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HomeMy WebLinkAbout TR 25478_ PLANS (2) r �`, a NQ MYU-o w2 L GENERAL NOTES Q ' :1 J N_Wr, GREENWALD AV 1 AUTOMA77C FRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE D O d W,m t INSTALLED/N ACCORDANCE WRH NFPA 13D.1999 EDITION AND N N 3'L AUTHORITY HAVING JURSDICT70N GUIDELINES. Q m W Q 2 THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH cD Q N w THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING - z w 10-L N LL Q 0 0 GRANTED. 7HE JURISDIC77ONAL FIRE PREVEN710N OFFICE WILL BE N NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE S z W z r d o REQUESTED INSPECTION � n S wQ��O 3 THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TEST w R - 1U w"oi N a 0 COMPLETE THE CONTRACTORS MATERIALS AND TEST CERTIFICATE AND ^p �Q' LANGERFIELD CT. �1'N U z FORWARD TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR FINAL APPROVAL OF THE INSTALLATION. 4 NOTCHING,DRILLING,OR 07HER WISE PENETRA77NO STRUCTURAL MEMBERS SHALL BE IV ACCORDANCE THE CHAPTER 25 OF THE m(Lg(L�4 UNIFORM BUILDING CODE. `. co iI5. TYPE OF PLAS77C PIPE TO BE CPVC MANUFACTURED BY CENTRAL SPRINKLER CO.HARVEL,CO.OR SPEARS MPG,AND UL.LISTED Q� 6. AT LEAST 3 SPARE SPRINKLERS OF EACH TYPE AND TEMPERATURE TS �O k N r N r N IC RATING ALONG WITH A SPRINKLER WRENCH SHALL BE MOUNTED/N i A BOX NEAR THE RISER { 7. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING NORTH ° a { /7'S FUNCTION .... NU( �o y o 8. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM - VICINITY y MAP - LL1 PLUMBING CODE.PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY NOT TO SCALE - AFCON MFG.ARE U.L.LISTED AND ARE INSTALLED ACCORDING TO THE w +w _.HANGING REQUIREMTS.IN EN THEIR TECHNICAL DATA(SEE OFTA�. J�n �. 1IV/�XC g 9. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WIM LEGEND77 THE MANUFACTURES REOUIREMENTS AND THOSE CONTAINED W a ��I O NFPA 130,,1999 EDITION Q RESIDENTIAL PENDENTSPRINKLER Q rELECTRICAL BELL O O \.J O 10. THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE OO (/P11IryiT otrogc RESPONSE sPR1NKLER JNTEWOR BORN - SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS PENDENT OLICK RESPONSE SPRINKLER -0- PROPOSED RISER LOCATION tieER DETAJJ WATER METER pp 4)r ADDRESSED ON ALARMS SHALL BE OF SUFFICIENT NN7ENSITY pp b (1)10 loup CLEARLY AUDIBLE IN ALL ROOMS WITH INTERVENING CLOSED. v NODES TO DESIGNED HEADS 11. SMOKE DETECTORS TO BE INSTALLED BY 071iERS. 00 DROP OR RISE BErwiEN rLOOgs Al, FIRE HYDRANTS 12 RESIDENTIAL PENDENT SPRINKLERS ARE UL.LISTED AND g.� Sxrn}O �> T P ® 0A71E VALVES _ MANUFACTUREDBYRELIABLE SPRhWL.ERCO.INSTALLEDAT16XI6'FT: - MAXIMUM SPACING(SEE TECH.DATA). V mod' I SHEET INDEX ?w� 13. UPRIGHT INTERMEDIATE TEMP,QUICK RESPONSE SPRINKLERS ARE U.L. SHEET# TITLE DESCRIPTION SCALELISTED AND AT 130 SO.FT.SPACING 7LRED BY RELIABLE SPRINKLER CO,INSTALLED 01 SITE PLAN GENERAL NOTES 11-8-10, 02 PLAN 4063 RE SPRINKLER PLAN 1/4-1=0" 14. PENDENT INTERMEDIATE TEMP QUICK RESPONSE.SPRINKLER ARE ULrl LISTED AND MANUFACTURED BY AUTOMATIC SPRINKLER CO.INSTALLED AT 130 SO.FT-SPACING S; 15 A STREET PRESSURE HTDROTEST IS REQUITED AT ROUGH INSPECTION 2 Or W vJ I. BLAZEMASTER CPVC.PIPE DIMENSIONS WATER FLOW INFO: W� 2.4 D BLOCK b•MIN SDR 13.5(ASTM F442) - INCHES(MLLA4ETERS) J HGL . . . . 1701.0 ` R BLOOD NOMINAL SIZE AVERAGE OD AVERAGE lD LBS/FT. 3/4' (20.0) 1.050 (26.7) .874 (222) .168 STATIC PSI. . . 93.9 PSI 1' [25.0) 1.315 (33.4) LIM (28.0) .262 SAFETY FACTOR. . . 84.5 PSI °' ♦ -� OPVC DROP : 1-1/4':(320) 1660 (422 1394 354) .418 RESIDUAL PRESSURE . . 20.0 PSI 1-1/2'(40.0) 1.900 (48.3) 1.598 (40.6) .548 Cq 2- (50.0) 2.375(60.3) 2003(50.9) .859 FLOW. . . . . .1500.0 GPM 2-1/2'(650) 2875(730) 2423 (615) 1257 FROM, E.V M.W.D. DRYWALL CEILING PRINKNERD 3' (80.0) 3,500(8&9 2.95I (750) 1.867 DATE- 2116105 - O. 0 ow ARM OVER STRAP DETAILz ! zff_ \J o d -WOOD MEMBER-- ^ - ,_ D 6GRELLlS- 1 ` CPVC.PIPE ..:.-.. _ CPVO HANGER _ O o � 1 n O SECTION VIEW BOTTOM VIEW Riversitle County O f®TT®R4 WOOD WNEMSER Fire Department S4'¢�AAF DL AIL mmo...omam tmam•Brymmme �,m 1 H O ambapxmbl2%2W3 I [�Nbt'lLC7f0�TEST DETAoL / RECEIVED M>cxiwnommn, o-:boar bPua z' �- bu amaleRomseet Fm cePwe �^_�^ � - NEC 23:� Proe ewenwcrpnmtsmwl,n/.wueCwoaPs,e Veceuibs l9 2803 _. 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'1 - anau I 254JP-.C.mtlmm l7A PLi1`_TM WvwalAl Ce YFae 3>tiTmmKuhr obptlmmmlbe aMVWns 46 al momvE�mm we wmlY hYem PmPmemeienm6Bm Teo3lm ioaEof ,moncacd:3melou dregrmtivemallafltr ovieon We.Eore 1l Wehomee fl Ws Webebcrc tbtl firt ep�mkkrsmroueimuwoold4dbm¢8rtmmly � LLllu INSP.TEST.SIGN B" f :clb�m�"veLrtam4lmeiem611om roemewoawe++mr�llim�.whu¢ o v s_ v lerv�w.wn.»�r tumaaenamewm.wy�ewpew f�swm - �C•:�.00 V2'KEYLE66 111.PULLPORT BALL v&vE - j am °" "'t mr ce >s LL TO FLOW OFIII FE�IVALEM 1 �nc mn T 54 3 e U - 1 T Ja Ids Z SK BS 144 193 194,24'J,T49,L19,23P.253 � � O /1���� � LY 1 254 9 Ide 1 I 1fi5 66 69 tat,2R7,md260 o ! \ Ilookkmilvd pmAve�eepo ors z�.cYeoTave mY9m+bmem8'�eamu auw loeeeRoAr�geez,facL+pmleNrcWm WWmedel--eP�emeeonhatmee WW479A3W. Iq� w,mvaecm�ee..Pi.m.�esno�ememz nmrc � ��� E--� FIN s-ED coe � t'tamI coos W W W 510 C.PY.C. RPE HANG�O DETADf� ""a C rok Mu mq a Ems+e PMmag hparoom e, ryo J E wmrtP mw yD pvweot w NOT TO SCALE ¢ o u w 55> Z Q a TA114' L TIONHFW 2 INCH CP.V.C.PIPE 1' RISER DET'A�Uur00`er ound1 QO Others)INSTALLATION � e IN5T4LL ON TOP,BOTTOM OR 51DE OF BEAM TO OVERHEAD Q+ SPRINKLER SYSTEM .MUST c5=REQUIRED FASTEN=R-e5 x 1-1/4 INCH HARDENED 6 APPROVAL HEX HEAD SCREW WITH 5L:6 INCH HEAD. EE--� 6'POTTER OTH BELL - (WIRING BY OTHER6) OHO RIT}.RSIDE G 1;\T1'F DEPARTMENT I r, f CPVC PIPE STRAP ! / B1.. I ' F.� �F0 t-14!2'x24'Ar-CF55 PANEL - l�T�--iJ ® S J DD LETFERM AN,FSS F C\2 1/2 MA:N DRA.N J1 RELIEF VALVE C\2 300 P51 PRESSURE GAUGE D,AI'F` l CASE# SYSTEM SENSOR FLOW SWITCH RE I IRL DEPT.%PPROVALFOR PLANS IS VALID FOR ON F I"L.AR-SUBJECT TO (\\ Q 00 I 0 - I' CHECK VALVE C011PLIA.\CE NTTH,APPLICABLE CODES \ ' � CPVC PIPE HEX HEAD SELF - DOMESTIC SHUT-OR- ` 4 TAPPING SCREW m `J U N Q m L}O NK 4 \\ (� `I'COPPER M J /�-,F Q IQ MINIMUM ALLOIABLE HANGERS PIPE SIZE Pi Len th n• .:.•.... a ._.a •... =.. T... III -- PER LENGTH O'PIPE I' WATER METER INSTALLER TO VERIFY �a " 3 vJ W Inches 1 Hanger 2 Hangers 3 Han ers I-4FGRO�N LINE '_OCATION IN FIELD 3/4' 0'-0'TO 5-6' 5-T TO 11'-0' II I'TO I6-6" ,WATER MAIJ�L � s I' 0'-0'r0 6 0' 6'-I'TO 12'-0' 12 I'TO IS-O' 'O+ O - //���p �� I m ��r`srsiEris p 2' 0-0'TO 8-0° 8 O I6-0' 16 TO 24-0 I'COFFIv,'PVC �^ i( pG ,!, !^ c-16., \v„ O 2-1 M� 0-0'70 9-0' 9-ITO IS-0' IS-I'TO P-0�" pfi 1 1'i2'TO 1'il'PVC TO O v II COPPER ADAPTOR 3' 0'-O'TO 10'-0' 10'-I'TO 20'-0' 20 O 30'-0 �� NOT TO SCALE �\�\\\,\ i O +>�r � i O ' m wauzzor WQ=ZZP} HYDRAULIC DESICxN_pATA go'.Qa�� A.HJ. RIVERSIDE COUNTY W�m 0 Q aN I= JWN-wjN DESIGN STD: NFPAI31) F'dEd 0 ry� PLAN TYPE 4063 ��N o 3 F LS ISOU1q AREA LOCATION FIRST FLOOR m�wwNaz "CF FLOWING SPRINKLERS 2 W u N R�N J Z. WW-olzoo DENSITY .05 G.PMJSQFT. .05 N =LL=JQ N Q REMOTE AREA 512 SQFT. o z Z z LL DEMAND AT BASE OF RISER > J N n�o o FLOW 25.1 G.PM. R N a a m O LL 3:W �m Uz hh ® PRESSURE 40.E P.S.L I =LL o I� INSIDE HOSE STREAM 5.0 G.PM. �a � oa ,� UI ( 7 HYDRAULIC DE51GN DATA Ll BONUS RM �ILI DESIGN STD. RIVERSDPAI DNTY W'zwQ u 4 W 11 II B'CLG I �r UO= w M BEDRM I e'cLG 9'CLG I � j PLAN TYPE 4063 /AuNrDIRY` ' �' AREA LOCATION SECOND FLOOR Z ID tot C OF FLOWING SPRINKLERS 2 llloptp� � o� P DENSITY .05 G.P.MJSQFT. .05 Cp Q QNj^N � I (� REMOTE AREA 512 SQ.T Q Q to F I DEMAND AT EASE OF RISER ID PRESSURE 410 I b III INSIDE HOSE STREAM 5.0 G.P.M. I �QJ KITCHEN DINING Iv Li ,; lK 70 < 9'CLG ING NTR 9 CL 9'CLG V CLG VJ IIII "I m I Ili �Ili� � r�^W -4 vJ h iFl SITTING @ NOOK ( �ITTTING V CLG 9'CLG CLG. m N �'_6• 13'_10• y + • \0 y k 10'-4' 4' 4-0' ® 4- co KI9 C4-0C EN • °3 BEDRM 5 J p a @ $'-0'2 e'CLG co • %�'EiA BEDRM I _ I @ M BEDRM U 9'cLG e'CLG FAMILY o 6' 91 cLG iv e'CLG • s MBA. • • €w M BEDRM w w lb,CLG O I=1 _ / u a m @ 9 LC. W. • q'_11 • L® �2 • 18 • -4• 9' cp r a I-1 in 9 5A.4 a p IN © I 0 N O )i e'CLG m O • 9' HALL @O - O 1 uPs' 4' DNe' T' I' — • . -0` � • oeove II HALL} u • 8'-0' U WFfFLACOFT. oENTo15'-3' MM V o W Oa M.BEDRM. ) �e • 9CLG II 7 I DEN p j! I? BEDRh f 3 I B 9'CLG e'.CLG I I ro - 91p NING • OWD Q I it UPS• UNDER �1J °.�a'.� Q 11 uP s' r, 4• AUN Y it 4'-4' • 10'-10' • STAI S U� �I1 LA 9 CLG ® C-)XA G�c ��II _ J. - 9'GLGI C=7 0 O O 7 'Q $ 0 9'4• it DNe, Q Z Z UP • - • . o� a e, I I e' HALL C4 ® BONUS RM ill = I . 4'_1 9' 1• 9'_1 4'_7' J U U(D BEDRM(o - I 44 $.-0• @ _ CLG B CLG HALL = HALL $-0 I I z �p 4-_2" a,-3` 3-SPACE 9'-3' e'CLG m @ m r (I � • 0 I_- \wm~W • GARAGE ccW PO 9'CL.GCLGO BEDM 4 a'CLG w •21 °.�- • 0 • I � O O'mUQCL LIVING q _� _ I 9'CLG DN 9' M �n 1 L-------------------DN --1- //�� 3_8• � 9' - � � n �Cc) El (�I `� • r / ENTRY / Ll Q J J ��rA PORCH 0 CLG rT rr - T T� DI 9 CLG -- (WITH 5ATI4 4 AT DEN/ FWDR.) I-- _ __ J O U LL 11JJ/L�11JJ-LLL Z O FIRST FLOOR l� W $ APPROVAL SECOND FLOOR 2,24� U • 0$- �, RIVERSIDE C UNTY F RE DEPART:1tENT Q N 0 I1®',�I BY. F I ,5T �L�O f=L TOTAL ,0�3 TODD LETTERMAN,FSS /2'V5 �, C-�ARAC DATI: CASES �CiIDN CpNT,P €V THE F IRF.DLP F.APPROVAL FOR PLANS IS I I VALID FOR OS I:FLAR-SUBJECT SYSTEM TO COMPLIANCE I17TH APPLICABLE CODES a: � STEMVENTIAI RI 51NG. EXP C-Ib•I/!0/0 l86%65 P J III qT .I ? U Lu F �CF GA1•\FUG o o ;jam anmw�Oran GENERAL NOTES 3wN_W�N 0 1 AUTOMATIC FIRE SPRINKLER SYS HAS BEEN DESIGNED TO BE o 0 a fz�d)F O LL INSTALLED IN ACCORDANCE WITH17H GREENWALD AV NFPA 13D.1999 EDITION AND - - AUTHORITY HAVING JURlSO1C770N GUIDELINES. mN a 2 THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH 3 �-Q Z THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING w WLLNLLQd)O GRANTED. THE JURISDIC77ONAL FIRE PREVENTION OFFICE WILL BE Z O =u r a =an NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE S01 - r •n S- REOUESTED WSPECTION w Z w IY L oq 3. Wd z Woo THE INSTALLER SHALL PERFORM ALL REQUIRED ACCEPTANCE TEST �' � w� r� m COMPLETE THE CONTRACTORS MATERIALS AND TEST CERTIFICATE AND ,,pad Q- LANGERFIELD CT. - ?w T 6 FORWARD TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING OIL SF FOR FINAL APPROVAL OF THE INSTALLATION. - - _ f�N 4. NOTCHING,DRILLING,OR OTHER WISE PENEMA77NO STRUCTURAL O,9 _ aiO� O Y u L ww MEMBERS SHALL 8E IN ACCORDANCE THE CHAPTER 25 OF THE _ w Q a UNIFORM BUILDING CODE CO0-R d 5� 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY CENTRAL � w � SPRINKLER CO.HARVEL,CO.OR SPEARS MFG,AND U.L LISTED Ww r_Z w r w U pa a. �SLL =N U 6. AT LEAST 3 SPARE SPRINKLERS OF EACH TYPE AND TEMPERATURE TSAOQ O do)O r-IC RATING ALONG WITH A SPRINKLER WRENCH SHALL BE MOUNTED IN •`lJy A BOX NEAR THE RISER. , 7. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING NORTH H a ITS FUNCTION h 8. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM VICINITY MAP PLUMBING CODE.PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG ARE UL.LISTED AND ARE INSTALLED ACCORDING TO THE - NOT TO SCALE 3L - 40 3 �} HANGING REQUIREMENTS.//V THEIR TECHNICAL DATA(SEE DETAIL. - J g 9..THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH LEGEND y@y &€ € THE MANUFACTURES REOUIREMENTS AND THOSE CONTAINED IN O NFPA 13D,1999 EDITION RESIDEV77AL PENDENT SPRWLIER e•�O�CAL BELL o 10. .THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE Qo Lf"GHT anCK RESPONSE SPRIIWLER SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS PENDENT OUCK RESPONSE SPRINKLERCl HORN R i ADDRESSED ONIB ALARMS SHALL BE H WERVESUFF?Y NT WOINTENSITY p PROPOSED FUSER LOCA TON(PER DETAIL) 48303 � ; �� CLEARLYAUDIBLE IN ALL ROOMS WITH IV7ERVE/Vl/NG CLOSED. e � �` ®NODES TO DESIGNED HEADS ^ W �N tt SMOKE DETECTORS TO BE INSTALLED BY 077-IERS. o DROP OR RISE BETWEEN FLOORS A- �R�� '\ l�lJ INSPECTOR TEST VALVE 0 GATE VALVES 12 RESIDEN77AL PENDENT SPRINKLERS ARE UCi/SITED AND FmILr,rf�„�rc fF,c ar�?cr V I� MANUFACTURED BYRELIABLE SPRINKLER CO.INSTALLED ATI6'X76'FT. �J - 148- 306 MAXIMUM SPACING(SEE TECH DATA). - - - SHEE-INDEX 13. UPRIGHT INTERMEDIATE TEMP,OUICK RESPONSE SPRINKLERS ARE U.L. SHEET/ T7TLE DESCRIP77ON SCALE -T. t i ^W A LISTED AND MANUFACTURED BY RELIABLE SPRINKLER CO INSTALLED 01 SITE PLAN GENERAL NOTES "�S-'Q" Q N el AT 130 SO.F SPACING 02 PLAN 3613 FIRE SPRINKLER PLAN 1 4--1'-O' - l,.yl lL1 14. PENDENT INTERMEDIATE TEMP QUICK RESPONSE SPRINKLER ARE UL \ n LISTED AND MANUFACTURED BYAUTOMA77C SPRINKLER CO.INSTALLED AT 130 SO.FT.SPACING 15 A STREET PRESSURE HYDR07EST IS REQUIRED AT ROUGH INSPEC7701V o OF BLAZEMASTER C.P.VC.PIPE DIMENSIONS A/� C 7� J 2x4 D BLOCK 6•MIN SOR 13.5(ASTM F442) • / TER FL OW INFO: INCHES(MILLIMETERS) Cf'Vr A OVER HGL . . . . 17010 WOOD EL W NOMINAL SIZE AVERAGE OD AVERAGE/D LBS./FT. BLocK 3/4• (20.0) 1.050 (26.7) .874 (222) .1 88 STATIC PSI. . . 93.9 PSI Po • 1' (320) 1.66 (334) z101- (Zso) :262 SAFETY FACTOR. . . 84.5 PSI CPvc DROP 1-1 4'(320 1900 (463 1394 406) .418 RESIDUAL PRESSURE. . . 20.0 PSI 2'2• 5-00) 1900 (48.3 f5_98 (409) .548 2• [soo) 2.37s(so.3 2003(5oa) ssa FLOW. . . . . .1500.0 GPM 2-7/2'(s5.0J 287s(73.0) 2423 (61s) 1.257 FROM. E V M W D. O DRYWALL CEILING ._-SPRINK HEAD 3• (Boo) 2 3500 C6daJ 951 C75.0J DATE 2/16/05 ARM OVER STRAP DETAIL _ a z pw� I -WOOD MEMBER- R_R / U IL W OD SCREWS-._ - mg m m O CPVC PIPE ^V OPYG HANGER e N SECTION VIEW ®OTYOWI VIEW 15 G 0 0 a _ * River id C Hty ���. ® NJ � �°'irk WIEINbER Ftre D p rt e.ut `9 S RAP DETAIL �23,­ INBPECT019, TEST DETAIL rvaa� RECEIVED .cam r safarsr. a -: w 3 z O m.cw Rw4e c I'I SEC 28:IDU3 mve rrotae revmvssatn,w.w+eC+vanrr - U �.9 `V mb¢19,2W3 PO.Hex 1 49 -TO SYSTEM-, V CENTEX HOMES w.m:es a u2w2 154Y V W � ~ r � nmwmv.ce®anmr Mauler.Ca•eaHomn , � �•�• RH,(,ti0'N4ke9bimID iLunvelxau Nm 2546,2a6'n,254'18254'9 '� - £ �''.. Q ..on tmmlaeye Red F Gyum �rYN%DmllCyottaodW:RWng^, �0 tl Subyct n 25aJ4231 n,3N]$2591F RbgLm rmdRiou �R' ramm �.! TLe follpweag CoME ofA�o»I frrt 4eeWve ! al hallrml TGe Vhcmt \ :' \ +yp �tt � Eommv+vw[Cbmtva mv¢t uo;t,Mo.ecros of aa®gn oska vumimr of � m 3� �eR W leaveatpvzm 16-l•,kIW ma' YOe popaem " 8�sptmLkrsb Tr•e12S1T6 LOLLi$?9q 1]tl259'IJ Lxa 31,32 f tan T 256>6-Gnat I66 IL � Tm125a�eL ?$2l 5$41,81,ffi Iqc 93,194261?4$M9,25q 1 ar T 2%77-Cmd+ 1 t wm. 253,Twg25{791Qa${IS'J.163;Ib$1®,iY12Dlaod?ID I hnmo L ?54)8 !<wN I b i Q T tWa 1 250M Caotl b //// r - cum � Tie WxWaideG Fve l)cpeNec bm byciumxa the ellmatne I / G ILL p�. � W +nodip¢efuumllmg flee MmUmemilloftdeuma®tlsabom vOaa inw�eOi Ow O by - aT+ek call Of UIY r NSP.TEST SICsN Iwm.° '� mmimeaeg>ou. emvm t�Pwau rse mm vme�u mo weLL�t z 77 Ifyw aMWGbe auY fuMvwrcuO.+wvb Nu VoJett Pk•+e Lai teem / j In•r.ErLess�L-„LLPCRr raA__vA_vE .a as+:r �, 2 b �� / C•)300 W/FL,W SIZE EQUIVALENT e TO FLOW OF HEAD TmtY Sn Iu /J 'famnn '1B Lots 11.17.Stl 81 146 1 3 19 f 268 249,250,253 Twv I 254'l9.Io 1 1 5 6169,IB1,ROT aed340 br a tWOP••aifal ve Uaee� 'u»>WT•OYgw!+'.tiomngardmg Uus / O g Radrgrc;FaO A. P ntt9o9r4]993oi GyYio�aek4e[ wn ctm u P xem � FINISHED FLOOR L�N1BfLLe Op1°6epeP�"vetE"` emrxaaar •w -- cxvlLxlwMes E- � i•�C L W 510(�q ��p�/ �) IUI/ p Io, IL p C.If .V.Cl. a F 0 �/rLo�V'�Llr'2 DLS��f d=MILL= w� n � - to �y"i""g` _ _ �+i mea 1 4:CWk HOOeDOO.lala7fklTRPknnmg Dgv�1� Cc(.amiINmnoe,CLyo(IJteHWowe PlaumiyyypOomt �-V NOT TO SCALE V 7 / Z W SIZE 1/4 IN THRU 2 INCH C.P.V.C.PIPE zQ 0 VISTA__ IcN 1" RISER DETAILfu ndergirQa�nd by othersD a � •INS A__ON TOP,BOTTOM OR SIDE OF BEAM TO OVERHEAD .MUST USE REQUIRED FASTEENER-•8 x 1-1/4 INCH HARDENED SPRINKLER SYSTEM W HEX HEAD SCREW WITH 5lI6:INCH HEAD. 6 6'POTTER Ex BELL W (WIRING BY OTHER, ERS) �I'CPVC rIIL��., If2 //��� /1�l^,'.InIII O fCPVC PIPE STRAP SL��O FOAM V o CIRCLE E � r� r � � �14 i?'x24'AGCESS PANEL r �L 5 I/2'MAIN DRAIN W/RELIEF VALVE - r 1 300 PS PRESSURE GAUGE - LJ SYSTEM SENSOR FLOW SWITCH Z O N O I' CHECK VALVE i CPVC PIPE HEX HEAD SELF DOMESTIC SHUT-OFF- V y O Y TAPPING SCREW \! 0ol IT, 4 `I COPPER M MINIMUM ALLOWABLE HANGERS LATER METIER -® O PER LENGTH OF PI=E = - APPROVAL PIPE SIZE PI e_en-h INSTALLER TO VERIFY ° RIVERSIDE OUN YFIRE DEPARTMENT Inches - GR N7_'.NE LOCATION IN FIELD a ° Han EY 2 HT Oers 3 Hancers 0 3/4' 0'-0 TO 5 6' 5-l'TO O' II 1 TO'6 6' �UAtER KAIN r u ^,/ W TO I LETTE ni h I-I/4` 0-0'.TO 6 6' 6-T TO 13' 0' 13 TO 6' O - _ i' 0-0.TO 6 0' 6-I"TO 12 m' 12 I O 8 0' O CCPFER_l. IIV2'PVC O ��' _ a �� SYS TIAi Flfff p 8 a^ 2-I/2' 0-0'TO 9-0' 5 I'TO IB-0' 16 I TO 2- O 35 l - 1-I/2' 0-0'TO l-0' l I TO 14-0' I4 O 2'.-0' 1T 1T r CASEI u1/y2_ (J -a --�'-_---- 111 THE •.:t.I4Pf trPRO%AUFOR�P AA'815 - c-I6•TevsmS N Q O 1/ 0-0'TO 8'-0' 8 I'TO 16'•0' 16 TC 24 6 -6 I'�2'TO 14pp__pvC 10 v%1 111 FOh tnt JECTTO � V, � ExP.1130Io6 ? -m". - " «._. .': COPPER ADAPTOR CONY I7H APPLICABLE CODES "�� -��r,. TO 10'-0' 10'-I'TO 20'-0' 20-1'TO 30'-0' - O z FD �p0 � ^ NOT TO SCALE - z O ' NNW pf.W HYDRAULIC DESIGN DATA ' � a'�u A.H.J. RIVERSIDE COUNTY w 4 0 n DESIGN STD. NFPAI3D dPLAN TYPE 3613 ' AREA LOCATION FIRST FLOOR ro w N 4 z OF FLOWING SPRINKLERS 2 u N N d)w W LL NN,p DENSITY .05 G.PM./SQFT. .05 m _-_,�<� REMOTE AREA 512 SOFT. N u Z a�3: 0p �� DEMAND AT BASE OF RISER FLOW 29.2 G.P.M. (K w d�N�O LL ® LD PRESSURE 500 PSI INSIDE HOSE STREAM 5.0 G.PM. �N o g L � u .4d6g ifT HYDRAULIC DESIGN DATA 6ea � M BATH HALL 2 BEDROOM 4 A.H.J. RIVERSIDE COUNTY �� 9'CLG 9'cLG 9'CLG 9'CLG DESIGN STD. NFPAI3D a a W a- a a u �zLu w PLAN TYPE 3613 re'cLG AREA LOCATION SECOND FLOOR - �D N - OF FLOWING SPRINKLERS 2 fib^ DENSITY A5 G.P.M./SOFt. 05 ^ N -Uj REMOTE AREA 512 SO.Ft, Q b(o DEMAND AT BASE OF RISER b Q V qII'4 FLOW 26b G.P.M. U 4 O PRESSURE 54 0 P.S. 1 I� �ll „ - NO GARAGF- INSIDE HOSE STREAM 5.0 G.F M `l ^ l i.9'GLfi TO f� h`l j 0 j N • m II W.I•C• 1 • • Y/1 II � V � M BEDRM II dl OI NO I/a 0 I p yy V CLG tD II DEN I 9'cLG 0 0 15 13 9 CBLG • j 9'CLG co O 0 • 1(d it a'-m" 11 r� I-I 8"0 r _1 W � f If if ' IQ • I I 6-4" 4- ® _.—— __—:__._—�1. • �/ J I �/4 • • / &�, 1 /A 1(0 ✓//// II II �C6JJr�ll IT W -j 1/J a O • I,�/ j r II 0 9'CLG 1 I � Flear ZaJE // jl - II 1/ II I L_ _ --__ DN 9' _ I t0 ' I II BEDRM 2 i/JJ/J - UP V/1 LLl CLG Y,I I V 6_2� 8'_g� 9'CLG' • • ) W ry m m � I' 2� IP 9'XI' UP9' q G R ON 9'XI' • z -- `� Q' Y/1 12 m Y/) R X`� fed UP9' • ----------- ivIT ��1 LINrj� rI �� 21-10' �11 r� � Ow -------- ❑ ON A / 9' 8 ID NING V/ O / 1// 9'CLG • / • BA 2 Y/� 4 r6 s ' W c0 / LOFT 9'CLG 8'-0' ITT LZ II'CLc+ �p ON 9 /1V. W CLG i DN.9' ID NE TRY f 1 • UP9' • _ jl Ij (D / @ BEDRM 3 OPEN TO ABOVE I � UPZ • • DN9' / _— -I • UP9' I �F �1 y I • - DN9' DN9 ❑ g %/i% %i—y %%i%i ' V 9 � r� 1J� <L //JJ -10L I J Z DN9 ON 91 O O X __ RN 9 -� PORCH Y, _6• 1'_6• I --------------a'l S' DN9'�,. W CL �co I • _O 6'-I(D" • ji GARAGE r V V e 1� r- IVIN z II'CLG V W BEDRM 4 CL mW m co H r/ � -m 1 I� 0 raj �O ON 9' L_J UP 9' V/ Z O ® © OL � FIRST FLOOR �,��� ------------------------- -j Q Q Q S CCNE) FL CO F:)L AN TOTAL D FLOOR 3,61 3 F 1 ,5T FLOOR FLAN I GAR GE 599 � o APPROVAL RIVERSIDE FIRE DEPARTMENT N O Z o e 7()UD LETTERMAN,FSS g m N Dal CASE# tEGiION CpNr 111C11„I DEPT %PPROVAL FOR PLANS IS QQ.O �qn Q 10 III o a C41.IU FOR ONE YEAR-SUBJECFTO Z W -- ---- COMPLIAACL%%IFH APPLICABLE CODES sr E NSAIi P1 O O Q Foy CAS\P0 o o d wpinGNF GENERAL NOTES 0 a w Wr�.UOLLW GREENWALD AV 1 AUTOMATIC FIRE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE `O 1 Q E m 0 w INSTALLED.IN ACCORDANCE WITH NFPA 130.1999 EDITION AND O d w= AUTHORITY HAVING JURISDICTION OUFDFiS. 2 THIS SPRINKLER SYSTEM SHALL BE TESTED AND INSPECTED BOTH THE ROUGH AND FINAL INSPECTION PRIOR TO OCCUPANCY BEING U m LL d2-I w GRANTED THE JURISDICTIONAL FIRE PREVENTION OFFICE WILL BE Rq - - z NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE OF THE REOUESTED INSPECTION A9 �Now��F a 77-IE INSTALLER SHALL PERFORM ALL REOUIRED ACCEPTANCE TEST , > d di w 0 ^P �P LANGERFIELD CT. N a a 0 p d- COMPLETE THE CONTRACTORS MATERIALS AND TEST CERTIFICATE AND w N U z FORWARD TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR FINAL APPROVAL OF THE INSTALLATION. QS r wQ z0 u.�w 4 NOTCHING,DRILLING,OR OTHER WISE PENETRATING STRUCTURAL O.p, - - 1 '6 z Z MEMBERS SHALL BE IN ACCORDANCE THE CHAPTER 25 OF THE A�w N�d UNIFORM BUILDING CODE. `.9� 0 _ W 11-a(L a IL 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY CENTRAL J Una z0- w SPR6WCLER.CO.HARD CO.OR SPEARS MPG;AND U1.LISTED a a w¢ Q w w 6. AT LEAST 3 SPARE SPRINKLERS OF EACH TYPE AND TEMPERATURE - TS OQ RATING ALONG WITH A SPRINKLER WRENCH SHALL BE MOUNTED IN �_ 3R - 406 A BOX NEAR THE RISER. 7. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN/ND/CA77NG NORTH - IT S FUNCTION. & PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM VICINITY MAP \ \^ w PLUMBING CODE PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY AFCON MFG ARE U.L.LISTED AND ARE INSTALLED ACCORDING TO THE NOT TO SCALE HANGING REOUIREMENTS.IN THEIR TECHNICAL DATA(SEE DETAIL). - Lu J 9. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH - LEGEND THE MANUFACTURES REOUIREMENTS AND THOSE CONTAINED/N Z -5 - a ��/ NFPA 13D,1999 EDITION. Q REB/DE m4L PENDENT SpmwLER Q 6-ELECTRICAL BELL O O HORN 1 10..THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE BVTEFVOouICK RESPONSE SPRBVKLEA - SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS - PENDENT QUICK RESPONSE SPRIW-ER �C a on+aa+ ADDRESSED ON ALARMS SHALL BE OF SUFFICIENT INTENSITY h CLEARLY AUDIBLE IN ALL ROOMS WITH INTERVENING CLOSED. 'e PROPOSED MSER LOCATION OER DETAIL) ®.wATHt METER b y O 10 po If SMOKE DETECTORS TO BE INSTALLED BY 077-IERS. ®NODES ro DESIOItED HEADS A. IRE HYDRANTS u' N O DROP OR RSE BETWEEN PLooI h M RESIDENTIAL.PENDENT SPRINKLERS ARE UL.LISTED AND FE E T �VALVE ®.: QA7E VALVES - Q Q(gyp fp MANUFACTURED BY RELIABLE SPRINKLER CO.INSTALLED AT16WI6'FT- 10 I I 1 V O/D MAXIMUM SPACING(SEE TECH.DATA). SHEET INDEX U 13 UPRIGHT INTERMEDIATE TEMP,OUICK RESPONSE SPRINKLERS ARE U.L - SHEET�` TITLE DESCRIP77ON SCALE ^? R LISTED AND MANUFACTURED BY RELIABLE SPRINKLER CO,INSTALLED 01 SITE PLAN GENERAL NOTES -'O" J/C N 1G J Q AT 130 SO.FT.SPACING 02 PLAN 4063 FIRE SPRINKLER PLAN 1 4'-1'-O" 2J Q�U l� 14. PENDENT INTERMEDIATE TEMP OUICK RESPONSE SPRINKLER ARE U.L. 4 8 3O0 Q LISTED AND MANUFACTURED BY AUTOMATIC SPRINKLER CO.INSTALLED - r^ AT 130 SO.FT.SPACING 15 A STREET PRESSURE HYDROTEST IS REOUIRED AT ROUGH INSPECTOOV. BLAZEMASTER CPVC.PIPE DIMENSIONS WATER FLOW INFO 2.4W ocD e-ocK�- 6•MIN SDR 13.5(ASTM F442) --.I C� ARMOVER zxn WOOD AVER4 E(MILLIMETERS) HGL - 1701.0 BLocK NOMINAL SIZE AVERAGE OD AVERAGE/D LBS./FT. Z 3/4 (20.0) 1.050 (26.7) .874 (221J tse STATIC PSI. . . 94.3 PSI 1' (25.0) 1315 (334) 110! (28.0) .262 SAFETY FACTOR. . . 84.8 PSI m • cPvc DROP 1-1 4"(320) 1.660 (42s 1398 NOW .418 RESIDUAL PRESSURE. . . 20.0 PSI - ti. W 1-1/T'(40.0) 1.900 (48.3) 7.598 (40.6 2" (50.0) 2.375(60.3) 2003(50.9) .659 FLOW. . . . . .1500.0 GPM 2-1/2"(85.0) T.87s 030 2423 (s15) i267 FROM rE.V.M.W.D. - DRYWALL CEILING 1 3' : (80.0) 3.500(B8.9 2.957 (75.0) 1867 DATE: 2116105 - PRINK HEAD - ARM OVER STRAP DETAIL -WOOD MEMBER 5CREW5 ° CPVC PIPE CPVC HANGER SECTION VIEW SOTTOM VIEW Riverside CoUnty t�.9 O BOTTOM OF WOOD MEP BE:R F Department r n I STRAP®mTAC' ,P ¢ I I ___ __ +.r r°`w...¢.:.x. .arv�m4m.mOmnwc. Rwicd Oecebha Z32W3 � O ___ __ irmY,tlsle. vnnmwn..aamegam•srrvr - : _ ELT DETAL RECEIVED • drsv 'xa:. - 1i P�x.+am - OEC F3 EI63 tws era«.a.¢rre.maa<�.+�I¢c¢¢sr n.¢ beumhr 19.2P01 PBsvaid4 G4 YdW215 9 `\ .�_ Y V d1 LLl t0 SYSTEM-, CENTEXHOMES _ �� To dvss NubqussL C¢�PW1M•®PB,htln Fbm°- {(6.ad Mtlke&peorc TagWeTraattw..254 4'/'1,154v8,25479 e�.ons Fmm.lvsg¢R¢Aievn.F CaPlem Ow.d8c34mr,�ee.wdW.R¢dsyuva, : - n > w'0 ' "I°"' mx�n u4 a u n zs4xa,z5439 FI.e[w com,uod Iwem�o cN� twa�wn,m.¢n ¢eetim.m¢taeuay�mtwn¢ro�m¢aw TmwPr�n¢t \ a�wm fly R¢�d,¢P3..,.w roa¢,aeul W3 .nwvW w¢a¢"m r s c4,amw leu LLa- J w+utl.Rrt�mkba Tna 254T61 829J issd I54tt luu 31,32ms m 3 m re Ting Y54?e E¢1b,1},5#,K#JJt5I 93,19F,2i24P,249,25Q mt 2 Coudtytq]Ta Tcsw T 2 -Cav46o0lYb IN N F's.sem.. 253.isad,2N191a¢51,15?,16S,A66,IN,161,2V?¢¢tl216 i Tmtl4v r 254?4-cmmYOP I?L - : t)w a'� Q e � LL r4s^^Pi'•8b vouEebnMwoellWBfimM+oBlusIDaU4F�th stove sve - As an al N ¢ooJSYoosxw¢vb4k¢mps¢pow wstnlhn&firc eP'+�Ivs,v allot f £�LL� ~ e m¢r4boW:661ou. r We h¢m tet lv. W behew dmifim s➢smTJmsw tlmw uww world zLhes Grs ufery. _ M•u�s 'riv¢matmu Tb¢lobth+w¢y.opowmiP.r4unom¢s er64 me "V`9_ � INSP.TEST SIGN U ra. Irm¢mnwam.¢,Pra�m�.tos¢�,atw lmtvl¢�klu¢¢°- .x®..o�¢�m�nw¢nsn...vu¢w.. e 1rz ¢Har,>nm.�w¢,KETLE65 I.I.L.{l1.F�LLF'ORT BALL VALVE .' r w¢w 7 w W/ ICE SIZE EOWYALENT TO 1i.OW OF 1 HEAD a /B/Rrygvs�lenP d. Tmss T I W.c 26 61 146 94,R4),248,249,Z50,153 - 2impi8° \� � Tmw ] 1254 9!as 51 5 5 fi8 I6 Ifll RO md2 9 O aas.ne, \ �/ 11¢Pk Duna 1 ,W Ir vofinvc mY9acumes¢8a<d'neths �¢ b,ga Rodigua,F.¢Gpmio Spaln4st Fsolsw¢ 'vePW¢wsM tmep9pW439A3 - FINISHED F OOP `. RsvpsadeC9umgFteP4mmegs6°Wmerb6 fw.t reeed r--I � cxrrrFxxoMee "- W. 510 `>o�.IL.tl.C. PDI�LS HANGER ®LS u b•RQL� x""w°me x�c.rol¢u¢ame.w.Alntm�.FY®ca�¢om acn.lu¢Pnn�,c�y¢rw¢�er�¢¢aelao¢aezxPa+�r � NOT TO SCALE W a x � u SIZE 3 =7 1/4'INTHR71 2 INCH C.P.VG PIPE SY INSTALLATION 9" RBSER DETAIL(u n¢�ergrcund L)y o[6 ars1 • 2� IN5T4LL ON TOP,BOTTOM OR SIDE OF BEAM TO OVERHEAD Q SPRINKLER SYSTEM 1 .MUST L5=REQUIRED FASTEENER-"S x I-I/4 INCH HARDENED HEX HEAD SCREW WITH 5/I6 INGH HEAD. 6'POTTER EM.BELL - W (WIRING BY OTHERB1 �I'CPVC CPVC PIPE STRAP / a(/U �14�x'x24'ACCESS PANEL y O� ® 5 I/2'MAIN DRAIN W/RELIEF VALVE - F 300 PSI PRESSURE GAUGE SYSTEM SENSOR FLOW SWITCH I p I, CHECK VALVE O �e CPVC PIPE/ HEX HEAD SELF DOMESTIC SHUT-OFFS cc• C I T` O 7" APP E tL"'�Cr:I , TAPPING SCREW04 RIVERSIDE 'DUN IRED ENT FOAM CD'\(/\�� � �"JJ �r COPPER M T e� J- ODD LE1TE [[-- gc MINIMUM ALLOWABLE:HANGERS RMAN,FSS PLF I��I _O PER LENGTH OF PIPE - - 1' WATER METER - //) th INSTALLER TO VERIFY • _ a J DAl f !- CASE - ,:,.f '1(���iP_)P�Rg VAL FOR P V ��Q] (('�`� PIPE SIZE Pipe Len GROUND LINE LOCATION IN FIELD iRl I ~ a m Inches -I Hanger 2 Hano rs 3Han ers1. V III ton r,NJ .SIS TION Cp t!j N 3/4' 0-O'T05-6' 5'-TTO L.-C' IV-1'TO 16-b" WATER MAIN S CO>IPLIAMLNIIRAPPLICARE"TO ��ptE 1' 0'-O'TO 6-0" 6-'"TC 12-0' I2-I'TO 18-0' _ CODES rz2=-_ I���' -'"16(Y„gl`I IF 1-1/4 0'-C'TO 6'-6' 6-l'TO 13'-0' 13-I'TO 19'-6' UII'COPPER L 1'h'PVC 1-IR 0'-O'TO l-0' l-I'TO.4 0' 14-I'TO 21-0' "C 2' 0'-0'TO 8-0' V4 TO 16-0' 16-1'TO 24-0' 19-10 ll'-1' 2-I/2 0',0'TO 9-0" - 9-I'TO IS 0' 18-1'TO 2l-0' ._<,._ . Ire'TO 11/2'PVC TO 3' 0'-O'TO ID-0' 10-I'TO 20-0'. 20-l'TO 30'-0' COPPER ADAPTOR vT�exP.ct3m O u NOT TO SCALE Op GA\-Lf 0 a , HYDRAULIC DESICTN DATA o 2i-����� A.NJ. RIVERSIDE COUNTY LU WDj; DESIGN STD, NFPAI3D �"m J PLAN TYPE 4063 )- J AREA LOCATION FIRST FLOOR m N z "OF FLOWING SPRINKLERS 2 J DENSITY .05 G.P.M./SQFT. .05 m z REMOTE AREA 512 SQFT. N -��� ' DEMAND AT BASE OF RISER V> d 'A FLOW 28.1 G.PM. IL W J N U g® PRESSURE 40.6 INSIDE HOSE STREAM 5.0 GPM. r HYDRAULIC DESIGN DATA aJJ JS� uJa �ZU- A.H.J. RIVERSIDE COUNTY �g �a a>W M BEDRM e'cLG DESIGN STD NFP W AI3D a a _ BONUS RM �J? . e'cLG 9'GLG 7UNr:RY PLAN TYPE 4063 s'GL AREA LOCATION SECOND FLOOR OF FLOWING SPRINKLERS 2 � O�°p DENSITY '05 G.P.M./SQFT. .05 ^ Q 00i REMOTE AREA 512 SQFT. 'S Q ty b --- _ DEMAND AT BASE OF RISER W Q V pp10 FLOW 28.0 G.P.M. V OV PRESSURE 41Z P.S.I. INSIDE HOSE STREAM 5.0 KITCHEN g %NO K S,CLG DI GLN� I VINCs NT S. e S,CLG 9'GLG m WWI (6cA W r-w NOOK SITTING SITTIN V GLG �h' • �j $�� 10'-4' 4'- 4'•0' 4_ t 1 -T -1 � 8, 0, KI9 H N �• BEDRM$ m S � 9'CLG �`JJ M BEDRM e'cLG FAMILY o 3' 6" a. 0" 6'-10' �p e'CLG `' • • °GLG • NZ/ O /r I M BEDRM s'CLG -�' 9 I G 1 N • 4'_11 • i® ppL2 • li?J a ® UP 9 Kft ILI' L M BA.4 1 n OV ON 9' ® KJ 0 • N � (Q 9'CLG m O ON 9' _ 1Fj - i-IALL © 11P 9' o c.w 7-•-rr ElDNS UP 9'I • ® I I • N 3 l t� ON 9' �'-1"�Il 8�_6" �_I' • I 15'-i' ® -FIREFLO upvuALU I'_1" ® y 13 8' 0" i OPEN TO AMOVE e'GLG • o it'A M 11 PEN 4 0 _ W.1.c• 'v � N '�s � e'CLG 12 BEDRM 3 co I @ e'cLG k V CLG 0 I v 3'_ _ @ @ J DINING • 2� _ W ❑ - _ co°D 4 ,'GLG a I� N � 1_10, � e� DN 9' @ • IJP e' • UNDER LL ~ UP e' 4' 4'-4' 10-10' TS RS LL LL a _� a m_ N A9'CLG Y® ,n \ O I r I i_-�. % ® • • • - 9'CLG O 10 ° Z O O N - V_4. DN • ® ��-- r------------------- --- C� CL ' HALL @ • c0 e® I I e W 9'GLG� � S. � QL� BEDRM �o = BONG RM iD H 8, O„ 4'-4' a.-0' 0 z V ALL 61 3-5PACE o r 4'-2" SI_3. 9'-3" s'CLG • • • 7= GARAGE @ CL (j O • • BEDRM 4 I 1 9'CLG w w Q 9'GLG I IS W 9'CLG 21 I. P g I, • I, I • 0 co CID I• �_ O O m I i9 co LIVING ♦— � I� � ON 9' O -GLG ) C7( v 1 C� L_ _____�__________�,' _J� �O 8 r^ II/ / CL- to ON 51 :3;3 JJP 9'XI' ^L c) OFTf �l �, PORCH cL Q Q B GLG r»+��rsrr/->-r-l-rrrT -i- ❑ / /./////// /// D I'I � ® J L.L L<11JJ_L Ld L-lJJ.LLL (UJIt4 BAtHI 4 At DEN/ PU1DR.) U o LL11�-.LL�11J�_.LLL FIRST FLOOR �1816 Wj Ao J APPROVAL ,f y RIVERSIDE COUN Y IRE DEPARTMENT Ir f��r/m°+� �I SECOND FLOOR 2,24 1 Q N 0 5 COI `�D FL CO �L AI V B,C/TO^DVD/LETTERMAN,FSS P I I &T FL_OOfR FLAN`4 TOTAL �,��03 U W 7 c V DATF.L11�L4LCASE# '�V yY� 1 GARAGE THE f'(B k: EPT."PROVAL FOR PLANS IS VALID FOR ONE PEAR-SUBJECT TO We 9�s Q � � 0 65 COMPLIANCE WITH APPLICABLE CODES S IaE91 rIAl F1 O O I I . t -- I GENERAL NOTES GREENWALD AV WFN c°aN JW }N�jN Z AUTOMATIC FORE SPRINKLER SYSTEM HAS BEEN DESIGNED TO BE INSTALLED IN ACCORDANCE WITH NFPA 130 1999 EDITION AND AUTHORITY HAVING JURISDICTION GUIDELINES 00 S/ a z�t>1r1 2 THIS SPRINKLER STED AND INSPECTED BOTH THE ROUGH AND FINAL1 INSPECTION SHALL BE EPRIOR TO OCCUPANCY BEING O w QGRANTED THE JURISDICTIONAL FIRE PREVEN77ON Ir Z�Z NOTIFIED A MINIMUM OF TWO WORKING DAYS IN ADVANCE Z CE OF THE CE WILL BEAI REQUESTED INSPECTION ��TFOR N �N 3. THE INSTALLER SHALL PERFORM ALL REOUIRED ACCEPTANCE TESTCOMPLETE THE �y��r� �� Qo FORWARD TO THEONTRACTORS MATERIALS AND TEST AUTHR17Y HAVIG JURISDICTION PRIOR TO ASKINATE G /��` �P LANGERFIELD CT. 1l /.E 11 FOR FINAL APPROVAL OF THE INSTALLATION. Q�Q' �'�Y ® F w y~1LLL O A) d 1T �`A °u U11T1L�-�JpY 4. NOTCHING,DRILLING,OR OTHER WISE PENETRATING STRUCTURAL O,9 Z ZZ 11 LL' MEMBERS SHALL BE IN ACCORDANCE THE CHAPTER 25 OF THE a O WET �dQW>�JIL A1 UNIFORM BUILDING CODE 9� � U J� z 0 lry 00 5. TYPE OF PLASTIC PIPE TO BE CPVC MANUFACTURED BY CENTRAL w SPRINKLER CO.HARVEL,CO.R SPEARS MFG.,AND UL.LISTED 0 ff// W p a a W Q pJ Q Q UV1 6. AT LEAST 3 SPARE SPRINKLERS OF EACH TYPE AND TEMPERATURE ISM Yy ^ D �2�`�LL RATING ALONG WITH A SPRINKLER WRENCH SHALL BE MOUNTED IN �( a /J) - A BOX NEAR THE RISER 7 ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION. p $ 11 p�- 8. PIPE SHALL BE HUNG FROM STRUCTURAL MEMBER PER THE UNIFORM VICINITY MAP PLUMBING CODE.PIPE CLAMPS AND SCREWS ARE MANUFACTURED BY F AFCON MFG.ARE UL.LISTED AND ARE INSTALLED ACCORDING TO THE NOT TO SCALE HANGING REOUIREMENTS.IN THEIR TECHNICAL DATA(SEE DETAIL) Lu 9. THE SPACING AND LOCATION OF SPRINKLERS SHALL CONFORM WITH LEGEND THE MANUFACTURES REOUIREMENTS AND THOSE CONTAINED IN 0 NFPA 13D,1999 EDITION Q REaCENRAL PENDENT aPIL wun Q 6-ELEC7RICAL BELL 1m1®nr onam 10 THE ALARM INDICATING DEVICE SHALL BE LISTED FOR OUTSIDE OO UPIil04T cxkclC RESPONSE SPPAWLER O INTERIOR HORN ' SERVICE AND AUDIBLE FROM THE STREET THAT THE HOUSE IS � {�.PENDENT oulcrc RESPONSE sPRingaER � -o],aansi ADDRESSED ON ALARMS SHALL BE OF SUFFICIENT INTENSITY ^ h CLEARLY AUDIBLE IN ALL ROOMS WITH INTERVENING CLOSED. e PROPOSED RISER LOCA77ON(PER DETAL) WATER METER IIII-I-�K - 17 SMOKE DETECTORS TO BE INSTALLED BY OTHERS. ®NODES TO DESIONED f-fEADS h .�, ^ N O DROP RISE BETWEEN FLOORS PARE HYDRANTS T INSPECTOR TEST VALVE ® Q4TE VALVES 72. RESIDENTIAL PENDENT SPRINKLERS ARE UL.LISTED AND F� rnm4ewN.ro Peso o2�2 MANUFACTURED BY RELIABLE SPRINKLER CO.INSTALLED AT 16WI6'FT W Q�°oar MAXIMUM SPACING(SEE TECH DATA). Nl- �T�^ SHEET INDEX l 13. UPRIGHT INTERMEDIATE TEMP,OUICK RESPONSE SPRINKLERS ARE U-L. SHEET/ TITLE DESCRIPTION SCALE -- J U N Z J Q LISTED AND MANUFACTURED BY RELIABLE SPRINKLER CO,INSTALLED 01 SITE PLAN GENERAL NOTES ^ -'O' AT 130 SO.FT.SPACING 10 02 PLAN 3610 FIRE SPRINKLER PLAN 1 4'-1'-O' 14. PENDENT INTERMEDIATE 7EMP QUICK RESPONSE.SPRINKLER ARE UL. rl LISTED AND MANUFACTURED BY AUTOMATIC SPRINKLER CO.INSTALLED r V J AT 130 SO.Fr...SPACING r^9) 15 A STREET PRESSURE HYDROTEST IS REOUIRED AT ROUGH INSPECTION. m O h BLAZEMASOR 13.5 CPVC.PIPE442)DIMENSIONS WA TER FLOW INFO VJ Q zxa D BLOCK�� ,6'MIN_, SOR 1a5(AS7M F442) J CPVC AWOVER AVERAINCHE (M/LL6NETERS) HGL . . . . 1701.0 ~ co - zxa wooD NOMINAL SIZE AVERAGE G1D AVERAGE ID LBS/Fr BLOCK 04' (20.0) 1050 (26.7) . 774 (222) .168 STATIC PSI. . . 93.9 PSI r (250) 131s C3aa 1107 C2ao 262 SAFETY FACTOR. . . 84.5 PSI CPVC DROP 1-14. 320 lsso 42s 1394 354 .41s .RESIDUAL PRESSURE. . . 20.0 PSI 1-1 2'(40.0 1900 48.3 1598 4a .548 2• 50.0 2.375 so.3 2003 so.9 s59 FLOW. . . . . .1500.0 GPM W 2- 2•(65.0) 2.875 C730 2.423 (81.5) 1257 FROM.- E.V-M.W.D. O DRYWALL CEILING 3' 80.0 3.500 sag ZOO 50 1667 DATE. 2116105 In ' PRINK HEAD ARM OVER STRAP DETAIL bw� C�w= �u°� f-WOOD MEMBER, -� G q- OD 9CREW8 CPvO PIPE CPVC HANGER >- SECTION VEW EII VIEW Rivergide Co my SOTTOPv&OF WOOD MEMBER F Depa rin � O STRAP DETAIL m nEvlo .�'eeea�c+®wvmw.ranmD+++n+ Rv.'ub nKv9bv 23.3W) 1: � IV SPECTOR TEST DETAIL RIF :RECEIVED M c b m.bra,rrmsefayanauama I1O, �' ••'� OEC 2310 meero meew.l.eeenlw,f°.enlaecm.ry w. tMembm 19,2W] PO H9x IfK 11{{ ' �'e"V^�° W ad70.CA:93l031519 LL T,�.Q J YY N LLI TOSYSTE � Te.�aHe�����Me�°•�� CENTEX HOMES ' e..`y AE Ivey IWeabimrc Tawuvv TuaNa 3f1]e]l4n,254]8.254J9 �N N Mmuv'brye RabBu°,Fbe Ceplea 4v Me Ov9,bavr%mdW Rvd"41ver:. � Sugsl:T13N10.3NT!2N]8.251]9 flrt La.Coeanbm Tharao ab CmaibmrofAPpnW fa Meeboverafnmcea 4muWruu,'The grybwa �' � �� � . mxuMW lair: b®maan awl �"W•mWo+laYmkwaeaaw Oeb Waeugvbl9vte vleiMbry of Rebmamt)rm kl IDca b 1 1003u.hxb yar Wegwem. T TW2N6 Corva9tl16b 4 Q busll fne grtm4bnv T 61bL 254 .9U 1K U71TI Lae31,32 T T Y!a]]CmGpm tib a1f( r '1'ma24]ILvu 342],SU, .14o,'93194,]4],34&349.35q Tw 'heoi 25 b Ce1llb�tl Ub ' 25).T 1SIN Lae 51,1R I65,16q 1N,{t120]ma210. T T 234]9 CeoG I b ' TM1e Rlrvrbr C9vaY Fb'e pgxanxabrmeby blhe ebuurtive ^ Wb4eprbblmrbell ofrh Wumtb•hove ' Wa hanaan aeb bU:RR hclaro 0nl fircepmklve cbO a �vub111o[ �/ iL 0 11 INSP.TEST SIGN a'°^ mma«m.emmPo.'e mmar The w.arwe Y prgvwbivnullbvmagab Ux �_ Y "^'; ow"e'.'waln.<mrs:m.eoa<memw.rwPmsmvlr..e frel uam rl�cnwSmrPa„bla.,rcmrouowr.. IR'KEYLEBa L.L.PULLF'ORT BALL VALVE T 3'nzsl]a w ]e ln,zw €OHO W/OFFICE 81$E EQUIVALENTT-m Loa 31 7.3 W PLOWOF HEAD T W eTm 3N) Ioy 2a:2],!8 W 8183144I3,19V,24J 318,299,250.153 •O"W9 Tama xTw42519 Lou 1115],].5 148 169 181 20i,mtl2l0 � O O '^^'�` Ibok lawaNbegx rmpvvreb@le raluu.lrroc Mvc mY 9uatlme.ebmliry apr qur lmge Rvaepve2,Fvc Cepde Spalabn PWr+raelumWve Pbwe me Y909/4J9-93Uh. kn Rnxaidr Coaq PvePNumit a:Eva+oerrl.Y FI IS F 00 xw3..wb.' erel rcyuaa .... ✓ ..'......'. aO ww �. CaNfE%HOM6c W /T` ' 510 C.p.V.C. PIPE HANGER D N E E4AL � r ll H r-4 Ts!!11 a' (s:CwRlhrWvq Wetil.bw<PWmmg RPemml Cc CemlDoveboc,tlryo(WeEleimre Plamablrmerwmt yl /lam ' NOT TO SCALE IeMI� A _ q �U 1/4'IN TFIRIU 2 INCH C.P.V.C.PIPE IS INSTALLATION 1" RISER DETAIL(u ndergr0und by others) Q •INSTALL EONETOP, 50TTOgM�OR�SIDE OF BEAM TO OVERHEAD •HEXTHEAD 5GUREW WITH 5,FNINGH NEVI/4 INCH HARDENED 11, QI 0 SPRINKLER SYSTEM GLI 6'POTTER EXT.BELL W (WIRING B7 OTHERS) �I'GFNC O O �CPVC PIPE STRAP - cc14�2'x24'ACCESS PANEL S 1/2'MAIN DRAIN W/RELIEF VALVE F- r l 300 PSI PRESSURE GAUGE v SYSTEM SENSOR FLOW SWITCH CITY OF LAKE ELSINQRE � IO " 1' CHECK VALVE I �;-' K CPVC PIPE HEX HEAD SELF DOMESTIC SHUT-OFF- BUILDING DIVISIO Q W TAPPING SCREW / 4 APPR \'AL V N c-I V $ _ RIVERSIDEC CNTY FIRE DE AI}TMENT MINIMUM ALLOWABLE HANGERS I'COF'PERM w b TOUD LETTE1Zl�1AN+TS�\ PERMIT o � " I' WATER METER PER LENGTH OF PIPE �,�� ` R INSTALLER i0 VERIFY m CpcL'q PIPE SIZE PIPS Lon th GROUND LINE LOCATION IN FIELD A D'cT 1 I Y ®{�J0 Q ~ r\� Inches IHan er 2Han era 3Han era I' TAP INTO TII`31 lU lUlt u.1\II1V(-SLI3EC'1 IO IS / r v, m 3/4' 0-0"TO 5'-6" 5-�'TO II-0' II'-I'TO 16'-6' WATER MAIN Cp31pLIpNCL N 1111 U'PLICADLE CODES Qg1EC CO 'p Q LI I I' 0-0'TO 6-0' 6-1"TO 12-C 12'-I'TO IS-0' 1 -2c,aT6�T�Mi! cU 1-1/2' 0-O'TO T-0' 6-T'TO 13-0' 13-I'TO 19-6' O i COFFER L' IU2'F•VC O \ \' I-I/2' 0-0"TOT-0' T-V TO 14-0' 14-I'TO 21'-C' cl== Lu "c 2' 0-0"TO 8-0' 8-I'TO I6-0' 16-I'TO 24-0' m' IS-6' Q IIr2 TO 14'PVC TO p 2-I/2' 0-0'TO 9-0' 9-1'TO IS- 18-1'TO 21 -0 COPPER ADAPTOR c-la•Teasaa F Q J J 3' 0-0"TO 10-0' 10-I'TO 20-0-0' 20'•I'TO 30'-0' NOT TO SCALE FO 0 7Qt HYDRAULIC DE51GN DATA Lu A.HJ. RIVERSIDE COUNTY w-2a,o, DESIGN STD. NFPAI3D o 11 E m N woevfjnj PLAN TYPE 3613 a } a J AREA LOCATION FIRST FLOOR m mw-QZ 0 "OF FLOWING 5PRINKLER5 2 a N m-1 W DENSITY .05 G.PMI50FT. .05 REMOTE AREA 512 SOFT. o N w Z 4IL U DEMAND AT BASE OF R15ER a N w o d 0 JZv)W K FLOW 21J.2 G.P.M. fK w a w N o z gPRESSURE 50.6 P.S.I. w - o INSIDE H05E STREAM 5.0 G.PM. NZ N HYDRAULIC DESIGN DATA o_-,�o-JZ z0rwa-4tt W dQ��Q M BATH HALL 2 BEDROOM 4 u,QRzd�, s'cLG s'01— A.N.J. RIVERSIDE COUNTY Q z W Q>m �I s cw s IXG A DESIGN STD NFPAI3D ��a a =_-o=Qw rj PLAN TYPE 3613 N N a s'cw AREA LOCATION SECOND FLOOR b "OF FLOWING SPRINKLERS 2 �I [� DENSITY .05 G.P.M150.FT. .05 REMOTE AREA 512 SOFT. ^ Q Qihjcp DEMAND AT BASE OF RISER b Q FLOW 28b G.F.M. l S OV Ii NOOK GARAGEPRE55URE 31.4 PSI. V I\ � _ INSIDE HOSE STREAM 5D G.F.M. �l W1' 9'GLG - 9cLG sTO h Z m WZ QW 1¢ r o 30 j1 2140- (� Y Kl • II Ill 5'cLG Ij • T • F/� y M BEDRIM 0 i in II Q Oj0 NOOK i s 61 I p y s'cLG M 5AIj DEN ol s'cLG a 1 13 9'cLG j I r/JI r-I s'-m' • -0 ll 10- _ KIT H N I I/U F9MILY o • // i p. it V n s. I ('� HEAT ZONE ( /, II 0 J ii \/ I L_ ('I 0 -r-�I- I o� II BEDRM 2 / '/ / - ` up s' �/� r r r ----- II s'cls' > J • Y) H I 1 V r,-2' 8'-`1' 4'-5' /4 n -r 3'-m" 6 © uPs'xr o m m m DN sxr � • 8'-m' - — z //i/i�/� / 19 �, / I' / � f�/ �T >��a/ - -- -------- Y O. CANING ?T Z .. / OFT. cLc. y,r a-g' E YTI 0 Y v m m (j 1 9 cw TRY / oN s o� r ENT Y I • - I i a W I io II Y• o / BEDR7 1 3 ll OPEN TO UP I �W A50VE ('I - � Y s'cLG --- II / 3 g. 9 _ N t $mom Do V 6'-I0° 61 8' m' //./ __ I • up s' F LL OAll _ Dry s' DN 9 DN 9' I O O X _ - PORG DN 9' ( xl Q 7 Q L DN ell r i I -- --- ----- DNs' i -------------- W m 6'-1m" B • CsARACsE (; J U V IvING r Y EDRM 4 ul e 'er II'cLG Y Z d d II I v'i v. co \ s'CLG r BA 3 - - m it co ro w co Li_ Q Wai O O l v CO 1- O © �, OL cz° 0 o Z 6- C) FIR5T FLOOR 1,��1 -------------------------- a Q Q 5EGOND FLOOR SECOND FL0OF fL,4N TOTAL 3,%13 [= I ,5T FL00 FLAB RACE APPROVAL RIVERSIDE C :VT'F E DEPARTMENT N O ' ' cn U , T(lDD LETTERMAN,Fpppp--S���'S yn(/ Lu \ DATtt 1-W_(ASE#�V f7 � 1 j I a Q TRII _rutrl O"l.FOR""NSIS ,��CIION co" e W M/a` 111 U hUI. ,1R-SUBJECI TO COMILIA]1 L%11111 IPPLICABLE CODES �SYS NYS INFI "A � N G-Ib•186965 V A E%P.m3oim6 V�FpF GPI,\FO a Q y -a\ a w° __ NN WOO F0 W 02 ZZ'�L �l HYDRAULIC DESIGN DATA � x�=-�� �o-aa_�W i 'W 3N LOLLN A.i RIVERSIDE COUNTY W,,N_W DESIGN STD. NI'i p N m o N PLAN TYPE 3613 Q a AREA LOCATION FIRST FLOOR rNNmQr 0 -OFFLOWINGSPRINKLERS 2 <N�N.JW J DENSITY .05 G.PMJSQFT. .05 a i,a�qi REMOTE AREA 512 SQFT. o z d Z Z Off 0 DEMAND AT EASE OF RISER a G WC, NW- a FLOW 292 G.PM. Wn a a N�}}0 O PRESSURE Sob P.S.I. F oux o 6, NN INSIDE HOSE STREAM 5.0 G.PM. �- �aj7 WoWL M BATH HALL 2 BEDRooM 4 HYDRAULIC pESIGN DATA 9 GLG 9'CLG 9'CLG 9'CLG E a a O�-Z Iu r O A.i RIVERSIDE COUNTY a N a>W DESIGN STD. NFPAI3D Wa-�a4u FFOUOi T')WR'. PLAN TYPE 3613 9'cLG AREA LOCATION SECOND FLOOR y b b '0=°LO JING SPRINKLERS 2 DENSITY .05 G.PMJSQFT. .05 ^ Q 4 1 N REMOTE AREA 512 SQFT- DEMAND AT BASE OF RISER b L Q V Ob FLOW 2810 G.PM V ! S O V PRESSURE 31A P.S.I. tU GARAGE INSIDE NOSE STREAM 50 GPM. I1 . W_ NOOK � � 9 CLG 9'CLG JU NQ�� 5TOLQ SECTION --; I L1( e - I4 i ® n • =_- =_ __=_� � 21 II r I � I I w i c. II • � '"i • �� K M BEDRM 0 r 'D @ oj NOOK i/J 9'GLG Ij DEN I I r- 9'OLG f/J I Z WS 1E 13 9 oLG O• 9 OLG c0 I I r;J LLJ CO • II 6'_�.• 4_ • � —._._= -._:r=.-J1. • �/ I �� �,4 • • // M FAMILY NEAT ZONE r Q.-----� ON 9 I� c0 / / //iiir Y,9 gQ w= c0 ii BEDRM 2 _9' uP9 d'_g• P/� N�u� -___ - it 9'OLG !- V� H 1 1P g' / LL3 n 7-/-rr r / II fi i A-� 7� i .I �/i // • V J 9'GLG} I uP9' •'+ �•P5W •� O j /t// ON 9'x • 8'-0" Z //i// i / 19 / �' I/ V/ _ �1 ry / /i O - r �, / 2_10• -__-------- r/1 Y/ I x I 6 L ' DN9' $ ,I ❑A I� ___- _ Ul�p' r/, AIAZ • 0 9'cLG • I V i III r,a al t ;� W _ t0 / - 9'cLG H, 8,_0. 4;. ITTI II'cLG cV g, iIII 4/I t— 1_9• I II l yV x u�i ENTRY w ue'} c9 ENTRY f/� • up9' - • io II Y Nle � w'cLG / / BEDRM 3 ii OPEN TO ABOVEcLc _ N _ LAU ON ro' Im 6'-10'T j Zp _ • // o y smy_ v DN 9 n /////%%I,�y ///%%/ % /, %' 0. V ON 51 (57 ---_ PORGN ON -------------- T_6. 1'_6• I -------------- 6-10' , V k • • GARAGE ( J CL Zo LIVING Ei 9DRG 4 I� A I � u'�_ i fo ��W 0 �, I �— �j � � w Q cA III III I ( W ca li l Y uJ Z O i� III tf f ... = O,Qm ON VAV up WA, 0 o Z � �RSt FLOOR 1,i61 -------------------------- J J J J � I � I SECOND FLOOR TOTAL FIF,5T FL00 I V FLA � V o GARAGE egg APPROVAL V W o I- - - RI\'E�.IDEC F EDEPARTMENT �l N tWi� U Tf)DD LETTERMAN,FSS yn(/ t DATht V'!rASE#�V f72 I'V, o q TM _h YBh.it cimIII.FOR VI.INS IS c1lom Cpy -k-SUBJECT'10 �0 rp Op � 7 CO\IPLIAKE\I 111i Ill CODES 2 9n Z N G �SYS Nn61 TIAL FI A Q 1 ' � C-16•186965 Y � J J n Foy cA1.�FD � a