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HomeMy WebLinkAbout1559 Sullivan Avenue - Building Plans &amp; (2) REVISIONS # DATE NOTE 1 5/08/12 EW FLOW TEST A B B•5 C B E E.6 E 1 ,4 G O r ;� 2 + O'8 ; 3 F ® -- Hydraulic Information I System Volume 251 _ I 5 . + Al ; - Static Pressure 60.0 Flow Test Date 5-3-72 1 1 11Y 1 �z '+ i® z - 114 + Residual Pressure 46.0 Flow Test Location 1559 Sullivan Ave SEAL 1- 1 12-0 12-b 12-0 4-7 3 9 - ' - 1-10 8-91 1 Residual Flow 1110 Tested by MDC & CCFP swam w"m .,- 21 22 23 ` Test Elevation (Relative to Source Elevation) 0.000 'NANO urn ._-- TYPICAL LONGITUDINAL BRACE __ Tank Pressure 0.000 Available Well Flow 0.000 - ms i 7 .o Tank Volume 0.000 1 wmviaammc evoc I I A2 u10` / Tank Elevation 0-0" `*us mmcm Pump Rated Pressure 0.000 Pump Manufacturer STEEL OEM J/'P 'a a• 4I- 9 24 5 ;. 1 0 Pump Rated Flow 0.000 Pump Model // + 6 `,, m r rice Pump Elevation 0'-0" � g� 1 I 1 111 114 1z -- - - ��� _� „ ,«, ' _- Construction Occupancy OFFICE 1- 12-0 12 12-0 -71z 1® 8-7 -- - ( • ® Authorities Having Jurisdiction LOCAL T ,D At 10 1 0 Remote Area 1 Flowing Heads 14 Start Head P51 7.06 �� /c / e � �. 2 - _ - �" - ® 31 2 Wet / Dry WET Density 0.100 Start Head GPM 14.9 - A ' 12 ) O Hazard LIGHT Area 1558 SOFT per Head 149 -V 27 Code NFPA-13 Len/Wid Ratio 1.20 Elev-Hit to Riser (") 172 _ 5 S y 28 9 % Construction Max Velocity 12.8 PSI -Hd to Riser 6.21 1 114 114 1 112 - -- _7 mm tumec"sur wa: / - Source Name or Location MDC Main 12-91: 2-0 8-0 12-0 6-9 '` 10 1z _ PSI Avail at Source 58.4 GPM Req'd at Source 344 Inside Hose 0.000 1�1 114 11s 1Req'd at Source 42.5 Duration of Source 0.000 (Outside Hose 100 TYPICAL LATERAL BRACE i I T 41 Safety PSI 15.9 Req'd Source Volume 0.000 xn 10 14 0 wacmi a omaw e+!nw + t Pressure Available Pressure of 58.4 psi Exceeds Required Pressure of 42.5 psi tlI11E;. ' + 1 13 R SummaryThis is a safety margin of 15.9 psi or 27 % of Supply i, µaF awsrecEXCEED MNIM A w' V 0 Y 9 P PP Y 2 LENGTH L•NOT 10 EXCEED YA1NGLE AS NOTED W NFPA 1 11 a 1 112 1 112 2 - an'-7 13 AND FOR LOAD. ANGLE e4ff 6 BIIACxiC Advance Max Density Available 0.117 P51 lass - TOR to Source 8.87 ••1w>oTu lulu. V 10 12-0 8 1- 12-0 -2 2-612 2-5 Summary GPM at Max Available Density403 Rack Demand 0.000 •n;l' ruluer i I� - W, /�mmr�aw � N � _._._ 3 2rn oCD o rn 0 ® 1 t4 - / I I 1 1 1 O ILL - 7 2 2 L ■ ■ F-- M *k 11 1 4 1 4 1 2 1 Bh 1 0 ' 4 - WAY BRACING O U N W 1 112 12-0 12-0 12 0 4-4 / _ ':,® i xa z "O9 -- - 1 uanni c ammc euaN Z *k Z Z W X W Q 114 O U w LL J Cq 14 , 1117 �� �' 'i�liCr, SWAY BRACING UIBM o 1 4 9 11-6 1 2 / to I a _ O CV 12-912 / 2 � 0 1 EE� O � U N 8 - ® ® ° wU 1 11 4 114 12 L.L _ _ x- I«i. 7_ ' 4.4 - -- - -- - -- --- a -- -- ---- - -- - i ran -- 10 G __ _ - I- r -- -- --�._ SPRINKLCR S1 BELI - 1 •• 1 1 6 1 114 - - - ezz� + r `� 4" SWING CHECK VALVE W/ V2" BALL DRIP 12-0 J'®--S-B- 712 -- 4 _ .� ._ - - _ x o. O -[}J - - -4iD - '1' -7-.1- ©_ O 4" FLOW SWITCH & 2" INSPECTORS - 28�1"4 1 T TESTAND DRAIN VALVE--- --- - '0- - � I - 4"X ? 1/2 X 2 1/2 FIRE DEPAR FINENI CONNECTION GRV k3UT"rPi�,FL`( VALVE IN/R\Ivtl I-!, -- C�1•`h,14}. , 4"AiJES HUNTER 200 DOUBLE- CHECK VALVE 1 4"GRV BUTTERFLY VALVE WJ TAMPER C }` 4"GATE VALVE C.J� A B B,5 C (`! D D.6 E E.1 E.6 F F.4 G� __--- s x 4 r!G REDUCER------ No C U SECOND FLOOR FIRE PROTECTION PLAN Finished Floor siar� `71 �- C� > ., 2 SCALE: 1/8" = 1'-0„ � • m �f- - < U) A B C (17 E F,4 �G �, C No FIRE SERVICE (BY OTHERS) No IN CIO C: -4 2 1, 2" x 2 I/2' tDC , Concreat Thrust Block > •� - ---- _ Nr c -Ir I/Ifnal-a � a _ • PIs[a , w' ���\�- N- SERVICE ENTRANCE -'-' 1 Ir rt II - !� I tx I' 1r3" I I I I]: ' IJ1EL ® ` -- ® t x �o , � hI N10 ® ® ��9 1 4� ® - Is '� � lf) 5 10 L -5=4- - - -F- - sl: f + - 1 Fi nu-r L _ 1- - - E/1 _ r - - - ® lae-1 lm 1 r 11 b m _iu) 81 P2 12iI II -6 7 6' 1 9 - 4-1 x .v m} - SYN CIJ1 POSITIOPI i-IIJISH TLItP I( Ni'1' olfi ---_-- HFG I - NOL)fU'- lhlERtdAL SLId5TI V1T1' STYtC ___ Cr: - Q 10.i 1PEPIU ___CI IROME 155 560 1/2' _ VIC _--- V2J Ol11Ci< RESPONSE RLP.DChIT N - 3 - --, _ ® ,�;{• O ,Itlr•;1, y M � � �� + � � - - '1' O °'/ UPK GRASS 200 5.60 1/2• VIC V27 ODIG{< RESPONSE UPRIGHT I k�l - .1• L --'�1'1 f. _ 2 SILI _ BRASS I5b S60 1/2• VIC Vll QUICK RP SPGIJSC SIOEVJALL ® II9 1 rnl� � 3/ P[MU CI IROMC 755 560 [i/2• VIC V7.7 OUICI RCSPOIJSC PEIIDENT J� 3 UPR BRASS 200 5.60 7/2" VIC � V`L/ QUICK PESP01•ISC IJPRIGIII 1. THE FIRE PROTECTION SYSTEM IS A WET PIPE21 SYSTEM. _Usu + ® 2. THE SYSTEM IS DESIGNED TO MEET NFPA-13 (2002 EDITION). -- .- I .- I 7 t •_1 10) _ _ �x•� Ex" " ® � 1- - ( 3. ALL FITTINGS, PIPE , VALVE AND HANGERS ARE TQ BE UL LISTED FM APPROVED AND COMPLY WITH LOCAL CODES. + 5 I L L EV I'1[1, 1 ® 4. THE SYSTEM IS HYDRAULICALLY CALCULATED TO`.10 GPM OVER 1558 SQ.FT. WITH 100 GPM OUTSIDE HOSE LL 'u 5. NEW PIPE 2" AND SMALLER TO BE BLACK SCHEDULE 40 WITH THREADED ENDS AND BLACK CAST IRON FITTINGS. 02 4+M0 IW p �. - - NEW PIPE 2 1/2" TO 4" TO BE BLACK SCHEDULE 101 WITH ROLLED GROOVES WELDED OUTLETS AND GROOVED FITTINGS. , 1i -. - 1 1 ?y�,` �'I ' J I9 PIPE DOWNSTREAM OF DRAIN VALVES TO BE GALVANIZED WITH GALVANIZED FITTINGS. I`• _:Si- Ir•:nau tom, LN 4 ® _ N 6. HANGERS SHALL BE FIELD LOCATED AND COMPLY WITH NFPA-13. HANGERS TO BE FLAT IRON RINGS, 3/8" ALL- OT 5 THREADED ROD AND JR. BEAM CLAMPS WITH RETAINING STRAPS. mcL. (' LI cl) - 7. ALL DIMENSIONS ARE CENTER TO CENTER. Hartfore Medical Group 8. ALL AREAS WITH WATER FILLED PIPE SHALL HAVE ADEQUATE HEAT. Medical OfficeG 9: A7 )DENOTES HYDRAULIC REFERENCE POINT. 1559 Sullivan Ave. S. Windsor, CT 10. ALL PIPING TO BE SIESMICLLY BRACED AS PER NFPA-13. DRAWN BY: JG 11. ALL PIPING IS COORDINATED WITH OTHER TRADES. N 1, CHECKED BY: RH SCALE: ASNOTED 12. ALL NEW PIPING TO BE TESTED AT 200 PSI FOR 70 HOURS. DATE: 411712012 W 1 \ E 1 FIRST ' f LOOR FIRE PROTECTION PLAN , SHEET#: FP1 SCALE, 1/8" = 1'-0" JOB#: S 3818 L...� G. G7 EL.;1 0 L�3 G.1 L.3 I c��c_ 2' 4' 6' 8' 10' 12' 14' 16` 18' I - 'i