - u I / LL I I I � 1 01, V----" I •°j I _ - I o 0 0 o I o I .2 c 1 o I 1 7a .d P I ^ I I I I 1 I 1 1 KB 1 ;c-- -- 14A4 CUFT.-------------�; I i ' r_ n C4 ��QCr 6' ��e o 1 0 j 511 I YL IG I I I \ — — — — — — 3 a, 'S" I_ I 10a I I I I u'-6 ' cLG. I 0. Cx o r FlIt 1 1 I N 1 — --- 1 �� " 96_0 CUFT. < UPPER CABINETS I 1 1 rcu I ❑ I \ �V f 1 I, fix/ 1 I 1 1 1 ❑ 1 I I 1 ME D 14 / 1 0 I ----TO CEILING--- I I OWDERLLJ ��; I I o I �L� I I II/ \ 11 I I I I I ;' I LOUNGE AREA 1 I I r \ I I I I I I I _ I --- I I 1 L ---y I I I I I ❑0 12'-6' CEILINGE IN L - -- I 1 I'� 1-m' CEILING „ A I I I I I I W \ I w ❑o EI I - --- --- --- --- --- - -- - I I o❑ ❑0 1 / \ 9-Ili4' CEILING I I 4' 1.zz�� --J- I I I , u 4" 9-3„ ® `\� � � I I 1 1 O �I I I KITCHEN � � /g<_VVp `\ E Q `o I o❑ I ° ❑O 2 0 12'-0' CEILING O I 1 \ I I RN3' 1' I 4(I 0 I I O 161 CUFT. I \ I 1 1 I NO > a, 1 1 1 1 '-3" I E I E a 10 I 1 1 1 Z , - I I 1 1 ) $I 1 1TGREAT ROO=O 12-8" ------- 46284 GUFT.0 ❑° II Q I t1 o :1 0 .d $ I 1 I; 1 N _ E ❑° ❑° i I .� � / / / I I I ❑ I \ I I I i i ID w I I � I \\\ �� `\ �, r��U�/ / <\ O O / , / I ❑ E411LT-IN I 1 1 ❑o ❑o ❑o I ICyi — �71 I .F / I i ❑o I I I --------------- BUILT-IN WALL O ANGLED CEILING ---�\ QetiU LOOR TO CL 1 1 '- o 3* W I~ i N I I 1 I 4'-9" 12'-10" 4'-9" 1 ----— — — — — — — — — I \\ aF ;� u <� O/ // O^ j I \\ DIRTY KITCHEN Q� I E 0 I I 11 T 1 \\ 1 I 2'- �2`#" I I I 10'-0' CEILING um I� I I I I 1' I 1 1 o o L ❑o I ❑o ❑0 8 I I ❑ ❑RACx L- - - - - - - - - - - - - - - J4A co I I , 5'61 I 1 ---- --------- ---------------I ❑O I I I --- RNY-1T--i ------------- RNY-1---- ze 4L L - J I 0 I ® 'dO ❑ I _ _WOPETO1 10'-0' CEI NCB -_= 1 1 I RN2' N-YLICs 2'I la RN2' i EXTERIOR c I� I o / ANGLED CEILING 1 I 1 ��\ s��0, E/� • ; "v/ i 10'-4' CEILING( I ` 104 F% I 1� I c I I I i � 15.51 CUFT. I I I I 1 \ 1 1 1� � Iap� I �------------------------------- 0----- ❑° N 1 .7 o I W o I A/V OS r I nI I r n I 0 I V- ��\ \•g" m/ / iv 2-4 I I I o 01 I , I // \\ I I I° I To 1'-4' C° 15'-7" E 13'-10" 14'-Im I/2' CEILING 5'_0" f% \\ I u I I 1 - / Q Ch - IL - ,I W . N / 1I \ oil I I I o I 1 -0 -4 N 13-5 �-� 1 1 uGNnNG 11'-0' lass wall ._ — — — — — — — — — — — — — — r_________, _ ------------------------- - ____—�C------------_ __ LIGHTING—__ MAIN \� 14'-1' SOFFIT 3/4' DDROP r� ------------- - ° ENTRY I I I 6'-7" "� �, % \ =10'-m' HEADER ------ -- —--------------------------- I M,�IN I I I 0 ❑O 1 0 r " �o PENETRATION �� / o • / / 10 CEILING 1 I _ --------------- POUJDE I 1 _' 21 -9" 10'-10" 4-8 / ® MID DEPTH O• / / 40d 0410 �I i II'-0' CE IN_G -' $" ❑° ❑° ❑° 0 0 /--------------------------------- O I WINE ROOM / / 1 - - - - - / _ - - - - - - JJ - "� II' 0' CEILING I L_' _ /p 2„ I u�PER A' fae_ _ ____________ I / \ I --- 10'-4' SOFFIT M I ?O CEFII', G --- V — — — — y-m' POCKET D ' �14 ELVESn COVERED AREA EAVE above [E) T ILET � ------- --------- 10'-O' CEILING - P8" O — — — — 7I , Ii l \� �, 1 ---------- PEN TO EXTERIOR 22 ro sl-ILvs BED ------ ------ I \ \ / / I ih /" J- � LOW CABINET 36' WT.--_-_----_- O Lu ----------------- //' O°/--------------- m� 0 1 I 4SOFFIT I I /v'�O roro $ I q I�\ -- ��I /' •Uw /' e'0" �,<(ex �/ 9 0`c�� '�7' FLAT RooF EavE above I �� 1 \ / 1 a I I r— -- --� I � I r------ F/</\ m' ---- ---------------------------------------J wl 1 i� I I I I I Izl I I I� a I I I I I I 0 1 ICI I I I - / S�/ p �\ `�\ �,----------------- `-\ �1 I// \\ 1 I o I I I I I I I I L / ---- TO y I I I ( I I I I // `�� 9'•/i OPEN �1 1 R) ql A� I I ICI I I -- 11' 5 CEILING ---r I l r - — — — — — — — I ' \\ 8' 1-1/2'1 UCT. PENETRATION // I \2`c \\ f / I W 1 I I ❑0 1 1 11 ❑0 1 Ul j/ \ \ \ 6" ®MID DEPTH / �+ /0 e fi�Q O ��`� % II I / J W 1 1 1 1 1 I 1 II'-6' SOFFIT CTYP.) I A,Qo 1 W O I I I ( I I I 1.50 CUFT. (TYP.) 1 Iu 771, o ❑ 2,_4„ 11 '-0' ° N I -- 1 110 -4' SOFFIT 0 1 / QC) fiFLR /CEI FLR / (LING FLR /CEILING LOW CABINET i O /0,•0 r` 1V- CAS I 1 I 0 •fib \ // / I j o KITCHEN FULL NT. CABIB 4TH 1 I cF/</yG 4�Pq / /a/ / / I I - - - - - ---- - - --- - NET- ----------- 0 1 10'-0' CEILII G I I 6'•17 II IjIIIII =e1I II ANGLED CEILING -CE-IL-NG----------� i T-mGLA55 WALL/ D16-152 CUI JCp - - - - II � I 38 I,� / / / �% / I III I I I _�-------- I 1 ❑O rr ® s m + �, / 2 / o I o 1 E 19 I o 4 -5 e \\ %� ,� \R/1/s, / / / COURTYARD ; I I I I �n cF`� °� ® / / / U� / OPEN TO SKY I I I I I 1 CASITA 1 I I SITTING 1 1 -m-�I - 11' , -1 1/2' CEILING 1 55.2 CUFT, u� � `� / ;g'4 � / ' O / I III I I I I I ❑ 1 � I 6$� O oIl I I I 1 0 o I 1 0 I _ 11 I \\`•�� / 3a�F2i \� / /' of O III I I I I I I ED ❑ IN I w ill I I 1 I I ------ wl ��_ II I I I 1 4'-9" 4'-9" I 1 I �I U w III I I I 3'-m pot dmdr WI 0❑11 1 1 01 _ I III I I I s',8 04 OI e w III I I I I 1 4'-10" <o der �1 o it I I I )------— — — — — — — — - ql III r I I \ I I ��<<v LLI II 11 14'-1" 1'-4 I IMTI ao ; _ p M I r_j 10'-0' SOFFIT O j N 10-m' HDR 3 6 M d dr no header I 3'-I' opening I 10'-0' SOFFIT 6A ' I T-4" I------ ---- ----� r------------N1 I CASITA ao I I LL I I I I I I BED #1 RN1' 1 I U- I I° CASITA I r� o I b I � o o I el I I -I 1 II'-0' CEILING 4 I I 0 I I 1� BED � 0 1 -- - - - - o--- I I 1 116.68 CUFT. O I I 1 I 11'-0' SOFFIT I 1 I N I 5 I 6, I 106Z CUFT. 1 El a a a a a I I I I 1 1 ° I a d d a a ❑ i 01 �' m 0 %9 %° ----_-- I II III I$ �� qo 5'-8' LOUWALL#1 777 r=-10" 1 97' WQ 6-4" 6 4" I I &I I I - I I 1 II I 1- ao I J I WI I I o 1O o I I I I I a E i 1 1 WI I I I o f ----I 1' RN�n 10'-�' CEILING I - - - - -- -- L I1 1 L--------- - RN1' e 1 OPEN TO EXTERIOR I j E E e l I 1 I , $ 10'-0' SOFFIT j FIRST FLOOR PLANL------------ i Im=m'NDR---- O 34'-1° r G'_9rr $ - (t�) --I SCALE 3/16"=1'-0' L-- J L--- 1° E Q V 1 0 I E ---J e DRESSIN A T � e 10'-0" #1 ' CEILING 3 L a - 440I* 10'-0' CEILING / e _ ��IIYI IIII� RESIDENTIAL SPRINKLER OooSTRUC70N TABLE / FIGURE - NFPA 13DD 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.) IAI IBI LOESS THAN T-0" On T-0' TO LOESS THAN T-6' 0" T-6' TO LESS THAN 2'-0" 1" 2'-0' TO LESS THAN 2'-6" 7 2'-6' TO LESS THAN 3'-0 1' 3'-0n TO LOESS THAN 33`6 3n 3`6' TO LOESS THAN 4-0 3' 4-0n TO LESS THAN 4'-6' 51 4'-6' TO LOESS THAN 5'-0' 7' 5'-0' TO LOESS THAN 5'-6" 7' 5-6' TO LOESS THAN 6-0" 7' 6'-0* TO LOESS THAN 6'-6" 9' 6'-6' TO LOESS THAN T-O' 11" T-00' TO LOESS THAN T-6 14' FIGURE: 8.2.5.3.2 SLOPED CEILING 'SACLG. �7 0A Bc z A B FIGURE 8.2.5.4.3 (a) : SPRINKLER POSITION TO AVOID OBSTRUCTION AGAINST WALLS j CLG, 0&ST V-1101N. B a r D A A> ID-81 + B D(30' HYDRAULICALLY CALCULATED THIS SYSTEM AS SHOWN ON ANDERSON RESIDENCE COMPANY PRINT NO.. 3 DATED 06109121 FOR FIRST FLOOR AT CASITA BED #1 CONTRACT IVO 13584 IS DESIGNED TO DISCHARGE AT A RATE OF uVa GPM (L/MIN) PER SO FT (M2) OF FLOOR AREA OVER A MAXIMUM AREA OF 512.0 (16X16) SOFT (M2) WHEN SUPPLIED WITH WATER AT THE RATE OF 31.1 GPM (L/MIN) AT 35..3 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 45.7 PSI HYDRAULICALLY CALCULATED SYSTEM THIS SYSTEM AS SHOWN ON ANDERSON RESIDENCE COMPANY PRINT NO.. 3 DATED 06109121 FOR FIRST FLOOR AT CASITA BATH #1 CONTRACT NO. 13584 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT 0) OF FLOOR AREA OVER A MAXIMUM AREA OF 400.0 (20X20) SOFT (MV WHEN SUPPLIED WITH WATER AT THE RATE OF 260 GPM (L/MIN) AT 42.0 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 51.3 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: MICHAEL JEHA CONSTRUCTION 3089 SANDSTONE RD. ALAMO, CA 94507 FRO,4ECT TEAM - PROJECT DESIGNER: RUBI G. R.F.S. 1st REVIEW: MAX 0. R.F.S. 2nd REVIEW: RUBEN H. PROJECT SUPERVISOR: MAX 0. FOR RESIDENTIAL FIRE USE ONLY DATED BACKGROUNDS; ARCH: 01.03.2020 CIVIL: NONE AVAILABLE INT. DECO.: NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC : NONE AVAILABLE MECH NONE AVAILABLE STRUCT : 06.11.2020 PLUMB: NONE AVAILABLE DELTA REVISIONS DATE 1 APPROVED PLANS 12/8/20 COMMENTS QRISER RELOCATION 04/14/21 QFIELD REVISIONS 06/09/21 LICENSE STAMP RESIDENTIAL FIRE SYSTEMS INC. _p c-A C-16 # 786965 EXP.11/30/22 SHEET TITLE: FIRST FL OOR FIRE 5FRINKLER PLAN JOB # DATE: 13584 07/20/2020 SCALE: SHEET: 3/16"=T—On 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 SECO, N-R'\%\\l\ Di FL 0 OR PLAN SCALE: 3/16'=1'-O' 1ST FLR. AREA: 8,365 sgft. 2ND FLR. AREA: 1,820 sgft. TOTAL AREA 10,185 sgft. GARAGE AREA: 1,500 sgft. LEGEND FIRE SPRINKLER SYMBOLS ( SEE PLANS FOR APPLIED TYPES) : O RESIDENTIAL FLAT CONCEALED ( ORDINARY TEMPERATURE) ® RESIDENTIAL RECESSED PENDENT ( INTERMEDIATE TEMPERATURE) PIPE TYPES ( SEE PLANS FOR APPLIED TYPES ) = INDICATES CPVC PIPE SYSTEM COMPONENTS ( SEE PLANS FOR APPLIED ITEMS) 14 FIRE SPRINKLER RISER MANIFOLD ( PER RISER DETAIL, SEE PLANS ) O DROP OR RISER BETWEEN FLOORS \ HANGER (STRAP) ® HYDRA ULIC NODE POINTS (IF CALCULATED SEE PLANS) INSPECTOR TEST OR AUXILIARY DRAIN (IF APPLICABLE SEE PLANS ) SR SMOKE RELA Y (IF APPLICABLE, INSTALLED BY OTHERS, SEE PLANS) ELECTRICAL BELL (IF APPLICABLE, INSTALLED BY OTHERS, SEE PLANS) 5YMDOL COPPER 5TEEL CPVC MANUFACTURER MODEL 5.I.N. TEMP. K-FACTOR ORIFICE N.P.T. FIN15H DESCRIPTION DENSITY Q 5 5ENJU 550.4(o4 550.4(o4 205° 4.9 1/I(" 1/2" WH 17E RE6, PLAT CONCEALED 0.05 12 B G 91 Cx 91 R 9 I�" 2" H11 C 5S E E T 127 : TOTAL RESODDE0AL SPRNKLER O STRUOTOON TABLE / EDOMRE - 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) LESS THAN T-0" __ ____..__..__.._.0' 1'-Ow TO LOESS THAN T-6" .. _ _.. _ __ _ _ _ _ 0' V-6" TO LOESS THAN 2'-O" _ 11 2'-0' TO LESS THAN 2'-6' _ ----- _ 1. 2'-6" TO LESS; THAN 3'-0' 1- 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 LESS THAN T-0' 11' T-0" TO LESS THAN T-6" 14' FIGURE: 8.2.5.3.2 SLOPED CEILING A A CLG. CD LB CD B .Z A B FIGURE 8.2.5.4.3 (a): SPRINKLER POSITION TO AVOID OBSTRUCTION AGAINST WALLS CLG. B U&STRUGT.ION a r D A A) (D-81 + B D(30' — aa,e,s G�YDRAULICAL LY CALCULATED SYSTEM THIS SYSTEM AS SHOWN ON ANDERSON RESIDENCE COMPANY PRINT NO.. 3 DATED 06109121 FOR SECOND FLOOR AT CASITA BED #4 CONTRACT N0. 13584 IS DESGVED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OF 512.0 (106) SOFT (M2) WHEN SUPPLIED WITH WATER AT THE RATE OF 32.0 GPM (L/MIN) AT 322 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 NIA INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC. REO. SOURCE PRESSURE 42.9 PSI MYDG AULICALL Y CALCULATED ATCD SYSTC�/I THIS SYSTEM AS SHOWN ON ANDERSON RESIDENCE COMPANY PRINT NO.. 3 DATED 06109121 FOR SECOND FLOOR AT CASITA BATH #3 CONTRACT N0. 13584 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (L/MIN) PER SO FT (MV OF FLOOR AREA OVER A MAXIMUM AREA OF 400.0 (20X20) SOFT. 0) WHEN SUPPLIED WITH WATER AT THE RATE OF 260 GPM (L/MIN) AT 37..3 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 SINGE FAMILY MAXIMUM STORAGE HEIGHT NIA INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC. REO. SOURCEPREM#f 466 PSI HYDRAULICALLY ICALL Y CALCULATED SYSTEM THIS SYSTEM AS SHOWN ON ANDERSON RESIDENCE COMPANY PRINT NO. 3 DATED 06109121 FOR SECOND FLOOR AT CASITA 51171NG ROOM CONTRACTNO. 13584 IS DESIGNED TO DISCHARGE AT A RATE OF 0.05 GPM (LIMIN) PER SO FT. (M2) OF FLOOR AREA OVER A MAXIMUM AREA OF 5120 (106) SOFT (M2) WHEN SUPPLIED WITH WATER AT THE RATE OF 31.0 GPM (L/MIN) AT 313 P81(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 SINGE FAMILY MAXIMUM STORAGE HEIGHT NIA INSTALLED BY RESIDENTIAL FIRE SYSTEMS INC 10 REO. SOURCE PRESSURE 41.8 PSI 26-0BUILDING LINE -----------------------L-------1-------------//—------------------------25'-0_'BUILDING LINE 20' 2*_2 24'-0 Irh'T-'4 igilox�! 29-W BUILDIN a FRi APPR PAD (99HA0) �.�41_ �411 I KITCHEN 11 GREAT ROOM ILFIREJI LOUNGE I (BAR BEYOND) SECTION 10 SCALE 1/8'4-0' SECTION 4- SCALE: 1/8'=1'-O' CASITA BED i �—CASffA SITTING AREA— I 2 CAR GARAGE I I MASTER CLOSETS I MASTER BATHS I MASTER BEDROOM _LINE 'LINE 116 IE BATH #1 CIE DES/GN AND /NSTALLA T/ON BY ,RESIDENTIAL r 're 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: MICHAEL JEHA CONSTRUCTION 3089 SANDSTONE RD. ALAMO, CA 94507 PROJECT DESIGNER: RUBI G R.F.S. 1st REVIEW: MAX 0. R.F.S. 2nd REVIEW: RUBEN H. PROJECT SUPERVISOR: MAX 0. FOR RESIDENTIAL FIRE USE ONLY « DATED BACKGROUNDS; ARCH: 01.03.2020 CIVIL: NONE AVAILABLE INT. DECO.: NONE AVAILABLE FIRE MASTER: NONE AVAILABLE ELEC : NONE AVAILABLE MECH ; NONE AVAILABLE STRUCT : 06.11.2020 PLUMB: NONE AVAILABLE DELTA REVISIONS DATE QAPPROVED PLANS 12/8/20 COMMENTS QRISER RELOCATION 04/14/ 21 QFIELD REVISIONS 06/09/21 A LICENSE STAMP r cioN cCIDENTIAL FIRE A YSTEMS INC. 10 c A C-16 # 786965 EXP.11/30/22 ®c C�\�o SHEET TITLE: SECOND FL OOR FIRE SECTION 13 SCALE 1/8'=1'-O' SPRINKLER PLAN/ SECTION JOB # I DATE: 13584 � 07/20/2020 SCALE: I SHEET 3/16"=1'—O" � FS-04 RESIDENTIAL FIRE SYSTEMS, INC. 8085 EAST CRYSTAL DRIVE ANAHEIM, CA. 92807 HYDRAULIC CALCULATIONS FOR ANDERSON RESIDENCE FIRST FLOOR 1HD CALC AT CASITA BATH #1 FILE NUMBER: 13584 DATE: JUN 9, 2021 -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: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 42.0 psi REQUIRED PRESSURE (@ SRC): 51.3 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: RCFD AND CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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 70.6 54.1 35.0 61.0 26.0 51.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 4.90 18.4 21.0 2 10.0 - - - - 20.5 - - - 3 10.0 - - - - 20.7 - - - 4 10.0 - - - - 21.4 - - - 5 10.0 - - - - 21.4 - - - 6 10.0 - - - - 21.8 - - - 6A 10.0 - - - - 21.8 - - - 7 10.0 - - - - 23.1 - - - 7A 10.0 - - - - 23.1 - - - 8 10.0 - - - - 24.6 - - - 9 10.0 - - - - 26.6 - - - 10 10.0 - - - - 28.4 - - - 11 10.0 - - - - 29.8 - - - 12 10.0 - - - - 31.8 - - - 13 10.0 - - - - 33.2 - - - 14 10.0 - - - - 31.4 - - - 15 10.0 - - - - 31.2 - - - 16 10.0 - - - - 31.2 - - - 17 10.0 - - - - 31.2 - - - 18 10.0 - - - - 31.1 - - - 19 10.0 - - - - 30.8 - - - 20 10.0 - - - - 31.4 - - - 21 10.0 - - - - 29.3 - - - 22 10.0 - - - - 24.8 - - - 23 20.0 - - - - 26.9 - - - 24 20.0 - - - - 26.9 - - - 25 20.0 - - - - 27.0 - - - 26 20.0 - - - - 27.0 - - - 27 20.0 - - - - 27.0 - - - 28 20.0 - - - - 27.0 - - - 29 20.0 - - - - 27.0 - - - 30 20.0 - - - - 27.0 - - - 31 20.0 - - - - 27.0 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 1ST FLR.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 20.0 - - - - 27.0 - - - 33 20.0 - - - - 27.0 - - - 33A 20.0 - - - - 27.0 - - - 34 20.0 - - - - 27.0 - - - 35 20.0 - - - - 27.0 - - - 36 20.0 - - - - 27.0 - - - 37 20.0 - - - - 27.0 - - - 38 20.0 - - - - 27.0 - - - TR 10.0 - - - - 33.6 - - - FS 5.0 - - - - 36.7 - - - FS1 5.0 - - - - 39.7 - - - BR 2.0 - - - - 42.0 - - - U1 2.0 HOSE STREAM 42.5 5.0 U2 -3.0 - - - - 44.8 - - - U3 -3.0 - - - - 45.8 - - - U4 -3.0 - - - - 49.8 - - - SRC -4.0 SOURCE 51.3 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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 -21.0 1.101 PL 14.00 PF 2.2 1 10.0 4.9 18.4 21.0 7.1 150 FTG 2ER PE 0.0 2 10.0 0.0 20.5 0.0 0.074 TL 29.00 PV Pipe: 2 -11.0 1.101 PL 2.25 PF 0.2 2 10.0 0.0 20.5 0.0 3.7 150 FTG T PE 0.0 3 10.0 0.0 20.7 0.0 0.023 TL 7.25 PV Pipe: 3 -11.0 1.101 PL 11.08 PF 0.7 3 10.0 0.0 20.7 0.0 3.7 150 FTG 2ET PE 0.0 4 10.0 0.0 21.4 0.0 0.023 TL 30.08 PV Pipe: 4 0.0 1.101 PL 2.08 PF 0.0 4 10.0 0.0 21.4 0.0 0.0 150 FTG ET PE 0.0 5 10.0 0.0 21.4 0.0 0.000 TL 14.08 PV Pipe: 5 -11.0 1.101 PL 4.08 PF 0.4 4 10.0 0.0 21.4 0.0 3.7 150 FTG 2ER PE 0.0 6 10.0 0.0 21.8 0.0 0.023 TL 19.08 PV Pipe: 6 0.0 1.101 PL 2.50 PF 0.0 6 10.0 0.0 21.8 0.0 0.0 150 FTG ET PE 0.0 6A 10.0 0.0 21.8 0.0 0.000 TL 14.50 PV Pipe: 7 -11.0 1.101 PL 30.08 PF 1.3 6 10.0 0.0 21.8 0.0 3.7 150 FTG 4F3E3R PE 0.0 7 10.0 0.0 23.1 0.0 0.023 TL 58.08 PV Pipe: 8 9.9 1.101 PL 70.00 PF 2.6 7 10.0 0.0 23.1 0.0 3.4 150 FTG 9F7E2TR PE 0.0 2 10.0 0.0 20.5 0.0 0.019 TL 139.00 PV Pipe: 9 0.0 1.101 PL 5.66 PF 0.0 7 10.0 0.0 23.1 0.0 0.0 150 FTG ER PE 0.0 7A 10.0 0.0 23.1 0.0 0.000 TL 13.66 PV Pipe: 10 -8.1 1.101 PL 59.00 PF 1.5 7 10.0 0.0 23.1 0.0 2.7 150 FTG 6F5E3TR PE 0.0 8 10.0 0.0 24.6 0.0 0.013 TL 116.00 PV Pipe: 11 -8.1 1.101 PL 78.00 PF 2.0 8 10.0 0.0 24.6 0.0 2.7 150 FTG 9F8E3TR PE 0.0 9 10.0 0.0 26.6 0.0 0.013 TL 159.00 PV Pipe: 12 -8.1 1.101 PL 79.00 PF 1.8 9 10.0 0.0 26.6 0.0 2.7 150 FTG 9F6ET7R PE 0.0 10 10.0 0.0 28.4 0.0 0.013 TL 142.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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 -8.1 1.101 PL 46.00 PF 1.3 10 10.0 0.0 28.4 0.0 2.7 150 FTG 6F6E2TR PE 0.0 11 10.0 0.0 29.8 0.0 0.013 TL 105.00 PV Pipe: 14 -8.1 1.101 PL 86.00 PF 2.1 11 10.0 0.0 29.8 0.0 2.7 150 FTG 9F8E2TR PE 0.0 12 10.0 0.0 31.8 0.0 0.013 TL 162.00 PV Pipe: 15 -8.1 1.101 PL 57.00 PF 1.4 12 10.0 0.0 31.8 0.0 2.7 150 FTG 6F4E3TR PE 0.0 13 10.0 0.0 33.2 0.0 0.013 TL 107.00 PV Pipe: 16 -21.0 1.394 PL 8.00 PF 0.4 13 10.0 0.0 33.2 0.0 4.4 150 FTG ER PE 0.0 TR 10.0 0.0 33.6 0.0 0.024 TL 17.00 PV Pipe: 17 12.9 1.101 PL 22.58 PF 1.8 13 10.0 0.0 33.2 0.0 4.4 150 FTG 2F4ETR PE 0.0 14 10.0 0.0 31.4 0.0 0.030 TL 58.58 PV Pipe: 18 3.1 1.101 PL 54.50 PF 0.2 14 10.0 0.0 31.4 0.0 1.1 150 FTG 6F5ET4R PE 0.0 15 10.0 0.0 31.2 0.0 0.002 TL 104.50 PV Pipe: 19 0.0 1.101 PL 24.33 PF 0.0 15 10.0 0.0 31.2 0.0 0.0 150 FTG 2F5ET2R PE 0.0 16 10.0 0.0 31.2 0.0 0.000 TL 68.33 PV Pipe: 20 -2.4 1.101 PL 1.00 PF 0.0 16 10.0 0.0 31.2 0.0 0.8 150 FTG T PE 0.0 17 10.0 0.0 31.2 0.0 0.001 TL 6.00 PV Pipe: 21 2.3 1.101 PL 25.50 PF 0.1 16 10.0 0.0 31.2 0.0 0.8 150 FTG 4F2E3R PE 0.0 18 10.0 0.0 31.1 0.0 0.001 TL 46.50 PV Pipe: 22 -3.2 1.101 PL 15.00 PF 0.1 18 10.0 0.0 31.1 0.0 1.1 150 FTG 2FE2R PE 0.0 15 10.0 0.0 31.2 0.0 0.002 TL 26.00 PV Pipe: 23 5.5 1.101 PL 22.25 PF 0.4 18 10.0 0.0 31.1 0.0 1.8 150 FTG 3F4ETR PE 0.0 19 10.0 0.0 30.8 0.0 0.006 TL 59.25 PV Pipe: 24 -7.4 1.101 PL 33.50 PF 0.6 19 10.0 0.0 30.8 0.0 2.5 150 FTG E2T6R PE 0.0 20 10.0 0.0 31.4 0.0 0.011 TL 56.50 PV Pipe: 25 -9.8 1.101 PL 1.00 PF 0.0 20 10.0 0.0 31.4 0.0 3.3 150 FTG R PE 0.0 14 10.0 0.0 31.4 0.0 0.018 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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: 26 12.9 1.101 PL 21.33 PF 1.5 19 10.0 0.0 30.8 0.0 4.4 150 FTG 3ETR PE 0.0 21 10.0 0.0 29.3 0.0 0.030 TL 48.33 PV Pipe: 27 12.9 1.101 PL 72.75 PF 4.5 21 10.0 0.0 29.3 0.0 4.4 150 FTG 9F8ET7R PE 0.0 22 10.0 0.0 24.8 0.0 0.030 TL 149.75 PV Pipe: 28 12.9 1.101 PL 30.75 PF 1.6 22 10.0 0.0 24.8 0.0 4.4 150 FTG 4FE2T2R PE 0.0 7 10.0 0.0 23.1 0.0 0.030 TL 53.75 PV Pipe: 29 -2.4 1.101 PL 10.00 PF 0.0 17 10.0 0.0 31.2 0.0 0.8 150 FTG 2E PE -4.3 23 20.0 0.0 26.9 0.0 0.001 TL 24.00 PV Pipe: 30 -2.4 1.101 PL 2.25 PF 0.0 23 20.0 0.0 26.9 0.0 0.8 150 FTG E PE 0.0 24 20.0 0.0 26.9 0.0 0.001 TL 9.25 PV Pipe: 31 -2.4 1.101 PL 30.58 PF 0.1 24 20.0 0.0 26.9 0.0 0.8 150 FTG 4FE5R PE 0.0 25 20.0 0.0 27.0 0.0 0.001 TL 46.58 PV Pipe: 32 -1.5 1.101 PL 28.42 PF 0.0 25 20.0 0.0 27.0 0.0 0.5 150 FTG 2ET4R PE 0.0 26 20.0 0.0 27.0 0.0 0.001 TL 51.42 PV Pipe: 33 -2.4 1.101 PL 6.33 PF 0.0 26 20.0 0.0 27.0 0.0 0.8 150 FTG F2T PE 0.0 27 20.0 0.0 27.0 0.0 0.001 TL 17.33 PV Pipe: 34 -2.4 1.101 PL 10.00 PF 0.0 27 20.0 0.0 27.0 0.0 0.8 150 FTG ET PE 4.3 20 10.0 0.0 31.4 0.0 0.001 TL 22.00 PV Pipe: 35 0.9 1.101 PL 5.00 PF 0.0 26 20.0 0.0 27.0 0.0 0.3 150 FTG ET PE 0.0 28 20.0 0.0 27.0 0.0 0.000 TL 17.00 PV Pipe: 36 0.0 1.101 PL 1.00 PF 0.0 28 20.0 0.0 27.0 0.0 0.0 150 FTG ER PE 0.0 29 20.0 0.0 27.0 0.0 0.000 TL 9.00 PV Pipe: 37 0.9 1.101 PL 16.16 PF 0.0 28 20.0 0.0 27.0 0.0 0.3 150 FTG 2E3R PE 0.0 30 20.0 0.0 27.0 0.0 0.000 TL 33.16 PV Pipe: 38 0.1 1.101 PL 23.00 PF 0.0 30 20.0 0.0 27.0 0.0 0.0 150 FTG 2FETR PE 0.0 31 20.0 0.0 27.0 0.0 0.000 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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: 39 0.0 1.101 PL 3.00 PF 0.0 31 20.0 0.0 27.0 0.0 0.0 150 FTG ET PE 0.0 32 20.0 0.0 27.0 0.0 0.000 TL 15.00 PV Pipe: 40 0.1 1.101 PL 28.66 PF 0.0 31 20.0 0.0 27.0 0.0 0.0 150 FTG 4F2ER PE 0.0 33 20.0 0.0 27.0 0.0 0.000 TL 47.66 PV Pipe: 41 0.0 1.101 PL 2.66 PF 0.0 33 20.0 0.0 27.0 0.0 0.0 150 FTG ET PE 0.0 33A 20.0 0.0 27.0 0.0 0.000 TL 14.66 PV Pipe: 42 0.1 1.101 PL 18.42 PF 0.0 33 20.0 0.0 27.0 0.0 0.0 150 FTG 2FE2R PE 0.0 34 20.0 0.0 27.0 0.0 0.000 TL 29.42 PV Pipe: 43 -0.7 1.101 PL 3.66 PF 0.0 34 20.0 0.0 27.0 0.0 0.2 150 FTG FR PE 0.0 30 20.0 0.0 27.0 0.0 0.000 TL 5.66 PV Pipe: 44 0.9 1.101 PL 20.00 PF 0.0 34 20.0 0.0 27.0 0.0 0.3 150 FTG 2F3ETR PE 0.0 35 20.0 0.0 27.0 0.0 0.000 TL 49.00 PV Pipe: 45 0.0 1.101 PL 14.08 PF 0.0 35 20.0 0.0 27.0 0.0 0.0 150 FTG 5ET PE 0.0 36 20.0 0.0 27.0 0.0 0.000 TL 54.08 PV Pipe: 46 0.9 1.101 PL 1.66 PF 0.0 35 20.0 0.0 27.0 0.0 0.3 150 FTG R PE 0.0 37 20.0 0.0 27.0 0.0 0.000 TL 2.66 PV Pipe: 47 0.0 1.101 PL 1.50 PF 0.0 37 20.0 0.0 27.0 0.0 0.0 150 FTG ET PE 0.0 38 20.0 0.0 27.0 0.0 0.000 TL 13.50 PV Pipe: 48 0.9 1.101 PL 23.00 PF 0.0 37 20.0 0.0 27.0 0.0 0.3 150 FTG 2FER PE 0.0 25 20.0 0.0 27.0 0.0 0.000 TL 33.00 PV Pipe: 100 -21.0 1.101 PL 5.00 PF 1.0 TR 10.0 0.0 33.6 0.0 7.1 150 FTG ER PE 2.2 FS 5.0 0.0 36.7 0.0 0.074 TL 13.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 39.7 0.0 3.0 psi, 21.0 gpm FS 5.0 0.0 36.7 0.0 Pipe: 102 -21.0 1.101 PL 4.00 PF 1.0 FS1 5.0 0.0 39.7 0.0 7.1 150 FTG RC PE 1.3 BR 2.0 0.0 42.0 0.0 0.074 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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 -21.0 1.055 PL 3.00 PF 0.5 BR 2.0 0.0 42.0 0.0 7.7 150 FTG E PE 0.0 U1 2.0 H.S. 42.5 5.0 0.092 TL 6.00 PV Pipe: 104 -26.0 1.985 PL 5.00 PF 0.1 U1 2.0 H.S. 42.5 5.0 2.7 150 FTG ET PE 2.2 U2 -3.0 0.0 44.8 0.0 0.006 TL 23.00 PV Pipe: 105 -26.0 2.003 PL 125.00 PF 0.9 U2 -3.0 0.0 44.8 0.0 2.6 150 FTG 3E PE 0.0 U3 -3.0 0.0 45.8 0.0 0.006 TL 158.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 49.8 0.0 4.0 psi, 26.0 gpm U3 -3.0 0.0 45.8 0.0 Pipe: 107 -26.0 1.481 PL 15.00 PF 1.1 U4 -3.0 0.0 49.8 0.0 4.8 150 FTG TX PE 0.4 SRC -4.0 SRCE 51.3 (N/A) 0.026 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R3 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 0.130 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 103. (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 59.47 psi with a flow of 28.25 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 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 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 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 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 1ST FLR.SDF JOB TITLE: 8 O Ln M 3 0 Ga H m I- C) Ln m N m Q0 H t-n U) o >1 r- a z � >i a +' w U" n w H 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 l f M N rl O c��czc�w aOxC4M M :)O wW aUn-H W pq SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 1ST FLR.SDF JOB TITLE: WATER SUPPLY CURVE 72+ * 66\ 0 60\ 54* <-54.1 psi @ 35 gpm I Flow Test Point X I P 48+ R E S S 42+ U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 51.30 psi @ 26.0 gpm " 6+ " 0 = Available Water Supply " I" 61.02 psi @ 26.0 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 ANDERSON RESIDENCE SECOND FLOOR 1HD CALC AT CASITA BATH #3 FILE NUMBER: 13584 DATE: JUN 9, 2021 -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: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 37.3 psi REQUIRED PRESSURE (@ SRC): 46.6 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: RCFD AND CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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 70.6 54.1 35.0 61.0 26.0 46.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 26.2 - - - 2 10.0 - - - - 26.2 - - - 3 10.0 - - - - 26.2 - - - 4 10.0 - - - - 26.2 - - - 5 10.0 - - - - 26.2 - - - 6 10.0 - - - - 26.2 - - - 6A 10.0 - - - - 26.2 - - - 7 10.0 - - - - 26.2 - - - 7A 10.0 - - - - 26.2 - - - 8 10.0 - - - - 26.5 - - - 9 10.0 - - - - 27.0 - - - 10 10.0 - - - - 27.4 - - - 11 10.0 - - - - 27.7 - - - 12 10.0 - - - - 28.2 - - - 13 10.0 - - - - 28.5 - - - 14 10.0 - - - - 25.5 - - - 15 10.0 - - - - 25.2 - - - 16 10.0 - - - - 25.0 - - - 17 10.0 - - - - 25.0 - - - 18 10.0 - - - - 25.2 - - - 19 10.0 - - - - 25.4 - - - 20 10.0 - - - - 25.4 - - - 21 10.0 - - - - 25.6 - - - 22 10.0 - - - - 26.0 - - - 23 20.0 - - - - 20.4 - - - 24 20.0 - - - - 20.3 - - - 25 20.0 - - - - 19.8 - - - 26 20.0 - - - - 19.8 - - - 27 20.0 - - - - 20.3 - - - 28 20.0 - - - - 19.0 - - - 29 20.0 K= 4.90 18.4 21.0 30 20.0 - - - - 19.2 - - - 31 20.0 - - - - 19.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND FLR.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 20.0 - - - - 19.3 - - - 33 20.0 - - - - 19.3 - - - 33A 20.0 - - - - 19.3 - - - 34 20.0 - - - - 19.3 - - - 35 20.0 - - - - 19.6 - - - 36 20.0 - - - - 19.6 - - - 37 20.0 - - - - 19.6 - - - 38 20.0 - - - - 19.6 - - - TR 10.0 - - - - 28.9 - - - FS 5.0 - - - - 32.1 - - - FS1 5.0 - - - - 35.1 - - - BR 2.0 - - - - 37.3 - - - U1 2.0 HOSE STREAM 37.9 5.0 U2 -3.0 - - - - 40.2 - - - U3 -3.0 - - - - 41.1 - - - U4 -3.0 - - - - 45.1 - - - SRC -4.0 SOURCE 46.6 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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 0.0 1.101 PL 14.00 PF 0.0 1 10.0 0.0 26.2 0.0 0.0 150 FTG 2ER PE 0.0 2 10.0 0.0 26.2 0.0 0.000 TL 29.00 PV Pipe: 2 0.0 1.101 PL 2.25 PF 0.0 2 10.0 0.0 26.2 0.0 0.0 150 FTG T PE 0.0 3 10.0 0.0 26.2 0.0 0.000 TL 7.25 PV Pipe: 3 0.0 1.101 PL 11.08 PF 0.0 3 10.0 0.0 26.2 0.0 0.0 150 FTG 2ET PE 0.0 4 10.0 0.0 26.2 0.0 0.000 TL 30.08 PV Pipe: 4 0.0 1.101 PL 2.08 PF 0.0 4 10.0 0.0 26.2 0.0 0.0 150 FTG ET PE 0.0 5 10.0 0.0 26.2 0.0 0.000 TL 14.08 PV Pipe: 5 0.0 1.101 PL 4.08 PF 0.0 4 10.0 0.0 26.2 0.0 0.0 150 FTG 2ER PE 0.0 6 10.0 0.0 26.2 0.0 0.000 TL 19.08 PV Pipe: 6 0.0 1.101 PL 2.50 PF 0.0 6 10.0 0.0 26.2 0.0 0.0 150 FTG ET PE 0.0 6A 10.0 0.0 26.2 0.0 0.000 TL 14.50 PV Pipe: 7 0.0 1.101 PL 30.08 PF 0.0 6 10.0 0.0 26.2 0.0 0.0 150 FTG 4F3E3R PE 0.0 7 10.0 0.0 26.2 0.0 0.000 TL 58.08 PV Pipe: 8 0.0 1.101 PL 70.00 PF 0.0 7 10.0 0.0 26.2 0.0 0.0 150 FTG 9F7E2TR PE 0.0 2 10.0 0.0 26.2 0.0 0.000 TL 139.00 PV Pipe: 9 0.0 1.101 PL 5.66 PF 0.0 7 10.0 0.0 26.2 0.0 0.0 150 FTG ER PE 0.0 7A 10.0 0.0 26.2 0.0 0.000 TL 13.66 PV Pipe: 10 -3.7 1.101 PL 59.00 PF 0.3 7 10.0 0.0 26.2 0.0 1.2 150 FTG 6F5E3TR PE 0.0 8 10.0 0.0 26.5 0.0 0.003 TL 116.00 PV Pipe: 11 -3.7 1.101 PL 78.00 PF 0.5 8 10.0 0.0 26.5 0.0 1.2 150 FTG 9F8E3TR PE 0.0 9 10.0 0.0 27.0 0.0 0.003 TL 159.00 PV Pipe: 12 -3.7 1.101 PL 79.00 PF 0.4 9 10.0 0.0 27.0 0.0 1.2 150 FTG 9F6ET7R PE 0.0 10 10.0 0.0 27.4 0.0 0.003 TL 142.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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 -3.7 1.101 PL 46.00 PF 0.3 10 10.0 0.0 27.4 0.0 1.2 150 FTG 6F6E2TR PE 0.0 11 10.0 0.0 27.7 0.0 0.003 TL 105.00 PV Pipe: 14 -3.7 1.101 PL 86.00 PF 0.5 11 10.0 0.0 27.7 0.0 1.2 150 FTG 9F8E2TR PE 0.0 12 10.0 0.0 28.2 0.0 0.003 TL 162.00 PV Pipe: 15 -3.7 1.101 PL 57.00 PF 0.3 12 10.0 0.0 28.2 0.0 1.2 150 FTG 6F4E3TR PE 0.0 13 10.0 0.0 28.5 0.0 0.003 TL 107.00 PV Pipe: 16 -21.0 1.394 PL 8.00 PF 0.4 13 10.0 0.0 28.5 0.0 4.4 150 FTG ER PE 0.0 TR 10.0 0.0 28.9 0.0 0.024 TL 17.00 PV Pipe: 17 17.3 1.101 PL 22.58 PF 3.0 13 10.0 0.0 28.5 0.0 5.8 150 FTG 2F4ETR PE 0.0 14 10.0 0.0 25.5 0.0 0.052 TL 58.58 PV Pipe: 18 3.4 1.101 PL 54.50 PF 0.3 14 10.0 0.0 25.5 0.0 1.1 150 FTG 6F5ET4R PE 0.0 15 10.0 0.0 25.2 0.0 0.003 TL 104.50 PV Pipe: 19 3.3 1.101 PL 24.33 PF 0.2 15 10.0 0.0 25.2 0.0 1.1 150 FTG 2F5ET2R PE 0.0 16 10.0 0.0 25.0 0.0 0.002 TL 68.33 PV Pipe: 20 7.3 1.101 PL 1.00 PF 0.1 16 10.0 0.0 25.0 0.0 2.5 150 FTG T PE 0.0 17 10.0 0.0 25.0 0.0 0.011 TL 6.00 PV Pipe: 21 -4.1 1.101 PL 25.50 PF 0.2 16 10.0 0.0 25.0 0.0 1.4 150 FTG 4F2E3R PE 0.0 18 10.0 0.0 25.2 0.0 0.004 TL 46.50 PV Pipe: 22 -0.1 1.101 PL 15.00 PF 0.0 18 10.0 0.0 25.2 0.0 0.0 150 FTG 2FE2R PE 0.0 15 10.0 0.0 25.2 0.0 0.000 TL 26.00 PV Pipe: 23 -3.9 1.101 PL 22.25 PF 0.2 18 10.0 0.0 25.2 0.0 1.3 150 FTG 3F4ETR PE 0.0 19 10.0 0.0 25.4 0.0 0.003 TL 59.25 PV Pipe: 24 -0.2 1.101 PL 33.50 PF 0.0 19 10.0 0.0 25.4 0.0 0.1 150 FTG E2T6R PE 0.0 20 10.0 0.0 25.4 0.0 0.000 TL 56.50 PV Pipe: 25 -13.9 1.101 PL 1.00 PF 0.1 20 10.0 0.0 25.4 0.0 4.7 150 FTG R PE 0.0 14 10.0 0.0 25.5 0.0 0.035 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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: 26 -3.7 1.101 PL 21.33 PF 0.1 19 10.0 0.0 25.4 0.0 1.2 150 FTG 3ETR PE 0.0 21 10.0 0.0 25.6 0.0 0.003 TL 48.33 PV Pipe: 27 -3.7 1.101 PL 72.75 PF 0.4 21 10.0 0.0 25.6 0.0 1.2 150 FTG 9F8ET7R PE 0.0 22 10.0 0.0 26.0 0.0 0.003 TL 149.75 PV Pipe: 28 -3.7 1.101 PL 30.75 PF 0.2 22 10.0 0.0 26.0 0.0 1.2 150 FTG 4FE2T2R PE 0.0 7 10.0 0.0 26.2 0.0 0.003 TL 53.75 PV Pipe: 29 7.3 1.101 PL 10.00 PF 0.3 17 10.0 0.0 25.0 0.0 2.5 150 FTG 2E PE -4.3 23 20.0 0.0 20.4 0.0 0.011 TL 24.00 PV Pipe: 30 7.3 1.101 PL 2.25 PF 0.1 23 20.0 0.0 20.4 0.0 2.5 150 FTG E PE 0.0 24 20.0 0.0 20.3 0.0 0.011 TL 9.25 PV Pipe: 31 7.3 1.101 PL 30.58 PF 0.5 24 20.0 0.0 20.3 0.0 2.5 150 FTG 4FE5R PE 0.0 25 20.0 0.0 19.8 0.0 0.011 TL 46.58 PV Pipe: 32 1.8 1.101 PL 28.42 PF 0.0 25 20.0 0.0 19.8 0.0 0.6 150 FTG 2ET4R PE 0.0 26 20.0 0.0 19.8 0.0 0.001 TL 51.42 PV Pipe: 33 -13.7 1.101 PL 6.33 PF 0.6 26 20.0 0.0 19.8 0.0 4.6 150 FTG F2T PE 0.0 27 20.0 0.0 20.3 0.0 0.034 TL 17.33 PV Pipe: 34 -13.7 1.101 PL 10.00 PF 0.7 27 20.0 0.0 20.3 0.0 4.6 150 FTG ET PE 4.3 20 10.0 0.0 25.4 0.0 0.034 TL 22.00 PV Pipe: 35 15.5 1.101 PL 5.00 PF 0.7 26 20.0 0.0 19.8 0.0 5.2 150 FTG ET PE 0.0 28 20.0 0.0 19.0 0.0 0.042 TL 17.00 PV Pipe: 36 21.0 1.101 PL 1.00 PF 0.7 28 20.0 0.0 19.0 0.0 7.1 150 FTG ER PE 0.0 29 20.0 4.9 18.4 21.0 0.074 TL 9.00 PV Pipe: 37 -5.5 1.101 PL 16.16 PF 0.2 28 20.0 0.0 19.0 0.0 1.9 150 FTG 2E3R PE 0.0 30 20.0 0.0 19.2 0.0 0.006 TL 33.16 PV Pipe: 38 -0.9 1.101 PL 23.00 PF 0.0 30 20.0 0.0 19.2 0.0 0.3 150 FTG 2FETR PE 0.0 31 20.0 0.0 19.3 0.0 0.000 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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: 39 0.0 1.101 PL 3.00 PF 0.0 31 20.0 0.0 19.3 0.0 0.0 150 FTG ET PE 0.0 32 20.0 0.0 19.3 0.0 0.000 TL 15.00 PV Pipe: 40 -0.9 1.101 PL 28.66 PF 0.0 31 20.0 0.0 19.3 0.0 0.3 150 FTG 4F2ER PE 0.0 33 20.0 0.0 19.3 0.0 0.000 TL 47.66 PV Pipe: 41 0.0 1.101 PL 2.66 PF 0.0 33 20.0 0.0 19.3 0.0 0.0 150 FTG ET PE 0.0 33A 20.0 0.0 19.3 0.0 0.000 TL 14.66 PV Pipe: 42 -0.9 1.101 PL 18.42 PF 0.0 33 20.0 0.0 19.3 0.0 0.3 150 FTG 2FE2R PE 0.0 34 20.0 0.0 19.3 0.0 0.000 TL 29.42 PV Pipe: 43 4.6 1.101 PL 3.66 PF 0.0 34 20.0 0.0 19.3 0.0 1.6 150 FTG FR PE 0.0 30 20.0 0.0 19.2 0.0 0.004 TL 5.66 PV Pipe: 44 -5.5 1.101 PL 20.00 PF 0.3 34 20.0 0.0 19.3 0.0 1.9 150 FTG 2F3ETR PE 0.0 35 20.0 0.0 19.6 0.0 0.006 TL 49.00 PV Pipe: 45 0.0 1.101 PL 14.08 PF 0.0 35 20.0 0.0 19.6 0.0 0.0 150 FTG 5ET PE 0.0 36 20.0 0.0 19.6 0.0 0.000 TL 54.08 PV Pipe: 46 -5.5 1.101 PL 1.66 PF 0.0 35 20.0 0.0 19.6 0.0 1.9 150 FTG R PE 0.0 37 20.0 0.0 19.6 0.0 0.006 TL 2.66 PV Pipe: 47 0.0 1.101 PL 1.50 PF 0.0 37 20.0 0.0 19.6 0.0 0.0 150 FTG ET PE 0.0 38 20.0 0.0 19.6 0.0 0.000 TL 13.50 PV Pipe: 48 -5.5 1.101 PL 23.00 PF 0.2 37 20.0 0.0 19.6 0.0 1.9 150 FTG 2FER PE 0.0 25 20.0 0.0 19.8 0.0 0.006 TL 33.00 PV Pipe: 100 -21.0 1.101 PL 5.00 PF 1.0 TR 10.0 0.0 28.9 0.0 7.1 150 FTG ER PE 2.2 FS 5.0 0.0 32.1 0.0 0.074 TL 13.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 35.1 0.0 3.0 psi, 21.0 gpm FS 5.0 0.0 32.1 0.0 Pipe: 102 -21.0 1.101 PL 4.00 PF 1.0 FS1 5.0 0.0 35.1 0.0 7.1 150 FTG RC PE 1.3 BR 2.0 0.0 37.3 0.0 0.074 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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 -21.0 1.055 PL 3.00 PF 0.5 BR 2.0 0.0 37.3 0.0 7.7 150 FTG E PE 0.0 U1 2.0 H.S. 37.9 5.0 0.092 TL 6.00 PV Pipe: 104 -26.0 1.985 PL 5.00 PF 0.1 U1 2.0 H.S. 37.9 5.0 2.7 150 FTG ET PE 2.2 U2 -3.0 0.0 40.2 0.0 0.006 TL 23.00 PV Pipe: 105 -26.0 2.003 PL 125.00 PF 0.9 U2 -3.0 0.0 40.2 0.0 2.6 150 FTG 3E PE 0.0 U3 -3.0 0.0 41.1 0.0 0.006 TL 158.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 45.1 0.0 4.0 psi, 26.0 gpm U3 -3.0 0.0 41.1 0.0 Pipe: 107 -26.0 1.481 PL 15.00 PF 1.1 U4 -3.0 0.0 45.1 0.0 4.8 150 FTG TX PE 0.4 SRC -4.0 SRCE 46.6 (N/A) 0.026 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R3 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 0.001 gpm and a maximum imbalance at any node of 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 7.7 ft/sec at pipe 103. (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 58.18 psi with a flow of 29.97 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND 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 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 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 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND FLR.SDF JOB TITLE: 8 O Ln M 3 0 Ga H m I- C) Ln m N m Q0 H t-n U) o >1 r- a z � >i a +' w U" n w H 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 l f M N rl O c��czc�w aOxC4M M :)O wW aUn-H W m SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\1HD - 2ND FLR.SDF JOB TITLE: WATER SUPPLY CURVE 72+ * 66\ 0 60\ 54* <-54.1 psi @ 35 gpm I Flow Test Point I P 48+ R X E S S 42+ U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 46.64 psi @ 26.0 gpm " 6+ " 0 = Available Water Supply " I" 61.03 psi @ 26.0 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 ANDERSON RESIDENCE FIRST FLOOR 2HD CALC AT CASITA BED #1 FILE NUMBER: 13584 DATE: JUN 9, 2021 -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 @ 35.3 psi REQUIRED PRESSURE (@ SRC): 45.7 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: RCFD AND CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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 70.6 54.1 35.0 57.3 31.1 45.7 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 10.0 - - - - 8.1 - - - 2 10.0 - - - - 8.1 - - - 3 10.0 - - - - 8.0 - - - 4 10.0 - - - - 7.5 - - - 5 10.0 K= 4.90 7.0 13.0 6 10.0 - - - - 7.5 - - - 6A 10.0 K= 4.90 7.1 13.0 7 10.0 - - - - 10.4 - - - 7A 10.0 - - - - 10.4 - - - 8 10.0 - - - - 12.6 - - - 9 10.0 - - - - 15.6 - - - 10 10.0 - - - - 18.3 - - - 11 10.0 - - - - 20.3 - - - 12 10.0 - - - - 23.3 - - - 13 10.0 - - - - 25.3 - - - 14 10.0 - - - - 22.7 - - - 15 10.0 - - - - 22.4 - - - 16 10.0 - - - - 22.4 - - - 17 10.0 - - - - 22.4 - - - 18 10.0 - - - - 22.3 - - - 19 10.0 - - - - 21.7 - - - 20 10.0 - - - - 22.7 - - - 21 10.0 - - - - 19.6 - - - 22 10.0 - - - - 12.8 - - - 23 20.0 - - - - 18.1 - - - 24 20.0 - - - - 18.1 - - - 25 20.0 - - - - 18.2 - - - 26 20.0 - - - - 18.2 - - - 27 20.0 - - - - 18.3 - - - 28 20.0 - - - - 18.2 - - - 29 20.0 - - - - 18.2 - - - 30 20.0 - - - - 18.2 - - - 31 20.0 - - - - 18.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 1ST FLR.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 20.0 - - - - 18.2 - - - 33 20.0 - - - - 18.2 - - - 33A 20.0 - - - - 18.2 - - - 34 20.0 - - - - 18.2 - - - 35 20.0 - - - - 18.2 - - - 36 20.0 - - - - 18.2 - - - 37 20.0 - - - - 18.2 - - - 38 20.0 - - - - 18.2 - - - TR 10.0 - - - - 25.9 - - - FS 5.0 - - - - 29.6 - - - FS1 5.0 - - - - 32.6 - - - BR 2.0 - - - - 35.3 - - - U1 2.0 HOSE STREAM 36.1 5.0 U2 -3.0 - - - - 38.5 - - - U3 -3.0 - - - - 39.8 - - - U4 -3.0 - - - - 43.8 - - - SRC -4.0 SOURCE 45.7 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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 0.0 1.101 PL 14.00 PF 0.0 1 10.0 0.0 8.1 0.0 0.0 150 FTG 2ER PE 0.0 2 10.0 0.0 8.1 0.0 0.000 TL 29.00 PV Pipe: 2 9.3 1.101 PL 2.25 PF 0.1 2 10.0 0.0 8.1 0.0 3.1 150 FTG T PE 0.0 3 10.0 0.0 8.0 0.0 0.016 TL 7.25 PV Pipe: 3 9.3 1.101 PL 11.08 PF 0.5 3 10.0 0.0 8.0 0.0 3.1 150 FTG 2ET PE 0.0 4 10.0 0.0 7.5 0.0 0.016 TL 30.08 PV Pipe: 4 13.0 1.101 PL 2.08 PF 0.4 4 10.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 5 10.0 4.9 7.0 13.0 0.031 TL 14.08 PV Pipe: 5 -3.7 1.101 PL 4.08 PF 0.1 4 10.0 0.0 7.5 0.0 1.3 150 FTG 2ER PE 0.0 6 10.0 0.0 7.5 0.0 0.003 TL 19.08 PV Pipe: 6 13.0 1.101 PL 2.50 PF 0.4 6 10.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 6A 10.0 4.9 7.1 13.0 0.031 TL 14.50 PV Pipe: 7 -16.7 1.101 PL 30.08 PF 2.8 6 10.0 0.0 7.5 0.0 5.6 150 FTG 4F3E3R PE 0.0 7 10.0 0.0 10.4 0.0 0.049 TL 58.08 PV Pipe: 8 9.3 1.101 PL 70.00 PF 2.3 7 10.0 0.0 10.4 0.0 3.1 150 FTG 9F7E2TR PE 0.0 2 10.0 0.0 8.1 0.0 0.016 TL 139.00 PV Pipe: 9 0.0 1.101 PL 5.66 PF 0.0 7 10.0 0.0 10.4 0.0 0.0 150 FTG ER PE 0.0 7A 10.0 0.0 10.4 0.0 0.000 TL 13.66 PV Pipe: 10 -10.0 1.101 PL 59.00 PF 2.2 7 10.0 0.0 10.4 0.0 3.4 150 FTG 6F5E3TR PE 0.0 8 10.0 0.0 12.6 0.0 0.019 TL 116.00 PV Pipe: 11 -10.0 1.101 PL 78.00 PF 3.0 8 10.0 0.0 12.6 0.0 3.4 150 FTG 9F8E3TR PE 0.0 9 10.0 0.0 15.6 0.0 0.019 TL 159.00 PV Pipe: 12 -10.0 1.101 PL 79.00 PF 2.7 9 10.0 0.0 15.6 0.0 3.4 150 FTG 9F6ET7R PE 0.0 10 10.0 0.0 18.3 0.0 0.019 TL 142.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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 -10.0 1.101 PL 46.00 PF 2.0 10 10.0 0.0 18.3 0.0 3.4 150 FTG 6F6E2TR PE 0.0 11 10.0 0.0 20.3 0.0 0.019 TL 105.00 PV Pipe: 14 -10.0 1.101 PL 86.00 PF 3.1 11 10.0 0.0 20.3 0.0 3.4 150 FTG 9F8E2TR PE 0.0 12 10.0 0.0 23.3 0.0 0.019 TL 162.00 PV Pipe: 15 -10.0 1.101 PL 57.00 PF 2.0 12 10.0 0.0 23.3 0.0 3.4 150 FTG 6F4E3TR PE 0.0 13 10.0 0.0 25.3 0.0 0.019 TL 107.00 PV Pipe: 16 -26.0 1.394 PL 8.00 PF 0.6 13 10.0 0.0 25.3 0.0 5.5 150 FTG ER PE 0.0 TR 10.0 0.0 25.9 0.0 0.035 TL 17.00 PV Pipe: 17 16.0 1.101 PL 22.58 PF 2.6 13 10.0 0.0 25.3 0.0 5.4 150 FTG 2F4ETR PE 0.0 14 10.0 0.0 22.7 0.0 0.045 TL 58.58 PV Pipe: 18 3.9 1.101 PL 54.50 PF 0.3 14 10.0 0.0 22.7 0.0 1.3 150 FTG 6F5ET4R PE 0.0 15 10.0 0.0 22.4 0.0 0.003 TL 104.50 PV Pipe: 19 -0.1 1.101 PL 24.33 PF 0.0 15 10.0 0.0 22.4 0.0 0.0 150 FTG 2F5ET2R PE 0.0 16 10.0 0.0 22.4 0.0 0.000 TL 68.33 PV Pipe: 20 -2.9 1.101 PL 1.00 PF 0.0 16 10.0 0.0 22.4 0.0 1.0 150 FTG T PE 0.0 17 10.0 0.0 22.4 0.0 0.002 TL 6.00 PV Pipe: 21 2.9 1.101 PL 25.50 PF 0.1 16 10.0 0.0 22.4 0.0 1.0 150 FTG 4F2E3R PE 0.0 18 10.0 0.0 22.3 0.0 0.002 TL 46.50 PV Pipe: 22 -3.9 1.101 PL 15.00 PF 0.1 18 10.0 0.0 22.3 0.0 1.3 150 FTG 2FE2R PE 0.0 15 10.0 0.0 22.4 0.0 0.003 TL 26.00 PV Pipe: 23 6.8 1.101 PL 22.25 PF 0.5 18 10.0 0.0 22.3 0.0 2.3 150 FTG 3F4ETR PE 0.0 19 10.0 0.0 21.7 0.0 0.009 TL 59.25 PV Pipe: 24 -9.2 1.101 PL 33.50 PF 0.9 19 10.0 0.0 21.7 0.0 3.1 150 FTG E2T6R PE 0.0 20 10.0 0.0 22.7 0.0 0.016 TL 56.50 PV Pipe: 25 -12.2 1.101 PL 1.00 PF 0.1 20 10.0 0.0 22.7 0.0 4.1 150 FTG R PE 0.0 14 10.0 0.0 22.7 0.0 0.027 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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: 26 16.0 1.101 PL 21.33 PF 2.2 19 10.0 0.0 21.7 0.0 5.4 150 FTG 3ETR PE 0.0 21 10.0 0.0 19.6 0.0 0.045 TL 48.33 PV Pipe: 27 16.0 1.101 PL 72.75 PF 6.8 21 10.0 0.0 19.6 0.0 5.4 150 FTG 9F8ET7R PE 0.0 22 10.0 0.0 12.8 0.0 0.045 TL 149.75 PV Pipe: 28 16.0 1.101 PL 30.75 PF 2.4 22 10.0 0.0 12.8 0.0 5.4 150 FTG 4FE2T2R PE 0.0 7 10.0 0.0 10.4 0.0 0.045 TL 53.75 PV Pipe: 29 -2.9 1.101 PL 10.00 PF 0.0 17 10.0 0.0 22.4 0.0 1.0 150 FTG 2E PE -4.3 23 20.0 0.0 18.1 0.0 0.002 TL 24.00 PV Pipe: 30 -2.9 1.101 PL 2.25 PF 0.0 23 20.0 0.0 18.1 0.0 1.0 150 FTG E PE 0.0 24 20.0 0.0 18.1 0.0 0.002 TL 9.25 PV Pipe: 31 -2.9 1.101 PL 30.58 PF 0.1 24 20.0 0.0 18.1 0.0 1.0 150 FTG 4FE5R PE 0.0 25 20.0 0.0 18.2 0.0 0.002 TL 46.58 PV Pipe: 32 -1.8 1.101 PL 28.42 PF 0.0 25 20.0 0.0 18.2 0.0 0.6 150 FTG 2ET4R PE 0.0 26 20.0 0.0 18.2 0.0 0.001 TL 51.42 PV Pipe: 33 -2.9 1.101 PL 6.33 PF 0.0 26 20.0 0.0 18.2 0.0 1.0 150 FTG F2T PE 0.0 27 20.0 0.0 18.3 0.0 0.002 TL 17.33 PV Pipe: 34 -2.9 1.101 PL 10.00 PF 0.0 27 20.0 0.0 18.3 0.0 1.0 150 FTG ET PE 4.3 20 10.0 0.0 22.7 0.0 0.002 TL 22.00 PV Pipe: 35 1.1 1.101 PL 5.00 PF 0.0 26 20.0 0.0 18.2 0.0 0.4 150 FTG ET PE 0.0 28 20.0 0.0 18.2 0.0 0.000 TL 17.00 PV Pipe: 36 0.0 1.101 PL 1.00 PF 0.0 28 20.0 0.0 18.2 0.0 0.0 150 FTG ER PE 0.0 29 20.0 0.0 18.2 0.0 0.000 TL 9.00 PV Pipe: 37 1.1 1.101 PL 16.16 PF 0.0 28 20.0 0.0 18.2 0.0 0.4 150 FTG 2E3R PE 0.0 30 20.0 0.0 18.2 0.0 0.000 TL 33.16 PV Pipe: 38 0.2 1.101 PL 23.00 PF 0.0 30 20.0 0.0 18.2 0.0 0.1 150 FTG 2FETR PE 0.0 31 20.0 0.0 18.2 0.0 0.000 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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: 39 0.0 1.101 PL 3.00 PF 0.0 31 20.0 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0 32 20.0 0.0 18.2 0.0 0.000 TL 15.00 PV Pipe: 40 0.2 1.101 PL 28.66 PF 0.0 31 20.0 0.0 18.2 0.0 0.1 150 FTG 4F2ER PE 0.0 33 20.0 0.0 18.2 0.0 0.000 TL 47.66 PV Pipe: 41 0.0 1.101 PL 2.66 PF 0.0 33 20.0 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0 33A 20.0 0.0 18.2 0.0 0.000 TL 14.66 PV Pipe: 42 0.2 1.101 PL 18.42 PF 0.0 33 20.0 0.0 18.2 0.0 0.1 150 FTG 2FE2R PE 0.0 34 20.0 0.0 18.2 0.0 0.000 TL 29.42 PV Pipe: 43 -0.9 1.101 PL 3.66 PF 0.0 34 20.0 0.0 18.2 0.0 0.3 150 FTG FR PE 0.0 30 20.0 0.0 18.2 0.0 0.000 TL 5.66 PV Pipe: 44 1.1 1.101 PL 20.00 PF 0.0 34 20.0 0.0 18.2 0.0 0.4 150 FTG 2F3ETR PE 0.0 35 20.0 0.0 18.2 0.0 0.000 TL 49.00 PV Pipe: 45 0.0 1.101 PL 14.08 PF 0.0 35 20.0 0.0 18.2 0.0 0.0 150 FTG 5ET PE 0.0 36 20.0 0.0 18.2 0.0 0.000 TL 54.08 PV Pipe: 46 1.1 1.101 PL 1.66 PF 0.0 35 20.0 0.0 18.2 0.0 0.4 150 FTG R PE 0.0 37 20.0 0.0 18.2 0.0 0.000 TL 2.66 PV Pipe: 47 0.0 1.101 PL 1.50 PF 0.0 37 20.0 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0 38 20.0 0.0 18.2 0.0 0.000 TL 13.50 PV Pipe: 48 1.1 1.101 PL 23.00 PF 0.0 37 20.0 0.0 18.2 0.0 0.4 150 FTG 2FER PE 0.0 25 20.0 0.0 18.2 0.0 0.000 TL 33.00 PV Pipe: 100 -26.0 1.101 PL 5.00 PF 1.4 TR 10.0 0.0 25.9 0.0 8.8 150 FTG ER PE 2.2 FS 5.0 0.0 29.6 0.0 0.111 TL 13.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 32.6 0.0 3.0 psi, 26.0 gpm FS 5.0 0.0 29.6 0.0 Pipe: 102 -26.0 1.101 PL 4.00 PF 1.4 FS1 5.0 0.0 32.6 0.0 8.8 150 FTG RC PE 1.3 BR 2.0 0.0 35.3 0.0 0.111 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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 -26.0 1.055 PL 3.00 PF 0.8 BR 2.0 0.0 35.3 0.0 9.6 150 FTG E PE 0.0 U1 2.0 H.S. 36.1 5.0 0.136 TL 6.00 PV Pipe: 104 -31.0 1.985 PL 5.00 PF 0.2 U1 2.0 H.S. 36.1 5.0 3.2 150 FTG ET PE 2.2 U2 -3.0 0.0 38.5 0.0 0.009 TL 23.00 PV Pipe: 105 -31.0 2.003 PL 125.00 PF 1.3 U2 -3.0 0.0 38.5 0.0 3.2 150 FTG 3E PE 0.0 U3 -3.0 0.0 39.8 0.0 0.008 TL 158.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 43.8 0.0 4.0 psi, 31.0 gpm U3 -3.0 0.0 39.8 0.0 Pipe: 107 -31.1 1.481 PL 15.00 PF 1.5 U4 -3.0 0.0 43.8 0.0 5.8 150 FTG TX PE 0.4 SRC -4.0 SRCE 45.7 (N/A) 0.036 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R3 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 0.002 gpm and a maximum imbalance at any node of 0.114 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.6 ft/sec at pipe 103. (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 54.43 psi with a flow of 34.58 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\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 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 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 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 1ST FLR.SDF JOB TITLE: 8 O Ln M 3 0 Ga H m I- C) Ln m N m Q0 H t-n U) o >1 r- a z � >i a +' w U" n w H 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 l f M N rl O c��czc�w aOxC4M M :)O wW aUn-H W pq SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 1ST FLR.SDF JOB TITLE: WATER SUPPLY CURVE 72+ * 66\ 60\ 0 54* <-54.1 psi @ 35 gpm I Flow Test Point I P 48+ R I E X S I S 42+ U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 45.71 psi @ 31.1 gpm " 6+ " 0 = Available Water Supply " I" 57.33 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 ANDERSON RESIDENCE SECOND FLOOR 2HD CALC AT CASITA SITTING ROOM FILE NUMBER: 13584 DATE: JUN 9, 2021 -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): 31.0 gpm FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 31.3 psi REQUIRED PRESSURE (@ SRC): 41.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: RCFD AND CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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 70.6 54.1 35.0 57.4 31.0 41.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 17.9 - - - 2 10.0 - - - - 17.9 - - - 3 10.0 - - - - 17.9 - - - 4 10.0 - - - - 17.9 - - - 5 10.0 - - - - 17.9 - - - 6 10.0 - - - - 17.9 - - - 6A 10.0 - - - - 17.9 - - - 7 10.0 - - - - 17.9 - - - 7A 10.0 - - - - 17.9 - - - 8 10.0 - - - - 18.4 - - - 9 10.0 - - - - 19.1 - - - 10 10.0 - - - - 19.7 - - - 11 10.0 - - - - 20.2 - - - 12 10.0 - - - - 20.9 - - - 13 10.0 - - - - 21.4 - - - 14 10.0 - - - - 16.9 - - - 15 10.0 - - - - 16.5 - - - 16 10.0 - - - - 16.2 - - - 17 10.0 - - - - 16.1 - - - 18 10.0 - - - - 16.5 - - - 19 10.0 - - - - 16.8 - - - 20 10.0 - - - - 16.8 - - - 21 10.0 - - - - 17.0 - - - 22 10.0 - - - - 17.6 - - - 23 20.0 - - - - 11.4 - - - 24 20.0 - - - - 11.2 - - - 25 20.0 - - - - 10.5 - - - 26 20.0 - - - - 10.5 - - - 27 20.0 - - - - 11.4 - - - 28 20.0 - - - - 9.8 - - - 29 20.0 - - - - 9.8 - - - 30 20.0 - - - - 8.5 - - - 31 20.0 - - - - 7.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 20.0 K= 4.90 7.0 13.0 33 20.0 - - - - 7.5 - - - 33A 20.0 K= 4.90 7.1 13.0 34 20.0 - - - - 8.5 - - - 35 20.0 - - - - 9.6 - - - 36 20.0 - - - - 9.6 - - - 37 20.0 - - - - 9.7 - - - 38 20.0 - - - - 9.7 - - - TR 10.0 - - - - 22.0 - - - FS 5.0 - - - - 25.6 - - - FS1 5.0 - - - - 28.6 - - - BR 2.0 - - - - 31.3 - - - U1 2.0 HOSE STREAM 32.2 5.0 U2 -3.0 - - - - 34.5 - - - U3 -3.0 - - - - 35.8 - - - U4 -3.0 - - - - 39.8 - - - SRC -4.0 SOURCE 41.8 31.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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 14.00 PF 0.0 1 10.0 0.0 17.9 0.0 0.0 150 FTG 2ER PE 0.0 2 10.0 0.0 17.9 0.0 0.000 TL 29.00 PV Pipe: 2 0.0 1.101 PL 2.25 PF 0.0 2 10.0 0.0 17.9 0.0 0.0 150 FTG T PE 0.0 3 10.0 0.0 17.9 0.0 0.000 TL 7.25 PV Pipe: 3 0.0 1.101 PL 11.08 PF 0.0 3 10.0 0.0 17.9 0.0 0.0 150 FTG 2ET PE 0.0 4 10.0 0.0 17.9 0.0 0.000 TL 30.08 PV Pipe: 4 0.0 1.101 PL 2.08 PF 0.0 4 10.0 0.0 17.9 0.0 0.0 150 FTG ET PE 0.0 5 10.0 0.0 17.9 0.0 0.000 TL 14.08 PV Pipe: 5 0.0 1.101 PL 4.08 PF 0.0 4 10.0 0.0 17.9 0.0 0.0 150 FTG 2ER PE 0.0 6 10.0 0.0 17.9 0.0 0.000 TL 19.08 PV Pipe: 6 0.0 1.101 PL 2.50 PF 0.0 6 10.0 0.0 17.9 0.0 0.0 150 FTG ET PE 0.0 6A 10.0 0.0 17.9 0.0 0.000 TL 14.50 PV Pipe: 7 0.0 1.101 PL 30.08 PF 0.0 6 10.0 0.0 17.9 0.0 0.0 150 FTG 4F3E3R PE 0.0 7 10.0 0.0 17.9 0.0 0.000 TL 58.08 PV Pipe: 8 0.0 1.101 PL 70.00 PF 0.0 7 10.0 0.0 17.9 0.0 0.0 150 FTG 9F7E2TR PE 0.0 2 10.0 0.0 17.9 0.0 0.000 TL 139.00 PV Pipe: 9 0.0 1.101 PL 5.66 PF 0.0 7 10.0 0.0 17.9 0.0 0.0 150 FTG ER PE 0.0 7A 10.0 0.0 17.9 0.0 0.000 TL 13.66 PV Pipe: 10 -4.6 1.101 PL 59.00 PF 0.5 7 10.0 0.0 17.9 0.0 1.5 150 FTG 6F5E3TR PE 0.0 8 10.0 0.0 18.4 0.0 0.004 TL 116.00 PV Pipe: 11 -4.6 1.101 PL 78.00 PF 0.7 8 10.0 0.0 18.4 0.0 1.5 150 FTG 9F8E3TR PE 0.0 9 10.0 0.0 19.1 0.0 0.004 TL 159.00 PV Pipe: 12 -4.6 1.101 PL 79.00 PF 0.6 9 10.0 0.0 19.1 0.0 1.5 150 FTG 9F6ET7R PE 0.0 10 10.0 0.0 19.7 0.0 0.004 TL 142.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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 -4.6 1.101 PL 46.00 PF 0.5 10 10.0 0.0 19.7 0.0 1.5 150 FTG 6F6E2TR PE 0.0 11 10.0 0.0 20.2 0.0 0.004 TL 105.00 PV Pipe: 14 -4.6 1.101 PL 86.00 PF 0.7 11 10.0 0.0 20.2 0.0 1.5 150 FTG 9F8E2TR PE 0.0 12 10.0 0.0 20.9 0.0 0.004 TL 162.00 PV Pipe: 15 -4.6 1.101 PL 57.00 PF 0.5 12 10.0 0.0 20.9 0.0 1.5 150 FTG 6F4E3TR PE 0.0 13 10.0 0.0 21.4 0.0 0.004 TL 107.00 PV Pipe: 16 -26.0 1.394 PL 8.00 PF 0.6 13 10.0 0.0 21.4 0.0 5.5 150 FTG ER PE 0.0 TR 10.0 0.0 22.0 0.0 0.035 TL 17.00 PV Pipe: 17 21.4 1.101 PL 22.58 PF 4.5 13 10.0 0.0 21.4 0.0 7.2 150 FTG 2F4ETR PE 0.0 14 10.0 0.0 16.9 0.0 0.077 TL 58.58 PV Pipe: 18 4.3 1.101 PL 54.50 PF 0.4 14 10.0 0.0 16.9 0.0 1.4 150 FTG 6F5ET4R PE 0.0 15 10.0 0.0 16.5 0.0 0.004 TL 104.50 PV Pipe: 19 4.2 1.101 PL 24.33 PF 0.3 15 10.0 0.0 16.5 0.0 1.4 150 FTG 2F5ET2R PE 0.0 16 10.0 0.0 16.2 0.0 0.004 TL 68.33 PV Pipe: 20 9.3 1.101 PL 1.00 PF 0.1 16 10.0 0.0 16.2 0.0 3.1 150 FTG T PE 0.0 17 10.0 0.0 16.1 0.0 0.016 TL 6.00 PV Pipe: 21 -5.1 1.101 PL 25.50 PF 0.3 16 10.0 0.0 16.2 0.0 1.7 150 FTG 4F2E3R PE 0.0 18 10.0 0.0 16.5 0.0 0.005 TL 46.50 PV Pipe: 22 -0.1 1.101 PL 15.00 PF 0.0 18 10.0 0.0 16.5 0.0 0.0 150 FTG 2FE2R PE 0.0 15 10.0 0.0 16.5 0.0 0.000 TL 26.00 PV Pipe: 23 -5.0 1.101 PL 22.25 PF 0.3 18 10.0 0.0 16.5 0.0 1.7 150 FTG 3F4ETR PE 0.0 19 10.0 0.0 16.8 0.0 0.005 TL 59.25 PV Pipe: 24 -0.4 1.101 PL 33.50 PF 0.0 19 10.0 0.0 16.8 0.0 0.1 150 FTG E2T6R PE 0.0 20 10.0 0.0 16.8 0.0 0.000 TL 56.50 PV Pipe: 25 -17.1 1.101 PL 1.00 PF 0.1 20 10.0 0.0 16.8 0.0 5.8 150 FTG R PE 0.0 14 10.0 0.0 16.9 0.0 0.051 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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: 26 -4.6 1.101 PL 21.33 PF 0.2 19 10.0 0.0 16.8 0.0 1.5 150 FTG 3ETR PE 0.0 21 10.0 0.0 17.0 0.0 0.004 TL 48.33 PV Pipe: 27 -4.6 1.101 PL 72.75 PF 0.7 21 10.0 0.0 17.0 0.0 1.5 150 FTG 9F8ET7R PE 0.0 22 10.0 0.0 17.6 0.0 0.004 TL 149.75 PV Pipe: 28 -4.6 1.101 PL 30.75 PF 0.2 22 10.0 0.0 17.6 0.0 1.5 150 FTG 4FE2T2R PE 0.0 7 10.0 0.0 17.9 0.0 0.004 TL 53.75 PV Pipe: 29 9.3 1.101 PL 10.00 PF 0.4 17 10.0 0.0 16.1 0.0 3.1 150 FTG 2E PE -4.3 23 20.0 0.0 11.4 0.0 0.016 TL 24.00 PV Pipe: 30 9.3 1.101 PL 2.25 PF 0.2 23 20.0 0.0 11.4 0.0 3.1 150 FTG E PE 0.0 24 20.0 0.0 11.2 0.0 0.016 TL 9.25 PV Pipe: 31 9.3 1.101 PL 30.58 PF 0.8 24 20.0 0.0 11.2 0.0 3.1 150 FTG 4FE5R PE 0.0 25 20.0 0.0 10.5 0.0 0.016 TL 46.58 PV Pipe: 32 -1.9 1.101 PL 28.42 PF 0.0 25 20.0 0.0 10.5 0.0 0.6 150 FTG 2ET4R PE 0.0 26 20.0 0.0 10.5 0.0 0.001 TL 51.42 PV Pipe: 33 -16.8 1.101 PL 6.33 PF 0.8 26 20.0 0.0 10.5 0.0 5.6 150 FTG F2T PE 0.0 27 20.0 0.0 11.4 0.0 0.049 TL 17.33 PV Pipe: 34 -16.8 1.101 PL 10.00 PF 1.1 27 20.0 0.0 11.4 0.0 5.6 150 FTG ET PE 4.3 20 10.0 0.0 16.8 0.0 0.049 TL 22.00 PV Pipe: 35 14.9 1.101 PL 5.00 PF 0.7 26 20.0 0.0 10.5 0.0 5.0 150 FTG ET PE 0.0 28 20.0 0.0 9.8 0.0 0.039 TL 17.00 PV Pipe: 36 0.0 1.101 PL 1.00 PF 0.0 28 20.0 0.0 9.8 0.0 0.0 150 FTG ER PE 0.0 29 20.0 0.0 9.8 0.0 0.000 TL 9.00 PV Pipe: 37 14.9 1.101 PL 16.16 PF 1.3 28 20.0 0.0 9.8 0.0 5.0 150 FTG 2E3R PE 0.0 30 20.0 0.0 8.5 0.0 0.039 TL 33.16 PV Pipe: 38 12.2 1.101 PL 23.00 PF 1.0 30 20.0 0.0 8.5 0.0 4.1 150 FTG 2FETR PE 0.0 31 20.0 0.0 7.5 0.0 0.027 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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: 39 13.0 1.101 PL 3.00 PF 0.5 31 20.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 32 20.0 4.9 7.0 13.0 0.031 TL 15.00 PV Pipe: 40 -0.8 1.101 PL 28.66 PF 0.0 31 20.0 0.0 7.5 0.0 0.3 150 FTG 4F2ER PE 0.0 33 20.0 0.0 7.5 0.0 0.000 TL 47.66 PV Pipe: 41 13.0 1.101 PL 2.66 PF 0.5 33 20.0 0.0 7.5 0.0 4.4 150 FTG ET PE 0.0 33A 20.0 4.9 7.1 13.0 0.031 TL 14.66 PV Pipe: 42 -13.8 1.101 PL 18.42 PF 1.0 33 20.0 0.0 7.5 0.0 4.7 150 FTG 2FE2R PE 0.0 34 20.0 0.0 8.5 0.0 0.034 TL 29.42 PV Pipe: 43 -2.7 1.101 PL 3.66 PF 0.0 34 20.0 0.0 8.5 0.0 0.9 150 FTG FR PE 0.0 30 20.0 0.0 8.5 0.0 0.002 TL 5.66 PV Pipe: 44 -11.1 1.101 PL 20.00 PF 1.1 34 20.0 0.0 8.5 0.0 3.7 150 FTG 2F3ETR PE 0.0 35 20.0 0.0 9.6 0.0 0.023 TL 49.00 PV Pipe: 45 0.0 1.101 PL 14.08 PF 0.0 35 20.0 0.0 9.6 0.0 0.0 150 FTG 5ET PE 0.0 36 20.0 0.0 9.6 0.0 0.000 TL 54.08 PV Pipe: 46 -11.1 1.101 PL 1.66 PF 0.1 35 20.0 0.0 9.6 0.0 3.7 150 FTG R PE 0.0 37 20.0 0.0 9.7 0.0 0.023 TL 2.66 PV Pipe: 47 0.0 1.101 PL 1.50 PF 0.0 37 20.0 0.0 9.7 0.0 0.0 150 FTG ET PE 0.0 38 20.0 0.0 9.7 0.0 0.000 TL 13.50 PV Pipe: 48 -11.1 1.101 PL 23.00 PF 0.8 37 20.0 0.0 9.7 0.0 3.7 150 FTG 2FER PE 0.0 25 20.0 0.0 10.5 0.0 0.023 TL 33.00 PV Pipe: 100 -26.0 1.101 PL 5.00 PF 1.4 TR 10.0 0.0 22.0 0.0 8.8 150 FTG ER PE 2.2 FS 5.0 0.0 25.6 0.0 0.111 TL 13.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 28.6 0.0 3.0 psi, 26.0 gpm FS 5.0 0.0 25.6 0.0 Pipe: 102 -26.0 1.101 PL 4.00 PF 1.4 FS1 5.0 0.0 28.6 0.0 8.8 150 FTG RC PE 1.3 BR 2.0 0.0 31.3 0.0 0.111 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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 31.3 0.0 9.5 150 FTG E PE 0.0 U1 2.0 H.S. 32.2 5.0 0.136 TL 6.00 PV Pipe: 104 -31.0 1.985 PL 5.00 PF 0.2 U1 2.0 H.S. 32.2 5.0 3.2 150 FTG ET PE 2.2 U2 -3.0 0.0 34.5 0.0 0.009 TL 23.00 PV Pipe: 105 -31.0 2.003 PL 125.00 PF 1.3 U2 -3.0 0.0 34.5 0.0 3.2 150 FTG 3E PE 0.0 U3 -3.0 0.0 35.8 0.0 0.008 TL 158.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 39.8 0.0 4.0 psi, 31.0 gpm U3 -3.0 0.0 35.8 0.0 Pipe: 107 -31.0 1.481 PL 15.00 PF 1.5 U4 -3.0 0.0 39.8 0.0 5.8 150 FTG TX PE 0.4 SRC -4.0 SRCE 41.8 (N/A) 0.036 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R3 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 0.002 gpm and a maximum imbalance at any node of 0.100 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.5 ft/sec at pipe 103. (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 52.56 psi with a flow of 36.69 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.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 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 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 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.SDF JOB TITLE: 8 O Ln M 3 0 Ga H m I- C) Ln m N m Q0 H t-n U) o >1 r- a z � >i a +' w U" n w H 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 l f M N rl O c��czc�w aOxC4M Mzczw ol W m SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/9/2021E SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR - SITTING ROOM.SDF JOB TITLE: WATER SUPPLY CURVE 72+ * 66\ 60\ 0 54* <-54.1 psi @ 35 gpm I Flow Test Point I P 48+ R E S S 42X U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 41.75 psi @ 31.0 gpm " 6+ " 0 = Available Water Supply " I" 57.39 psi @ 31.0 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 ANDERSON RESIDENCE SECOND FLOOR 2HD CALC AT CASITA BEDROOM 4 FILE NUMBER: 13584 DATE: JUN 9, 2021 -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: 27.1 gpm TOTAL WATER REQUIRED (including hose): 32.0 gpm FLOW AND PRESSURE (@ BOR): 27.1 gpm @ 32.2 psi REQUIRED PRESSURE (@ SRC): 42.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: RESIDENTIAL FIRE SYSTEMS, INC DESIGN/LAYOUT BY: RUBI G. AUTHORITY HAVING JURISDICTION: RCFD AND CITY OF LA QUINTA CONTRACTOR CERTIFICATION NUMBER: 786965 CALCULATIONS BY HASS COMPUTER PROGRAM , HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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 70.6 54.1 35.0 56.6 32.0 42.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 32.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 27.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 - - - - 18.2 - - - 2 10.0 - - - - 18.2 - - - 3 10.0 - - - - 18.2 - - - 4 10.0 - - - - 18.2 - - - 5 10.0 - - - - 18.2 - - - 6 10.0 - - - - 18.2 - - - 6A 10.0 - - - - 18.2 - - - 7 10.0 - - - - 18.2 - - - 7A 10.0 - - - - 18.2 - - - 8 10.0 - - - - 18.8 - - - 9 10.0 - - - - 19.5 - - - 10 10.0 - - - - 20.2 - - - 11 10.0 - - - - 20.7 - - - 12 10.0 - - - - 21.5 - - - 13 10.0 - - - - 22.0 - - - 14 10.0 - - - - 17.1 - - - 15 10.0 - - - - 16.6 - - - 16 10.0 - - - - 16.3 - - - 17 10.0 - - - - 16.2 - - - 18 10.0 - - - - 16.6 - - - 19 10.0 - - - - 17.0 - - - 20 10.0 - - - - 17.0 - - - 21 10.0 - - - - 17.3 - - - 22 10.0 - - - - 18.0 - - - 23 20.0 - - - - 11.4 - - - 24 20.0 - - - - 11.2 - - - 25 20.0 - - - - 10.3 - - - 26 20.0 - - - - 10.8 - - - 27 20.0 - - - - 11.6 - - - 28 20.0 - - - - 10.4 - - - 29 20.0 - - - - 10.4 - - - 30 20.0 - - - - 9.8 - - - 31 20.0 - - - - 9.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR.SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 20.0 - - - - 9.7 - - - 33 20.0 - - - - 9.7 - - - 33A 20.0 - - - - 9.7 - - - 34 20.0 - - - - 9.7 - - - 35 20.0 - - - - 8.7 - - - 36 20.0 K= 4.90 7.0 13.0 37 20.0 - - - - 8.7 - - - 38 20.0 K= 4.90 8.2 14.1 TR 10.0 - - - - 22.6 - - - FS 5.0 - - - - 26.4 - - - FS1 5.0 - - - - 29.4 - - - BR 2.0 - - - - 32.2 - - - U1 2.0 HOSE STREAM 33.1 5.0 U2 -3.0 - - - - 35.5 - - - U3 -3.0 - - - - 36.9 - - - U4 -3.0 - - - - 40.9 - - - SRC -4.0 SOURCE 42.9 32.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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 0.0 1.101 PL 14.00 PF 0.0 1 10.0 0.0 18.2 0.0 0.0 150 FTG 2ER PE 0.0 2 10.0 0.0 18.2 0.0 0.000 TL 29.00 PV Pipe: 2 0.0 1.101 PL 2.25 PF 0.0 2 10.0 0.0 18.2 0.0 0.0 150 FTG T PE 0.0 3 10.0 0.0 18.2 0.0 0.000 TL 7.25 PV Pipe: 3 0.0 1.101 PL 11.08 PF 0.0 3 10.0 0.0 18.2 0.0 0.0 150 FTG 2ET PE 0.0 4 10.0 0.0 18.2 0.0 0.000 TL 30.08 PV Pipe: 4 0.0 1.101 PL 2.08 PF 0.0 4 10.0 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0 5 10.0 0.0 18.2 0.0 0.000 TL 14.08 PV Pipe: 5 0.0 1.101 PL 4.08 PF 0.0 4 10.0 0.0 18.2 0.0 0.0 150 FTG 2ER PE 0.0 6 10.0 0.0 18.2 0.0 0.000 TL 19.08 PV Pipe: 6 0.0 1.101 PL 2.50 PF 0.0 6 10.0 0.0 18.2 0.0 0.0 150 FTG ET PE 0.0 6A 10.0 0.0 18.2 0.0 0.000 TL 14.50 PV Pipe: 7 0.0 1.101 PL 30.08 PF 0.0 6 10.0 0.0 18.2 0.0 0.0 150 FTG 4F3E3R PE 0.0 7 10.0 0.0 18.2 0.0 0.000 TL 58.08 PV Pipe: 8 0.0 1.101 PL 70.00 PF 0.0 7 10.0 0.0 18.2 0.0 0.0 150 FTG 9F7E2TR PE 0.0 2 10.0 0.0 18.2 0.0 0.000 TL 139.00 PV Pipe: 9 0.0 1.101 PL 5.66 PF 0.0 7 10.0 0.0 18.2 0.0 0.0 150 FTG ER PE 0.0 7A 10.0 0.0 18.2 0.0 0.000 TL 13.66 PV Pipe: 10 -4.8 1.101 PL 59.00 PF 0.6 7 10.0 0.0 18.2 0.0 1.6 150 FTG 6F5E3TR PE 0.0 8 10.0 0.0 18.8 0.0 0.005 TL 116.00 PV Pipe: 11 -4.8 1.101 PL 78.00 PF 0.8 8 10.0 0.0 18.8 0.0 1.6 150 FTG 9F8E3TR PE 0.0 9 10.0 0.0 19.5 0.0 0.005 TL 159.00 PV Pipe: 12 -4.8 1.101 PL 79.00 PF 0.7 9 10.0 0.0 19.5 0.0 1.6 150 FTG 9F6ET7R PE 0.0 10 10.0 0.0 20.2 0.0 0.005 TL 142.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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 -4.8 1.101 PL 46.00 PF 0.5 10 10.0 0.0 20.2 0.0 1.6 150 FTG 6F6E2TR PE 0.0 11 10.0 0.0 20.7 0.0 0.005 TL 105.00 PV Pipe: 14 -4.8 1.101 PL 86.00 PF 0.8 11 10.0 0.0 20.7 0.0 1.6 150 FTG 9F8E2TR PE 0.0 12 10.0 0.0 21.5 0.0 0.005 TL 162.00 PV Pipe: 15 -4.8 1.101 PL 57.00 PF 0.5 12 10.0 0.0 21.5 0.0 1.6 150 FTG 6F4E3TR PE 0.0 13 10.0 0.0 22.0 0.0 0.005 TL 107.00 PV Pipe: 16 -27.1 1.394 PL 8.00 PF 0.6 13 10.0 0.0 22.0 0.0 5.7 150 FTG ER PE 0.0 TR 10.0 0.0 22.6 0.0 0.038 TL 17.00 PV Pipe: 17 22.3 1.101 PL 22.58 PF 4.9 13 10.0 0.0 22.0 0.0 7.5 150 FTG 2F4ETR PE 0.0 14 10.0 0.0 17.1 0.0 0.083 TL 58.58 PV Pipe: 18 4.7 1.101 PL 54.50 PF 0.5 14 10.0 0.0 17.1 0.0 1.6 150 FTG 6F5ET4R PE 0.0 15 10.0 0.0 16.6 0.0 0.005 TL 104.50 PV Pipe: 19 4.6 1.101 PL 24.33 PF 0.3 15 10.0 0.0 16.6 0.0 1.5 150 FTG 2F5ET2R PE 0.0 16 10.0 0.0 16.3 0.0 0.004 TL 68.33 PV Pipe: 20 10.2 1.101 PL 1.00 PF 0.1 16 10.0 0.0 16.3 0.0 3.5 150 FTG T PE 0.0 17 10.0 0.0 16.2 0.0 0.020 TL 6.00 PV Pipe: 21 -5.6 1.101 PL 25.50 PF 0.3 16 10.0 0.0 16.3 0.0 1.9 150 FTG 4F2E3R PE 0.0 18 10.0 0.0 16.6 0.0 0.007 TL 46.50 PV Pipe: 22 -0.1 1.101 PL 15.00 PF 0.0 18 10.0 0.0 16.6 0.0 0.0 150 FTG 2FE2R PE 0.0 15 10.0 0.0 16.6 0.0 0.000 TL 26.00 PV Pipe: 23 -5.5 1.101 PL 22.25 PF 0.4 18 10.0 0.0 16.6 0.0 1.9 150 FTG 3F4ETR PE 0.0 19 10.0 0.0 17.0 0.0 0.006 TL 59.25 PV Pipe: 24 -0.8 1.101 PL 33.50 PF 0.0 19 10.0 0.0 17.0 0.0 0.3 150 FTG E2T6R PE 0.0 20 10.0 0.0 17.0 0.0 0.000 TL 56.50 PV Pipe: 25 -17.6 1.101 PL 1.00 PF 0.1 20 10.0 0.0 17.0 0.0 5.9 150 FTG R PE 0.0 14 10.0 0.0 17.1 0.0 0.054 TL 2.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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: 26 -4.8 1.101 PL 21.33 PF 0.2 19 10.0 0.0 17.0 0.0 1.6 150 FTG 3ETR PE 0.0 21 10.0 0.0 17.3 0.0 0.005 TL 48.33 PV Pipe: 27 -4.8 1.101 PL 72.75 PF 0.7 21 10.0 0.0 17.3 0.0 1.6 150 FTG 9F8ET7R PE 0.0 22 10.0 0.0 18.0 0.0 0.005 TL 149.75 PV Pipe: 28 -4.8 1.101 PL 30.75 PF 0.3 22 10.0 0.0 18.0 0.0 1.6 150 FTG 4FE2T2R PE 0.0 7 10.0 0.0 18.2 0.0 0.005 TL 53.75 PV Pipe: 29 10.2 1.101 PL 10.00 PF 0.5 17 10.0 0.0 16.2 0.0 3.5 150 FTG 2E PE -4.3 23 20.0 0.0 11.4 0.0 0.020 TL 24.00 PV Pipe: 30 10.2 1.101 PL 2.25 PF 0.2 23 20.0 0.0 11.4 0.0 3.5 150 FTG E PE 0.0 24 20.0 0.0 11.2 0.0 0.020 TL 9.25 PV Pipe: 31 10.2 1.101 PL 30.58 PF 0.9 24 20.0 0.0 11.2 0.0 3.5 150 FTG 4FE5R PE 0.0 25 20.0 0.0 10.3 0.0 0.020 TL 46.58 PV Pipe: 32 -6.5 1.101 PL 28.42 PF 0.4 25 20.0 0.0 10.3 0.0 2.2 150 FTG 2ET4R PE 0.0 26 20.0 0.0 10.8 0.0 0.009 TL 51.42 PV Pipe: 33 -16.8 1.101 PL 6.33 PF 0.9 26 20.0 0.0 10.8 0.0 5.7 150 FTG F2T PE 0.0 27 20.0 0.0 11.6 0.0 0.049 TL 17.33 PV Pipe: 34 -16.8 1.101 PL 10.00 PF 1.1 27 20.0 0.0 11.6 0.0 5.7 150 FTG ET PE 4.3 20 10.0 0.0 17.0 0.0 0.049 TL 22.00 PV Pipe: 35 10.3 1.101 PL 5.00 PF 0.3 26 20.0 0.0 10.8 0.0 3.5 150 FTG ET PE 0.0 28 20.0 0.0 10.4 0.0 0.020 TL 17.00 PV Pipe: 36 0.0 1.101 PL 1.00 PF 0.0 28 20.0 0.0 10.4 0.0 0.0 150 FTG ER PE 0.0 29 20.0 0.0 10.4 0.0 0.000 TL 9.00 PV Pipe: 37 10.3 1.101 PL 16.16 PF 0.7 28 20.0 0.0 10.4 0.0 3.5 150 FTG 2E3R PE 0.0 30 20.0 0.0 9.8 0.0 0.020 TL 33.16 PV Pipe: 38 1.7 1.101 PL 23.00 PF 0.0 30 20.0 0.0 9.8 0.0 0.6 150 FTG 2FETR PE 0.0 31 20.0 0.0 9.7 0.0 0.001 TL 38.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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: 39 0.0 1.101 PL 3.00 PF 0.0 31 20.0 0.0 9.7 0.0 0.0 150 FTG ET PE 0.0 32 20.0 0.0 9.7 0.0 0.000 TL 15.00 PV Pipe: 40 1.7 1.101 PL 28.66 PF 0.0 31 20.0 0.0 9.7 0.0 0.6 150 FTG 4F2ER PE 0.0 33 20.0 0.0 9.7 0.0 0.001 TL 47.66 PV Pipe: 41 0.0 1.101 PL 2.66 PF 0.0 33 20.0 0.0 9.7 0.0 0.0 150 FTG ET PE 0.0 33A 20.0 0.0 9.7 0.0 0.000 TL 14.66 PV Pipe: 42 1.7 1.101 PL 18.42 PF 0.0 33 20.0 0.0 9.7 0.0 0.6 150 FTG 2FE2R PE 0.0 34 20.0 0.0 9.7 0.0 0.001 TL 29.42 PV Pipe: 43 -8.6 1.101 PL 3.66 PF 0.1 34 20.0 0.0 9.7 0.0 2.9 150 FTG FR PE 0.0 30 20.0 0.0 9.8 0.0 0.014 TL 5.66 PV Pipe: 44 10.3 1.101 PL 20.00 PF 1.0 34 20.0 0.0 9.7 0.0 3.5 150 FTG 2F3ETR PE 0.0 35 20.0 0.0 8.7 0.0 0.020 TL 49.00 PV Pipe: 45 13.0 1.101 PL 14.08 PF 1.7 35 20.0 0.0 8.7 0.0 4.4 150 FTG 5ET PE 0.0 36 20.0 4.9 7.0 13.0 0.031 TL 54.08 PV Pipe: 46 -2.7 1.101 PL 1.66 PF 0.0 35 20.0 0.0 8.7 0.0 0.9 150 FTG R PE 0.0 37 20.0 0.0 8.7 0.0 0.002 TL 2.66 PV Pipe: 47 14.1 1.101 PL 1.50 PF 0.5 37 20.0 0.0 8.7 0.0 4.7 150 FTG ET PE 0.0 38 20.0 4.9 8.2 14.1 0.035 TL 13.50 PV Pipe: 48 -16.7 1.101 PL 23.00 PF 1.6 37 20.0 0.0 8.7 0.0 5.6 150 FTG 2FER PE 0.0 25 20.0 0.0 10.3 0.0 0.049 TL 33.00 PV Pipe: 100 -27.1 1.101 PL 5.00 PF 1.5 TR 10.0 0.0 22.6 0.0 9.1 150 FTG ER PE 2.2 FS 5.0 0.0 26.4 0.0 0.119 TL 13.00 PV Pipe: 101 FIXED PRESSURE LOSS DEVICE FS1 5.0 0.0 29.4 0.0 3.0 psi, 27.1 gpm FS 5.0 0.0 26.4 0.0 Pipe: 102 -27.1 1.101 PL 4.00 PF 1.5 FS1 5.0 0.0 29.4 0.0 9.1 150 FTG RC PE 1.3 BR 2.0 0.0 32.2 0.0 0.119 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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 -27.1 1.055 PL 3.00 PF 0.9 BR 2.0 0.0 32.2 0.0 9.9 150 FTG E PE 0.0 U1 2.0 H.S. 33.1 5.0 0.146 TL 6.00 PV Pipe: 104 -32.1 1.985 PL 5.00 PF 0.2 U1 2.0 H.S. 33.1 5.0 3.3 150 FTG ET PE 2.2 U2 -3.0 0.0 35.5 0.0 0.009 TL 23.00 PV Pipe: 105 -32.1 2.003 PL 125.00 PF 1.4 U2 -3.0 0.0 35.5 0.0 3.3 150 FTG 3E PE 0.0 U3 -3.0 0.0 36.9 0.0 0.009 TL 158.00 PV Pipe: 106 FIXED PRESSURE LOSS DEVICE U4 -3.0 0.0 40.9 0.0 4.0 psi, 32.1 gpm U3 -3.0 0.0 36.9 0.0 Pipe: 107 -32.0 1.481 PL 15.00 PF 1.6 U4 -3.0 0.0 40.9 0.0 6.0 150 FTG TX PE 0.4 SRC -4.0 SRCE 42.9 (N/A) 0.038 TL 41.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R3 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 0.124 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.9 ft/sec at pipe 103. (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 52.27 psi with a flow of 37.02 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND 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 7.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 2.003 2.00 11.00 10.00 1.00 1.00 17.00 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 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR.SDF JOB TITLE: 8 O Ln M 3 0 Ga H m I- C) Ln m N m Q0 H t-n U) o >1 r- a z � >i a +' w U" n w H 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 l f M N rl O c��czc�w aOxC4M M :)O wW aUn-H W m SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/9/2021, LA QUINTA\FIRE SPRINKLERS\CALCS\DELTA 3\2HD - 2ND FLR.SDF JOB TITLE: WATER SUPPLY CURVE 72+ * 66\ 60\ 0 54* <-54.1 psi @ 35 gpm I Flow Test Point I P 48+ R E S X S 42+ U R E 36+ ( I P S I 30+ I I I 24+ I I I 18+ I I 12+ LEGEND " I" X = Required Water Supply " 42.87 psi @ 32.0 gpm " 6+ " 0 = Available Water Supply " I" 56.57 psi @ 32.0 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Page : 1 of 8 SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 GENERAL DESCRIPTION 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'/Z) 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. 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. Document No. U085167 Date : Nov/20/2019 TECHNICAL DATA Approvals: cUL„5 Listed NSF/ANSI/CAN 61, NSF/ANSI 372 Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psi112 (70.6 LPM/bart12) Temperature Rating: 162°F (72°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 140°F (60°C) Cover Plate 175°F (79°C) Sprinkler with 162°F (72°C) Cover Plate 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White 205°F (96°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White -Colored Mark Vertical Adjustment: 112 inch (12.8 mm) Cover Plate Finishes: Standard Finishes - White, Ivory, Beige, Brown, Black, Nickel, Wood Grain 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 OPERATION Page : 2 of 8 2-1 /T6" (0 b2rnrn) Marking 3 Lot No. Year of Manufacture E SIN : SS8464 r i K-factor : K4.9 q Temperature Rating: 162 F/ 72 C 5 or 17TF/79 C 2 UL Mark or 205 F/96 C Control No.: GP37 ALS Mark : NSF 61 /372 RES SPKR (1) Body (Copper Alloy) J,) Deflector (Phosphorus Bronze) (2) Gasket (PTFE) 2-5/8" ( di 68mm) (QJ Fusible Metal (Solder) or 3-1/4" (0683mm) j Heat Collector (Copper) or 2-5/8"s uare fiEmm ,6) Cover Plate Assembly FIGURE 1. Model RC-RES K=4.9 Marking (Deflector) SIN : SS8464 K-factor . K4.9 Color Code Temperature Rating 162'F/72'C 0 or 1755F/79'C LJL Mark or 205'F/96'0 ❑ o f o an as 0 0 COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) 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) Normal Condition Cover Plate Operation Sprinkler Operation OPERATIONFIGURE 2. - • .ure is for illustrative purposes Document No. U085167 Date : Nov/20/2019 Page : 3 of 8 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 13, 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particular space. 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. 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. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 175°F (79°C) 150°F (66°C) 140°F (60°C)'� Intermediate 175°F (79°C) 150°F (66°C) 162°F (72°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 100°F (38°C). 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) Document No. U085167 Date : Nov/20/2019 Page : 4 of 8 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. TABLE A. NFPA 13D & 13R 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. Ordinary Intermediate Intermediate Maximum Maximum Temperature Rating Temperature Rating Temperature Rating Minimum Covera e Spacing 162°F (72°C) 175°F (79°C) 205°F (96°C) Deflector Installation Spacing Area(a� to Flow Pressure(b) Flow(b) Pressure Flow Pressure(b)Type Ft. X Ft. Ft. Ceiling Ft. (m Xm) (m) GPM PSI GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) (LPM) (bar) 12X12 12 13 7.0 13 7.0 13 7.0 Smooth (3.7X3.7) (3.7) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 1014 14 13 7.0 13 7.0 13 7.0 Inches. (4.343) (4.3) (49.2) (0.48) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings 16X16 16 13 7.0 13 7.0 per NFPA 8 (4.949) (4.9) (49.2) (0.48) (49.2) (0.48) 13D, 13R Concealed (2.4) or 13 Installed in 18X18 18 17 12.0 17 12.0 beam (5.5X5.5) (5.5) (64.4) (0.83) (64.4) (0.83) 3/8 to 7/8 inches below 20X20 20 21 18.4 21 18.4 bottom of (6.1X6.1) (6.1) (79.5) (1.27) (79.5) (1.27) 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 Spacin_p 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) Document No. U085167 Date : Nov/20/2019 Page : 5 of 8 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 112 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 Remover 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. Installing Procedure 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). Step 4 Use the Cap Remover 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. Make a Space Here Do Not Ave- 1/4" (6-4mm) Over --Tighten Min. 1/8" 3-2m Or tE roove on the Sprinkler EVortical m A 'ustment N ez el' t E N T N Mounting Surface V Ratchet Mounting 2-3/8" (�BtTmm) Surface Ceiling Hole diameter CORRECT INC6RiiECT � FIGURE 3. INSTALLATION FIGURE 4. RATCHET & SOCKET Document No. U085167 Date : Nov/20/2019 Page : 6 of 8 Hook up Sprinkler Head Protective Cap t 1 } r r Cap Remover RC r i r r i Pull down stP 1 Step 2 Step 3 FIGURE 5. PROTECTIVE CAP REMOVAL i Cover Plate Assembly =L 2-5/8" 68mm} or 3-114" f 83mm) or 2-5.•S'souare M68mm] FIGURE 6. INSTALLATION (COVER PLATEASSEMBLY) lNOCRREC7 CORRECT INCORRECT FIGURE 7. INSTALLATION (CORRECT and INCORRECT) Document No. U085167 Date : NoW20/2019 Page : 7 of 8 CARE AND 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 400F/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. 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 TABLEA "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. Document No. U085167 Date : Nov/20/2019 Page : 8 of 8 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: 162°F (72°C) or 175°F (79°C) or 205°F (96°C)) Cover Plate Assembly 2-5/8 inch (0 68mm) or 3-1/4 inch (0 83mm) or 2-5/8 inch square (❑68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-5/8" Round, 140°F 0 0 - - - - - - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - - 0 0 Tools for Installation of Model RC-RES 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 Remover RC Document No. U085167 Date : Nov/20/2019 GL&) 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com Technical Support • 989-414-2600 • techservice@globesprinkler.com SERIES GL-RES RESIDENTIAL PENDENT AND RECESSED PENDENT K-FACTOR: 3.0, 4.1, 4.9, 5.6 GENERAL DESCRIPTION The series GL-RES pendent sprinklers are decorative fast response glass bulb sprinklers specifically tested and List- ed for use in residential applications such as homes, apart- ments, hotels, and dormitories to provide control of these residential type fires and to improve the chance for occu- pants to escape. They utilize a 3mm frangible glass bulb as its heat sensing operating element. The recessed version of each of these Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Re- cessed Escutcheon. The Recessed Escutcheon provides a total adjustment of 1/2 inch (12.7mm) from the flush ceiling position or ±1/4 inch (6.4mm) of recessed adjustment. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. This sprinkler may be installed within dwelling occupancies as allowed by NFPA 13, 13D, 13R and any other related documents as appropriate. The GL3010 is typically utilized when maximum coverag- es are not needed, thereby reducing flow demands. The GL5610 is typically the sprinkler of choice when utilizing Residential Sprinklers within an NFPA 13 Occupancy. The larger K-factor can be advantageous when needed to con- form to the NFPA 13 hydraulic Special Design Approach for Residential Sprinklers. OPERATION Upon exposure to heat such as from a fire, the fluid in the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to assure that the most recent technical literature is being utilized. GLOBE' �s i. SERIES GL-RES GL3010, GL4110, GL4910, GL5610 TECHNICAL DATA Approvals • See TABLE A Maximum Working Pressure • 175 psi (12 bar) Temperature Rating • See TABLE A K-Factor • GL3010 K3.0 gpm/psi1V2 (43.2 Ipm/bar1/'2) • GL4110 K4.1 gpm/psi1�2 (59.0 Ipm/barl/2) • GL4910 K4.9 gpm/psi�V2 (70.6 Ipm/barl�2) • GL5610 K5.6 gpm/psi�2 (80.6 Ipm/bar�2) Thread Size • 1/2" NPT (15 mm) Length • 2-1/2" (6.3 cm) Materials of Construction • Frame - bronze • Deflector - brass • Screw - brass • Lodgement Wire (GL5610 only) - stainless steel • Bulb seat - copper • Spring - nickel alloy • Seal - teflon • Bulb - glass with alcohol based solution, 3mm • Escutcheon Assembly - carbon steel FINISHES AND ACCESSORIES Finishes • Factory Bronze • Chrome • White Polyester • Black Polyester - special order Escutcheons • Brass • Chrome • White Polyester • Black Polyester Wrenches • Standard • Recess • 1/2" NPT APRIL 2019 REV.A GFS-302 PAGE 1 of 4 DESIGN CRITERIA The Globe Residential Pendent Sprinkler Series GL-RES is cLILus Listed for installation in accordance with this data sheet as well as the applicable installation Standard being utilized. Globe Residential Sprinkler Installation Guide When conditions exist that are outside the scope of the pro- vided criteria, refer to the Globe Residential Sprinkler Instal- lation Guide (Document GFS-380) for recommendations that may be acceptable to the authority having jurisdiction. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the min- imum required sprinkler flow rate is given in Table A for the coverage areas shown. The sprinkler flow rate is the min- imum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. Hydraulic Design (NFPA 13) The minimum required discharge from each design area sprinkler shall be the greater of the following: (1) In accordance with minimum flow rates indicated in TABLE A. (2) In rooms or compartments greater than 800 ftz (74.3 mz), calculated based on delivering a minimum of 0.1 gpm/ftz (4.1 mm/min) over the coverage area of each sprinkler, calculated in accordance with the S x L Rules for density area sprinklers. (3) In rooms or compartments 800 ftz (74.3 mz) or less (Defined as "Small Rooms") calculated based on de- livering a minimum of 0.1 gpm/ftz (4.1 mm/min) over the room or compartment using the area of the room divided by the number of sprinklers in the room. (7psi minimum) TABLE A: NFPA 13, 13R, AND 13D HYDRAULIC AND INSTALLATION DESIGN CRITERIA DEFLECTOR TO MINIMUM K FACTOR TEMPERATURE MAX.AREA OF MINIMUM MINIMUM CEILING/ MOUNTING DISTANCE SIN GPM/PSI COVERAGE PRESSURE FLOW SURFACE BETWEEN (Ipm/barll) FEET (m) PSI (bar) GPM (umin.) DISTANCE SPRINKLERS 155°F 175°F 200°F INCHES (mm) FEET (m) (68°C) (79°C) (93°C) cULus EU cULus cULus 12 (3.6) x 12 (3.6) 7.1 (.49) 8.0 (30.3) GL3010 3.0 cULus EU(') cULus cULus 14 (4.3) x 14 (4.3) 11.1 (.765) 10.0 (37.8) (43.2) cULus EU(') cULus EU(') NA 12 (3.6) x 12 (3.6) 7.2 (.5) 11.0 (42) Smooth Ceilings cULus 4.1 Recessed GL4110 (59) EU(') NA NA 14 (4.3) x 14 (4.3) 8.6 (.59) 12.0 (45) 1-1/8 (29) to 1-5/8 (41) cULus EU�') cULus NA 16 (4.9) x 16 (4.9) 11.7 (.81) 14.0 (53) Smooth Ceilings Exposed Max. 4 (101.6) cULus EU(') cULus EILIM NA 12 (3.6) x 12 (3.6) 7.0 (.48) 13.0 (49) cULus cULus NA 14 (4.3) x 14 (4.3) 8.2 (.57) 14.0(53) Beamed Ceilings EU(') EU(') Adjacent 8(2.4) 4.9 per NFPA 13, 13D, cULus cULus GL4910 (70.6) EU (1) EU (1) NA 16 (4.9) x 16 (4.9) 8.2 (.57) 14.0 (53) or 13R as appropriate cULus EU(') cULus EU(') NA 18 (5.5) x 18 (5.5) 12.0 (.83) 17.0 (64) Beamed Ceilings In Beam 14" Max. Beam Depth cULus EU(') cULus EU(') NA 20 (6.1) x 20 (6.1) 16.7 (1.15) 20.0 (76) 1-1/8 (29) to 1-5/8 (41) cULus NA NA 12 (3.6) x 12 (3.6) 7.2 (.5) 15.0 (57) cULus NA NA 16 (4.9) x 16 (4.9) 11.5 (.79) 19.0 (72) 5.6 GL5610 cULus NA NA 18 (5.5) x 18 (5.5) 14.1 (.97) 21.0 (79) (80.6) cULus NA NA 20 (6.1) x 20 (6.1) 18.4 (1.27) 24.0 (91) NOTE: Deflector -to -Ceiling Distance Criteria reflects 2019 Edition of NFPA 13D and 13R. O)LISTED BY UNDERWRITERS LABORATORIES, INC. FOR USE IN THE U.S., CANADA, AND EUROPEAN UNION. APRIL 2019 REV.A GFS-302 PAGE 2 of 4 INSTALLATION NOTICE Do not install any bulb -type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak -tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-Ib. (19.0 Nm) torque for 112 inch NPT sprinkler threads. Step1. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench -tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. CARE AND MAINTENANCE Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet (GFS-840) included within each box of sprinklers. This sheet is available on Globe's web site (www.globesprinkler.com). Always obtain permission from the proper authorities to shut down the affected fire protection system and notify all personnel who may be affected by this action before closing a fire protection system main control valve for maintenance work on the system that it controls. Sprinklers should only be cleaned by means of gently dust- ing with a feather duster; otherwise, non -operation in the event of a fire or inadvertent operation may result. Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). FIGURE 1: STANDARD WRENCH P/N 325390 li. l ` 1 _kk; FIGURE 2: RECESSED WRENCH P/N 325391 2 15116" DIA. 2" MIN. DIA. HOLE IN CEILING 1 29132" DIA. ------------ 11 1" x 112" REDUCER FACE OF FTG. 0" MIN. 112" MAX. FILING CUP 118 1 1181' MIN. (REF.) RETAINER 1 518" MAX. (REF.) * (INNER RETAINER FLUSH WITH CEILING) FIGURE 3: 1/2" ADJUSTMENT RECESSED PENDENT 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com • Technical Support • 989-414-2600 • techservice@globesprinkler.com APRIL 2019 REV.A GFS-302 PAGE 3 of 4 ORDERING INFORMATION TABLE B: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH X IXX XXX XX SIN TEMPERATURE I IF F FINISH GL3010 3010 155 155°F (68°C) 01 BRONZE GL4110 4110 175 175°F (79°C) 02 CHROME GL4910 4910 200 200°F (93°C) 03 WHITE POLYESTER GL5610 5610 04 BLACK POLYESTER Note: All combinations may not be available. Refer to TABLE A for available listed combinations TABLE C: ESCUTCHEONS 1/2" (13mm) ADJUSTABLE RECESSED ESCUTCHEON FINISH FRICTION FIT 11Z NPT THREADED 1/2" NPT Chrome 332071 329301 White Polyester 332073-W 329303-W Brass 332072 NA Black Polyester 332073-B NA SPECIFY.• • SPRINKLER • Quantity • SIN • Temperature Rating • Finish • Part Number (See TABLE B) • ESCUTCHEON • Quantity • Finish • Part Number (See TABLE C) • WRENCH • Quantity • Part Number 1/2" NPT Standard . . . . . . . . . . . 325390 1/2" NPT Recess. . . . . . . . . . . . 325391 • PROTECTIVE CAPS • Quantity • Part Number Cap . . . . . . . . . . . . . . . . . . . 327109-Cap GLOBE' PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). APRIL 2019 REV.A GFS-302 PAGE 4 of 4 GL&) 4077 Airpark Dr. Standish, MI 48658 • 989-846-4583 • www.globesprinkler.com Technical Support • 989-414-2600 • techservice@globesprinkler.com SERIES GL-QR/SW STANDARD COVERAGE, QUICK RESPONSE HORIZONTAL & RECESSED HORIZONTAL SIDEWALL SPRINKLER VERTICAL & RECESSED VERTICAL SIDEWALL SPRINKLER K-FACTOR: 2.8, 4.2, 5.6, 8.0 GENERAL DESCRIPTION Globe GL-QR/SW sprinklers are Listed Quick Response sprinklers which utilize a 3mm frangible glass bulb as the thermosensitive operating element. These sprinklers are available in horizontal sidewall, vertical sidewall, and re- cessed sidewall orientations. They are Listed and Approved as Standard Coverage sprinklers and are to be installed in accordance with the guidelines of the appropriate Installa- tion Standard being mandated by the AHJ (i.e. NFPA 13; FM 2-0). These sprinklers are available in various K-factors, temperatures and finishes as shown. Recessed escutch- eons with either'/2" or %" vertical adjustment are available (See Approvals Table for appropriate sprinkler/escutcheon combinations and Listings). OPERATION Upon exposure to heat such as from a fire, the fluid In the bulb expands, compressing the air bubble within the bulb. When the air bubble can no longer compress, the fluid ex- pansion causes breakage of the glass bulb, resulting in re- lease of the water seat assembly, and discharge of water from the sprinkler. TECHNICAL DATA SIN • HSW: GL2826, GL4226, GL5626, GL5627, GL8127 • VSW: GL5632, GL8133 Approvals • cULus • FM • LPCB • CE • See Approval Tables Maximum Working Pressure • 175 psi (12 bar) Minimum Operating Pressure • 7 psi (48 kPa) Temperature Rating • See Approval Tables Materials of Construction • Frame - bronze • Deflector - brass • Screw - Brass • Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy - Seal - teflon • Bulb - glass with alcohol based solution, 3mm • Escutcheon Assembly - steel NOTE: Users should refer to Globe's web site (www.globesprinkler.com) to ensure that the most recent technical literature is being utilized. I" HORIZONTAL SIDEWALL LPC/CE HORIZONTAL SIDEWALL VERTICAL SIDEWALL RECESSED HORIZONTAL SIDEWALL RECESSED HORIZONTAL SIDEWALL LPC/CE RECESSED VERTICAL SIDEWALL FINISHES AND ACCESSORIES Finishes • Factory Bronze • Chrome • White Polyester • Black Polyester - special order Escutcheons • Brass • Chrome • White Polyester • Black Polyester Wrenches - Standard • Recess • 1/2" NPT • 3/4" NPT NOTE: Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be expected when exposed to corrosive atmospheres. Although corrosion resistant coated sprinklers have passed the standard corrosion tests of the applicable approval agencies, the testing is not representative of all possible corrosive atmo- spheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, humidity, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. DEC 2019 GFS-102 PAGE 1 of 5 INSTALLATION NOTICE Do not install any bulb -type sprinkler if the bulb is cracked or there is loss of liquid from the bulb. Sprinklers should be tightened enough to obtain a leak -tight joint when water pressure is applied and/or hydrostatic test is performed. Sprinklers should not be overtightened as this can result in distortion and subsequent leak- age. It is recommended not to exceed 14 ft.-lb. (19.0 Nm) torque for 112 inch NPT sprinkler threads; 20 ft.-lb. (26.8 Nm) to 314 inch NPT threads. Step1. Sprinklers must be properly oriented. Step2. With pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprin- kler fitting. Note: Do not grasp the sprinkler by the deflector. Step3. Wrench -tighten the sprinkler using only the appropriate wrench. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex as applicable. Note: Do not apply wrench to frame arms. TABLE A: HORIZONTAL SIDEWALL SPRINKLER SIN GL2826 0) GL4226 0) GL5626 0) GL5627 GL8127 0) ORIENTATION HSW HSW HSW HSW HSW K-FACTOR 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 5.6 (80 metric) 8.0 (115 metric) NPT 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135-F(57°C) 135°F(57°C) 135°F(57°C) 1357 (57-C) CULUS 155°F (68°C) 155°F (68°C) 155°F (68°C) 1557 (68°C) 4" to 12" Below Ceiling g 175°F (79°C) 175°F (79°C) 175°F (79°C) NA 1757 (79°C) 200-F(93°C) 200°F(93°C) 200°F(93°C) 2007 (93°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135°F(57°C) FM 155°F (68°C) 4" to 6" Below Ceiling NA NA 175°F (79°C) 200°F (93°C) NA NA 286°F (141°C) 135°F(57°C) LPCB 155°F (68°C) Ref. No. 147c/05 NA NA NA 175°F (79°C) NA 200°F(93°C) 286°F (141°C) 135°F(57°C) 155-F(68°C) CE NA NA NA 175°F (79°C) NA 200°F(93°C) 286°F (141°C) (1) cULus LISTED CORROSION RESISTANT WITH POLYESTER COATING. 2-9/ 16" (65 mm) 7/16" (11 mm) NOMINAL MAKE -IN c1 0 1/2" NPT-- WRENCH FLAT DEFLECTOR BULB SEAT BULB FRAME COMPRESSION SCREW FIGURE 1: SERIES GL-QR HORIZONTAL SIDEWALL SPRINKLERS GL2826, GL4226, GL5626, GL5627 2-3/4" (70 mm) 1/2" (12.7 mm) NOMINAL MAKE -IN 0 3/4" NPT W WRENCH FLAT DEFLECTOR BULB SEAT BULB FRAME COMPRESSION SCREW FIGURE 2: SERIES GL-QR HORIZONTAL SIDEWALL SPRINKLERS GL8127 DEC 2019 GFS-102 PAGE 2 of 5 TABLE B: RECESSED HORIZONTAL SIDEWALL SPRINKLER SIN GL2826 (1)(2) GL4226 (1)(2) GL5626 (1)(2) GL5627 0) GL8127 (1)I2) ORIENTATION RECESSED HSW RECESSED HSW RECESSED HSW RECESSED HSW RECESSED HSW K-FACTOR I 2.8 (40 metric) 4.2 (60 metric) 5.6 (80 metric) 5.6 (80 metric) 8.0 (115 metric) NPT I 1/2" 1/2" 1/2" 1/2" 3/4" HAZARD L.H. L.H L.H./O.H. L.H./O.H. L.H./O.H. 135-F(57°C) 135-F(57°C) 135-F(57"C) 155-F(68°C) 155-F(68°C) 155-F(68"C) cULus 175°F (79°C) 175°F (79°C) 175°F (79"C) NA NA 200°F(93°C) 200°F(93°C) 200°F(93"C) 286°F (141°C) 286°F (141°C) 286°F (141°C) 135-F(57"C) LPCB 155°F (68"C) Ref. No. 147c/05 NA NA NA 175°F (79"C) NA 200°F(93"C) 286°F (141"C) 135-F(57°C) 155-F(68°C) CE NA NA NA 175°F (79°C) NA 200°F(93°C) 286°F (141°C) (1) cULus/LPCB/CEAPPROVED WITH 1/2" ADJUSTABLE AND 3/4" ADJUSTABLE RECESSED ESCUTCHEON (2) cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING REDUCER REDUCER WALL CEILING CEILING CUP 4" TO 12" - cULus LISTED WALL _ PER BS5306 -- CUP 2" MINDIA. \ i p DIA. 50.8mm \ i P HOLE. IN MIN. CEILING 2 15/16" 1 29/32" HOLE IN 74.6mmCEILING48.4mm DIA. DIA. I--i —� RETAINER DIA. DIA. RETAINER 1" MIN. 25.4mm MIN. 1 3/4" MAX. 44.5mm MAX. k 1/8" 3.2mm �1/8" MIN. �-3.2mm MIN. 5/8" MAX. - 1/2" ADJ. 15.9mm MAX. - 12.7mm ADJ. 7/8" MAX. - 3/4" ADJ. 22.2mm MAX. - 19.1mm ADJ. FIGURE 3: RECESSED ESCUTCHEON TABLE C: ESCUTCHEONS 3/4" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 325422 325423 Brass 325424 325420 White Polyester 325426-W 325427-W Black Polyester 325426-B 325427-B Stainless Steel 326140 NA 1/2" ADJUSTABLE FRICTION FIT RECESSED ESCUTCHEON FINISH 1/2" NPT 3/4" NPT Chrome 332071 326040 Brass 332072 326041 White Polyester 332073-W 326042-W Black Polyester 332073-B 326042-B DEC 2019 GFS-102 PAGE 3 of 5 TABLE D: VERTICAL SIDEWALL SPRINKLER SIN GL5632 GL8133 0) ORIENTATION VSW UPR PEND VSW UPR PEND K-FACTOR 5.6 8.0 NPT 1/2" (15mm) 3/4" (20mm) HAZARD L.H. L.H 135-F(57°C) 135-F(57°C) 155-F(68°C) 155-F(68°C) CULUS 175°F (79°C) 175°F (79°C) 200°F(93°C) 200°F(93°C) 286°F (141°C) 286°F (141°C) 135-F(57°C) 155-F(68°C) FM 175°F (79°C) NA 200°F(93°C) 286°F (141°C) (1) cLILus LISTED CORROSION RESISTANT WITH POLYESTER COATING. 1/2" NPT WRENCH FLAT 90�`J BULB SEAT 2-1/4" 2-7/16" BULB (57 mm) (62 mm) COMPRESSION SCREW GLOB GLOB FRAME 3/4" NPT DEFLECTOR 7/16" (11 mm) 1/2" (12.7 mm) NOMINAL MAKE -IN NOMINAL MAKE -IN GL5632 GL8133 FIGURE 4: SERIES GL-QR/SW VERTICAL SIDEWALL SPRINKLERS TABLE E: RECESSED VERTICAL SIDEWALL SPRINKLER SIN GL5632 GL8133 (1) ORIENTATION VSW PEND VSW PEND K-FACTOR 5.6 8.0 NPT 112" (15mm) 3/4" (20mm) HAZARD L.H. L.H 135-F(57°C) 135°F(57°C) 155-F(68°C) 155°F(68°C) CULUS 175°F (79°C) 175°F (79°C) 200-F(93°C) 200°F(93°C) 286°F (141°C) 286°F (141°C) (1) cULus LISTED CORROSION RESISTANT SPRINKLER WITH POLYESTER COATING. FOR ESCUTCHEONS REFER TO TABLE C 2 15/16" DIA. 2" DIA. MIN. HOLE IN CEILING 1 29/32" DIA. I I REDUCER I- 1/8" MIN. 5/8" MAX. - 112" ADJ. T _ 7/8" MAX. - 314" ADJ. CUP 1" MIN. CEILING RETAINER 1 3/4" MAX. WALL �" MIN 6. " MAX. FIGURE 5: MODEL GL-QR RECESSED VERTICAL SIDEWALL SPRINKLER DEC 2019 GFS-102 PAGE 4 of 5 TABLE F: PART NUMBER SELECTION PART NUMBER SIN + TEMPERATURE + FINISH XXXX XXX XX SIN I F TEMPERATURE GL2826 2826 GL4226 4226 GL5626 5626 GL5627 5627 GL8127 8127 GL5632 5632 GL8133 8133 CARE AND MAINTENANCE 135 135°F (57°C) 155 155°F (68°C) 175 175°F (79°C) 200 200°F (93°C) 286 286°F (141 °C) FINISH 01 BRONZE 02 CHROME tITCART 17I19:8IoA'1*%11:1 a 1 04 1 BLACK POLYESTER I Note: All combinations may not be available. Refer to Listing /Approval Tables for available listed combinations. Prior to installation, it is important to read and follow the "Sprinkler Caution" sheet included within each box of sprin- klers. This sheet (GFS-840) is available on Globe's web site (www.globesprinkler.com). Store sprinklers in a cool, dry place. Exposure to extreme heat will damage the thermal sensing element, possibly re- sulting in premature activation. Avoid direct sunlight. Replace any sprinkler that shows any corrosion, damage, or loss of liquid from the glass bulb. Do not attempt to paint or alter the sprinkler's coating in any manner after leaving the manufacturing plant. Do not attach wiring, ropes, decorations or fixtures to a sprinkler. Absence of an escutcheon, used to cover a ceiling hole, may delay sprinkler operation in a fire situation. It is the owner's responsibility for inspection, testing and maintenance of the fire sprinkler system with all components and devices in accordance with the National Fire Protection Association Pamphlet 25 as well as any other requirements as set forth by the local Authority Having Jurisdiction (AHJ). ORDERING INFORMATION SPECIFY.• • SPRINKLER • Quantity • SIN • Orientation • Orifice • NPT • Temperature Rating • Finish • Part Number (See TABLE F) • ESCUTCHEON • Quantity • Finish • Part Number (See TABLE C) • WRENCH • Quantity • Part Number 1 /2" NPT Standard . . . . . . . . . . . . . . . .325390 3/4" NPT Standard . . . . . . . . . . . . . . . .312366 1/2" NPT Recess . . . . . . . . . . . . . . . .325391 3/4" NPT Recess . . . . . . . . . . . . . . . .325401 GLOBE@ PRODUCT WARRANTY Globe agrees to repair or replace any of its manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 Airpark Dr. Standish, M 1 48658 • 989-846-4583 • www.globesprinkler.com • Technical Support • 989-414-2600 • techservice@globesprinkler.com DEC 2019 GFS-102 PAGE 5 of 5 40, SP RESIDENTIAL FIRE SYSTEMS INC. www.resfire.com 1l312022 To Whom it May Concern: 8085 F. Crystal Drive Anaheim, CA 92807 Toll Free (800) 635-1666 Local (714) 666-8460 Fax (714) 666-2978 L1c.#C-16, C-16 786965 Can you please extend the fire sprinkler permit for the following home for final inspection. The reasoning is that it is a custom home and took longer than anticipated to build/complete: Anderson Residence 53411 Via Mallorca, La Quinta CA. PMT#FSS2020-0104 Thank you, Stephanie McKinney � 6-4e� %Ll Residential Fire Systems, Inc. CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org December 8, 2020 Residential Fire Systems Inc 8085 E Crystal Dive Anaheim, CA 92807 Re: Residential Fire Sprinkler Plan Review — ANDERSON FSS2020-0104 / 53411 VIA MALLORCA, 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 t,,(2 oa 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: 53411 VIA MALLORCA PERMIT#: FSS2020-0104 AT ED: 12/8/2020 DESCRIPTION: ANDERSON RESIDENCE 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 I Deluge/pre-action SPRINKLER U.G. Final I 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 IF 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 IF Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final IF SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final IF 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 IF 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