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LAQ-16-RS-088 Citrus The Cove Plan 1-72 BED 2 ._.r NO A. N.r� 45 Q. DINING BED 2 �I I FAU _. 61 I 7'r I N [,7 ARCH 0 ' ATTIC HALL ? WIC -3 0 - - - - ARCH - o "' -fir 10� ° HALL I I HALL A UT0 "N �--c ARCH I� I N._-------- DN 6 FT 1� EL=19' WIC l 19 �. - ` EL=19'lI �.-�•'�rr._�..._..'.-_�g . .............-- -Ha 1 1 ` GREAT RM EL=13' UP 3'FT CLG N _w c� ❑ 1' ATTIC - a ARCH !I � t . S. CL I{ . F A`_f1 � !. VIM r.-..__ v 1f (BATH I. p COVERED PORCH FP Aft I - HALL NTRY 15T CLG a 0 � e "-i 9 EL=13' ill HAL D(PS - .F------------------_ _ - uARCH ARCH o ARCH ' II II i M. BED I I I II i3` 9.1 I I 131 Iw-1 I I 2 CAR GARAGE I I FINISHED i PORCH I I 11r.m .• ram. „-�n�_ I lrirH I I i II a 1 jo 9.a w € c-) I n 2 CAR GARAGE LIVING = 2,800 SQ. FT. a FINISHED GARAGE = 577 SQ. FT. TOTAL = 3,377 SQ. FT. 11' - o - ARCH - JIq PORTICO Ixi 10 € r-C r = C1 77 " I II ❑ ❑ 7 EL=13' EL-13' 7m� T. 0. R. EL = 13' B. 0. R. PIPING PLAN EL = 7' 3r1611=1' ALL 3/4" CPVC PIPING ALL 10'-0" FLAT CLG'S U. N. 0. U. N. 0. REPRESENTS LINE - - - - - OF CLG CHANGE SECTION CUT ,A 3r16of=11_0TI II ICI PORCH JLJI (OPT PARTY DECK ABOVE OPT GARAGE) PIPING PLAN 3/16tI_11_011 �I lUl ICI PORCH I I (OPT GARAGE) PIPING PLAN 3161I1_0 =1 II _4 CASITA © - ARCH - 17 ARCH _____ ___ I. - (OPT CASITA) PIPING PLAN 3r16�=1 # _0}, CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO. NO LOT TO EXCEED MAX LENGTH OR DISTANCE OF PIPE OR ELEVATION ON UNDERGROUND LISTED BELOW ON UNDERGROUND NOTES NO A. 48 SQ. F . _u WIC UNDERGROUND NOTES: 1. FROM 8" MAIN TO 3/4" WATER METER THERE WILL BE 50'FT (HAX) OF I" COPPER. 2. FROM 3/4' WATER METER TO TRANSITION INTO B.O.R. THERE WILL BE 80'FT (MAX) OF 1 1/4" PVC. 3. THE WATER METER IS LEVEL WITH THE HOUSE. M. BED f -..0.,.._....._.............................7e NO A. 36 SQ. F WORKSHOP i yr: 2 CAR GARAGE FINISHED (OPT WORKSHOP & BATH) PIPING P NG PLAN 3r1611=1►_0It m 4 T.O.R. EL=131 s 300LB. WATER vUA6E 1!2" DRAIN FLOW SWITCI4 f DOMESTIC PLUMBING r. REGULATOR- 11 i" CHECK VALVE PLUMBING SHUT OFFS I TRANSITION FROM COP TO CPVC COMINED PLUMBING AND SPRINKLER SNIT OFF- 3 B.O.R. EL-7' (OPYIDNAL) ­71�._ . �._ .....ev FT OF ..._.... s•FT GE I" COP EL= '2 i ( ; 3 { 114" PVC (SWEEP) TRANSITION FROM PVC TO COP { Q }F =3' 50' COPPER LATTERAL� !- I i. 314" WATER S" MAIN METER EL=O' OUTDOOR SHOWER o ARCH ` HALL EMJM, (OPT OUTDOOR SHOWER) PIPING PLAN 3r16}I=11 _0tl APPROVAL Rive rSlde County i"Irt Department 0 ' e t rs ►ai Kolb fietrick The approval of plans and specifications does not ppemTit the violation, deletion, omission or faulty 3nstalllation of any requirements of Title 24 or any Local Ordinances_ Construction shall remain accessbe and exposed fflr inspection purposes until approved by the Fire Department. PLAN 1 HAADENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE Rqp GER AND IS THE IS FVNIS HEX HEAP SELF HANGER AND SCREW NiNpA pAI FASTENER SIZE ACCEPTABLE V IS FVRNl5HED WITH THE HMFGER AND 15 THE MINIMUM FASTENER SIZE ACCEPTABLE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND 15 THE MINIMUM FASTENER 542E ACCEPTABLE 4 �t CPW DOUBLE FASTENER STRAP TYPE HANGER CPW DOUI FASIFNER STRAP TYPE HANGER CPVC SINGLE FASFEM1IER STRAP TYPE HA4IGER FlGURf 23 -_CPVC HANGER FIGURE 24 - CPVC HANGER FIGURE 22 - CPVC HANGER CPVC PIPING APPLICATION PIPE SIZES MAX. HANGER SPACING 3/4" 5'-6- 1^ 6'-0^ 11 4' 6°-s" 1 12- T--0' a^ a'-o. U A 10% REDUCTION WAS TAKEN OFF FOR CALC PURPOSES. STATIC PRESSURE IS 95 PSI PER HI CHE COACHELLA VALLEY WATER DISTRICT. SYSTEM 1 T C WAS CALCULATED WITH 85.5 PSI. T A. S. SQ. FT. HANGER LOCATIONS ARE TO BE PLACED PER MANUFACTURERES SPECIFICATIONS ALL COMPARTMENTS WITH ONE HEAD WILL BE BASED ON 20'FT SPACING. ALL OTHER ROOMS ARE BASED ON 16'FT SPACING. CALCULATIONS ARE BASED ON THE WORST CASE SCENARIO WHICH WOULD BE A 2 HEAD CALC ON 16'FT SPACING The Cove at The Citrus Office °fi u�,� Rra Marsha] NOVfy! i � COIL. t''ract 32751 29 LOT BUILD -OUT Received Sy ADDRESS- LIST _ - ' + COLOR V LOT APN ELEVATION PHASE PLAN TYPE ADDRESS CONDMON LOT SIZE E 1 776-UO-001 5 1 50940 Cereza vACANT 8,712 2 776-340-002 M_._..._.-.. 50914 Cerexa VACANT 8,276 3 776-340-003 ... ...... ,T1A._ s i 50888 Cerexa VACANT _ 8,276 4 776-340-004 _ 4 1R 50862 Cereza VACANT 9.276 5 776-340-405 a 1 50836 Cerexa VACANT 8,712 6 776-340-MG 4 1R 50810 Cereza VACANT 8.276 7 776-340-DO7 - - 4 1 50784 Cereza - VACANT 8,276 8 776-340-DO8 a 1R 50753 Cereza VACANT 8,276 - 9 - 776.340-009 -- 3 1 54732 Cerexa - VACANT 8,712 10 776-340-010 3 1R 50706 Cerexa VACANT S,z76 11 -- 776.34o-011 ....................._...-_.....---..._._......-..._....-_......__......... .7 _ __ 1R _ _ ._ _ 50M Cereza -. _ VACANT ....... 8,276 ; 12 776-34012 4 - - 1 - 2 50654 Cereza - SEMI -COMPLETE 8,276 13 775-340 Q13 1 1 50528 Cereza SEMI -COMPLETE 8,712 14 776-340-014 1 3 50602 Cereza SEMI -COMPLETE 8,276 776-340-015 1 3 50576 Cereza SEMI -COMPLETE 12,195 15 776.34D-016 L 3 50597 Cereza SEMI -COMPLETE 13,068 17 776-140-017 L 1 S0623 Cereza SEMI -COMPLETE 7,840 i8 176.340.018 ...._ 1 1 50649 Cereza SEMI -COMPLETE 8.712 19 ................... 775-340-019 - ---_ __- 2 _ 2 . _ ._ -_. 50675 Cerexa VACANT . _ _ - 8,712 20 775-340-020 z 2R SL7701 Cereza VACANT 9,147 21 776-340-021 3 211 W727 Cerexa VACANT 7,840 22 776-340-022 .. _. 3 2R 50753 Cereza VACANT 8,712 23 776-340-023 - - 4 2 50779 Cereza- VACANT 8,712 24 77r-34G-424 1 3 50,805 Cereza COMPLETE-- 9,147 -.. 25 776-340-025 �__ .__.� .-_.�..-..__........... L 2 _.......... ..... 50831 Cereza .. _ .... --.... - - ......---- COMPLETE 7,840 25 .............._......_......-_..-..-_.............._....._.-..._.�......._......-.......................-..._ 776-340-026 1 .. 1 50857 Cerexa COMPLETE 8,712 27 776-340-027 5 2R 50883 Cerexa VACANT 8,712 ..-�......._-. 28 ...._.... 776-340-028 �. _-_ _-...... _- _.-...._..-.`.......... ...._... aA _........... _ 2 50909 Cereza . ................_ VACANT - 8,712 ...... _......_.. 29 ....` _� .... ......_ 776-340-029 .._..._-.. ... -_ ... -.. _....__.......... s - . 2R 50935 Cereza ---- VACANT 1,1411 A Street - -- - - ----- ----- - - I 54,014 8 street 5,968 - . C - 776-34M30 34,456 - MILES AVENUE �Y V J 1 U} 1I ' , � .i '• r^ -- T Uw W Q, ircl" - Its' �J � A VENUE 48 AVENUE 50 SITE w cc ❑ w AVENUE w � 52 a AVENUE 54 < l: ` �. ❑t I K VICINITY MAP N.T.S. Q J� GENERAL NOTES 1• THIS IS A WET PIPE SPRINKLER SYSTEM DESIGNED AND INSTALLED PER 313.3 AND I OR N.F,P.A. PHAMPLET # 13-D (2013 EDITION) AND THE RIVERSIDE COUNTY FIRE DEPARTMENT 2, ALL PIPE AND FITTINGS ARE NEW AND UL LISTED. ENTIRE SITE PLAN 3. PROVIDE ELECTRIC BELL FOR LOCAL ALARM. WIRING BY OTHERS. SIZE AND LOCATION ON PIPING PLANS. T 4. STORAGE IN ATTIC AND CRAWL SPACES NOT ALLOWED WHERE NOT PROTECTED. N. T. S. 5. GARAGE AND MECHANICAL ROOMS TO BE SPRINKLED WI175 HO. - 6. SPRINKLER HEADS OMITTED FROM BATHROOMS DUE TO NON COMBUSTIBLE FIXTURES AND NOT EXCEEDING 55 SQ. FT. -..._ ._ �. _..... 7. 0 = INDICATES CALC, REFERENCE POINT, 8. DRILLING OR NOTCHING OF STRUCTURAL MEMBERS SHALL BE IN STRICT ACCORDANCE WITH CBC AND CRC- (2013). 'Elft IS.'Up�,+v:bR RC0ftkE 9. ALL PENETRATIONS THROUGH FIREWALLS AND CEILINGS BETWEEN ATTACHED GARAGE AND RESIDENCE WILL BE SEALED IN AN APPROVED MANNER TO MAINTAIN THE INTEGRITY OF THE FIREWALL. I • I 10 TYPE IF REQUIRED) PLUS HEAD WRENCH SHALL BE PROVIDED MAINTENANCE BOOK AND 1 HEAD UP TO 3 OF EACH IN SPARE HEAD CABINET LOCATED NEXT TO RISER. 11. PIPE HANGERS SHALL BE IN ACCORDANCE WITH NFPA-13D AND THE WRITTEN INSTRUCTIONS OF THE 18 a r F - i t a: ar a• . PIPE MANUFACTURER. _ 07n WUO _ LOT27 LIOT ..,...._.. .: r1r2s --'�------, L�atTd 81 EIowC r •'' R Sal -.' r� "�_ ' "�'- p:- 12. ANY SPRINKLERS THAT HAVE BEEN PAINTED OUTSIDE OF THE FACTORY SHALL BE REPLACED WITH taTa I - -- ' ANEW LISTED SPRINKLER PER NFPA 13-D STANDARDS LOT29 LOT22 LOr21 LOT20 Lor09 lOrJs 13. EXTERIOR EXPOSED STEEL PIPING PAINTED. 1� Ar. . - I - I ansuvmwv�xwunw wy.nc E r�.s & nor �':a" 1�I grraw's: r{ ap.a: - I 14. CONTRACTORIOWNER IS RESPONSIBLE FOR INSTALLATION OF UNDERGROUND, (CHECK WITH SYMONS FIRE PROTECTION FOR PROPER SIZING) ;. •• � I t� r0.� �� �� ��• f �� ��, ... f 1, -rr I � ; 15 r. "- ' �'.�" -' `�_„` ' is `' W„ s=• . SMOKE DETECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE CODE _ gi 6'• , ND TO BE INSTALLED BY OTHE r L. s:' ! rI• ;�.. ,... ......._.. _.. _ A�. 4C.: sti: ;. �.: .. �¢ :...... ...�_..... _ ...a. � �- :r � sw �.._ _ ... _ mr�ie<r :rgr'wx'n „_._'� L �1 r--.-- SPRINKLER SYSTEM DESIGN CRITERIA AND FLOW REQUIREMENTS .-.. ...:_.._____ _i__� �___. ____ ___� �„g, •%!A_ � ... ___. .. ... EKGT&G 5TAL'67URES TO BE REMOVEDI$4L'JAGED PE,4? -._.. ,i. I_ � � r ....._.�----:_..:..-----'.- ....._.. ... ..._.;...__...... ..................�_�....-,...- -- - - - - - conxrRuca+a'r RINTFJVDS CTn7N '-.:. , 7 . , - ,4 .I ;. .. r � 1=� OWE DESIGN SPRINKLER TYCO LF II CONC. FLAT 4.9 K-FACTOR -" - m''' _a _ SPRINKLER FLOW RE . I.ii 16' SPACING FLAT 8' MAX OFF WALL ��c1 � .,me�µµ -.��....:.:�.s�. __.. _..�7�'-�&x•lu' , � : .3�._J'.�,_o .,. ..c .- ' �`�.-.. ._l� � �� ;.�9......�..._...�_....._...:_....... .- � �� $• •- -�+. w ,� �`--� ~'L�9�--_wsk-�•%D ....•�„rr.-...fntw...�Q.j. P,;. �.. ._ p,-.... �'•-.._s,t .-p-.. _._ .�u.:.... � .. � 7 - w. -•P.. a !. fir. p.nar• :lt,,'..�. +'i A.: I - °4•f. �� : .I R°F 'I,,�K .rl�um------- _ - -- _ r -- -- -- - -_-_ ----=----- - FLOWS PER HEAD ARE FLOW �• 1.i.0 [iP14I 7.0 PSI. 5IN # TY359fi r/ .. ..r..l.... .s..:.. �?'eJ-- re: I.. w...:.... '� .. -- _---- `l l - r i"R- "".R `k - - _ - :: ... s p . .� . : , . ' ..' r • , � . ' $�.: .' . �'�s' .�54. c�': •� 'E! . . F�j I.6F, •¢ya` I ee• .3 .r. I c6Rez�a 4 --- -- - --- ..dn•vrr G�•.�,.. r�L] ur.fo]r .. utF:�n ��� 'LAl s^ L+P r'°`'li�l` •� ,3., nrr ��I� i. �� - _ _. .... 1. � .._�.`R'... ......-'-...��../....-�. T:�d::�__ _. .....f :.....,�....•,�I.......,&.�....-+..:.�1. ....-- - Y _...r. -.... ! °i a.. I•� .,,s �! 4 11m `I - L: ' h+ i I I h f I LOTc ' o ?q. L._ ' I J 9j -I .. 'p4 -°�i LOT! I, •`u: LOTz'•I, LGTZ �'"H �, I •'4E LOTS n: -- fL4Y, � �• - _. LOT4 �F. - FLW 1R {91 _ 0.6•' ML wr.s-gys Wes! r Ln' °}a- ;` q c "A1' y � �V- rM:Ats O�iv'.f6S i RS].-IDS I r�iU'S 'W ,� I Im.fOI •"ix ,VO• I� _ _ _ _ _ _.___ _... _ _ _+� ,. .. y: �ti `• •.' :':h _ _ � it _ MIX _�' �rx.F�cw n wKxl�o*u wxar� - ........... _... 1 I _ I JEFFERSONSTREET J07E$ 6OURSF FOR a%1, IAGE 18PVCMySrD Vf r8 AS$ AM.. &LOPE wA,ir CLORB PER CITY STD an �E rA PVC @R5X ud1N. 51.LPE4� UNDERGROUND SERVICE ALERT CetTtll FREE 1-eoo oz� nsr _• w•Y� � _ 6ELVSTALLED Wt7H IARAMuce T.O.AaGNG" -��,v` Y°.3W1 Ap CANS1RLIC77dNN07ESLOT2s,VPOaLAWDECXNMM SE PER dAkl't>r�BLOCx 6W 80PUW CW,5E TO'�PR�'vA�,NyffEC S CZWOXC7 t�•-- PMVATECWAN171�plJGN CLORB PFR CI7YST0321 9 ,WSSALL4-SCNEDULF40pyc0afAMW 5LAtlE t?P 70.VAL PR;YA rE DgAAY rhA4a"CL7i8 ps eLtA.%'mmf ax.n sr,nw B I y rn.mima<•. • fiulx nag i IA+v 54:iWd[M91ACLE4dPL'C�fl.S'MNV.�RC��SEGRAO�NG �969j 599.ORf,{i lox PLAN nu76,SGtw.1I RIE •ArTAUE1r .� PLOT PLAN N.T.S. I K1' 3 r ., .9�. .tly.,. I• p.�l ° . ,�✓' ?fir.. 1T F' . �' ' v�.' A r�+• • ,: off 3 f.r.. , �_l. Hw•.lr.. as-� �p L)) �>i ! r. os�rier 9.S :'�:� '�.�-.$�Ll,{:•''�� '; �� 3'�•r#i � � i .q�(] I .fi'u� r'� � � _ ii 1 - n• ZI 1 �1p I I - � w 9F: �..._........- a �-: >}� '� a ,r J ' 9y'.- ,4 -• LOT? ^k�.Y 5 LOTS 9r' .- lOT9 'i`I n�:.e0 °~ I. -'46 LDTufIta1R3i I amrr n M. , L mo•rar 'M1 nw-xa I , ��� rw-R,a �• ' P. wo•rsr I f I I eg' •. y .V .•' 4P tl! ! M1 o- - n t •q� J R '. S l '-i1 t- 9-•_-.-.""'__`_____�_..-_• 1tj '___... - - `-G,L'•,WL 1rlMttYp.rnu.n0lpLrh'r�r! LMDERGRDUND SERVICE ALERT ' .•.etv ro,.s�n o.FErrcr: ov evmecmc�uaeRrti srsrf cacvaa°xu C�oo+'taiiA cow °may ''.c `'•,•`s �� A C.� 19 Sre.rnw P9iNx Ur:.x • 9oix 6�7 a°elona:e�rC8:0n�ra6 PRECISE GRADING ADING ,"C.w•mmwwoen RDm '6 ;_ Fv tl"NR'SVISS ,p„,Yy�,. dS PLAN I y,m�.p Civil Errgin eringnc 174 DESIGN SPRINKLE� TYCO- LF II CONC. FLAT �L.9 K FACT DR �- 7 SPRINKLER FLOW RE . ,I�i. Q .� 2a SPACING, FLAT 1O MAX OFF WALL SPRI FLOWS PER HEAD ARE FLOW = 20.0 GPM (4, 16.7 PSI. (SIN) # TY3595 SYSTEM! FLOW REQUIREMENTS: 2 HD = 26.9 GPM FLOWING W/ 51.5 RESIDUAL PSI AT BASE OF RISER 2 HD = 26.9 GPM FLOWING W/ 76.1 RESIDUAL PSI AT SOURCE WATER FLOW INFO BY: COACHELLA VALLEY WATER NUMBER: (760) 398-2651 CONTACT: HECTOR DATE OBTAINED: 8-28-16 STATIC 95 PSI. SPRINKLERS SYMB MAKE & MODEL SIN# TYPE TEMP FINISH K-FACT CANOPY QTY TYCO LF II TY3596 SSP 160 WHT 4.9 cON�/FAT 24 ❑ VIKING Q/R uK3az SSP 200 WRIT 5. oiWlclzn5 1 ❑ TYCO LF II rY2234 SSP 175 WHT 4. 9 401W/GRDS 4 TOTAL SPRINKLERS THIS DRAWING: 29 •iF r0 1 00 Ln r� 0) L� 117 [D Q � � N Cc Z U Q 0 U -1E 9F Lf ] LLJ 0 U � d EL 00 LI Ln Q Cn 0- Ln Q0 �C7 X N Q I� � 00 00 ■ h R � Cn 04 w I� x rel� H � o r� » 00 ■ • I:k,- LL0 tin N W ca w Ln Lr] I � IJ DATE: 9/27/16 AS NOTED DRAWN. CANDI CAUDILLO JOB: 16-382 SHEET I OF 1 SHEETS