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295 Rye Street - Building Plans & Drawin
i I SYSTEM DESIGN SHEET INDEX FP-01 SITE PLAN, GENERAL NOTES & DETAILS SPRINKLER SYSTEMI (DESIGNED IN ACCORDANCE WITH NFPA 13-2002 and NFPA 3OB-2002 FP-02 FIRE PUMP HOUSE FP-03 FIRE SPRINKLER ZONE #1 9 P DOUBLE-INTERLOCKED PREACTION SYSTEMS PROVIDED FOR ALL REFRIGERATED AREAS INCLUDING ALL COOLERS AND FREEZERS, PIPE & . MATERIALSs'PFFT SYSTEM VALVES SHALL OPEN ONLY WHEN BOTH THE ELECTRIC - (PROTECTOWIRE SYSTEM) AND PNEUMATIC ACTUATORS TRIP, PREACTION SPRINKLER & SPRINKLER DRAINI VALVE- GROOVED MAIN PIPE 2' & LARGER SHALL BE GALVANIZED STEEL SCH, 10 GROOVED, (G-G) RACK CLASS IV COMMODITY (COOLER AREA)I IN RACK BRANCHLINE PIPING TO BE GALVANIZED STEEL SCH 40 GROOVED (G-G) AGE UP TO 20' MAXIMUM -DENSITY OF 0.231 GPM/SQ, FT, OVER 2600 SQ, FT, PER SCREWED LINE / DRAIN FITTINGS SHALL BE GALVANIZED DUCTILE IRON , s� FFT TABLE 12,3,2.1,3 (MULTIPLE ROW RACKS) N,F,P,A, 13 2002 EDITION GROOVED FITTINGS & COUPLINGS SHALL BE GALVANIZED DUCTILE IRON WITH FLUSH GASKETS, WITH (14) IN-RACK SPRINKLERS nV CLASS II COMMODITY (FREEZER AREA), 0" SUPPLY x RIAL SUBMITTAL FOR INFORMATION ON OTHER COMPONENTS AND DEVICES, � p� RACK STORAGE UP TO 20' MAXIMUM ALL MATERIALS TO BE PER NFPA #13 REQUIREMENTS DENSITY OF 0,255 GPM/SQ, FT, OVER 2600 SQ, FT, PER ALL PIPE HANGERS TO HE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS PIV TABLE 12.3.2.1.3 (MULTIPLE ROW RACKS) N,F.P,A, 13 2002 EDITION ALL SWAY BRACING TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS `D WITH (6) IN-RACK SPRINKLERS ALL PIPING IN REFRIGERATED AREAS TO BE PITCHED 1/2' PER 10' FIRE PUMP HOUSEf / FINISH ELEVATION = 81.50' VALVE YH VALVE GENERAL NOTES 0 • 9 A SYMBOL DESCRIPTION o' D CENTERLINE OF PIPE ABOVE FINISH FLOOR z 0 a CENTERLINE OF PIPE BELOW TOP OF STEEL VALVE P VALVE - - TRAPEZE HANGER LOCATION WITH TRAPEZE MEMBER SIZE �O RETURN BEND TO SPRINKLER HEAD 85,000 GALLON FIRE PROTECTION CK> HYDRAULIC REFERENCE POINT WATER STORAGE TANK #000 AA FABRICATION TAG SPIV d (e PIPE LENGTH OF I' SPRIG SPRINKLER SUPPLY ' XD NEW GALV, SCH40 / 10 PIPING VALVE --- EXISTING SCH40 / 10 PIPING TO REMAIN XI ALL PIPE LENGTHS SHOWN ARE CENTER-TO-CENTER UNLESS OTHERWISE NOTED X 0 TYPICAL HANGER DETAILS NTS. UNISTRUT TRAPEZE CONCRETE EXPANSION SHIELD SAMMY XPRESS ANCHOR 0 UL LISTED UNIVERSAL /--BEAM CLW H LTI III OR HDI-P 20 GAUGE MR RaDF ]ECK AND ROOFING. DRBP-IN MYHM—� RETAIIU16 STRAP ALL THREAD R® NEEAL DECIf 6t —I-BEAM VM IOR PUS U m Q• PRECAS - - ALL THREAD I®VA- `�` ADD DISTRIBUTION FACILITY NR%VA4FR BIQSTRUT TRAPEZE PERK � SNIVEL�'ALL THREAD Ti®1t\ PDE ` PIPE FINISH FLOOR ELEVATION = 86 . 0 ' SA. NFPA f13 PIPE wmn e� TF1-5/854i-1/4' + TD4-5/8•X4-7/8' TE 1-s/s xe v2 rim IM r J a rc BEAM CLAMP #1 PIPE TRAPEZE BEAM CLAMP #Z FOi PIPES 2•ANB SMALLER ONLY NO LACK � 'siwAN ur. MAX0 /-W#2=SIWP NUTI-BEAM OR STEEL JOIST REan\ ,A wM aN / JA A6IM= . FIG. 88R FIG. 65 VIEW A-A /—mva'OG� RETAINING STRAPBEAM CLAMP ALL-TMSA71M FFE 221 PRA �L\ vlP[s>g witty m nna O.ISlll�x THREAD SAIRL�I-ID!I' `W'3jEy �"`R SPRINK " SUPPLYKr / CONNECTION PIV � ALL THREAD ROD J PIPE TRAPEZE PER + NFPA #13 ® TX�-1/2' SCR 10 PIPE SWIVELRM SWIVEL RING FMAE If MAE 15 I ZOA 114 ZOAL iF I ZOj E SITEPLAN ME18 NO SCALE M)I=N ZOAE1#9 144" 144 . P FEED MAIN FROM THE EXIST RISER ROOM P 1 FEED MAIN FROM THE EXIST RISER ROOM _ ZOAEfh' AREA IP WORK-NEW RACK AREA UPRIGHT SPRINKLER HEAD TYP. 1"-8 4' . ZOAF112 Z AE 1'-3' ZOAEIV � TAX,WEIGHT MXX.WECHT MAX WF[GHT MAX.WEICHT __%,500_;> —2,500_._= MAX.WEIGHT NIX-WEIGHT FIRE SPRINKLER ZONE PLAN I I UPPER TIER NO SCALE I IN-RACK SPRINKLERS I I , HB tED I EA I HC HD WEGH T , WEIGHT a tBAX.W.EIGfiT MAX.`.:EIGHT �_"<,500_= , MAX.WEIGHT WE1G o TYPICAL AFCON SWAY BRACE DETAILS 2,6GH- MAXIMUM LOADS Qb) FOR SWAY BRACE COMPONENTS _250o_s -'-:SGo— o zsoo_- N ANGLES=> A B C D CU AFCON FIG, 85 STEEL BEAM SWAY F G. 87ADAPTER STEEL JOIST 1/c FI_TI KVDC-HI.T II I •'� LOWER TIER SVAY BRACE ADAPTER It'ALL-THREAD EXPANSION ANCH�t ran AFCUN FIG, 86RIM I IN-RACK SPRINKLERS STEE/I' SWAY BRACE ADAPTER — �/tAtTS & � 30-44 45-59 60-90 90'-HOR. aFcrw FIG 77 FIG #85 2015 2015 2015 2015 Or AFcor1 AC E , �aFcmu Fla n LOCKING ATTACFOfEMT END AECBN OHH °--AFCON FIG. 77 FIG, #86 PERP, TO BEAM 2015 2015 2015 2015 L4' PIPE I' OR 1-1/4' PIPE o STEEL JOIST AFCON FIG, 77 V OR 1-1/4' PIPE ` • c FIG #86 PARALLEL TO BEAM 1265 1265 1265 1265 1 1 OR 1-1/4' PIPE gy .N-, I I \ 3 III 3 LOCKING ATTACHMENT EEID FIG #87 2015 2015 2015 2015 FIG #88 WITH 1/2' BOLT 1400 1400 1400 1400 EF EC STRUCTURE ATTACHMENTS h FIG #'s 76 77 78 & 79 1 1007 1425 1744 2015 ¢ 1/2' THROUGH BOLT 1450 2050 2850 2850 r.1Ax.vt�GH T dAX VdE GHT LABEL ON DRAWINGS zsoo zsu0= zsOH s00> %s00 0o I 30 Mln, 45Y Mlnlmum o FIG #001/020 1007 1425 1744 2015 \ \ 30' Mlnimum XX,00 Z \ ." 1. OR 1-1/4' PIPE XX,00 �' 1' - 3' PIPE, FIG #410 250 353 432 500 1' OR 1-1/4' PIPE W SWAYON AFCON FIG, 77 SWAY BRACE TYPE , ADAPTER 4' - 8' PIPE, FIG #410 1007 1425 1744 2015 CROSSMAIN o STRAIGHT LOCKING END O NGLE LENGTH (PIPE DIAMJ \ \ AFCON FIG, 1 AFCON FIG, 79 E h 1/2x4-1/2' KWIK-BOLT II 980 1386 1696 1960 FIN FL. FIN FLOOR. SWAY BRACE CROSSMAIN 4-WAY ATTACHMENT LATERAL A 85,86,87,88,77 g c, HDI (4000 PSI Concrete) 1062 1502 1839 2125 ° LONGITUDINAL CG) HDI (Max. PSI Concrete) 750 199D 124 224 1 —LEVEL IN—RACK FREEZER AREA 2—LEVEL IN—RACK COOLER AREA 1500 ANGLED LEd_IK! ,_ , 30-44• (A) PIPE LENGTH IN INCHES 1 @Max, Length = 3 6 7068 9996 12242 12242 LATERAL SWAY BRACE Xroo LONGITUDINAL SWAY BRACE G.00 4-WAY BRACE 45-5I (B) (PIPE DIAM.) I' @ Max, Length = 7'-0' 1767 2500 3061 3061 MULTIPLE RACKS (CLASS II) DESIGN 15 PSI FOR SIX MULTIPLE RACKS CLASS IV DESIGN 15 PSI FOR SEVEN 40 MAXIMUM SPACING 80' MAXIMUM SPACING XX,00 r 60-89* (C) O DENOTES 1' PIPE ( ) aeersnr° 90 (D) (x) DENOTES 1-1/4' PIPE 1' @Mnx. Length = 10'-6' 786 1111 1360 1360 HEADS OF ONE LEVEL, 100 SQ.FT. MAX. 1 ° HEADS PER LEVEL OF TWO LEVELS, 80 SQ.FT. MAX. C#) DENOTES 21 PI PIPE e t SMITH AUTOMATIC SPRINKLER PIPE ATTACHMENTS (+) DENOTES 2• PIPE a 1 1/4' @Max, Length = 4'-6' 9567 13530 16570 16570 $ �� it l� • IN Mill 101 BIDWELL ROAD SECTION A-A e ,SOUTH WINDSOR, CONNECTICUT 0607 1 1/4' @Max, Length = 9'-0' 2392 3385 4145 4145 � TELI OR, NNECTICU EARTHQUAKE PROTECTION NOTES WHERE REQUIRED, INSTALL SLEEVES PER TABLE BELOW 0� _ , 1. LATERAL SWAY BRACING TO BE SPACED AT MAXIMUM 40 FT ON CENTER FOR ALL FEED AND CROSS MAINS AND ALL OTHER PIPING 2Yz' AND LARGER, With Flexible282-2488 1 0u z SCALE: 3/8" - 11-On � Couplings On Flexible V occGe000 2, LONGITUDINAL SWAY BRACING TO BE SPACED AT MAXIMUM 80 FT ON CENTER FOR ALL FEED AND CROSS MAINS, Both Sides Couplings ` 1 1/2' @ Max, Length = 5'-2' 11441 16181 19817 19817 �,, l/ ALD/D/STABUTIONFAC/L/1)' 3, 4-WAY BRACING TO BE INSTALLED AT THE TOP OF ALL RISERS EXCEEDING 3'-0' aa' �y PIPE SIZE SLEEVE SIZE SLEEVE SIZE 1 1/2' @Max, Length = 10'-4' 285B 4043 4955 4955 PLEASE NOTE THE HYD. REFERENCE NODES NUMBERED �'J z� 4. SEISMIC SEPARATION ASSEMBLY TO BE INSTALLED WHERE PIPING CROSSES BUILDING SEISMIC SEPARATION JOINTS ABOVE GROUND LEVEL � � / NEW PUSHBACK STEEL STORAGE RACKS 5, ALL BEAM CLAMPS TO BE INSTALLED WITH LISTED RETAINING STRAPS, 1 1/2' @Mnx, Length = 15'-7' 1272 1798 2202 2202 O O O O O O O O O O O O O O / [ z95 RYE STREET 6, THE LAST HANGER ON ALL BRANCH LINES TO BE INSTALLED WITH A SURGE RESTRAINT CLIP, V 56 56U 57 57u 58 58U 59 59U 60 6�U 63 63U 64 64U SOUTH WINDOSOR, CT 7, FLEXIBLE COUPLINGS TO BE INSTALLED ACCORDING TO NFPA 13, SECTION 9,3,2 2' @Mnx, Length = 6'-6' 15377 21746 26634 26634 B. FLEXIBLE COUPLINGS REQUIRED WITHIN 24' OF THE TOP AND BOTTOM OF RISES GREATER THAN 7 FEET, 2' @Mnx, Length = 13'-1' 3828 5414 6630 6630 ARE REFERENCING THE LOWER TIER RACK SPRINKLER HEADS. SITE PLAN, ZONE PLAN, 9, ONE FLEXIBLE COUPLING REQUIRED AT THE TOP OR BOTTOM OF RISES 3'-0' TO 7'-0' 2' @ Max, Length = 19'-8' 1666 2355 2885 2885 (.(;F,F gHF=F=T FP-(17 i=1 nnp DI ON 1=nP AInr)C I rV' A-rInK1C%X Al KnTI74Z ANm nr TATI 4�1 FP-01 i I I iu I - I ,� I I -- - � - �- - l -I- - - - - - - - - - - - I I 11 ] I . - - I - - - - - - - - - - - I - - - - - - - - - - - I - - - - - - - - - - - J� I I I - - - - - - - - - - H, I i - - - - - - - - - - - - - - � I I I I I 1 1 1 - , I I I I t i - I I � !: -- - I- - - - - - - - - - - - - - - __ - I � = . - ,I I . t I I I 0 � . H - I e� I I I WNI e�w !I Mwl;�i I i i UNCAP EXIST 10"PIPE 6 - W I �w I � I 1 3 AND INSTALL . . - - - - - - � - - - - - - - - - - - I - - - - - - - - - - - i I I I- - - - , - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - f, I NEW 10"GROOVED I EI 11� �'? - I - - - - - - - - - ELBOW ELBOW TO SUPPLY - � W. IV I ♦1% I i NEW IN-RACK - - lz� I i I <'? SPRINKLER SYSTEMS - I g,I NEWS"SUPPLY Al � I I I � - - - - - - - - - - - - - 1 I , SUPPLYFOR A !. z I I I- - - - - - - - - - - - - - - I - - - - - - _%�_�.�, I RACK SYSTEM - FP02 I-JR&k., It - - 11 I :;I I v I_ - '1�� 1 4 9�_=_�K _ - _. I -GG . DH- - --e E, T 9 .. j I # 5 22 t a I W " ! � � � �. Q u -to - 84-4144 __� - 6 W I � 5 1 �1 . G- 4B.!1B_ �fl - - E68142] . q 1� 14 W . I - - - - - - - - - L_ - G_G - _Ir - - - - �Cr.I� . . . _ � q P �i EXISTING SPRINKLER SYSTEM R 5 I , - - � . _ _ _ _ "I iIiii I - I— '� �1 Ix [70112] Zr 1A - ,rZ � -_ .---.-- " :1 '4-1�-�, - - I-- -I- - - - - W� .I �� 0 100-10A [- "" , (1) . - I I ,zt, I IN THIS AREA TO REMAIN AS-IS - __ & -- - --,i__ _ - 6 - - - ir_ I 7OV2]_ " 0 - - 77=911F�---- - - - _ 1. A.87� ,=> I I I =am___ I � � � � � - - 'h - 43 ��a RA n - ww _... - I '�C` , i , � 4 a T RC AREA NOT PART OF CONTRACT I 1 - - - �� I G� � 1`1 I il� � ---(!)I&, I ! I � I� Ir I� M R!�] r-()-m ,,: I 8B-6 Lj U -4-0 E5 i M - G-G _;�B5-5 L I " W �_J_.,q- ,� -4 "V I FOR (P4 -_W_ _ ,k� __r,�P_ AL S i I PPLY 3 1 _11 a 't. . __ __ - - __ - __ - ---"-- - - I --.-- - - _ __ - .-I.I-UNLESS-SHOWN, -OTHERw_I __ ____ __ .---- - __ SU I , - 27�11lt G-G M:v ma �,m J=YSTEM ( ,11111 2W � 2 I- - --- -_ -_ - E- - - -_ I ww�-,, ,Lll� I I I - - __ - ___ __ __ - __ - __ _ -, _ - . It WW W . I . � I __ ___ _ . _. - 11 ___ - _____ __ - - - RISER-FEEDING-THE-1 _ _ NJ ,: zo 4 LEVEL-IN-RAC -. �__ --- ... 0 1 11U. 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No.20361 .',�'-'Z '0 . rp , , .f�",*IZOO ?�f'. - " '�"� _'o " '"�' ,_� r' � '� t . ,,�;' " �, '�O�tiP .�1114,jjj PARTIAL MAIN LEVEL FIRE PROTECTION PLAN ? pqll,511) SCALE: 1/8"=l'-O" . -- 0 8' 1 6' 24' NpIA11111 1111110 - I I IIIIIIIIIIIII IIIIIIIIIIIII . . v NO imm 00--ma-inLiEL-im -ME09 1 1 11 I E SMITH AUTOMATIC SPRINKLER is = i I-031 x I NN a ON 101 BIDWELL ROAD . GRAPHIC SCALE 1 /8 v i III I 11 SOUTH WINDSOR, CONNECTICUT 06074 - TEL, (860) 282-2488 - LOCATIOM COOLER AREA (W1 IN-RACKS) LOCATIONt FREEZER AREA (W/ IN-RACKS) SPRINKLERS FOR IN-RACK SYSTEMS- - = z: SYM TOTAL Make Size Finish Temp, SIN # Rev Date Init Description Scopel xxxxx L'i LO DRY 'C' FACTOR 120 LLJ L5 Model Orientation Escutcheon Nominal K NEW"/DISMIRTM FA ClUff �__ . ,-- DRY 'C' FACTOR 120 1, v) C,) DENSITY ,231 T 2600 C') . DENSITY VICTAULIC L STORAGE RACKS . . l ,255 DESIGN AREA SQ,FT. 2600 (F) 83 1/2, BRASS I55*F V2703 . . . . ,- W AREA PER SPRINKLER i3o s/f/ Max #SPRINKLERS CAL - V2703 STANDARD - - 295 RYE STREET C>) = -C- 40 >_ ER 100 S/f MAX #SPRINKLERS CALL, - 5.6 " P:I 37 - - I F��Z T!-Ilt, I�-;____2��- W� N � I I - I I Da 0 1�� D qi-vt- 9 I _fL !10 I -1 J8 1 14 1 1,2t6r,82_U1. 2' 1. W_ I _��(�T_ I I - ^,I�� - 1�� _% ��. .1 7- 1 ! -1 1 1 - I - I I I . HOSE ALLOWANCE N/A OTHER ' HOSE ALLOWANCE N/A OTHER - 0 83 VICTAULIC 1/2, BRASS I55*F V2703 - - SOUTH WINDOSOR, CT FIRE PUMP RATING I 110 PSI @1500 GPM FIRE PUMP RATING I 110 PSI ? 1500 GPM VEZ03 STANDARD UPRIGHT ON SPRIG - 5.6 - - - NEW SPRINKLERS FOR PUSHBACK RACKS DEMAND 1 1030 GPM @ 85.62 PSI @BASE OF RISER (NODE WWG) DEMAND 1 1091 GPM @ 94.14 PSI 0 BASE OF RISER (NODE WWG) FP-002 - FIRE SPRINKLER ZONES #11 & #12 �,\ActiveProjects\Atd]-Racks\2011-1483-AtdI Racks,dwg Plotted December 1P. 2011 - 442PM DEMAND 2 1029,6GPM @ 91,0 PSI @FIRE PUMP DISCHARGE (NODE FPD) DEMAND 2 109IGPM @ 99-91 PSI @FIRE PUMP DISCHARGE (NODE FPD) I I I Drawni I Datej I Scatel - She�o, � D.S, 1 12/12/11 1 1/8'=1'-0" _L_ 20#-AW __2 of 3 1 i III i I i J ' 09 GALLON � m N 98,0 \ \ ---FIRE WATER TANK O30 I it FPC N %6 � 0I I 19 2-0 \ 34 9'-2 x 3'-8 x 6' HIGH CONCRETE PAD '. 1p (BY OTHERS) 11 4'-4 x 1'-6 x 6' HIGH `,, XXT O CONCRETE PAD \ 6' INSULATED 10 �p (BY OTHERS) \ I FIRE PUMP EXHAUST --}— i'0 n — S- -————————————————————— ——————————————— GOE — —— — — /—I— bVVa4 i _ 20'-7Vt ----------- -- ------ ' - - - - ------ _ O O , �/ I > 26 4 8'-9 4' TANK FILL • 0 3_7 •��• N 16 a A C IBIt i 16 t xxo � � v 7 s � XBN NC � I s-sL� •O 2�� O �• 8 2 I G_G 31- G-G I G-G 2-3Va ZB .16 VORTEX PLATE 6' r 1 YYA 40 E-1 XBA lO II ' '•��.• • ABOVE BOTTOM 10' SUPPLY 1-0 v'► o 4-lOV2 ® 4-114'A 2-4 — 10' SPRINKLER SYSTEM SUPPLY (BY OTHERS) 1-0 2-1 O G-G i GG .---. •.�,• -ti'y TO MAIN BUIL➢ING 3 OB 2t 5 ,F1ti O 6 0:u 70 e •7 I - - — — — O O 0b 3:0 ------ L—— —J VV ZC ,G�, %XH 7 6' 120VRM ELECTRIC (FP 1'-4 x 1'-4 x 9' HIGH � � 27 d ALARM BELL CONCRETE PAD (BY OTHERS) 1V4` JOCKEY PUMP SUPPLY i" m 33 27 26 m 29 — \ i 39 391 N i i it 15 EXIST. FIRE PUMP HOUSE EQUIPMENT LEGEND i ll I 1G4G ITEM OTY, DESCRIPTION 11' FUEL SUPPLY- U. 30 O I I SCH. 40 BLACK — 8. OS&Y FLANGE x GROOVE — Vz' FUEL RETURN- 32 JPC 1 1 - — SCH. 40 BLACK O _ I 14 O VICTAULIC SERIES 771F i L O i 1500 GPM 2 110 PSI DIESEL FIRE PUMP, 116 HP, 2100 RPM, PEERLESS - 6AEF14G DC/l Ph 12/115V- 50/60 HZ CLARKE DRIVER MODEL UF30 O3 1 10, x 6' CONCENTRIC FLANGED REDUCER \\ WITH COVER ~ ILL LINE w/PLUG f I % w l " O4 2 10' ➢RUBLE DOOR WAFER CHECK VALVE - APCO SERIES 9000 3 I OS 2 10' GROOVED TEE 1 10' VICTAUERLIC SERIESL VALVE 705V - EXIST , FIRE PUMP HOUSE — PUMP LAYOUT — PLAN VIEW ® 4 10' GROOVED ELBOW SCALEi 1/2' = 1'-0 - 8 4 10' GROOVED FLANGE O 1 10' DOUBLE CHECK ASSEMBLY AMES MAXIUM MODEL M200 2 10, x 8' CONCENTRIC GROOVED REDUCER 7 8' GROOVED ELBOW VED TEE 'A2 3/4AUTOMATIIC BALL DRIP - 1 Be GROOVED FLANGE 1 8' PUMP TEST HEADER W/ <6) a, HOSE VALVES, CAPS & CHAINS 3 B' GROOVED BUTTERFLY VALVE - VICTAULICC SERIES 705V 1 8' agVED FLOW'M METER - NWE GGR L K-I500-8 (750) 18 1 8' GROOVED SW��CHE CHECK VALVE -VICTAULIC _ 19 3 6' GROOVED ELBOW m 20 1 6' GROOVED TEE O 1 6' VI�nm SWMZ C MODEL DECK 717 VALVE - 22 I POLISHED BBRASS ' FLUSH HUM'AUTO, IRESPK DEPARTMENT CONNECTION 23 1 60' GROOVED REDUCER COUPLING 19 4' TANK VENT-. 24 I 4- COMBINATION RATE SOLENOID SHUT-OFF VALVE - CLANVAL MODEL 43-01 6' FROM FIRE TROLLER & 95� m 25 1 4' ORIFICE PLATE ASSEMBLY (260' BORE SIZE) 7-4Vt I ➢EPARTMENT CONNECTION - CLA-VAC MODEL X52E 19 4 � 8' TOO WATER STORAGE T ANK LINE E1b o 4' TANK FILL 5-4Va %XG 0 26 1 4' GROOVED ELBOW XXO O m O X9N 17 882 11 27 2 1V4'� O THREADED GATE VALVE - 4,vG EL T-113 G-G 7Yt O I 4-8 G 2 7'-5 G-G G-G , 7 � � 2' FUEL TANK 28 1 10 GPM E 120 PSI ELECTRIC JOCKEY PUMP, 1S HP, 3483 RPM FILL LINE 29 1 Dhe V BRONZE THREA➢ED6CHEECK VALVE MODEL # C➢L3110 8' FROM FIRE PUMP •�_� I •� 16 NIBCO MODEL T-413 •o• I 8 32 30 4 1/2' BRONZE THREADED CHECK VALVE w/ 3/32' ORIFICE IN CLAPPER NIDCO MODEL ' FUEL RETURN DRIVEN P V2ER 4 � 31 1 AUTOMATIC DIESEL DRIV FIRE PUMP CONTROLLER - 2VDC, FD2ETROL FTAll00 C SCH. 40 BLACK O COMBINED AUTOMATIC AND MANUAL START, NEMA 2 ENCLOSURE I AUTOMATIC JOCKEY PUMP CONTROLLER w/ HAND-OFF-AUTO SELECTOR SWITCH, . x'O tiu 3,_0� 8,_1N� 2'-2Yz I 14 " O PRESSURE SWITCH, NEMA 1 ENCLOSURE, 460V/3PH/60HZ - PEERLESS #PJPC 2699539OF O 1/2' BRASS JOCKEY PUMP Vz' FUEL SUPPLY NC 90 X8M I •o I 37 SENSING LINE SCH. 40 BLACK 33 1 200 GAUJIN DOUBLE WALL DIESEL FUEL TANK L-4Vt Of O .0 16 8 i I G-G I 3 28 O 3 6 6 CD 34 1 DUAL BATTERY SET ON RACK 22 O Lam• O 11 G-G I IS .cam• m 10 O O 3 PD O XXB O %8A 10' SUPPLY 35 i 2L2' GROOVED BUTTERFLY VALVE - O6 ,�. XXC O 8 VICTAULIC SERIES 705W .co. m X1., 10 4-10Y2 I-I •��, ZB 2_4 4-1144 G-G G_G 36 1 2V2' GROOVED CHECK VALVE - O G-G O 13 13 7 8' TO FIRE PUMP 7 G_G O VICTAULIC SERIES 717 TEST HEADER 5 'III • 37 1 IV4'I ANGLE DRAIN VALVE m 8 2-3V4 i CH -O G-G O 1'-4 x 1'-4 x 9' HIGH 27 n' 1V4' JOCKEY PUMP 38 1 2Vt WATRFLOV ELECTRIC IIIu CONCRETE PAD SUPPLY POTTER ELECTRIC MODEL VSR-F / (BY OTHERS) I J/ 19'-2 x 3'- ' HIGH 39 2 WATER PRESSURE GAUGE 10' FIRE PUMP DISCHARGE (BY OTHERS) 40 2 FLEXIBLE COUPLING - DRESSER STYLE 38 10' SPRINKLER SYSTEM SUPPLY ^--12' CRY WATER SUPPLY TO MAIN BUILDING A SECTION "A" 10' SPRINKLER SYSTEM SUPPLY —. TO MAIN BUILDING ^—12' CITY WATER SUPPLY 02 0 SCALES 1/2' = 1'-D'g SECTION 19B" 04 0 SCALEi 1/2' IN n9...1 9n IIInP7 OOC.�. I gj j SMITH AUTOMATIC SPRINKLER �■ ■ �■ ■� 101 BIDWELL ROAD } "SOUTH S T 0607 860) 262-2488 TEL a ago ,qLp/p/Srp/B!/TIONFAaLff CCGf, :,C ...- :•, .���DOO� j��� �l NEW PUSHBACK STEEL STORAGE RACKS (7, 295 RYE STREET SOUTH WINDOSOR, CT C 2' 4' 6' EXIST, FIRE PUMP HOUSE LAYOUT MCP 03 (SHOWN FOR REFERENCE ONLY) Drawn Dntei Scale, Job Not Sheet No, GRAPHIC SCALE 1 /2 = 1 '-0" B.S.. 12/12/11 i/8'=1'-0' 29hL9W 3 of 3