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HomeMy WebLinkAbout100 Arnold Way - Building Plans &amp; Drawin (3) K.7 K.8 L L 2 M N P Q S.2 1. - HEADS MUST BE LOCATED IN CUM OF TILE 3'-4 1/1 7'-0 1/2' 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES CONFORM TO NFPA 13, 1994 3. - ALL MAINS ARE THIN PIPE WITH ROLL-GROOVED ENDS AND GROOVM FITTINGS. 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 WITH THREADED ENDS AND FITTINGS. _7 4 4 4 ""1 4 ';4 -�;4 71 7'- 2'- 4'-10 1/1' -5 1 6'-1 I/Z 3'-10 1 It TUP BEAM CLAMP B 7 B I ',''• V, SYSTEM DESIGN (STAGE) 6 ALL THIFEAD PM r -4 B 71-4 Sprinkler system to be wet and hydraulically calculated. 1--j-77-17-1 T-F-TTI-TT I I I I_rT1:7J__T_l I I 1�11 I-.i—I TT77TT_1__T 7 1 1 ITTI-­ I � l I I I-R-F77777-17-17-F—11 -1 `77-74 ...... -------------- ALL THREADROD Piping Is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 1500 Sq, Ft. 11410 Total combined Inside and outside hose demands of 250 GPM has been allowed for In hycl. calculations. 2.2 Maximum sprinkler head spacing - 130 Square Ft. Fit-] I VV L N B 1 I' N t, I; C, B, L, I # 't� 1 #12 1 4�_ L__1 B B ffir ZZ KANGER RING #8 HANGER RM SYSTEM DESIGN (AUDITORIUM) -- - --- Sprinkler system to be wet and hydraulically calculated, 6, Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. L HANGER NO, 1 HANGER NO, 9 14 C-4 Total combined Inside and outside hose demands of 100 GPM has been allowed for In hyd. catculations. 1 00-1) TOP BEAM CLAMP EXPANSION CASE 1 1 4 A B 225Square Ft. - B Maximum sprinkler head spacing 7-io B 2-1 1T 8-71 :U, L SIR,0 G 1,1 #7 I><1 ------ B L 1 0 X Ell N 1L 1 C OB Its 44 j- 8-12 -2,J 4-112 0 A Ljj 1"? 0 — I I ,1� i-_ I CR E A 0 1 if I' FWB 1-4- 71 L L V2 B414 L I L 11-8 0 #7 14 1 1 1 1�1 N 14 1 t!�* B I _4� _1_104�;­­ _10-1-A U±± L I JA co F-171 M7 I r4-., L -.i:-!L op j LE L�J I 1 1 C�' I L __1=72' 1-4 4F3-2 6-5 4 lie F4 A R cN 8'a 2 1/2 TO STAGE I II + OF===1 J CD A' MAIN 731 (2) 2 1/t 45 ELL W/ 3 1/47 FILLER PIECE -5 1/2'1 G5 -cq 1121 X"12' -0 G 3 A 34 94 gi-n 1A v 2 111t MAIN IN CORRIDOR G2 21 B 0-0 -71 B 2� X 21 0 �1 2� 0 B 40 AS - 7 cN iB I - - 4P 3: r ) 7-7 13 1 8 10 lip 8-1 12 2-, =U1 19-3 0 13' 4 1K F _0 — — — 1` - 4 2 0 7- -1-77 CR 02 L C12 7- '0 J 11 "d.- F L t 2j-FHV_MOUNTED-AT­5'10rN AFF cn CIO Co #68 Am B IN& 02 6 1W 1 0 0-7� B*13 B 1-4 1-lol 103 r 1hr #6� . 13 13-31 1 ;44, 13 7-111 B-11 8 I I . I -, '1 4 64 U—T 7 t2 D3 i 0— 7-11� 8-11 8-1 11 1 1 NEW 3' MAIN TO CREATE GRID S OPED CEILING 01 TIE INTO EXISTING BRANCH LINES WITH I PIPING 107 6 1 4-0� \ / ; O1-4 o, ao 66 1 0 { Sm TCH Ir I I 1 1) _F 7 C:o Pn c,4 Ln 8* to \, G'C-4 I@ VIL 467 #61 M JOIST- 103 `SAGH FLOOR E3 SLOPED CEILING rq P I F #64 n_n 2 X 12-, 1,1 J .......... ........... F M AT&I,­ 1134 13 3� ST'4- 5" TO STAGE AND AUDITORIUM SPRINKLERS ELEV. 31'-(f 104 1�j 1 1 �5 00 U . 1 -1 9 10-! tn i Z >< —io 71 UM U11 CO2 #61 (-N4 7 I �` / \`] I i ' 1#6e`V 1� I 7 7-111 8-11 8-11 ul 3' ELL to HANG F�OM JOIST—" SM ATCH 6 4 13-,j 3 34 47 FEED MAIN ELEV. 8'-5 1 ......... Z. 6-1 -Op T- I' ` f S.OPED CEI G 1#61 UNT J, 2 1/2 TO CLASS ROOMS ELEV. 20--e #6 0-8 7 18 0 �0 2; BACK STAGE-CLG. 81-5, ss L CD CORRIDOR �LG, 7'-T 0 2-9' #63 2 C�'r 3 X 3 X j1_0 I I u 16.6 14 F #64 2 1/2' 45 ELL BACK TO BACKJ g: 3-8 4 8-11 8-11 4-4 -4 8-11 1-4 60 I zj Ln i 'Mi A& to co 4 =1 1-7p W! x: 7 #65 A IV A A 2 1/2 F.H.V. MOUNTS AT 5'-1 D -14,IJRRINA'�' j ; 1 457 56 LOWER N It O'-Er WALL #1 1R;"r1.'STAC Cl) Py 4! RISER Up 02 CD L) t DROPS CHART cc BUTTERFLY VALVE W1 FAMPER 11 X 6- 1� X 1-0 A 1 X 1-6 w/ I X RED COUP 26 DETAIL L - tn B 1 X 1-0 w/ 1 X RED COUP 65 13-O___ A #22 A j 1 1 4 9 10 A8-0 0 4 FROM MECH ROOM Ra 8' -6 7-5 A 7 0210 2� j7. F4� N 5'-(r fff=� +81 7 4 to C22 -21 8 5 =A- _21- t-=47X- �(4 I-- _X_ CD 8-11 TO SPRINKLER SYSTEM t 7' 86 7-0 L-1 c= ;;I! .I . I ;,_I EXISTING CONSTRUCTIMN NEVI CDNSTRUCTi011 12 1 4 X 8_6 An t-I M FLOW SWITCH W1 -W2/19 _j s L* 7 G-G/SC H40 if 6' ALARM VALVE W/ TRIM AND GAGES 4-1 I � 2" MAIN DRWN - PIPE TO DRAIN IN MECH ROOM � 6' FIRE SERVICE: e AMES MODEL 4000ss 0 X REDUCED PRESSURE BACKFLOW OD 8-1 1 PREVENTER INSTALLED IN VERTICAL -CTTI-'i\l SECT T01\1 D _10il C 'i SECI 2 ; cm C WALL C F A- 47 BUTTERFLY VALVE W/ TAMPER %K 9 FLOW SWITCH &Y W/ TAMPER �f4j—yl 6 10j Pa (2) V* OSI R 2' TEST AND DRAIN X 17-91 -�_j �0 14 3-21 T 058 u-) — 62 ANU-9 Lu 8.7 Y E 1b, _F _4 C,4 C14 .0j +-I 1 04 CU NORTH .......... __j T 3-16 4 Mist 1 1 4S1 4! TO FREE STANDING SIAMESE 's. w 4-3, "Ic 'sj_i C43 4, + in C.0 REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H.S. MECHANICAL CONTRACTORS. INC. Cj133 RIVERSIDE DRIVE SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 4� I FAB CLASSROOM / BACK STAGE 3-23-98 1 1 /_11 I - 1 1/ 1 ;d 1/2 M VIKING BRASS UPRIGHT 155 5.5 65 EAST HARTFORD, CONNECTICUT #50 2 IFA8 STAGEAUID & MECH 6-13-98 0 5-5 3-6 it 8 4-9 Id- 1/2 MIRAGE VIKING WHITE CONCEAL 155 5.5 113 3-11 FIRE SERVICE PROJECT Date- 02-05-1998 TIMOTHY EDWARDS MIDDLE SCHOOL 100 ARNOLD WAY Scale: 7 SOUTH WINDSOR, CONNECTICUT SEE RISER DETAIL Job No. ('13 -7i -'l -.T7�i 7 '7 jl J. Drawn By j 17 I ;___" ) U '� _/ ­�._ - _"_ _.�_ .1 L 0/77/7/' C A D D JED SPRINKLER DESIGN SOFTWARE LOWER LEVEL SECTION C (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET 178 Sheet No. B B -C=#9 r f12 F1111111B -vf -1 ill,P111L SE,T I-- 7­7 C COLOR CODE: WHITE V TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-3 51 EX ! t; a IX aC IX Mfm cc a 7 E9 F F.6 G H H.5 J J.7 i 1 r-' CI 1.s r wAs� WALL WALL {1 n I,i r-101 2 4'—d 4' '—s» 1 f I T_ :.r= x. ,! 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L__ 9 2 _�? ;-t I -� `- -_1 I '=- - -_ _- - `. 2j X 2fRED C I I 1 II \•� PLEASE ADVISE: I I � S ' � � I � \ I BOT F BEAM 8'-7" 11 ; 1 I #81 ' ' , �' t 10-5 10-6 8-7 I E �• o I I I I \'\ CEILI G 8 —5 I I ®' s -t 41 ,_6 I I B 1 I I— II ! I 0j A , 1t 10 I I ® r B o t A 1 0 #8 0 10-5 10-6 8-7 ca 1-6 _ 1 s s I ' - o , r rn � ' ! is I x 1 9 7 1fl A ,1 tO A 'b i t { 9 -10 x =1---- I ` I `; !� Wtttx86 in c�.i I I .I — — — — _ _ L, I I I 5 ^n ! i $ _ i 1 1 1 p I _ #O 0 10-5 10-6 8-7 N 1-6 IN IN In _ I \ ! I r I + :I I 0 ® — GVI,!'i.iSi! I _ I ® Aux, ! I,:,siul, I I II I II t ,t 10 I I� tac �`• ! .. ,_. __ L_._. : II tJL'll i. ! !kl ki.!I1 i it N p[' __� b ....... — ._. _ , Y ...... r. 3 �� 7 ^pn I,/ I-r, _1- _-•_-'-- 'I- -._- __..' -' -- -' - -(•�-� I - -- - ._.._ ..._-. ....._• •-_ __ _ [JF dlis'II•I .. 1 5 t # j _. SEE G Fi I Fr;I.`. t:It,I,L-t.S I I I ;�OI ,RRIP;KLERS N � � I I IA ® I X� u �11 10- 11 10 j i I _ ; TH U J IST #80 , , , 1 10-5 10-6 8-7 - 1-6 � I / I 1351 5 Jra[J I � i - - --- - _ - wt8x86 o 6 � t i 1 ! g I \ I C JI'tI=L 13 I #8 0 10-5 104 8-7 1-6 ` I # 1 B I 'I 'to !! I I !. I I I I I I I I I 1 I ,�� - - iI I 9r_�p• I I ® ® , B NJ 9 _ _ _ _ _ - 0 I Ulf iNil ( tM cm N I .t LEASE ADVISE: 81 1 1 i, P t ICol , BOT QF BEAM $'--7" ( I # 10�5 10-6 8-7 1-6 II I I 3-1T 7-1 1 2' \ 1 t i I ' CEILING 8'-5" I0,-21 ' 11 1 D III 1 \ r7 cn G FROM Jfl j - -f I I o o o , ! I I r7y I aoI- - - If i: If I II V{- I ;i I'A _ } fi 4 -- +$r--] I tt 1D 7 ;t I 1 ! X1I .y- _ - I I i I 3 -r-I 1 I A 10 ! — 11 I I l ;t ( ;i [.I ll I_ I , hL i T -- ' _._ _.-_.__._.... .. __ ... r I IIla, I ! ' ! .. ICE L-ll L 1 I 1-� S L 'IX h,� { i I I I .. to.s -. ____._ _- �°t----- ---- O \ I S rai ACIE 10- 7 2 I -1 - -- ar I E =: -_ =J= - -- ---——---- -- - _-=-- ----- -- —t- ! ___ J - L DROPS CHART 11 z - "' _� �H- -I �---=- _ _ ..} I FROM CP , i u M r' t_! - u i u I CC'F„t3r': _ ! I , A 1 X 1-0 w 1 X RED COUP 86 Or— L! `n �' - -- -1�_....._.-_I__ B 1 X 1-6 w/ 1 X RED COUP 60 M r r M r I , �;, A10 I 21cb, X 5 10 I `n p( 8'_ Or z - A9 A10 11 A13 B ' -1 ,� 0 A '.� 6 57 N , _ 6 1I 7 � � 1 1 x - _ - 7_1 -0 4-0 6 0� -, 5- 3- -1 9-03z O�2 A 5- ' 2- ' 12 7-2 4 7 9 I 1. - HEADS MUST BE LOCATED IN CENTER OF TILE _ I _ f _..� -_-- .- - -L r - --;! !i !f --- __'_� _{ �- 1 ------_ -_ - - _..---tj �t-..:-_ - - - ----- - ----; I _ I '- - - _.!� I I {^ _ r `I 1 I I I 2. - PIPET FITTINGS, HANGERS AND SEISMIC ASSEMBLIES I I I L-. -i B 7-tfl - �t 0D' I - I I -., I - [ I 1_ 0 I, I °'mot j L 3 tE`- - µ`--``/ 3. - ALL CONFORM MAINS ARE THINW3ALLl PIPE WITH{ ROLL-GROOVED I_?� - 994 EDITION. __�:- - - T 1 i{ J 1 -� _ _ ___ $ ��II��_ I ; :` ENDS AND GROOVED FITTINGS. 1 i1- -_ ii_ r j !(- _ I `1 I- --_I ' ? I ?I 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 I zn t (I i !I ° '[n I I ---.� I { WITH THREADED ENDS AND FITTINGS, I Ili 11 ! I.i #68 I ► 1 ' x I — I � N Q � 21 74 I i i �, I I T` _ _ __.-- ' j l 1 , I' A 1 0 1 ! I I it Fr, I J I I i - Q + fi ! - I O I t5 l r7 I I I €'I �` ! N I 1 I I , s EXISTING CJNSTC;UCTION NEW CONSTRUCTION �, I — I I I I i I I jll I -- _ I �aI I o c rnr li 11 __ i I _LfiJ: 'i Llf; V c� 1 A ;I 015��lw -q:cn^u';, I N ( [ I `— I � 1 • f — U I I _ — : I, i_. ___ __.. - i L----__'• ! I I i � I 0 9 I O 9 � III ® I I-•-- I _... !-}-•-..,� 7 I I__._-._ `I L I I L.,,SSh 1ilftl C - 19_ I ( I I ( i I n I, o �i- - 11 _ I 1 - 1 !I ILJ ; M M r� ' ' I I r_ r ,_ r , r ,_ r ♦ I , j I i I 63 , ° Au I A 1 1 64 -t 69 ® I I. iI / EE. ! ❑N r (i I 11 ! I j1 I! t �11 #3 - I IL Q'� (.._ �� i(i II � -- ---• -----------—- �_.... ! .!_ (r+ ® !: 1 _ I i ! I ' I r_,I w ,a-- ek � : •• e -j , o o - '__l ! - - -_ I: f _! - - --rl -- =1 !-� -i �; e M M jl I 65 $ u i WALL WALL WALL 3WALL / ri t 4'-6" 4'-D" 4'-0" 7`-t; !i I }- r, ( I� 41 NORTH TOP BEAM Q SYSTEM DESIGN REVISIONS SPRINKLER SYMBOL DESCRIPTION H . H.S. MECHANICAL CONTRACTORS. INC. w Sprinkler system to be wet and hydraulically calculated. Piping Is sized as per NFPA 13 Light Hazard With a design density of ,10 GPM over 1500 Sq, Ft, 1 FAB NEW ADDITION 4-i6-98 SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL. 133 RIVERSIDE DIVE I Total combined Inside and outside hose demands of 100 GPM has been allowed for In hyd, calculation EAST NARTFO R D C 0 N N ECTI C UT ALL THREAD ROD Maximum sprinkler head spacing - 2Z5 Square Ft, 2 FAB PHASE 3 1-21-99 0 1/2 M VIKING BRASS UPRIGHT 155 5.5 4 1/2 MIRAGE VIKING WHITE CONCEAL_ 160 5.5 246 ® 1/2 M VIKING BRASS HSW 155 5.5 1 PROJECT Date -- - -- - ,- -T,- -Tr -1 -T _ 01-31-1998 : T TIMOTHY EDWARDS MIDDLE SCHOOL I� ! } , ri l i I Scale: 'c l % 4 •. HANGER (ZING ':, �( E ' S'; h, I } :;./ ; ;I :1, r_..i ,,I Ii �- -` ' :'�: I'j'•'• -,I. ,�,T i•t;• i I fL•+ I (;; � I! ` t :; 1 100 ARNOLD WAY cale• ! ri I , ;' _ , is - �'( .. �.. ; �' ''•�L,:• -'�:', SOUTH WINDSOR, CONNECT{CUT 1 Job No. HANGER NO. 1 _ TAP BEAM CLAMP /� _ u ! Drawn By !: i !`!© !!� o # -1f_ orr�r�/� CAD D SPRINKLER DESIGN SOFTWARE UPPER LEVEL SECTION B PLAN J (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET 251 No. Sheet TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-8 I' - I IX Eal IX T EX IX EX IX IX EX IX T o f V x Y z AA E.7 8H E.9 F F.6 G H H.5 J J. K K.7 K.8 y L.2 19'-C' 7 I +$'-11' .---I- - 1 WALL i i 1fl- 1-3 ' t i 1 2-6° 2-6" ( I 11 -0° 13-y' $-fl° 16^0° 13-11° 10-1 13-t1 10-1 M f I I I I I { 1 EX n 3 T _....,_.__ ..... _I.-._ _- .,..... �� fi-0 3- 1 I •n i � 1 1 >< !B*7j tl l I` ] _ I i I 1° I_, ccn.fn,rl 1 I N 4- TIGHT T � _'"" ' _ i7 I € — I - I - B 1 t _-- the �- „ _ 1'-�' If 1 1 I - i I f N ' I N L )J1.1L`1 E f 1 i j ! I _ -I o J I I I ,,� l I ;1 —----- --- li li - - - _ N I N n I 2.3 o o I i C -- - -_ - —� - - ©►� I � o I �— _ 1 _ — 1.a 2.4 I _ _ - - _ [ 0 2 2 I f 01 I ; I t 1 I k3 iI I ,� I - 1 I; I [ - I I I' � I ; I- � � I -z�c- 1 i � i � � 1 I � � �p 1 I O 'I 2 X 7-1 M i n II, - -- - - - 4r_N II� ( j 1 A " 1 - ' a I I I 11 10 2-2 �7-8 �I CS ' o I i 'to - I -� - 2 11 B 1 i 10 1 B 6-7 5- , , EX li: G E SCH �, _.�n III i - I -- - 11 I _ _ _ ---_� --- - -_ -- ! I N 5^2 5 1 I N c7 L_ _ _ P_HA5 2 - I : _.- _ I I __ _- , f__.__! - 1 l 2 t/2° SPRINKLER hdEi1N j ,,, ;, 1( � , ---- --- L;--_.....___ _ �4° FEED I 0 6 { __ _, } _ PHASE-2 , -E - --- r - �� _ N ,_.. _.).._ - MAIN r- PHASE.4_��� ! j'._._ _-� ' - -( -- --- ---I I - ---- - - i' i 1 , -1 I- -I' - i- - - - _ _ - .._ _ ____. - -- -- _ - 2 - x -- 1 ;_. J "` { 2 MAIN - ;;' _ -- - - ® - ----� -N I N i - _ _ _._..W_ W PHASE 2 _;1771 } _�. o - + Kl _ I p' N _- - ._._- 1- _ ^ -- --------- - EXTRA LONG WELDED OUTLET (2'-2° FROM CENTER TO END) "• oo n p� 11 39 DUC I B '� I 4° BUTTERFLY VA W TAMPER RISER CONTROL - 2 X 2t 0 A I I ` 21 D i X 10- > 2 1-0 > ( 2� -0 ( '� 2 X 21-0 I x 11- 1 i 1 I 2 1/7' FLOW SWITCH , I "' ! I - 4 RISER UP i Ex -0� 2 X 1 2 1 I i 7 4 4 ® I _ 1 4 7-6 4^1O 3-1 7-5 "" 7-9 •- i 7-t1 3- 1 3 8-5 i i - 2 1/7 BUTTERFLY VA W/ TAMPER (FLOOR CONTROL) 2 i 3 ; I 6^ 5- 6-9 6- 5-0 ® I I - - - - l _ -_._ _ - _ _ _ ._ _ -___._ -_ - - _ _. ____ -- -- _.___---__._ _i _ _ - __f 1` -- _--- _.._ PHASE - Mt!... E i -I i 4 x R 3.t PHASE 4 - -- ___- ---- _ -__ r. N - _ '?. .. .. _ _ - _ _ _' _ } 0 1n I ! l' 1 I 0 C9 _ f ��- ' - a� _ } 1 i ( �� M - ! 2 1/2° ED. CPLG. t �` I i C7 HEAD IN PR 4 X 21 0 fU-41i1 •- 1 " �c ao i -- C10 �� ( - � � 71-1 -17 4-1 t� -4� ® �' 2 � 1 1 es � III _ , � , I I _ TL __ ti i � Tt.i n , �y! 1 F9 to I , i I -- i oo t ( DROLL 2 1/2° DOWN TO 8'-3" ELEVATION _ 2 _ �- I V , ii 1i1t I - �..\. A 11LJ t I U`-j'— I L,i __i �I i -_._ W�� ' N I N 1- AA1/ t 0 /21 0 AA3/16^10 0-92 € I [ 1 I II I i ����111 - _— 1 ; I N i ' I A _8 �it 1 11r oo - _ ® 14-3 -8� $-61 1 -54 - 14-3 k i f M ai; - 9 t ! _� - -- ! ;�I €�' co I o , 1 t/4 TEST ANQ DRWN (PIPED TO JAN S€NK)DROP DOWN ITH ONE 21 PE O-1{{ B Ili » i Is1 ' I II' (PIECE F10) ELEVATION IN EXISTING ' - -' L _I_ :- 1 I_ �'___ R z x - -_ ___ _ -, ' - �. -- - i or �1 CORRIDOR 8' td' (THRU WAIL) q 1 i `a - -- i j-- I , - SEE DETAIL AT RIGHT -- - - -- -- 1 - N °f - - -- - - _ I -, x n csSS'001 - - - 2 { X ,! X - _ 11 1 I 5f-6, [ i -i--� - - - -I --- j 51€i( N I l a- #15 I i _ - tN T 3 � �+4_ AAt/ two /21-o AA3/t6-lo 0_ I Ii l o 11� t� t� I1CD f 1 II 1 I ��� 1� I 2-$ 6-3 # 8 i 2 1/ TO GYM PIPING t4^3 8- 1 - 9 14-3 I(AR" 2-7 `- -t -1 4 [� -81t 11fl 6 B 9 13 i 0 4 0 �,'._ i D^ - --I I 1 ^ t I I o I B CONTROL VALVE DETAIL In Exl NG TRUSS • o { I 2 ', i I — ._.._ 1 •-� 1 1 -_-- -— i;-_--__'..,..... ___._._..,- -�_ -- ---' --I € Q I MqN cc t ECH TEE - j — r- + .- - 't -17 1� , 'l: I 8 11 1/2 I I I I I x I ( 1 , I - i o� AAi,T_0 t� 1� 14/ 21-0 1� AA3/'6-tO fl-9 fn i , 11 '1' I it _ r ��'� 1 ® 1 1 {� I 12 I I fl19 14-3 -82 8-6 1 -5� -9 14-3 8 10- #56 [ t� ! 9- -8 6- - I 1-64 " C I ;TLI?^l�; , �, I l 40 o ! 'w` __ _ I 11-0 11-11 12-7 I I I _ tO I - -- - -- "X - I ' 1- I_ N _17 N o . I _[__ I E I I 1 s-10 11-10 1 1 o co t 91 AAt/21-0 /2t-0 AA3/16-10 ti I ,n N o "' o-s� --t t I I , I ® -; 10 8 10- #55 I �N 'r 9 2'7 ® '/' 9 1 ' 14-3 ,� -8� 8-62 1 -52 -92 14-3 4 I _ �III 'i i'Ji R o 3-- 0° � I 01 ® COL 17' co Go L V1 t1') CIi'I II.ii` i:n i N O -[ . 1^6� '\� O i I EXI TING TRUSS ( �=a;:, -1 j - r` `_l - _ l l--- - - �..fi-t 1 1 i I I a 1 N N - tt-0 11-11 12-7 i x. 1 1 I 7 ¢ i - f -17 1 I 7' (-1-_� 8`-11 1/2 j s-10 11-10 ( p I I t� AAt/21-0 °p /21-0 W/16-10 MAIN ELEVA ION o A A i 1 1-01 11 "' 1� 1 1� 1� 0-91 l j I ! I I i,:;(. ( 27'-11° AFF ® I I I ® 14-3 -8� 8-6 t -5� -9 14-3 ® 2 I "J'i'r -4'-7° FROM HIGH I t 1 ® 1 p 1 g„ 'i i7-1 7-10 i l 10 7 i ,�� I I i E:,f�S�" i POINT OF i { ® 9--42 I 2-7 6- i •� - =--I DROPS CHART v �c, I ( I -12 �"� 1 °�, 1 - w/ 1 x j RED COUP 37 ,� _I, - ----- --- --r [ t tr,�� I B 1 x 1-0 w/ 1 x 2 RED COUP 55 l N 40 9-10 —11•-10 ' - I ! . . I . . ' I _ . . ....... ......... AAt/21-0 /Zl-0 AA3/16-to 1 , t tt-0 11-1t 12-7 =o ''_I 1- � 1� ® 1 1q � ,� ,� fl-s� ® o• , 2- B 13 fl � ' I [ _ I 1 -5 - 14-3 ; 1� H I ; II t ® 1 ® 1 -fl 19 i (TYPICAL 1NS UP BAND R�M) = .. I=-; .. I 1 � I ,.... ,. a I I ' - 9-4 2-8 6-3 cv I HANG MAIN FROM JO ST , II I I EXI TING TRUSS I f 8� 1 �j _ 7 •t -"1 N — O -' - . _-_ f _12 �' j I I N Z N ' #3! I .. .. 'I x .il-tfl t� 17 �: l 1 .� A A , AAt/ 4-A i /21-0 AA3/ -10 I N I t3 10 I t t 1 t-6 I I � , ... ® `t0 11-0 tl^11 12-7 I - - 14-3 _1� 8-64 1 -5� - 14 3 ® I' € I { I I I I I I 1 9 - i S fl 9_4 2_$ ®6_ I I >c t x IJ a 1 ---- .._._ ..__ ----- _ -- -- _ _ - -- -- -- - - -------- -- '- - - --- L— _ - _ . I; ` • ,- i1 17 N t /AA1/21-0 /21-0 AA3/t -10 I I ,+ l ® 1_ ,� ® 1 1� 1� 1 4-9� ® ! '� 1 9 0 13 10 14-3 8� 8-6 1 5� 14 3 B _ - - - - Ex G FROM BEAM W RO HAN FROM BEAM s, I { ! DROP DOWN THRU BATHROOM CHASE AT MAIN LEVEL 1 AND WALL AT LOWER LEVEL I , o B ; I ! (I _ ... - - I x a' -I O - UI''Gr II - - - - - - - - - - - - - - - - - - - - - - - Ca I I I 2 I I 2 10 j 1 1 1 #50-J - - - 6 7-9 - _10-8---_ - - T EXIST'!�NG C011STF;UCTIC1i`�... Ilf\ f'ONSl'RUC i ILIi l I 1 B III; I I == 1 iI 'rnrn;, I I o I I I I � .:: i 1 Io I li I l I; CD l _ ; I '? SEC 0['A A Su"C T ION 'E�C T I71 I C ©� I I I _ I 8.7 lI �:- ---. - - - — - a.---.', I._-.•I, ,` -'E, I _';I 1 I,'1 1 I I. Ii / i.... _ ii f Tl,� `1 I.I''; ' f'- 1 (,•.- -�.3 1. HEADS MUST BE LOCATED IN CENTER OF TILE 1__. v _.__. _i _ _{_.�.__I __ _. _I - �. __._I __ _�'_ __ , _-- i_ i _.. I.__- l ! , 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES } - - --- - -- ---_-- _..- - - - - - _- -- 1 ' " ,.' I ;'�,...:_ NORTH CONFORM TO NFPA 13, 1994 EDITION. 3. - ALL MAINS ARE THINWALL PIPE WITH ROLL-GROOVED I I }j ENDS AND GROOVED FITTINGS. I--- COLOR CODE: RED 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 I I_ WITH THREADED ENDS AND FITTINGS. a ', 4 `, a 1 ', a ', a a BAN CLAMP ;, REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H.S. MECHANICAL. CONTRACTORS. INC. SYSTEM DESIGN (STORAGE ROOM) SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DRIVE EXPANSION CA! ALL THftEAII RI1A 1 FAB NEW ADDITION 3-1-98 / EAST HARTFO R D, CO N N ECTI C UT Sprinkler system to be wet and hydraulically calculated. 2 FAB GYMNASIUMS 4-1-98 0 1 2 M V€KING BRASS UPRIGHT 155 5.5 91 Piping Is sized as per NFPA 13 Ordinary Hazard I with a design density of 15 GPM over 1500 Sq. Ft, � EAn Rnn Total combined Inside and outside hose demands of 250 GPM has been allowed for in hyd. calculations. 3 FAB CORRIDORS 6-16-98 +♦ 1/2 MIRAGE VIKING WHITE CONCEAL. 155 5.5 165 Maximum sprinkler head spacing - 130 Square Ft, 4 FAB FITNESS AREA 5-26-99 1/2 M V€KING BRASS HSW 155 5.5 1 PROJECT Date 5 FAB VISUAL ARTS 7-1-99 TIMOTHY EDWARDS MIDDLE SCHOOL 02-05-1998 100 ARNOLD WAY Scale: HANGER RING SYSTEM DESIGN (CLASSROOMS & GYM) HANGER RII'!G SOUTH WINDSOR, CONNECTICUT Sprinkler system to be wet and hydrauticatly calculated. Jab No Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft. HANGER NO. 1 HANGER NO, 9 Drawn By Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculation T 0 P BEAM CLAMP EXPANSION CASE LOWER � r QED Maximum sprinkler head spacing - 225 Square Ft. TOTAL SPRINKLERS SHOWN ON THIS SHEEP 257 L O W E R LEVEL SECTION B Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-2 _ - f Q �' / \ / FLOW TEST POINT \ STATIC. 102 RS'1 \\ RESIDUAL- 87 P.S.I. / FLOW: 1640 G.P.M. / TAKEN MAY 1997 PER CONNECTICUT WATER �\ .01 I f f f I 1 f QI � I Zn WI \ I � /- - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ... - - - - - - - - - - - �0 / I \ / I / I _ _ -- _ / �-_ _----------- --- -_lu / i I T FIRE SERVICE (BY OTHERS) I / SEE DRAWING FP-1 FOR CONTINUATION I \ i PROPOSED ADDITION, EXIS T IG EUILD111C I - - -- - 0 T FIRE SERVICE (BY OTHERS) I SEE DRAWING FP-3 FOR CONTINUATION j2.y f Mor-th PROPOSED ADDITION � EXIS11NIG BUILDING MAIN LEVEL SECTION A (DRAWING FP-4) 1 3 1 - ® 01 lLl 2 w 2x1� 8K4 2� 20 11 w42x 4 7 ,/ f t-11 6- = 2 __ --to-.-_ -2 6 117 f 7 $Ica I /R 3- 0 — rir r r I+� 1>r i (1 [[ i ? tBK TOP SCAM CLAMP . �- i DOI ono --- -- II ALL THREAD ROB NJ- IT 7' o dttLrl -- 19 14 l SECT101; "A:' SF.Ci10:; ` SEC11G;1 "C i. - CENTER OF PAD IS REQUIRED -- _ _ ------- 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES <4 7 -- CONFORM TO NFPA 13, 1994 EDITION. HANGER RING l-tBKa 'aK - _ MAINS ARE THINWALL PIPE WITH ROLL-GROOVED ! 3 - ALL A A -W o ENDS AND GROOVED FITTINGS. ''s�7 / ® -- 4. ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 __ __t-- `_ _!rz +1`T r~. 1-4 wt2><,a I w120 WITH THREADED ENDS AND FITTINGS. HANGER NO. 1 ---- 1 i 14 1 _---- ------� - 5. - �� = LATERAL SEISMIC BRACE � 20 A -11F� cE ,f: l 6. - � = LONGITUDINAL SEISMIC BRACE. TOP BEAM CLAMP r-EI?F;-a 17 ± ,� ® o I SYSTEM DESIGN _, � T + j a' I Sprinkler system to be wet and hydraulically calculated. REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H .S. MECHANICAL CONTRACTORS. INC. j Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft, 146 DIVIDEND ROAD ® A � , � � , ® ( Total combined inside and outside hose demands of 100 GPM has been allowed for In hyd, calculations. SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL - vr,IrYI, Maximum sprinkler head spacing - 225Square Ft. 1/2 MIRAGE VIKING WHITE CONCEAL 165 5.6 30 ROCKY HILL, CONNECTICUT 3 6'-9" 5`-14 4' 10'4" 6'-6" 5'-1° 6`-9" DROPS CHART A 1 X 1-0 w/ 1 X RED COUP 20 PROJECT Da te12-15-1997 TIMOTHY EDWARDS MIDDLE SCHOOL i:r - I- -li - I -It--1 �i -�� j}i,i ---i.i -T -- -t T� T` i., r j; ii t�' , i •i , ; I , , ;� :I,IV T` i , r �'� 100 ARNOLD WAY Job No. _, I l 1 II E / SOUTH WINDSOR, CONNECTICUT I S-7695 I./8j=P-0' � 0/77/7/' C A D D Drawn By��� Mor'ih SPRINKLER DESIGN SOFTWARE MAIN LEVEL SECTION D / SITE PLAN (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET 30 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-10