Loading...
HomeMy WebLinkAbout100 Arnold Way - Building Plans &amp; Drawin K.7 K.8 M N P Q S2 1. - HEADS MUST BE LOCATED IN CUM OF TILE 3'-4 1,12L 7'-0 l/f 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES CONFORM TO NFPA 13, 1994 3. - ALL MAINS ARE THINWALL PIPE WITH ROLL-GROOVED ENDS AND GROOVED FNGS. 4. - ALL BRANCH LINE PIPINGU IS BLACK STEEL SCH. 40 WITH THREADED ENDS AND FITTINGS. -Jft 2'- 4'-10 1/1' l'-5 1 1 It 4 4 4 l 4 4 TUP BEAM CLAMP B SYSTEM DESIGN (STAGE) EXPANSMN CASE ALL THREAD RW —B -1-777777 TE­7 Mj" -17 7777TT I I I I I I TTI 7 -7 1 11 IF I II I 77T7TT Sprinkler system to be wet and hydraulically calculated. 7 I ALL THWAD ROD Piping Is sized as per NFPA 13 Ordinary Hazard II with a design density of 20 GPM over 1500 Sq, Ft. Total combined Inside and outside hose demands of 250 GPM has been allowed for In hyd. calculations. N B L 104 _ _ I � I -- - - I T �- i 2.2 Maximum sprinkler head spacing - 130 Square Ft. B B iIB #9 #12 1 -- HMMR RING #8 SYSTEM DESIGN (AUDITORIUM) HANGER RM 7 --- Sprinkler system to be wet and hydraulically calculated, ------ zE-L- 11 0 :j �5 �7—F- o 1 1 0 Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft. - - --- I L HANGER NO, 1 HANGER NO, 9 I - " - I Total combined Inside and outside hose demands of 100 GPM has been allowed for In hyd. calculation 7 0-6 >< TOP BEAM CLAMP EXPANSION CASE B 4 A Maximum sprinkler head spacing 225Square Ft. I-IV B 11-8 2-1 1T 8-7� --------------- L S R,0 G;i 777­1 -T B #7 VN -T -A L �5-- - 1 - 1 1 1 T !111 1 L 1 L -7­1' -MB --H 1 n- Z-1 12 8-724 A S T�- Q #14 �RB414 -7 F #7 -r-4 , 0) 11-8 B A I I I 11 8-4-1-L-I -11 1049'7 L- f - - .2 -1-4 _-'rE At -A r fa 04 11 -- - L 64 =Q 4PA 1 L it IP j 5-2 IL I-- L A T- D Fi I ­- I -C 2 1/2 TO STAGE ILL C" 4 MAIN C-4 op— cq 7 F IL R ! *A A I I R 88- A 21� C11 (2) 2 1/t 45 ELL W/ 3 11,f FILLER PIECE Gl G2 L+' G3 +E'-5 1/2' G5 2 11t MAIN IN CORRIDOR 21 X1121-0 A 34 B 94 l 'A V r it 0-0 21� 7 i B X 21-0 21 X 01 2� 0 8-1 K JOB A - 7 - kcs Cl-i 1 12 1 ffi�m— 9-1 qo A-A _411P - 7-7 2-- 18-3 C13 )-9, 4 1K 4 21-0 - -LF Cr4 7 co L -2j-FHV-MOUNTED-AT­-0(fN­AFF­- C-0 X B B piacn #68 ko W 0 0 #13 2 6 9-1 B 0 -7�0 B 7 si Ed B -1 1 1-4 Z' 7-111 B-11 8-11 #6108 8- I I ' elo 13- 13-3� 13- 1 3- 'V 11 -4 iirl ® 1 0 N 7 Cq KID N 4.3 -- ------­----- t2 S OPED CEILING ,0 8 7-11� 8-11 8-1 8-11 1 1 NEW 3' MAIN TO CREATE GRID WITH I PIPING TIE INTO EXISTING BRANCH LINES 6 1 4-0� 107 00 \ / L' 1-4 02 66 Sm TCH �, 7 7" x 7 Ln L0 'C'4 CN 781 C d IL 0 #67 -#61 9- 1� it 1 T}; \, / _` I G M JOIST 46 1 1 1 �0-ul 7-11 8-11 8- 1 8-11 2 103 I FLOOR [L3 SLOPED CEILING 1<1 ................................................................................................... #64 2 X 2, 1,1 ................ 13-�' 13 3� 1 5" TO STAGE AND AUDITORIUM SPRINKLERS ELEV. 31'-(f +/- 5j I - -11 J-17t==Gm A%W� cc C.1 10-!1 1 1 -0 7 C4 >< G JO]f i �� 11 �, I I I I 1 1 I oQ - iCO2 61 467 1 jj: 7 0-8 7-1 1� 8-11 8-11 r + ro / ( I _ _ C2 J- L ; . LO 1� HANG fflom JOIST-/, L (D it 2 #64 13-- 47 FEED MAIN ELEV. 8'-5 1 S.OPED CEILING �#61 P" 2 1/2 TO CLASS ROOMS-8G ELEV. 20'-e #6 0 7-1 1� 1 8- 2; BACK STj E-CLG. 8'-5' CORRIDOR CLG, 7'-T /N 2-92 C� 3 X 11-1 0 #63 1; 3 X)ji-0 1 0 r #64 ­2=3�L 3-8 -4 2 1/2� 45 ELL BACK TO BACK 1 102 8-11 8111 8-11 4-4 4-4 I'T 1 4 Ln >0-7 X co #6 5 A Aw 16­ Aw 2 11Z F.H.V. MOUNTS AT 5-1 C 0-� #2 1 "D LOWER CEILING 2'-i WALL f57 #b 6 RAf "SI'AGE Co W2 4! RISER p Z3 DROPS CHART 11 X 16-1� 1� X ­1 A 1 X 1-6 w/ I X RED COUP 26 -0 BUTTERFLY VALVE W FAMPER DETAIL L #22 1 3 0­-­7 r -f-fG "T' A A 4 B 1 X 1-0 wl 1 X RED COUP 65 dilk 41! 4-9 1 FROM MECH ROOM Ra 8'-S' 1 9-6 7-5 9 10 8-01 Al A 210, 7 2� 0 C� FHOM� N 5'-07 fff=� 141 4 7 C22 - C�4 C,�" C21 8 5 -X- 21- X- -o� C e4c li f TO SPRINKLER SYSTEM �-lf B-11 t 86 7 EXISTING CONSTRUCTIDN NEVI CEINSTRUMON 0 4 X 8-6 . 1 -x 2 (zr F7 1� FLOW SWITCH 144�-� W12 1 i 104 8-11 0 L* 6' ALARM VALVE W/ TRIM AND GAGES PIPE TO DRAIN IN MECH ROOM t MAIN DRAIN 5 "hli 6' RRE SERVICE: L =Ip C AMES MODEL 4000ss C.13 - I 2 7 REDUCED PRESSURE BACKFLOW B D 8 1 TN' PREVENTER INSTALLED IN VERTICAL C T E i\1 A SECT T01\1 D -10N C '3 E, SEC cm #22 X W 1211 Wa F T r BUTTERFLY VALVE W/ TAMPER FLOW SWITCH C 44 10�'*T (2) 6' OS&Y W/ TAMPER 2' TEST AND DRAIN R� X 17-91��j �0 - wi'�) I I 4 F 31-2 -#51 U-1 F T I Awl 1_0 I 82 LU 8.7 >< It>< IA-L �U! 8'-1 C14 04 cu� NORTH 2�- 3-16 4 -1 4�1 -10 1-1 -F"' " r�-- I F 14! TO FREE STANDING SIAMESE + -6' C43 4 +11' a Y a- CIR I I REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H.S. MECHANICAL CONTRACTORS. INC. -11�- 1 9 lb SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 4�1% I FAB CLASSROOM / BACK STAGE 3-23-98 '01 Fe) 5.5 EAST HARTFORD, CONNECTICUT 2 FAB STAGEAUID & MECH 6-13-98 0 1/2 M VIKING BRASS UPRIGHT 155 65 3-6 it 8 5-5 4-9� #50 � // 3-11 1/2 MIRAGE VIKING WHITE CONCEAL 155 5.5 113 an 6'ARE SfRVICE FIROJECT Date- 02-05-1998 3C -------- --------------- TIMOTHY EDWARDS MIDDLE SCHOOL Scale: 100 ARNOLD WAY F I SOUTH WINDSOR, CONNECTICUT SEE RISER DETAIL Job No. F7 7 j) Drawn By CADD L -7171 0/7 JED SPRINKLER DESIGN SOFTWARE LOWER LEVEL SECTION C TOTAL 78 sheet No. (414) 483-8700 SPRINKLERS SHOWN ON THIS SHEET T77 A 4 X L (2) �2 COLOR CODE: WHITE TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-3 ............................ f IX EX IX IX I IX - - I z.!- ^ T m I E7( Ex 7' , , � E9 F � F.6 G H H.5 J J.7 1.9 r'' WALL WALL WALL I I] o 'r,I 7'-10 1 A I 1 \ w a1a ; I I I I s I tLLR 1 {" I - ---- ---—- -- ---- I I--- •-- - - --- -, --- i i i `!`.� i;I I i 1 _..._ tJ I �I - —I B III e #8 i' I I Ili B I I !OR ;o I I J2-i j 10 o- 9'-7' III A 1 -10 11 10 ,_ .— :.�, : I to r' F+'s ' — I' „ 3' Al- 6l!-11�' I j j(r III. u 51Si i. ( ® I CLL N I I I I N — cc B O L i' O l I I I I A #/ I I I Ll15. l I I :7• I 7 r' II I + I x ` #5 i III Q I I� , , i I N 0 l I I II ' IWALLII � !, [ ' I II x rnMCM III A A I � 13-10 tA& ' I ` I •4; _ ! I ! ! I I I I I I _ I I I -1 -`�� -. F I IX `- I 1 I j 1-t s 10 11 s 10 I I� --__. I T. ' 4t�:AT_4 (I_ , , I I I [_ { - I % im 2 = -- ------------ - -. --1- - - -- -- -- - '_--- - - - I -,! _ ±1 I I t N l _ €I 1, I i - - -- - I Y �.� a _ - _ ! ` I- : _ - — i r — -!I - — — --r- -- � J ! 1 I ?1a Ca%�_.._._ --I X pp ' co ✓,A. rloorrlr.: l K O/ ;._r —h + ! '. 2 X 6-6 13! 22 3.t +$ 2 aS` - .� 'l -9 '� oS' { 3 X 19 '� ; X 21-0 2 X 21-0 2 X 20- X 12- 1-6 A ;z '; -� K I I x5 I rl rEX - - _ 2 X 9-1 I M t I I + _ Q 3 k F`i s7a i _CL _ 1 Kt _ � K 2� X 9-9 K5 K `�' K7 -- �!:^m-.--- -- --- -- -- -- - - -- --'- I I -" c-- _- u ( i i _. �'-FLow-swlrcH I- - I -LT _ L i _ . �� I 1 1/4 TEST AND DRNN _ X I • __/rl] I 1 I f I ! r 2i _� I I f ! t I i s j ! i i ! J' 1 I I 1 I HEAD AT TOP OFI SHAFT .� ' ' ��;. ;-- - _ '. ,6-4 I _- --k I , :. s 1iI I1 1_9 _ A 10- ' -1, ---- -..__.� _ •I #1 i•I 11/ { - € A I I 1 i k t t =1 !1 ! !i - `-f` EC I J _� # ---� 7 \ o o O I , Ii r r - --- I � I � �- -- � I� 5 �Iyl I__I._— _I ,�____.. i I I (j__=�I I � � ��_ __. , i Lj'_ jr- r r / i ! t, 2 X 2 RED C '.I ' I o ! 10' 0 g 6 PLEA E ADVISE: I P_II 75 I BOT F BEAM 8 -7" I 11 11 ' #8 ' 1 t Q t0-5 10-fi 8-7 1-6 N ` I CEILING T-5i, IF I 9 _1 II - ��" CIO T it - !: III - o � E o I I ® � #80 ' '� I ' ' o { 1I \ 3 A ! 10-5 10-6 8-7 I is 1-6 i I I 9 7 10- A 11 10 A '� 9 c 9r-1�r ._. X i I V I ` ex _ 1{I. I — — I \ — I _ _I _ _. ! .i ! ' I — _ --I " wt8xe6 'n 6 I - �- , - i ( 5 $ ., a, \ I #S0 1 1 1 1 ;J -,- ------ - -- - 10-5 10-6 8-7 I. 1-6 ' I I �, , I I I I I I I 'I 1D- t1 10 ; ® ® [ N #411 II 9'-l0' I I� co II•,.-I..-� ;I ! AV �(•il,r+.J li J..... L i'r I11 kL'I I ! N E� 7ql•IGU _ SEE flr �� i v I ........ .. ... V I �EF, '"RI i CLERS N o j n I -- # U' I \ I I !! ® ( I I I I I x N .��`� I = 10- 11 10 III = TH U JUST t 1 1 1 I #8 0 10-5 10-6 8-7 �, 1-6 it , .) ! , I) I �' 1 r-0 1/21 F� Cn ` - - - - - - - 7 ._ � tY38x66 � 6 I I 0 iCq _� I� . _F-I r /� t 1 ', 1 ! I L '! j IC7 l' #80 10-5 10-6 8-7 ` it - a1-s# 1C-- , I .,� it I 9'-10'I NJ �111111 I I _ ll 11-9 I l I I I k t2 v, ! 0 1 i I I I X PLEIASE ADVISE: I 0. , , I I 81 to 5 t I 3'-,0° 7'-1 1 2' BEl OF BEAM 8 7" t t I # - 0-s ...18-7 1-6 I I \ II I II 1 !, ` CEI ING 8'-T \ III - 5 -7 2 0'-2 1 2" 1 isI I -«,: I I 11 10 to " J G FROM Jo I - i -i 7 I 1c I I y ._ - -- --- - '- - ——— ' - - --- - - ! I I o o o ! I > ! CO 11_ I L! — I 1 1'_ T AN 1 , ,IEC - _ I I 1 f B -11, I I I �`- I- I ! I ! I I E I c , I I - I It1i N I r 1 •1 T j !^ i I! -�_ /J{� ---- i 6 4 i __�..I +$'-7 11 10 7 ;11 o I [ 1 I A 10 1 1� I I) It I „ ; „ " _..._.......__.___.._.._...............__.......... a 1 I, it ,. U" __to.B _/ - _. _ - / ------- O S I{7f A6E 5 6 6 2 - 7-2 I - - .... _...... _. - - _ __. - — - it ii !I I — I ( I 10 t~ L 1 = - ff - _� _. I _,_ -- --------- ---- DROPS CHART - i_-f � I � A - I I �- <� �. � :�.---- �....``� - - - - - L L_ __._!_, I --- - _ ; , - _-_____-_ -__-- _ -- i A 1 X 1-0 w/ 1 X RED COUP 86 _ ! ---_ _ —_ - - _ _ —_ _ . L� �. ^ M y -- _ Ijl � I .. a - - FROM CP I ' u u i CC't�IIIDR INA. ' I'- 1 X 1-6 w/ 1 X RED COUP 60 t M ! `�i M I I A10 ! 21 X 5 10 +3+_�+ €, gf- pr $ -t tK z AAB A9 _ j ,�� Atfl I ,1 ® X 2 0 6 A13 _ 57 I i N ( 7-1 - -0` 4-0 6--0� -1 5- 3- -1 9-0� 0 2 A 5- 2- 12 7-2 4 7 II 7 I I " - MU r - , _ to t - HEADS Si BE LOCATED IN C OF TILE I - r I"- � � I I I I_..-I I ! ( • CD CV - - - i - I.- I _ _ 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES -- -__ -_- - ! I B 7-10 `��'- - _ - i�- L - -`` 3. ALL MAINS ARE THINWALLI PIPE WITH ROLL-GROOVED L_. I?X ---, 1 I J I 1 ��� I I 1- 7-10 B �j __ - __ _ ! :t I ' I - _ ._1.:. - i__ _ -TV _ ;j= - 1, << I ENDS AND GROOVED FIiT1NGS. 1 I _ I I I_.,---- I I ' `� ! to I - 3 I I- " 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 IJ II I 11 I'I #�O ( I II 7 WITH THREADED ENDS AND FITTINGS. , — I I it ErlQ I I` I I LrI i I 61 --- I I + I I N - -10 A q I ti c a I 43 I? - j y � (' 111 I� I I 1 i ; ,.. ;v:, .„ .�. N N 'I'__i�IWJr':l yi li'{ t I l ! 6Z ^ I ^• ss • , I � Imo; I C J I cc nn - _ o is I I; 11 I , LflJ: ULIS; N I r, - ! N - " z=' cat ' I I 75 EX i `c h'1,'U r I ) i I<I �!F1Li: I I c�--�' x I� �I I� _-� , ., `<'C • I l I ! '=' I I 1 v , •J I ! I -- L-'�_,_ I I i'1- -� I I 0 9 'I O g I I f ® 1 �' -I_ --- 8.7 t�! u I l..�sst lclral pErl I _ I I [ I' I' o L ! Fl I I I I I I X O x + I I I I' i ' u, I ! i fi3 r "' t 1 I I A 1 I i SECTT❑N S S ? T �t I [ 1i _ II I 11l 64 0;7Z �4­10 ® I =1 E�. ❑N II -.1 fi9 !i G ! I B I I Ili I' _ - I #3 I II - Q �Eci Tar)I A , � , _i! w / I F--"'"_—'.—i I --f _ I —1 I a.! ✓Y,,::.S­T i! 65 +9'— I I 4'-3° 7`-3' 7'-3° 3'-9° Fh // 4'-6' 4'-0 4'-Q" 7' B ( C WALL WALL wart. WALL I 3-7 8-10 68 NORTH Q TOP BEAN CLW z Q SYSTEM DESIGN REVISIONS SPRINKLER SYMBOL DESCRIPTION �. H . H.S. MECHANICAL CONTRACTORS. INC. w Sprinkler system to be wet and hydraulically calculated. 1' Piping Is sized as per NFPA 13 Light Hazard With a design density of AD GPM over 1500 Sq, Ft, 1 IFAB NEW ADDITION 4-16-98 SYMBOL SIZE MODEL MAKE FINISH STYLE TEMP K-FACTOR TOTAL 133 RIVERSIDE DIVE Total combined Inside and outside hose demands of 100 GPM has been allowed for In hyd, calculation EAST HARTFO R D C 0 N N ECTI C UT ALL THREAD ROD Maximum sprinkler head spacing - 225 Square Ft, 2 FAB PHASE 3 1-21-99 0 1/2 M VIKING BRASS UPRIGHT 155 5.5 4 J 1/2 MIRAGE VIKING WHITE CONCEAL.. 160 5.5 246 ® 1/2 M VIKING BRASS HSW 155 5.5 1 PROJECT Date - - -T_ .1 'T „ -,, �:- r ,, ,-.. - , _ a1-31-1998 T,, .! ;�.� �r_� �: TIMOTHY EDWARDS MIDDLE SCHOOL 1 r ; Scale: i.l' �.�.. U I! k`• `. r) (+. 1 I 1: I f HANGER (ZING I I( i. €; i, :n I #I I '� .i A i ,, ' �.. [ , , ,.� I: j l I I"! •,,4 I I � 1:, ,```"„ 'i I:i� i j I ; _..i ! t ,;( .J __ L _ Y �J_ I is _t ram, Y1 i I _� � � 1 II � _ ["`' _ } .I .a ;-- i 00 ARNOLD WAY i , i I _ SOUTH WINDSOR CONNECTICUT r Job No. HANGER NO. 1 TOP BEAM CLAMP i� -_ u i Drawn F I i� . �©r�" orr7r�/� C A D D By SPRINKLER DESIGN SOI TWARE UPPER LEVEL SECTION B PLAN JED (414) 483-8700 TOTAL. SPRINKLERS SHOWN ON THIS SHEET 251 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-8 r. - IX £31 T EX EX IX FPSIX w x r z AA E•7 EB E.9 F F.6 G H H.5 J J.7 K K.7 K.8 > L.2 7 IF 0 - Oil 1-3 I I 3`-13" 2`-6 2'-6" I ;.\ I 11'-0° 13'-y' $'-0° 16'-0° 13'-11° Iif 4 HOOD + ' I I I I I I I N � ------ ----- - 1 I ' ,� -1 �, 1`- Vol - B - - - - -- -- -'t- _._ _ --- --I 1 fi 0 , I 1 1 N I' I 1 } (I -8 € f g 1 i t 7- 14- B 7 8-$ 11 - - :rp i i € r, TIGHT T BEAM �€ - - _ - '7� - I: I- _ B 1 1 - ,� I I I a i 11 Q J N p I N ! j _ Id 'X € i i1 ---- - ---- ! I 2.3 - - C _ —1 ta ! 1- i I !_ �.---- - i � I 2.4 _ _ _ - - ` € _ I ( I 2 oil I - �-- � iI I l0 OEM 1 0o II f i � 1 I € ao I I - 1 1 .. -------- --� - I � I i _ 371 2g 1 I -- ---L: ! ' , 2 X 7-1 M € _ € 11;_ 4 6' I I j 1 A '� € 1 r I B 7-9 I 11 10 2-2 I -8 B - - , _ fl,- --Lim.. - II j _ L {-I CS 1 - GE ry .I� - I -- -- O� ( - 4- R _ B 4 7 2.-11*B 1 i 1D € B - fi-7 5- 1 P-6 - 11 10 - B= I� � o 1 I -f! 1 ,\ i , L eHAs _2 I— - -_ I I -_ I o - I I I I _ t" "- _ € i L .._ 1 2 1/2° SPRINKLER MAIN — _ C _ € 3 [ _ - I I PHASE L - 1 _ _ i —€_ !'. —`I - 1 L11''I i f _tn -]— _.I..— FCGU MAIN PHASE.4_�JI -€f._._ - _-----o _..I ' ; _l❑ -- ___— 2 _ - I_._._ _� f _ = 1 18 , -I:; N r_., --- - _ — — ---- - -- - - __.._..__. _ ti: -N - - -- -- - - I 2 MAIN r x c» ' " I-- -- -- ---- - - € y TL. ® - - - ------- �, _- _ PHASE _ L r uul -71 I -- - € -- -----=- -- - EXTRA LONG WELDED OUTLET (2'-2° FROM CENTER TO END r " K1 - p� 11 39 �� Of ! DUC ) 2 X 2i 0 I I B 21 0 x 10- > 2 1-0 > I I 2 -0 i '� 2 X 2I-0 X 11- i 1 2 1/7' FLOW SWITCH I �+ i I I 4° BUTTERFLY VA w/ TAMPER (RISER CONTROL) 3 -0� 2 X 1 2 1 ! _ ` 6- 5^ 6-9 fi- 5-0 I - l_ ® I I I 4 RISER UP Ex 7 4 4 ® I I 4 7-6 4-io 3-1 7-5 "" € 7-9 ! 7-11 3- € T 3 ! 8-5 �- € € 2 1/2° BUTTERFLY VA W/ TAMPER (FLOOR CONTROL) 2 1 12 0 4 0 6 11 1 -0 8-6 5-6 _ PHASE - - - --- - -,; - _ _ - -- -- -- - - - pc �� - -- — _ __ - _- - _ - _ _�- -- _ r+ 1 e ---- - 1 - i� mml _' ; r "JC5 MI - _ - _:_ .___ ____ _._-- ___ ____ _ ._ _ - - - _- - !.: j } ' - (� 4 X 2 1/2° RED. CPLG. 2 0 C9 E i ! r� ( 1 PHASE 4 �+ -. '�` '� €! }€EAD IN PIT ' f € i 1. I i� 4 "+ 1 � 4X21-0 € o - C10 O i € € 4-11 - € C7 r ! ! �- II - a 71-1 -17 Fg € 1 1 # a — ! - oo DOWN TO 8'-3° ELEVATION ( , FM2 , , I I i N ��;,��- ! I ! 16 �'-i� ! / rn 1^ (_ N I k 1 I #I 1 L —� AA1/ t-o /21-o AA3/ts-10 °_ 1 g I I I !C_--"� I I A I € I — I �- - -- I 1 ll pR� I I A II �:I_!;-;;�-_I I A j o -8 ' !1 1 11 ® 14-3 -8 $-6 1 -5� - 14-3 ® 1 ' I i � ' � �DROP DOWN ITH Oi - 9 1 _ —��4­11) 6 L: - I—--_ s 4'-- 1 I � E+ f ! � on ,_ �� I ! I € 1 1/4° TEST AND DRAIN (PIPED TO JAN SINK) PIECE F10 ELEVATION IN EXISTING , I. 1 _ _ -�__- - ' z -; € CORRIDOR 8 I T (THRU W ) q , __- - ! x a� —— _ _ _ --—-_ ,- x �S;ice!'; ---- ! Y^! `" " i- 5EE DL AT RIGHT - - - N - - - - - , 4 I , ram ' r -_ —._ __ --- 2 ......-t - _ I i ! I ! JANITQRS cL 5'-1° , I i — ——— -- — --- - -- - x € x V I , 8-6 5`-� I -1 — I - I ► #15 � �I Q - i Nil -17 _ T 3C ���� - � ,i_ AAt/ two /21-0 AA3/16 10 °_g I I `! ( [ 1 OQ �>y ! 1 1 `�1 1� 1 1� 1� ® S1 II 1 I �� 1� I 2-8 6- # 8 i 2 1/2 TO GYM PIPING I i 14-3 ,� -8� 8-6� 1 -5� -9 14-3 I c 11fl 6 B 9 13 i0 i E �� 11-0 it-11 12-7 ' I IrE =`-��.= I i -i --1 4 4 I N I I I I Q I B `� B I i CONTROL VALVE DETAIL ,c, _ EXI NG TRUSS -! � 1 I I I --- - ---- - - M N 2 F/ ECH TEE I 8'-11 1/2 �X i f - - --- - --- -- - ti ---- i 1 i f l / +n 01 3 I _ 1 I I I [ ., I 1 ® 1 1 ! AA1 i1-0 /Z1-o it AA3/'s-t0 1 11 1 cVI9 14-3 -82 8-6 1 -54 -9 14-3 ® p `8 10- #56 ( 1� ! 9- -8 6- - -' €Eia,,Er I I , 1 1 T _i _ a o 11-0 11-11 12-7 - ! "' I' _ "x i I,_x ( ! E;;1�1[15!-i� E :i'I]S €) I -- I i- - �p o I I I 9-10 11-10 AA1 2i-0 21-0 - I ! I AA3 16 10 / / / I ! I t17 N O 11 14 i� 4 1 11 0-91 --t 1 ( € = ® i 10�8 10- #5 - ! I 14-3 �, -8 8-6z 1 € -9 14-3 ® -'- I N 9-4 2-7 - -� _ 2 !.�RF!�') P o 3 - 0° I _ I I I "��� 01 v L`f I;,i _ CO GO -- _r I 1 ! COL. t GYPI,_;SILT'!! `{r, f N o _ ! "' EXISTING TRUSS ( ,_;., €� I -# ! I I I -I 1 1 i i I I o N 7 1 1 € I# 11-0 11-11 12 7 1 ,c, 1 1 ! 4 -17 i I 1IPCH TEE ; -11 1/2 ' j 9-10 11-10 ( p I A A 1 I 1� AA1/21-0 °p /21-0 AA3/16-10 I I a MAIN ELEVATION 1 11 "' 1 1 1 11 11 0-9� II ; I ! I I I .,:J f l f s ( 27'�-11° A€ 1 -4'-7" FROM HIGH I O I i7^1 7-10 i 1 10 € E;;f S D� POINT OF O 9--42 2-7 6- 9 _I 14-3 -8� $-6 1 -5� -9 14-3 2 I j A- 12 o oO # 21 -I .7 ; DROPS CHART T A 1 X 1-6 w/ 1 X jRED COUP 37 x B 1 X 1 0 w/ 1 X 2 RED COUP 55 N '� 40 I 1 Ii 1 I I 1 I 1- I - 9-10 11-10 1 11-0 - - !11 it 1 7 AA1 1- 2 i 2 0 21 o AA3 16-to I -1 ® ! _ 1� 0-91 ® O• - B 2- B 13 0 ! I ! I __ 14 (TYPICAL 14 BAND R M) I 14-3 j '; I © 1 ® 1 ® 1 i LOPE LINES UP w1TI1 CEI 14 MECH I I _ 9-4 2-8 6-3 �- 1 HANG MAIN FROM JO ST o! ! V I f, -,N 4 EXISTING TRUSS _ _ ' ar 1 N ,4 o _N - 17 v, - --- f -1 I ( N z,� #3� 11-10 ! A121-0 AA3/ -10 1� I I 1 1 N A A € t� ® 1 °- C �p �1 9 0 ® i3 i0 ! 40 1 1 1 1^s ST ! I ! I ... ® i * i 11-0 11-11 12-7 -- -- 14-3 -8� 14 3 ® IIH -€ ! ! I l _ 3 94 28 ! I I I I I �_ I i I ! ! I I I ! N € ! II I t� �N 1 r LJ ill !1 17 N — - 1 — - ( . I ...... ..... —... /AA1/21-0 21-0 AA3 1 10 1 I ® 1 ,� 1� 1 4 9� 1 9 0 13 10 !+ I 14^3 $� $-fi 1 5� 14 3 ® B µ- - _ _ DROP DOWN THRU BATHROOM CHASE AT MAIN LEVEL Ex G FROM EAM W RO ��l HAN FROM BEAM C, I I (I B I i; AND WALL AT LOWER LEVEL - 1 1 I ' - - - - - -- -- _ -- - - - - - - - - - - - �( -_ __ -- _ _I _ _ _--- _J —i F N II Ca ,b , t I 74 +8'-6. III I j I , c 02 _ �' r� , 1 •1 rh I � 1 I - 12 l i. -r 'i- ! € - r € -- I I I I - EXISTING CENISTRII€'TIC11�1 NEl, C'ONSTRUC",'EDI I (_ - i 1 B38 I_ f✓ —I--I i II p E I I r: i� � J E Qr_:'_ � _h.I.•_•-___...--: '�� l i>?^- 1 I —� � S TCIR"IGE € I � �I � I � L.-..!•�I I _ z ' E"'POSE m { I I _ ! iI I I IvVY SEC ! 10["i A SCCTTGi�I { �E-C Ttj 171 ! i Ld I l w _ D►� , — 4 7 1 \i T� ' —,, —1: — IT T , I—ti -!' i,i f 1.1 �! �, i'3,^` i,. ,i I '1- ' 1. - HEADS MUST BE LOCATED IN CENTER OF TILE 1__. v _.�_I i _I�: �__ �I _-__I _1_! �� _._._1 _;_ _! ! .L, is I:I - 2. - PIPE, FITTINGS, HANGERS AND SEISMIC ASSEMBLIES NORTH CONFORM TO NFPA 13, 1994 EDITION. �` 3. - ALL MAINS ARE THINWALL PIPE WITH ROLL-GROOVED I I I } ! (I ' ENDS AND GROOVED FITTINGS. COLOR CODE: RED 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 I (_ WITH THREADED ENDS AND FITTINGS. a ', a `. a 1 ', 4 a -. a TBP BEAN 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 cAse ALL THREAD ROD 1 FAB NEW aoOmON 3--20-98 / EAST HARTFO R D, CO N N ECTI C UT Spr€nkter system to be wet and hydraulically calculated. 2 FAB GYMNASIUMS 4-1-98 0 1 2 M VIKING 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. ALL Tw2EAD ROD 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 VIKING BRASS HSW 155 5.5 1 PROJ ECT Date 5 FAB VISUAL ARTS 7-1-99 TIMOTHY EDWARDS MIDDLE SCHOOL 02-05-1998 100 ARNOLD WAY scale: HANGER RING 1/a,r-1,wnr, SYSTEM DESIGN (CLASSROOMS & GYM) HANG;=R RING SOUTH WINDSOR, CONNECTICUT Sprinkler system to be wet and hydrauticatly calculated. Job Na Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft. HANGER NCI, 1 HANGER NO, 9 Drawn By Total combined inside and outside hose demands of 100 GPM has been allowed for in hyd. calculation T O P BEAM CLAMP EXPANSION CASE QED Maximum sprinkler head spacing - 225 Square Ft. TOTAL 5PRINKLERS SHOWN ON THIS SHEEP 257 LOWER LEVEL SECTION B Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-2 - _ O Ile / FLOW TEST POINT \ STATIC: 102 P.S.1. \\ RESID FLOW; 640 G.P.M. TAKEN MAY 1997 \ PER CONNECTICUT WATER I I I I \ I QI En \ � I � 1� E I /- - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - _ - - - - - - - - - - - -IjO / � I / I i I T FIRE SERVICE (BY OTHERS) I ++ / SEE DRAWING FP-1 FOR CONTINUATION I \ \\ 1 � I PROPOSED ADDITION, EXIST 11\IG EUII_DII\IG 8r FIRE SERVICE (BY OTHERS) /� I SEE DRAWING FP-3 FOR CONTINUATION / / J JJ LA 11or,th PROPOSED ADDITION EXISTING BUILDING MAIN LEVEL SECTION A i---=- -_- - - — { IP it Of? —(DRAWING FP-4) I 01 13 2 -o 0 .--- 04= - w zxla axa 2� 20 11 w12x a 7- t-11 6- = -2- --lO-__ :. -2 6 6 1 i 1 2 cn 1 ® I 7� i �i'/. 1180 �IK 117 7 sxa I_ _� I i3 I i � frr rr- l� k j �- i 1213 Efl -1-- �8 ( I — t8K _ (D _ 4 -- I 9 cr) LL J f_..__ _ _J N 18 i'°` "OUR;� r` r i ��Q[��. tBx TOP BEAN CLAMP i 00 —— - '-� --— 171 — � 1 — ® p ALL THREAD ROB i I Wx .- i t h191 k 1 Q - SECT1011 "A" SI".CTIIMI "5' SEC170AI "C' i :I:; T ilF41 WD�_ f iC ® D )' - i. - CENTER OF PAD IS REQUIRED a I i I - — ® --- m 18x - I 2. - PIPE, FITTINGS HANGERS AND SEISMIC ASSEMBLIES =ietca--- _ - - CONFORM TO NFPA 13, 1994 EDITION. HANGER RING __° — —-- -----L 3. - ALL MAINS ARE THINWALL PIPE WITH ROLL-GROOVED � 1 8 A ®I' ° ENOS AND GRoaVED FTrnNGs. �';% ` 0 4. - ALL BRANCH LINE PIPING IS BLACK STEEL SCH. 40 aL -' . i wt2:ta I wlzXt WITH THREADED ENDS AND FITTINGS. HANGER NO. 1 j� 5. �� = LATERAL SEISMIC BRACE TOP BEAM CLAMP A 6. � = LONGITUDINAL SEISMIC BRACE. I;�3 m1i 91 4, J t[" ERF.I C.1 --- _ �JI—III- SYSTEM DESIGN "FPEi,'! 1 "' + "' o j a' Sprinkler system to be wet and hydraulically calculated. REVISIONS SPRINKLER SYMBOL DESCRIPTION H.H .S. MECHANICAL CONTRACTORS. INC. �5 J Piping Is sized as per NFPA 13 Light Hazard With a design density of .10 GPM over 1500 Sq. Ft, 146 DIVIDEND ROAD [CA 0 ® ( 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 ;EI Maximum sprinkler head spacing - 225 Square Ft. � 1/2 MIRAGE VIKING WHITE CONCEAL 165 5.6 3o ROCKY HILL, CO N N ECTI C UT --- - -- r•,�rr$11 ��;.:� __. .— ____----- 6'-T 5'-1' 4'-6° 10'-T 6'-T 5'-l' 6'-T DROPS CHART A 1 X 1-0 w/ i X � RED COUP ZO - P FZOJ ECT Date TIMOTHY EDWARDS MIDDLE SCHOOL 12-15-1997 � { . 100 ARNOLD r 7 --j} WAY Scale: SOUTH WNDSORr ONNECTICUT J kl II I-'_) JUL—! ty�� Y r _'I- 5�, ,a I-_ _1 i � i 1 t I a t P; a 1 r• _� •�' %... _. � _ � ,-. Job No. S-7695 lid"=I'-0" 0/77/7/' C A D D Drawn By SPRINKLER DESIGN SOFTWARE MAIN LEVEL SECTION D / SITE PLAN snE�t JED (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET SD TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-10