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HomeMy WebLinkAbout2600 Tamarack Avenue - Building Plans &amp; GENERAL NOTES: REVISIONS DATE NOTE 2 %2" TO SYSTEM 1 11-11-10 REVISED PER FIRE 1 .) OCCUPANCY: OFFICES. LIGHT HAZARD OCCUPANCY. MARSHAL'S REVIEW 2.) THE SCOPE OF WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING: INSTALLING SPRINKLER PROTECTION THROUGHOUT THE BUILDING WHICH INCLUDES UPRIGHT O PROTECTION FOR FUTURE TENANTS & PENDENTS IN ALL COMMON AREAS 3.) THE FiRE SPRINKLER SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH NFPA 13 2002. 1 . 6" x 3" FLANGED CONCENTRIC REDUCER THE FIRE SPRINKLER SYSTEM SHALL BE HYDRAULICALLY CALCULATED FOR LIGHT HAZARD © ® , ❑3 2. 2 %2' WILKINS 350 DOUBLE CHECK ASSEMBLY BACKFLOW PREVENTER w/ BUTTERFLY VALVES & OCCUPANCY w/ A DESIGN DENSITY OF . 10/1500 SQ FT. AND 100 GPM FOR HOSE STREAM. TAMPER SWITCHES 4.) ALL PENDENT SPRINKLERS SHALL BE INSTALLED N THE CENTER OF CEILING TILE. 3. 2 %2" RELIABLE-MODEL CR COMMERCIAL}RISER MANIFOLD w/ FLOW SWITCH, TEST & DRAIN VALVE,- 5.) ALL PIPE 1" FOR ARMOVERS TO HEADS SHALL BE SCH 40 w/ CAST IRON THREADED FITTINGS. PIPE DISCHARGEPTO OUTSIDE LOCATION SPLASH PAD TO BE PROVIDED BY GC/SITE CONTRACTOR 4. 4" RELIABLE MODEL G GROOVED CHECK VALVE ALL PIPE 1 1/4" FOR GRID LINES & OUTRIGGERS & 2 %2' FOR MAINS SHALL BE SCH 10 w/ ROLLED GROOVES, 5. 4" x 2 %2' x 2 %2' FIRE DEPT CONNECTION w/ CAPS & CHAINS GROOVED FITTINGS, WELDED OUTLETS. q 6. 6" ELECTRIC BELL ALARM (ELECTRICAL WIRING BY OTHERS) 8.) ALL HANGERS SHALL BE FURNISHED & INSTALLED IN ACCORDANCE w/ NFPA #13 2002 9.) STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED 6" UNDERGROUND FURNISHED & INSTALLED COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. %2' BALL DRIP BY OTHERS IN ACCORDANCE WITH NFPA E 10.) ADEQUATE HEAT. (ABOVE 400F), MUST BE PROVIDED THROUGHOUT THE BUILDING TO PREVENT FREEZING RISER DETAIL OF WATER IN SPRINKLER SYSTEM. NTS 32'-011 32'-0" I 32'-0" 31'-0 1/4" I INSPECTOR'S TESTS LOCATED IN RISER ROOM I I 4"x 2%"x 2%" FIRE DEPT CONNECTION I ( I 6'-33�" 6�_,�, I 1T-4" I ' 5'9Y4' 1. 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Pa 1L U. U. 11a P. 1+a ". 11. 114 6- 11-61z 5-2 6-21: Il-fizz 7-11 12-0 7-71z 12-0 12- 12-0 12- 12-0 6-10 5-2 I 12-0 0-6 ( Ell Ell N N � 'U Z Z B.2 --- C4 4 I cO cO � l z W LU W STAIR A' 'a I I I I I11 11 11 - I I I I OF PIPE SHALE BE I I I o I I N ff ; n o 110 53 I - d ss' ,_ n n ,- n - b nf � lllN O- ut cuNlcALOFF. 10 2 AFF (10 A OVE 9 CEILIN ) . = pp ? Z 0 �� o 109 - - - B.5 1- LL- 1L d) EL n o u I � I O C � SEAL Q3 ,,. ,1a „a G5 I o `� New 6" Underground 11-612 m 5-2 ro b-212 m 11-6h m 6-5D m 12- 7-11x m 12-0 cYD 1 m 12-0 m 12 m 12-0 m 6-10 tD 5-2 m 12-0 m 5-J t I i vQ{! 5'-3" I 4 61 L 1 10/2 1"BUTT CLINICAL OFF. - d 1A I ( STIA�RO'B o`Qy cm _ o 2'-11 2�� - - 1 " 1"Bt1TTERBALL VALVE w/BUILT-IN TAMPER , f I I I I OR .ST IR'. I 1"BUTTERBALL ALVE I I I 108 I I I I a _ +. w/BUILT-IN TA PER ( 2 /�/\ . ' LIC.iV0.000t3 C2 SWITCH. R 4A FfORHEOi v 11s 1,a 1O 1l. 1+ 114 I N n ,a H 11 1ta 1. 1 1+. 11. Ga 1t. 6- 11-612 5-2 6-212 11-612 4-1112 6-3 - 12- 12-0 12- 2-0 fi-10 5-2 12-0 6-6 01C• SO W24 -_ T wi 0 W24 _ - wz - T _ �- W24 FLOW TEST INFORMATION - - _ - C STATIC: 104 PSI RESIDUAL: 74 PSi v H3 1-7 v O I -- - --- C.3 -21 ,. „a 1 11 ,1 ,. , G3 , , ,1a FLOW: 1920 GPM 0- tt-6h 5-2 s-2�x tt-fizz o-s EL A r5 72- 12-0 12- t2-0 6-to s-2 12-0 o-6 'd DATE OF TEST: MARCH 11 , 2008 1- ELEVATION: SAME AS FIRST FLOOR t _ I LOCATION: TAMARACK AVE & e r 5_53�9 t+ 1a . G2 I o DEMINGS ST Wco 11-fi1z 5-2 6-21z 11-61z o-6 6 3 3 3 6-JI: 10-5 12 1 12-0 12-C 12-0 m 6-10 6-2 12-6 o-s I W C) W LORRY 3 10'-27 3 3 ,G-2� 3 N INFORMATION OBTAINED FROM < W o z CONNECTICUT WATER COMPANY 'n `� x "' _ _ V J q --L 1 _ d- 101 3'-0�2'_ b I I OPEN TIV O ABOVE , I 1 J " ,. , "11 , , 1a , , t 1 1 ,a to ,. � , fl-61x 5-2 ' fi-21z 11-61z 5-Pz 10'-2" 4-11 - 10-5 12- 12-0 72- 12-0 6-10 5-2 12-0 0-6 _ Nz lu !6737y 8�_,�� b. : . © .. : 0'-4" 2'4' 9'-3" �-y�4� JIM 5 --- - --- --- - - D.5 , s I I Site Plan , r .. _ I NTS - -- -------- - -- ---- - ( - -- -- --- - -, ' --- - -- '------ - -- --- - -- - -�----- -�----- E i - I I I 1 , ( I I I 1 DaR rnNa -re caErt I I I � O I I 'I - � FIRESPRMtOFJt PIPE nr rn,Hwpsnvr SEAM CLAMP i'•• } PACKAWM RSPACE - I I I I I 4 w1nnNPaALflReR sAAtMrssurfl,srn r ' I HAR]015f ,NRPA➢ROD fRLTI DROP-M ANCHOR LLl'}I PJ.DRnp jl"AIYTtiREADROD NN•�PppA R- IND HAHGM N ARR,O HANGER � 15T fLOOK PLAN NYARNG7ANGER - I_1_, m iP '1➢PAND�OTIDM W/ i A APPROVED FlRESIDP 2 2. I 2.2 2.3 2.6 3 3.5 1/a°= 11-OR SPAUG I-- C-TYPE BEAM CLAMP POWER DRIVEN STUD EXPANSION CASE' FIRE STOPPING THROUGH FLOOR flRe RAiFD W7.1 �O^ CORECOREH M V J ' NPA-13 AITROVEO FR2FSIDP •\ 'fLIILYlFlG.9RR 'LCO MG. � SEALANT' 1 •OLCO no,9HOI -I- LEGEND 3➢Lm tiD.<A �l1 - f- / W O l'OLCO FlG.10011 \SI.FGSVE,y DEB,aC1: C \ ,DECO F70.1OPO PACK ANN7 sp �,gy SCIL10 PIPE > RAM11'0" HEIGHT TO CEILING AFF ° i [ ] HEIGHT TO CENTER LINE OF PIPE AFF DRAWN BY: SAS LONGITUDINAL BRACE I LATERAL BRACE - 4 WAY BRACE I+ FIRE STOPPING THROUGH WALL CHECKED BY: DT 4 WAY SWAY BRACE LONGITUDINAL SWAY BRACE SCALE: AS-NOTED ALL UPRIGHTS ARE ON 1 " SPRIGS LATERAL SWAY BRACE - DATE: 10-21-10 O SHEET #: FP1 of 2 - TRAPEEZE BAR j 2ND POSITION FINISH TEMP K NPT SIN MFG. MODEL JOB : *s N O QQ 11 CONC PEND WHITE 155 5.60' 1/2" R5415 RELIABLE G4A HYDRAULIC NODE OO 111 UPRIGHT BRASS 155 5.60 1/2"' RA1425 RELIABLE F1 FR56 TS TAMPER SWITCH 1 O - S P ( - 2231 Q 2 SIDEWALL BRASS 200 5.60 1/2" RA1435 RELIABLE F1FR56 FS WATERFLOW SWITCH t0' t2' 14' ts' 10' / 1 DRY SIDEWALL CHROME 155 5.60 1/2 R5734 RELIABLE F3QR O i , __i 1 I I II REVISIONS DATE NOTE i 1 11-11-10 REVISED PER FIRE A MARSHAL'S REVIEW `I D C B I I I 28'-11" I 30'-0" 28'-11" i I I I i i M iV I SECOND FLOOR r' iV cV O 1 I I FIRST FLOOR SECTION VIEW If - 11-011 s I 32,_0 32._0.. 32'-D" 31_1" U ll- I II I ' 0�c�FD FW 9--8Y4� 0'-9% 4" 9'81. 10'4" 1.W 1- 5-43 W 4�� 12_1,� Q - -J - - - - --- A O ', 1 1 o LL - - I W 4OZoz -- - - - -- - - - - --- --- - - - - - - - -- --- ---I- -- -- - A LL ; UooWW - I 81 E7 cp , ��cDdwi- n. ,1. „ ,,. ,,, HYDRAULIC DESIGN DATA AREA 1 p p S 1' 0- 12-0 16-4 z 12-0 12-0 10-6 9-fi 9-10 9-6 12-0 72-0 12-0 1 -51x i-� ,,, 12-0 0-6 1 I A.H.J. LOCAL FIRE MARSHAL J �/ .q Z 1-Z D- DESIGN STD. NFPA-13 -1 D 1 p 0 0 0 Q O 1�71xI161x PIPE TYPES d N 4 Z j H } -2� r24'-2D MAINS BLACK SCH. 10 , a m W w aj®r2 E2 b I SPR NKLER ORIFICE__1BRANCHES ' 2 CF1 ,0 5.5 C1 F Lu 0 O = U- AREA LOCATION 2ND FLODR N F J l'S Q �- d 114 , ,. + , ,. ,. I. +a 1. ,. 1. +a 14 0- '1 DENSITY .10 G.P.M./SQ.FT. D_O Q cD Q to W Q_ I f OF FLOWNG SPRINKLERS 15 W Q W X 9 1 0-6 12-0 t 10-4 x 12-0 : 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 51x 1,� 12-0 0-6 N REMOTE AREA 1500 SOFT. jJ� �/ Z Z Q 1-61z a/ U - D_Q O 4 1-711 I I DEMAND AT BASE OF RISER W 3 I--- w.Z 1116 Q OF PIPE SHALL BE o ( Flow 242.6 G.P.M. �Zj U ( N � I=-zt d CLINICALOFF. PRESSURE 57.5 P.S.I. z t J p p I_Z I I 83 I I I 1 10'-2'1 AFF (10" ABOVE 9'-4"1 CEILING) I I 1 1 204 Z ° m iv INSIDE HOSE STREAM G.P.M. �J cD cD �4 � O v DEMAND AT SOURCE CONNECTION fi z - W N w fa Z N v 1U 14 , 14 114 1a 114 11., 1 ,. I♦ 11, ,. 11. 11< FLOW 342.6 G.P.M. W W _0 Z RL o-s o-s I PRESSURE 65.9 P.S.I. In cD ~ z U W 12-0 10-4 z 12-0 12-0 10-6 9-6 9-10 9-6 12-0 12-0 12-0 1 51x 12-0 Q W cD o 1 ' OUTSIDE HOSE STREAM 100 G.P.M. I I � � N � (L 7w - s = N a4 1 SEAL in ro- 1 ^� of 1-7 1 - - 1+4 1 1,. 1 1 P. 1 ! 1 +, 11 'a 11. . 4 P4 0-6 1 ♦Q 1. 1, 11. 6 1 1 8-41z 1'1 6-0 1 0 12-2 1 0 11-6 11 0 D 1 9-7 0 2-0 t 12-p 0-fi I B.2 -- _ 17-101x r 120 107.0 , , 1 all Sf2OR'A' �, I _ _ I_ 1 1 I I 22 I 1yC23: --4-- 5-91 -- 5txST2040 ` �ASD5 i '= 9'-4• Q 4ATE K. PS to 1 t, 1. 2 B-6p. 1 14 1 .Dp. i 1♦ ,.7 113.0 1112 -1- 6 00 1 6 tB-41z 12-0 7-i 4-I x �m 5-1 llr6 11 12-0 20.0 2-3 6 �� 15-6h -t 12-0 5-2 = fl. N I O 1 TL -0 I-Pz 1 1-512 B - 1 ru. L,24'-2 3 K1n 6 o I I I 1 1 I ` I , ) D I +. 12 I 14 ' , B.8 114 1 111 1 1a 1 �. 15 14 120. ' � 0 6-3 - 1t4 N 1 0-6 1 6 B-41x 0- 5-11 11-9 1 B- - . •1x 11r6 115 0-4 93 - 1 , ' 8-i�1 +. 12-0 6 1-Px c� 9-I ' - ; 11-0 1-512 -_ . . .. ._ . `? A3 D3 - ' Fw uo)-" t ;j� p EMA 11. , 14 ,. 1 7la P 11. 114 11, 1,. 11. pa -- - C.3 W 12-0 10-4 z 11-6 1- 2-2 7-8h , 7-3 _ 1 0'_ 1 12-0 1 512 , 12-0 6 a' Z v 1. P a I I Z111 I I 1-71x 1-612 co X LLt � = a U I 12-9 �2-4 a _ Lu � Tr- 1 - _ 1 O A2 �. 112 LL ran '�V U ti N N 11 1. 14 11a I , 11,11 1 11 11a 11, 14 1, la 1, 0-6 72-0 1t 10-4 x 11-6 1 >\ �(0-7 9-10 9-6 12-0 12-0 12-0 1 51x I. 12 0 6 ( N I ca 1-712 u( 1-612 �- U �' '_2� D, h " I I W t I _24-2� v 71, 1ta 1+a 11A i 4 1 11 4 1,, pa 11. 11a 7,4 it. P 111 114,- I 6 12-0 to 10-4 x it-6 1 0 9-1 9-6 12-0 12-0 .12-0 1 5tz tat 11-0 10-6 ell v OUT: T FOR INSPECTOR'S'HEST I I I I ONL IF NEEDED) � Q I I I / -----�- - ---- ' ------ -- - -- ---- ' ----- ---------i ----i-- - ---- [ L / �y �J ALL UPRIGHTS ARE ON 1 " SPRIGS W� -I 1 I I w m Q 2 nd U .N .O. o 2 2• I 12.2 2.3 2.6 3 3.5 LEGEND C3 O 1r-o" HEIGHT TO CEILING AFF ° E ] HEIGHT TO CENTER UNE OF PIPE AFF DRAWN BY: SAS 4 WAY SWAY BRACE CHECKED BY: DT LONGITUDINAL SWAY BRACE SCALE: AS-NOTED LATERAL SWAY BRACE DATE: 10-21-1D - - - TRAPEEZE BAR SHEET #: FP 2 of 2 O JOB : HYDRAULIC NODE 2ND POSITION FINISH TEMP K NPT SIN MFG. MODEL TS TAMPER SWITCH 10 - S P - 2 2 31 Q 10 CONC PEND WHITE 155 5.60 1/2" R5415 RELIABLE G4A r 2' 4' 6' 8' 10' 12' 14' 16' 18' Q 124 UPRIGHT BRASS 155 5.60 1/2" RA1425 RELIABLE F1FR56 FS WATERFLOW SWITCH I i I