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HomeMy WebLinkAbout207 BUCKLAND RD �01 ?,,Kb d AREA OF APPLICATION IS ALLOWED TO BE REDUCED PER N.F.P.A. 13, 2002 EDITION SECTION 11.2.3.2.4 VIS2.HYD HYDRAULIC REMOTE .10 @ 900 SO. FT. PRESSURE REQUIRED AT SOURCE CEILING HEIGHTS 10'-0" THIS FLOOR 45 PSI @ 341 GPM 1 2 3 ) 4 5 6 7 8 9 10 1 2 3 4 5 6 1 7 8 9 10 ATTIC FLOOR 9'-3" ABOVE 2No FLOOR I I I I I I I I I I I I I I I I t: 9'- 5'-r to root DROP ON FROM /�b: 8'-O I I / IATTIC LEVEL ABOVE ,I -TYP-WHERE SHOWN All, I - - - - I I— - - - —�- - - - - O I ---- I- �1" INSP TEST DN. ' I I 22 DRY RISER FROM BELOW FXP 7 I I I 1 2Z X 2 FROM ATTIC LEVEL I - - I 22' X 2 FROM ATTIC LEVELl- I I - In 1_- m r_ I --_-----_---F I_Z----_----_��------- __sIIT - - -I --_-----_- � _ ------------� LL7_------_------r I I I I I Ill�111 I _ to I00 V I I I I I I I I I I I I I I I I L I I I I I I I I I I I I I I I I I I i i 114 i I 14 - N I I I I I I I I I I I I I I I I I I I I I I I J 2`. X2. 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ROOM pN G)tOUND LEVEL a +✓ N I - �4 — -- 4. — - - I w 2 22 12 T I j I 1 q IATTI LE L TIC EVE I r T I I 1 I I I 1 1 11 1 It v _� , _ I I 1 1 1 I I 1 1 I I I 1 1 I I 1 I I'I I I I 1 1 1 I 1 I 1 1 SEE SECbNOLOOf' F0� COI�T.�1 1 I I +8'-10' F3'-9' i! 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OF TEST HYDRANT 158' 1 3" ALARM VALVE WITH TRIM AND GAGES 2 1/2 FLOW SWITCH 3" FLOW SWITCH WATER PRESSURE SWITCH I 1 1 1/4" TEST AND DRAIN 1 I 1 i II 1 I- - - - 8" MNN- - - - -1 I \\ I f�,--,.� 4" TO FIRE DEPT. CONN- 1 4" CHECK VALVE WITH AUTO DRIP-/ ATTIC TYPE HEADS PROTECTING 4" DOUBLE CHECK VALVE UNHEATED ATTIC SPACE 1 4" BUTTERFLY VALVE W/ TAMPER (TYP OF 2) Q E D C D A \\ - 1 6" X 4" REDUCING FLANGE N 6" FIRE SERVICE (BY OTHERS) I - 1 100 INSULATION AIR COMPRESSOR / •- J RISER DE 1 .<-,L-. � 2' MAIN DRAIN - - - - - DISCHARGE TO OUTSIDE 1 1 1 2 3 4 5 6 7 8 9 10 I I I TO UNDERSIDEOF TRUSS SUM CEILING D I • SPRINKLER HEADS AND I PIPING TO BE RUN IN WARM SPACE NPECTORS TEST CONNECTION (DRY TYPE) ABOVE CEILING 1 , I I I I I SUSPENDED CEILING IP TO OUTSIDE L - ►uuN- _ I MECH I H1 I I I I 1 3 X 5-4' ' I lq - - - -I--- - -- O-4_ - I - _ 6" FIRE SERVICE (BY OTHERS) I 1 1 I I I I I I I I I I I I—11 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEE SITE PLAN THIS SHEET I I 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9-7' 4 11" ' f 1 1 1 1 1 _I 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1_I 1 _ GYPSUM CEILING ATTACHED I �- y _ _ _ _ _ _ _ _ _ _ TO UNDERSIDE OF JOIST 112l I I I I 2 I 1121�1 I� I I I I I I I I I I I i I I I I I I t 1 1 1 1 1 11 I I I I I I I I I 1 1 _3 1 11 �1 1 I6 b 114 1 I/.I �� I 1 I I I USPENDED CEILING 1 INSP FROM ABOVE 1 1 `�- 1 1 I I l9-$Z 1 1 1 I 19-I3Z 1 N I I I I 1 651 173 I N1 9432 1 I 11 9}5ZI 1 1 81 s-5Z l 1 8 1 1 1 1 1 1 1 1 1 I I I I I I 11 I 1 I 1 1 11 N11 1 1 1 1 I I I 11 1 1 I l M 1 1 I lX I� 11 I I I I I EN NT I 1 1 1 1 1 1 1 1 1 1 1 1 ] 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I M Hi l I I r�l 1 1 I I I 1 9 1 + I 1 1 1 1 1 1 1 I I I I I 4TEA 1 3X361 4-8 3� 2 0-5 35 5-l2 T 71L -� PI I I I I I I I I I I 111 ( I I I I I I I I I II l l l l I I I I I 1� I 0-31 ! NI K�3 I 1 H3 _ u1r I 7 1 114' 1 1 1 1 14 I I I I I 11 I I I I I I 1 1 1 1 1 - l l l l 1 19- ' I I I 9-13 I I 1N 1 I 3 X 8-42 02 1 1 9-I '1 1 1 1 915'I 1 1 9- ' 1 1 l 1 eot of beam 10'-5 1/2' 2 , I w 2 1/2" DRY I R (JP 32 7766 2 80 84 I: 1 j 1 l 1 I 1 1 I I I I 1 I I I I I 1 I I I I I I I I I JI X I I I _ 3" WET RISER 1 I I l ] I I I I I I I 1 1 11 1 1 1 1 1 1 1 ; IIIIIIIIIIIIIIIIII IIIIII I"'II IIIIII' 0-13 01 IIIIII IIIIIIIIII , ;1 ( I I I I I I I III ( I I I I I I I I I I I I I ICI I , I III I h I I I ( I I I I I I I III I I I I I I I 11; BUILDING SECTION � C " L ® 9 LOOKING 12, E C I1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 112' 1 1 1 1 Cn SIDEWAL HE D WITHIN I1 11 11112 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I I I I 11� I I I I I 1p I d-31 I I I I 10 pF"PITCHES Of BOTT 1 I T-31 I 11� 1 I 1 1 I 14 I I I f 1 11 1 1 1 1 1 1 I 1 I 1 1 6-� 11 1 1 1 1g-� 11 1 1 1 9-1.Z I I I I I , I ' - 1 1 1611 171 1 g-1321 1 ` 5 1 9L�l I I 7 I g- I I 8 1 I 1; 1 I 11 I 11 I I I I I I 11 I I I I I I 11 I I 11 1 1 11 1 I I I 1 1 1 1 1 l y 1 1 1 1 bot of joist „'-T i 1 1 1 11 1 I I 1 1 1 I I I I I 11 1 1 1 1 I I j 1- l I I I ELEV (I I ^`�^1N 1 1 1 1 1 1 1 1 I I I I I I I I I I I 1 1 1 1 ��IXI I I I I I I I I I I I I I I ( ( I I I I I I I ' AREA OF APPLICATION I I I I I I I I I I I I I I I I I I I I I I I ^I I I �, IS ALLOWED TO BE REDUCED I I I I I I I I I I I I I I I I I I I I I I Il I ( I M 1Z PER N.F.P.A. 13, 2002 EDITION T' � I 1 1 1 V; 1 1 1 1 1 ); 1 1 1 I I I I1 ( I I I I I I I SECTION 11.2.3.2.4 I I I I I I I I I I I I I I I I �, I I I I I lA I d-31An I I I g, 7 9-s2 so S T A1 _ I I I I ig_ I I I I g� I I I I I +11'-3• `I I 70 g1 I 74 I gLg2 78 I g_ I I I I VISG.HYD HYDRAULIC REMOTE SYSTEM DESIGN (ATTIC HEADS) SEISMIC LEGEND I P �' I I + 12I I I I I I I I I I I I I I I I ( I I I I I I I .20 0 900 SO. FT. 1 Sprinkler system to be dry and hydraulically calculated. �? 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 I I I I I I I If I � J-3 I I I I 11 I I I I I I I I I I I I I I I I ( PRESSURE REQUIRED 1 AT SOURCE Piping is sized as per NFPA 13 Light Hazard With a design density of most remote six heads �� 1/8'=V-0' I I I I _ _I- I,__I I I �J LL I l-L 1�1-I _ 41 PSI ® 638 GPM = (LONGITUDINAL BRACE North I, Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. �i F- i' T' , i' T' Maximum sprinkler head spacing - 6' on center max. 4" FIRE DEPT. CONN. FEED = (LATERAL BRACE SYSTEM DESIGN (SECOND FLOOR) FIR(' DEPT. CONN. Sprinkler system to be wet and hydraulically calculated. ELEt;TRIC BELL (MOUNTED ABOVE FIRE DEPT. CONIC) 1 f NOT SHOWN FOR CLARITY PURPOSES I I Piping is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 900 Sq. Ft. Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. REVISIONS SPRINKLER SYMBOL DESCRIPTION A,L. FIRE PROTECTION. LLC Maximum sprinkler head spacing - 225 Square Ft. / _ \ SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL � 1 45 CHERRY STREET SYSTEM DESIGN (GROUND FLOOR) p200 1/2 M VIKING BRASS UPRIGHT 200 5.6 9 EAST HARTFORD, CONNECTICUT Sprinkler system to be wet and hydraulically calculated. 0 1/2 M VIKING BRASS UPRIGHT 155 5.6 2 Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 900 Sq. Ft. PROJECT Oote O U D FLOOR S P R I N X �� �' ]PLAN Total combined inside and outside hose demands of 250 GPM has been allowed for in h d. calculations. � 1/2 M VIKING CHROME ECESSE 155 5.6 92G-7 R y VISIONS SPA AND SALON 09-10-2007 Maximum sprinkler head spacing - 130 Square Ft. 1/2 TY4180 TYCO BRASS ATTIC 212 8.0 12 207 BUCKLAND ROAD stole: B 1/2 M VIKING BRASS HSW 155 5.6 1 GENERAL NOTES SOUTH WINDSOR, CONNECTICUT Job No. North 1. ALL PIPE, FITTINGS AND HANGERS ARE PER N.F.P.A. 13 2002 EDITION. 2. ALL THREADED PIPING TO BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. Drown By 3. ALL GROOVED PIPING TO BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. SPRINKLER PLAN JED 4. CENTER OF PAD IS NOT REQUIRED. TOTAL SPRINKLERS SHOWN ON THIS SHEET 116 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-1 C. 4 3— AREA OF APPLICATION IS ALLOWED TO BE REDUCED PER N.F.P.A. 13, 2002 EDITION SECTION 11.2.3.2.4 VIS2.i-IYD HYDRAULIC REMOTE .10 ® 900 SO. FT. PRESSURE REQUIRED AT SOURCE CEILING HEIGHTS 10'-0" THIS FLOOR 45 PSI ® 341 GPM 1 2 3 T 5 6 T 5t' 9-T I I I I I I I I I I I DROP ON FROM b: ATTIC FLOOR 9'-3' ABOVE 2ND FLOOR 5'-3' to roof ATTIC LEVEL ABOVE TYP WHERE SHOWN - - - - - I- - - - - - - - � I I O I � 1° INSP TEST I II IIIIII1III- -I1IIIIII1(1IIII I II 6 � �II 1d!_IIIIIII P1—'---' _1-•�-_`D1-0N� I" .' M .E_CH 2 X 2 FROM ATTIC LEVEL 22 DRY RISER FROM BELOW FxPnSF�,1 fl 22 X 2 FROM ATTIC LEVEL 2 -1-3•- =r��.+:—`Ij 1IIIII- �11(I`-IIIIIIII1III -2,4--ti off--1I1II - I1I1 Z 1IIIIIIIl®2-�6-1 I1IIIIIlII --" -I11II--------------r --------- ---IIIIIIIIIIl -" -I1IIIII1lI1 -"-- I1II1IIII11IIl --L-r If I I I I I I I I I I I 1 II 1 1 1 1 1 L _ 1' _N22 - - C - � I -I I- -I- I 1 I- 4- - 1/2 x2 R a-4 i 4-4 -N - 1 1 2 N bot of truss I V-5 GI I , I 1 I le I L iI 1I I 1 2, X 21-° 2 X °- � 2 10_10 _ � , INS ECTORS TEST TO ICAL- 2 N ROOM ON GROUND LEVEL I I I' 3 EE SECONa QLOQR FQR CANT. W 2-22 I 12- N ;� 1°t � +3 I � , I I SEE SECbN hOO§ FOI# CON . I I 3_ 1 05 t1 4-4 2'14 1 1/N 131 I I 19_41 I I I I I I I I I I I I 9toI I I I I I I 36 UP __ - _ - - - ETRISER-UD -DN— Dl 1 1 <9 I 22X2 RED CP Nmo, ,II1IIIII lI1I�II1I _ ,1I.1I1,I �I1 12 14' ,g.-_-g to ATaTk 14' 11• to ak16 7-17 " WET RIS R FR -17 16 ' from secoad floor I A ro WI 22' 4 2'1 1 7-8 I Q -'-1 1 2 Yr�` � CA t C A A C n1 11 11 1 16 I —11 .11 O1 1 1 - 11_1111 1 1 1 I` " '2 -'V CI \Y-" I` I T I` I '-`I"I "� IY ` I Al A2 29 t0 86 - - 10- I I I 22 Ps 8 A `EVE` 8 -q 12- 1 I I2X 1 SIX M OSSPTA CREMOTE EU I"RAETST IC5"1 HPE.ASD.IS. I 1 I I®I PROTECTING R O3TE1�CGT I'.NP G1 1 1 ?2 X 110 1 1 ?2 X 110 ELEV U I I I I 41-0" bECKIFR IC Floor I I I I I I I I I I I I I I I I I I5 14 I9-1 1 1 s-3 I I 5 1310 1 1 1481 19-' �ELEV. 0- 7 4-8 FROM IC 1 I I LEVEL HEAD AT TOP OF SHAFT I _ ; 1 1 I I I I I I I 1 1 1 1 1 I t DI TO SECOND FLOOR1� It I I I I I I I I I I�l 53 „ t .M I. � �1 1 1— 1 � J 1IIII1 v 1 I,w aTP♦R— -MAN CZ) ASSAG II1III1II1IIIIII11IIII11Iv ' P APPROX 225'1 1 1 LEVMACH BETWEEN NODES 1 1 & 12- - - - - - - - - - - - I I I "T1 I I I ��� SLOPE LINE, _&- FIRE�SERv10E -L � I I I I I I I I I I I I I I DOWN WIT ROOF FOR VISIONS SPA� 14 SLAB ELEV. 140' 9" 1 1 1 11 1 1 1 � 1 t 1- fi- t -1 1- t -r -I- I- t -i - t -t -I - I- t -tIL - © DL m 0 1 1 1 I 8-7 ts I 0 ------- 4, DNTOSECONL- -- 14 DN FROM ATTIC 18" WATER MAIN iAPPROX. 75' BETWEEN NODES 10 & 8SEC0 D FLOU" IR. SPRINKLER PLANATTIU FLOOR SPRIINkLER PLAT _ North North WATER FLOW TEST STATIC: 67 P.S.I. RESIDUAL: 60 P.S.I. FLOW: 990 G.P.M. WET SYSTEM RISER ASSEMBLY CONSIST OF: DRY SYSTEM RISER ASSEMBLY CONSIST OF: TEST TAKEN ON 8/14/04 3" BUTTERFLY VALVE W/ TAMPER 2 1/2" BUTTERFLY VALVE W/ TAMPER ELEV. OF TEST HYDRANT 158' 3" ALARM VALVE WITH TRIM AND GAGES 2 1 2 FLOW SWITCH 3" FLOW SWITCH WATER PRESSURE SWITCH 1 1/4' TEST AND DRAIN , 4" TO FIRE DEPT. CONN.- 4" CHECK VALVE WITH AUTO DRIP ATTIC TYPE HEADS PROTECTING 4 DOUBLE CHECK VALVE UNHEATED ATTIC SPACE 4" BUTTERFLY VALVE W/ TAMPER (TYP OF 2) B 3 6" X 4 REDUCING FLANGE 6" FIRE SERVICE (BY OTHERS) AIR COMPRESSOR INSULATION DE2' MAIN DRAIN DISCHARGE TO OUTSIDE T GYPSUM CEILING ATTACHED TO UNDERSIDE OF TRUSS SPRINKLER HEADS AND NP CORS TEST CONNECTION (DRY TYPE) PIPING TO BE RUN IN WARM SPACE IP TO OUTSIDE ABOVE CEILING L — TAMARACK AVE. HI 11'-6- 3 X 5-4i 774 - 14' FIRE SERVICE (BY OTHERS) 1 1 —I [- I I 11 1 1 I 1 _ I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SEE SITE PLAN THIS SHEET GYPSUM CEILING ATTACHEDI I I 1 1 9-72 4 11- 1 1 1 1 1 I 1 1 1 1 1 1 I TO UNDERSIDE OF JOIST 12 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I 121 I I I I I $ 1 1 I 9_3 d 114' 4, 1 1 II I USPENDED CEILING I I 0 I I I 81 11 INSP FROM ABO I I I 19-5 I I I I I9-1321 I I 1 1 I I I%"11 19-31 1 1 9152 Is I I I I I I I I I I I I I I I I I I I I I ) I I I I-I I I I I I I EN NT 1 1 11 1 1 1 1 1 1 1 I 1 9' tf N TEA T1 ? 0-5 35 5-t2I I 12 4-8 3-82 1 114 1 1 1 1 14 1 1 I I IK1 H3I I 1 1 1 11 I I I I I I 1p 0,-31 NI K3 I 3 X 8-42 bot of beam 10'-5 1/2' M 9-5z I I IS 8 RISERX1 I 1 1 I I I I I 1942t 1 1 1 19-12I I I I I DRY RIP 932h95 WE I 01 I I I I I I I I I I I I I I I +-1 -F-I -1 - � - I I 1 l P C" 0 L ® 9 LOOKING WBUILDINOSE L — — — — — — — — — —tr-WN — — — — — — —I I12 I I I I kI I I �i I I I I I I I I I I I I I I I I I I I ISIDEWAL HE WIHI i I I 1 N' I d-31 I I I 24 INCHES �BOTTO 1 114, 1 1 I I I4 1 1 I 1 11 1 1 1 1 1 OF PIT 1'' 161I 1 1 g_ 21 1 1 I I g13 I I I I I I I -I I I I I - I I 1 I 9-32 I I 5 1 g!521 I I I - I I/ I bat of joist 11-T ELEV AREA OF APPLICATION IS ALLOWED TO BE REDUCED PER N.F.P.A. 13, 2002 EDITION2 o � 1 1 1 1 1 1 1 I I SECTION 11.2.3.2.41a 1 -31 I I I I 1 1 1 114' I I 1 4 I I I 1 1 11 I I97 g_82 60 ' y VIsc. IYD 3' J7 9 52' ( I MITE PLAN I g_k' I I 9J32I I I I I T I lO 9-32 321 1 U' I I ' I I I I I I I I I I I I I I I I I I I I I HYDRAULIC REMOTE SYSTEM DESIGN (ATTIC HEADS) SEISMIC LEGEND `O .Zo ® 90o SO. FT. Sprinkler system to be dry and hydraulically calculated.PRESSURE REQUIRED 1/8'=1'-0" AT SOURCE Piping is sized as per NFPA 13 Light Hazard With a design density of most remote six heads LONGITUDINAL BRACE Name: North41 PSI 9 638 GPM Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. PIPET Maximum sprinkler head spacing - 6' on center max. 4" FIRE DEPT. CONN. FEED FIRE DEPT. CONN. SYSTEM DESIGN (SECOND FLOOR) 1 LATERAL BRACE ELECTRIC BELL (MOUNTED ABOVE FIRE DEPT. CONN.) Sprinkler system to be wet and hydraulically calculated. NOT SHOWN FOR CLARITY PURPOSES Piping is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 900 Sq. Ft. Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculations. REVISIONS SPRINKLER SYMBOL DESCRIPTION AL FIRE PROTECTION. LLC Maximum sprinkler head spacing - 225 Square Ft. SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 45 CHERRY STREET SYSTEM DESIGN (GROUND FLOOR) 1/2 M VIKING BRASS UPRIGHT 200 5.6 9 0 EAST HARTFORD, CONNECTICUT Sprinkler system to be wet and hydraulically calculated. Q 1/2 M VIKING BRASS UPRIGHT 155 5.6 2 Piping is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 900 Sq. Ft. PROJECT Dote G-7 R 0 U A NTotal combined inside and outside hose demands of 250 GPM has been allowed for in hyd, calculations. 1/2 M VIKING CHROME ECESSE 155 5.6 92 VISIONS SPA AND SALON 09-10-2007N D FLOOR SPRINKLFA-�, � i� Maximum sprinkler head spacing - 130 Square Ft. 1/2 TY4180 TYCO BRASS ATTIC 212 8.0 12 207 BUCKLAND ROAD Scale: CY) 1/2 M VIKING BRASS HSW 155 5.6 1 SOUTH WINDSOR, CONNECTICUT 1/8"=1 -0" 1/8'=1'-0' GENERAL NOTES Job No. t ^ zz North I� 1. ALL PIPE, FITTINGS AND HANGERS ARE PER N.F.P.A. 13 2002 EDITION. 2. ALL THREADED PIPING TO BE SCHEDULE 40 BLACK STEEL WITH THREADED FITTINGS. Drown By 3. ALL GROOVED PIPING TO BE SCHEDULE 10 BLACK STEEL WITH GROOVED FITTINGS. SPRINKLER PLAN JED 4. CENTER OF PAD IS NOT REQUIRED. TOTAL SPRINKLERS SHOWN ON THIS SHEET 116 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-1