The URL can be used to link to this page

BP-25476s File Nave HIGHWA Y SITE DISTRICT - ZONE 3 AQUIFER PRO _ -- --_ —`- 0� AQUIFER PROTECTI❑N LINE -- MILLS ROAD A D 6' ANCHOR FENCE ----- SSELLS R U -- NOTE --- l I 1, THIS PLAN DRAWN z FROM ACTUAL FIELD SU�FVEY AND PLANS OF RECORD xl 2, NO PRIVATE W c w, ELLS WITHIN 1/2 MILE OF SITE. — — EMPLOYEE ARKING EM L❑YEE PARKING — i 3, TOWN ZONING RESIDENCE B ROLLING GATE WITH - HOURS OF OPERATION SIGN t - V l ice p IT EXISTING SEPT + , SCALE HSE; r a HOLDING TAN i Q W PLAT 33 LOT 88-2 E I Z� Lj 3� w � I F CANOPY a I PAVED AREA 1. -1 i ' y 4 LASTICS J psllcs 1 ! P, $,snc T.V./COMP. pSTE OIL yC SHED V � ` ass 11 i &'p r DonEsnc L---1 w TYP. PROPERTY LINE FLOURECEDNT BULBS SHE dC I f - LJ j j A W I � fU I. u J 1 o N Zd r , 1 i a ' i 1.j ! 35,00� f i r _ Z WOOD CHIP PR❑CESSINo AREA i FLOOD L❑❑ D ZONE C ` J O BRUSH DROP ' AREA I Q p w ¢ n W 3 / 1 Q a W Z COMPOSTING AREA i 0 U w F ti Q LAJ SHED I - PLAT" 33 LOT 89 PLAT �3 LOT 90 i LEAF COMPOSTING DROP AREA AVED PROCESSING PAD ti Q r f `Ld a �.. U I)A,v "T t LO FLOOD ZONE A 48 1 b u Ay f REVISIONS DEPT, OF PUBLIC WORKS TOWN OF DARTMOUTH i ENGINEERING DIVISION 759 RUSSELLS MILLS RD. SO. DARTMOUTH, MA. Scale: 1'=60' Job No. Drawn by: Date: ^b p�, Chk d. by: ./ HIGHWAY DIVISION SITE PLAN Drawing No. STORAGE 9 ti OFFICE e OFFICE �— 2`Q fe STORAGE 4" MAIN LEVEL If U.G. SUPPLY SPRINKLER RISERS SEE DETAIL o 4"OS&Y VALVES W/ TA 1 4" REDUCE PRESSURE w UTII�I'-y 3n ANTI —FREEZE LOOP Id N ut ROOM4 SHOT GUN RISER ® E UE-]W � W OFFICE SPRINKLER PLAN SCALE 1/8 ®,_0}} SEAL MUST BE SIGNED AND DATED TO BE VALID ROOF SPRINKLEK,F-% PLAN CONTRACTOR: F S S AUTOMATIC SPRINKLER CORP ADDRESS: PLYMOUTH, MA REVISION DATE DESCRIPTION BY IMPORTANT TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS WHERE SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI -FREEZE SYSTEM. 6-1 SPRINKLER SCHEDULE & LEGEND SYMBOL SPR`NKLER DESCF-PTION ORIFICE 'K' I TEMP. I FINISH I QTY. JU Reliable Recessed Pendant 0 R 1 2 5.5 1 155 Chro 6 O Reloible Upright 1 2 5.5 165 Brasil44 HEAD CF?'T & WRENCH(ES) PROVIDED TOTAL COUNT THIS SHEET = 150 FireAcad Design Software PECTORS TEST —Pwrtin ��D 0 I PURLIN HANGER HAW ER CODE 12 2 1 ATR 1 SWIVEL RING 1 3 NIL p 4 NUT & WASHER SET 1 5 NIL p ECTORS TEST SYSTEM REMOTE ,AREA ED ON ORDINARY HAZARD OUP II DENSITY .15 — o SQ.FT. J B ENGMERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 J B I2IG?NEERB3G i PRESSURE GAUGE- 2" DRAIN VALVE 2" PIPE TO EXTERIOR 4" FLOW SWITCI1 -� NEW 4' TO `F_D. CO". OtA n n �O O BRACE FnTm FAS CLAMP ed FAST CLAMP RISER BRACE HANGER CODE /J7 37 1 NIL 0- NIL 1 NIL 2 X TOLCO FAST CLAMP BRACE ASSEMBLY 1 5 NIL p n s u 0 SWIVEL S`dAY BRACE F',' BRACE PPE FAST Cu mp • & Aual ( W) Aneaiort WEI MIN -THREADED BRACE PIPE LA EARTHQUAKE BRAG HANGER CODE 140 40 1 RI� 0 NL 0 30 Nip 0 4 Tdi_CO LATERAL BRACEASSEMBLY 1 General Notes: This drawing is intended to show the general arrangem=nt and extent of work to be done. The locations given are apt oximate and are subject to modifications as may be found nec(usarY to meet any structural or job conditions. The fire prot=etion contractor is to visit the job site to verify all dimensions and job conditions. All pipe dimensions shown on this drawing are approxir<ate and the fire protection contractor is to verify all dimensions. All work to be comply with the Massachusetts State Bu'`.ding Code Sixth Edition and the latest NFPA #13 Standards. All pipe 2V2 and larger to be schedule #10. All pipe srLaller that 21/2 to be schedule #40. All hangers and attachments to be as per the latest yf?, A #13 standards. Sprinkler head temperatures to be as specified or verify rdth job conditions. Recessed sprinkler heads in all suspended ceilings to bF centered in tile. Sprinkler sub —contractor shall be responsible for field coordination of all sprinkler head locations with mechanical and electrical trades. I)ART MOUTH BUILDING, DEPARTMENT IE 018THICT 1- 2- 3 t PPS ) TIC .d T CONSTRUCTION CONTROL ROL Ti S PROJECT REQUIRES NOTICE TO TILE AROVE NOT01? DISTRICT OFFICE PRIOR TO CONMENCEMENT OF ANY FIIIr per 780 CMR Sec, 11 .o PROTECTION WO111j. INSPECTIONS ARE REOUIRED. M ! IaOUTH I)A'I'1E BY RECORDPLAN, Copy Of This Endorsed 4" flan Must Be Kept On Site During Construction 3" TO ANYI-FREEZE LOOP P'0 �ql SEE SP-2 FOR DETAIL 3" -- -- — 4` REDUCED PRESSURE BACKFLt413 2 6 2002 3E. t CONTROL VALVE W/ TAMPER SWITCH X4 RED. ELL --6" U.G. SUPPLY 4" C BAKFLOW PREVENTR & SPRINKLER RISER ql. I rmcrOm NTS DEPT. PUBLIC WORKS 759 RUSSELLS MILLS ROAD DARTMOUTH, MA SPRINKLER SYSTEM S S AUTOMATIC SPRINKLER CORP. ONC. PLYMOUTH, MASSACHUSETTS PHONE 508-747-6609 FAX 508-747-0992 NORI-H z DESIGNER JAMES N MCHUGH SCALE CHECK BY FILE NUMBER 2-44 APPROV,OARTMOUTH FIRE DEPT. DATE 2/26/02 DRAWING NO. —1 l _ CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 d. Class. ORDINARY HAZARD GROUP 11 rd Class. in Type WET f ` .2 GPM 10 GPM GPM to 'fated Area 1500 41 41 der S rinkler 120 43 113 -nd GPM Psi GPM® Psi GPM® Psi TEST INFO: Firepump: GPM@ Psi Date: Time: Test By: FLOW Location: _ 0 ifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: 1 52 1113 0® ---91 88 1 1 Ft 1 TO INSPECTORS TEST DESIGN AREA BASED ON ORDINARY HAZARD GROUP II DENSITY .2/ 1500 SQ. FT. J B ENGINEERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 J B ENGINEER= T 0� SEE PLAN --Q 3» Eel �SEE ' PLAN U LIST THE FOLLOWING Q OS&Y VALVE - 3" TEE - 3X3/4X3-EE (2) 3/4' x2" NIPPLE 3/4' GLOBE VALVE VALVE FILL CUP MISC Q TEE - 3X1/2X3 1/299x2" NIPPLE 1 /2" GLOBE VA. W/PLUG ® EXPANSION TANK 5Q TEE - 3-3/4/3 FITTING 3/4' x2" NIPPLE 3/4' GLOBE VA. W/PLUG VALVE PIPE AS NOTED AT LEFT ANTIFREEZE LOOP DETAIL N.T.S. DEPARTMENT OF PUBLIC WORKS 759 RUSSELS MILLS ROAD DARTMOUT, MA SPRINKLER SYSTEM F S S AUTOMATIC SPRINKLER CORP. INC. PLYMOUTH, MA 508-747-6609 FAX 508-747-0992 `i s ""iIri C 0 e Kzp' site 3,='I�a GOPS t�OCt€us`3 AUG 2 6 2002 NORTH (A)- DC?IGNER JAMES N MCHUGH SCALE 1 /8" CXCK BY FILE NUMBER 2-44A ApaRovADAARTMOUTH FIRE DEPT. D,4�,E 8/ 19/02 0AWING NO. SP-2 r E. � Dui ;r w 2 k W Cj Of a 4 { ` .. f I,a , f {.t , k e 't ci i fl t X 04'` , l/ File Nave HIGHWAY SITE PROTECTION DISTRLCT — ZQNE 3 AQUIFER P R Q T E C - AQUIFER PROTECTI❑N LINE 6' ANCHOR FENCE USSELLS MILLS ROAD R __ -__ NOTE ------� "-" 1. THIS PLAN DRAWN FROM ACTUAL FIELD SOJRVEY AND PLANS OF RECORD .. 2. NO PRIVATE WELLS WITHIN 112 MILE OF SITE, ' I i EMPLOYEE PARKING ! EMPLOYEE ARKING 3, TOWN ZONING -RESIDENCE B , , ROLLING GATE WITH , HOURS OF OPERATION SIGN 1,..- 1 0 _nP ,. Q �` I - ' U O E81 O l'Cb' ITrlTDC EXISTING 9EPT SCF`aFE, L y r HOLDING TAN 1 Q � Ss n 'u EOPIT n PLAT 33 LOT 88-2 U Z W t i G � w�1L -20 cnP' T CAWP w-L r r � � PAVED AREA ;, . ASTICS R0 o Sllcs l Pn1 LA PLASTIC �-- 1 E P TE t� ., U SHED s s . _f 1 _ _. w _ _ ,PROPERTY LItVEco f_ 1 _ 4 i W 4_D ' SHh_ MIRECENT BULB SHED C ', F o R EP _ r w i Q J , l GA r C1 PROPOSED CANOPY F P 'v` A FOR REUSABLES PK NL N z Q - , ❑ r H D a_ W ; C3 1 I CL 0,0 WOOD .CHIP PROCESSING AREA Q FLOOD ZONE C -� J J H U. ,..'... - BA rSHD. R HA L A ! BRUSH DROP Z RE 3 w r a P rn W a ALD z .. W : � 2 COMPOSTING .AREA ,,.,, W a cj ®HDc H F4,kd`~L � r $ACN,tr3iltHUsalt SA 1SHD, m. , � IBC ,., , w PLAT 33 LOT 8 r❑�•1rC7,tT rA , .,.�. PL AT 9 i J . L A 3 3 CI 0 DST G AD COMPIN RO AD Q x x x- t 0+ 25 k �,---�._..� 0+25 LEAF COMPOSTING DROP AREA AVER P ❑CESSIN G PAD ft+75 � x—__ 3 25 _ 3+ 00 ; 5 1+50 .- P , _ -, 7 iei L , 2 . , 2 f H /. JJ / r I} , 1. r � r_ _ l f -, r / I... V 9 pmp -.. .., - FLOOD ZONE A N w. / 1 f \• , U � , so C LLI r / x. / T1 _ 4t J , L / / f _ C „ 4 , „ /. /. r f EVISICINS T' DEP , F P ❑ UB WORK c r.: i LIC ❑ S r 2 03 t i / f , 28 3 , YY —15-03 /, , : COMP ENGINEERING DIVISI❑N / /.- t 759 RUSSELLS MILLS RD, SO, DARTMOUT'si, MA. , Scale, 1"=60' Job No, Drawn by: B,S, ry Dates j. Chk'd, by, HIGHWAY DIVISI❑N' SITE PLAN I, Drawing Ro, _ S=1 VtNto 114SULATION BETWEEN 131;AM PViZLINS ^x • 0 o oe� G 1®1 =�� I (D w �1 �I E... - - ; r- V) Ad _26 6.4 MtT ?' IiL 11N1<E PANESS WITf4 4"VIA'(L FACED FIB1-P-A 'LAS,S INsuLATioN > 3 Q" FIRE Z F-TA Z DA NT r L.YW1C1,0M 3 4" C D,< PLYWooI 19 i 2 J I2 M L ,Joi�T 16 0. l,l. _ 25o.Psa PSF 1 j Su PEt�.DED CEIL.It�1C WIT 2L IrISEP-GLASS INSVI. T O - OML1 GS OFFICF—SA-TAECOM 4eC0Z9Lt0je- 0 � ►` .. � � � I I I I I � i- __ -_`_ — ` by �`• 7� • �.. tu 8 tH FAT C094=.13LOC1C 351 % 1201 LF-AN TO 5 tt t�s� 6 6 0 i y Z `A/AILL c b A :. 6P-AvEL ;FL•.EEL.. 100; �. o, cM yJ Aft ® --1 T--- -1 0 .� 11 2,94-7METAL. FEW M PANELS wlTt{ 1Nx 2 2 ( 3 x10 5lCYUG'FtT� . A ! i TYP. 2,A s> -, Y1141L PACED FIEER- ., I I I ( iD 4 6Lh85 INSdL.ATIoN . �� I I I J _ SECTION 3_ 3. - L_J L� U M� L_J Lr ��.► N (o V., 6i�42'Nt eauc. BLocK L = ICE!-$1 " ,F t -'� WALL E , EL, z X I/tv %~ L% 16 x 19 oH� 16X 1�4 ott� z FL . st. =x (po, o N 3070 1 Cx 14 o"3> - '. _� I n 1, O 5 I AN q ^ MI �I W _ PAt�>=L5 W1tH �}`TMK i.a ! " C FIl3�Im" IMVLATIO14 r: Ca so,_ '.S 5� ,116CA META L tP y t 3 ,t O 5TU1LS 0 16M O. C. WITH a ,•� Lr F " � S To r-A G r 8 � i4? � 4 M IR LAM , E. LINE ^ = 14 t 8 {.� r _ P >, E _0 -' 3 t 2'TM)C FIDER,dLA&q _ ? 12"TWIG Co1,IC . S ocX WAIJ. td; �, p r A LS C?`3WALL-5 (fEXcEM LtNE �) � �t � — -- i: �' -� 1 ABOVE E T I G 1C t'_Q " W L - t 0 (KSt) t•AT I O tJ / i " @ 16 e. C . « ,., ,e, I N I A 1. N et ,.,, .. q ISMALL Ltt'T ® iQTHK 6Y1'.$OARb _e 1 " �oYP, Bo�tR.� - 0 M L 1. ,.., N / f /1� A1kTi4l FUILRINB / 0 0 ! e OFPtCE7 B,(Tµ ¢o0M �� I$�c$s I J � „� � yp� Q a � r �/ CORRI�cSR EYE yt1[sl{ IAl OD 2"Tlt� 4 �- Ask • w� o N.C. J._ ` $ A i r lo oo td W 4., d • F„ tit =p " (� 5 O" _RIE CO J Z o w 5 0 2 FICE p lox 14 ,Tt;cu614 �e,ctN z y� ' u '�fti- 'tQou�y �� v •� ,; S E C T i O N 1. -- - CA 5 LE • i� o MA1NTE-RAIKCE. ZE-PT. �'�J' V1=1-IIC1.SS �ta.�(C� 3 �+ �► 0 a e S , ►� xis to }.. ~ U 5L�413CBJIL/4 C� �TNK Cofyc MLA% W _ i 8 TF4K GQNC, S'tbi<.A6 E W td X IQ -' g�1T 14 K cost c . t`ocK v- TOOL RM A WIT# 6x6-W1.4xW1.4 WW.tr. 4,° 12" I!cAC1¢ WA•e Top Q ac ®N CoMPACITRj) CRAVEL co COATED' $X CTNER-s I �,I126E LIFT _ "t et- TANXs 71D Pt21MTER o� V � CONT�IMt�fitEb -PIT. EOW0*10 31� 1 C1 . 00.6AL Q - 1'v low3ool P oPt" : T® K • I 2 GAL I 1 s o k lUBRICIIT4-4 � " • M v tk R't�tt4l�lC O � s Q3 E •d II .y < L— _ _ .0 = 0 �p t •. . SECTION 2 2. cli" v 0 E It. F N t• t, I t L VMS SCALE . - " o M N .. 3a o 16 14 16 � c ... t~.� � 7 � ohs 14 �}.� 1S>a IA c�H� � ..C3 x -+f��• ov.o ' . H tryl BTI+KX Q-O AF,R, NOTES• I � I o, '� > 1. eO O F L I V E 1.0�4 D 30 PS F, t%' l u.b L-oh D 90 M P H• , �-wa_..o -� � •� sm SP��INKLE� Lo�',a.--3P�F. NO -SUSPE IM-,3) CEILING 19 OTOMAGM , Tccl- Aeta p UTILITY -ROOMS. 1 " �-' 20'-4" 20'- O" O'- 011 2o1..O" ®'wO" '- (Cu iL .: No 'iItASULAT1014 & METAL STL3,D WALL @ LINE 1 IN �20' O� ado, STORAGE/Tool A" UTIL►TY RoohtS. w 2 .„ 5 7 i 4 -tip: Z- s t �adc, it T ti ! , ; F �- _ € ; aaKL FLOOR PLAN. ; ° :�� IWIE,ZANI!'!E PLAN. �'� ® C c+ O r..rrrr•rrr ,i.- . 1 f�/ {p,� :�` -•••': . / • B F a - c., I 3 8 X6' ATE ` � �I r �. 4 o 0 % 0 ilucttort 3ocT5 s _ „pf .2 If -5 -0er_ FL F-L-%1oo.o FL. F.L. =Ico.o F�.,s�.• loo.o ._ _ F1.,EL. �ov.o F�.Eo..-10 •O T Y YDARTMOUTH DPW. _ s 'ta - b ., x 1=�t..=too.o .` ��' '� a� a�•aW /� T _ ° .3 6 vr-wr- FAcu - tp - 6rEftt. Ehc41 ' °ddH tt 1 , - tua TI>==X).Ot.6•I ) �. F CE 3 9 li t0 •� � HEMAN :� !m (� REVISIONS DRAWN O N _� T i/LIL 0 to y MEHTA SCiALE. - - Gi Y'r � ° `° �, •- "" FACE WITH TITa.9 �0 � >t2.O RI � 12° C tU �s PYC • e, u - �.sr,r sr o i v l� 12�0.0 -' I q TION ►i 3�'LE t i '�' £1GIa 1N- -,i 28385 NO. DESCRIPTION GATE DATE: ;Z - ,S o2 APPROVED: a f 17't gYt'Ht'C �ua/te�/t � _ w 64>ettT'. GJ1ERT , N �� ,�� ,O r Q a o w 2 Q CoKT• St1t,�tTloq 1'+�3Tit°St� t2 •s STER i I w�a. S� •s .ty 6� �. CcNT C 25 N Cx3 0 E d.,, m c r : . oll. yW•^� qp Ly x. a w N N _%NDedgn Ao «• � Fr " r • N � -.. .; : M 1 d • it .i �•" F7 O. - 1�- _* ,• 11 t. N M,. 1- II- tl p : V- • r > p /f n 12 16 8 5 5 t w��t 8 �oN t 2 O z1. 2 •4 4 16 8 8 8 C7 (6 1 G c en s. , i .• 1 � = co t a it ea a L t a 84TT. _ _ C - N _ 2 N_ i tf� �l -�° � 4- 0 2 5� ct ` 4 0 2 0 3 a AY a _.. °c L ; � w._ ; . � w AX �Cx3 oTT , RoTr., . omw isue► 75e-zseo _ a H Matt• Itlstt MA FAX (5N) 758-94e9 DRAWING 05 % tt SEC'T"►O�t 5 5, ��GT total ') 6�• SEc'1'Iota I � .0FLOdR PANS: C2o55 SECT1 Ot1s, 5>=cTio� 2 2. S�cT1oN 3 3. >=cTlo�t � Qj. ov 'S tOht 5>;CT1oN S . t , G"Ex (7c F 0 1uTAacE (3c 729) N t E L EVAT ION 11 7ELEVATION �—A- 2GcA L METAWAt_t_ "R`—. _ 2GqA M ETQ L� WALL JZ PANEt_,S WITH "VIMYl�:ACFEZ PANI*L5 WIT" 0VT INS°aLATtot %15IE IN.SULAr►oh1 12` COTTEtz5 1 r 3G" EXF4AV5T FftN I C 7 c Fog) - --- — I C3c729 UN195UL-ATE- WALL — _.__——..-----_ �. 1 i� a Y... M Ra.a +<. .wd . '•c. Li. .a++•n Y.-• Yr..S !�� N_'- .t tY`i"A . rn HT CORC,BLOCJC WALLo L .y .k.. ELEVATION 7- 1. ELEVATION A�_ -___ T0101N, OF DARUPjOUTH RECORD PLAN A Copy Of This En ors Flan Must Be Kept On site During Constructiol CONSTRUCTION CONTROL per78O CMR cac.11 .4 �� OF TOWN OF DARTMOUTHPW i HEMANi META REVISIONS SCALE: i " _' �- o" DRAWN: , YT 28385 y� NO. DESCRIPTION DATE DATE: , 2- 25-- 0,2 APPROVED: 0 FGs^ S! �re4z I CONTRACT C 230 Gene Bid DesignA-2. Office (508) 758-2560 Mattepolsett, MA FAX (508) 758-9429 DRAWING NO. rC 1-EVAT1ot5 Q-4111)f/IfD e OFFICE A TI OFFICE 2 CQ 2 4" MAIN LEVEL STORAGE 6" U.G. SUPPLY SPRINKLER RISERS SEE DETAIL o4"OS&Y VALVES W/ TA! A W ° 4" REDUCE PRESSURE UTILITY 3" ANTI —FREEZE LOOP LV U ROOM 4" SHOT GUN RISER �E H !2 W raW� OFFICE SPRINKLER PLAN SCALE 1/8, F-o» SEAL MUST BE SIGNED AND DATED TO BE VALID ULIC DESIGN DATA CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 Hazard Class. ORDINARY HAZARD GROUP I Hazard Class. i System Type WET Density .15 GPM GPM GPM Calculated Area 1500 ( i Area per S rinkler 120 Demand 335.60 GPM@ 77.02 Psi GPM® Psi I GPM® Psi FLOW TEST INFO: Firepump: GPM® Psi Date: Time: Test By: Location: Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow G=+? [— U/G Pipe: 1 88 52 1113 op 2 Ft 3 1 iISAFETY(PSIT 0 SPRINKLER SCHEDULE & LEGEND SYM90L SPRINKLER DESCRIPTION ORInCE "K" I TEMP. FINISH QTY. Reliable Recessed Pendant Q R 1 2 5.5 ne 6 Relaible Upright 1 2 5.5 ;s 144 HEAD CAB'T & WRENCH(ES) PROVIDED TOTAL COUNT THIS SHEET = 150 FireAccd Design Software INSPECTORS TEST NSPECTORS TEST ET SYSTEM REMOTE AR,;EA ASED ON ORDINARY HA.-ZARD RPOUP II DENSITY .150� SQ,FT, J B ENGINEERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 7 B ENGINEERING NEW 4" TO F.D. tON'J: — Pudin PURLIN HANGER HANGER CODE 12 2 1 ATR 1 SWIVEL RING 1 3 NIL 0 ® NUT & WASHER SET 1 5 NIL 0 PRESSURE GAUGE 2" DRAIN VALVE 2" PIPE TO EXTERIOR 4" FLOW SWITCH n SWEL SWAY BRACE ww_n � FAST CLAMP RISER BRACE HANGER CODE I37 37 1 NIL 0 NIL 1 3 NIL 2 4 TOLCO FAST CLAMP BRACE ASSEMBLY 1 5 NIL 0 W BRACE PIPE FAST amp Y VAr DRACE ATTACHENI (SEE MI) I NCN-THREADED BRACE PIPE 4TEPAL EARTHQUAKE BRACE HANGER CODE 140 40 NIL, 0 NIL 0 NIL 0 TOLCA LATERAL BRACE ASSEMBLY 1 NIL 0 General Notes: This drawing is intended to show the general arrangement and extent of work to be done. The locations given are appro�, =slate and are subject to modifications as may be found necess�y to meet any structural or job conditions. The fire protect>-n contractor is to visit the job site to verify all dimensions and job conditions. .All pipe dimensions shown, on this drawing are approxisnata and the fire protection contractor is to verify all dimensions. All work to be comply with the Massachusetts State Build3'g Code Sixth Edition and the latest N1;PA #13 Standards. All pipe 2V2 and larger to be schedule #10. All pipe small'r that 21/2 to be schedule #40. All hangers and attachments to be as per the latest NFPA #13 standards. Sprinkler head temperatures to be as specified or verify -.th job conditions. Recessed sprinkler heads in all suspended ceilings to be entered in tile. Sprinkler sub —contractor shall be responsible for field cor 'dination of all sprinkler head locations with mechanical and electrical trades. 4" 3" TO ANYI—FREEZE LOOP SEE SP-2 FOR DETAIL 4" R�PUCED PRESSURE BACK=LOW 3" CCiNTROL VALVE W/ TAMPER SWITCH X4 RED. ELL U.G. SUPPLY 4" C BACKFLOW PREVENTER & SPRINKLER RISER NTS DEPT. PUBLIC WORKS 759 RUSSELLS MILLS ROAD DARTMOUTH, MA SPRINKLER SYSTEM S S AUTOMATIC SPRINKLER CORP. ONC. PLYMOUTH, MASSACHUSETTS PHONE 508-747-6609 __ FAX 508-747-0992 NORTH (b DESIGNER JAMES N MCHUGH SCALE 1 /g"-1 ' —O" CHECK BY FILE NUMBER 2-44 APPRovaARTMOUTH FIRE DEPT. DATE 2/26/02 DRAWING NO. -1 C DESIGN DATA ;alculated Area area er S rinkler I ouu m 120 w i5emand GPM® Psi GPM® Psi GWO Ps Firepump: GPM@ Psi Date: rime: lest By: SLOW TEST INFO: Location: Orifice Size No of Outlet I Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: a gg 52 1113 0( I 3 SAFETY PSI 0 1 TO INSPECTORS TEST DESIGN AREA BASED ON ORDINARY HAZARD GROUP II DENSITY .2/ 1500 SQ. FT. J B ENGINEERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 I J B MNEMNG SE PLAN ' pLgN � LIST THE FOLLOWING Q OS&Y VALVE - S' Q TEE - 3X3/4X3"EE (2) 3/4' x2" NIPPLE 3/4' GLOBE VALVE VALVE FILL CUP MISC Q TEE - 3X 1 /2X3 1/27x2" NIPPLE 1/2" GLOBE VA. W/PLUG ® EXPANSION TANK Q TEE - 3-3/4/3 FITTIN(7 3/4'x2" NIPPLE 3/4' GLOBE VA. W/PLUG VALVE PIPE AS NOTED AT LEFT ANTIFREEZE LOOP DETAIL N.T.S. DEPARTMENT OF PUBLIC WORKS 759 RUSSELS MILLS ROAD DARTMOUT, MA SPRINKLER SYSTEM F :8 S AUTOMATIC SPRINKLER CORP. INC. PLYMOUTH, MA PHONE 508-747-6609 FAX 508-747-0992 Im'161,041m DESIGNER JAMES N MCHUGH SCALE 1 /8" =1 '-0" CHECK BY FILE NUMBER 2-44A APPROVAIIARTMOUTH FIRE DEPT. DATE 8/ 19/02 D RAW I N G NO. SP-2 3 0 r 41 1 -3?�6'veF F/4CE WITH 12�0•G 4'- v" sIrTT. Qclmcrom - I 23. c Jr' AF'IN6 IhISuL ION %BETWEEN 15EAM jtNZLiNS G 7 .26_ Il MtTAL LINL1' PANELS r -rId F1BE�G+L/tiSSLINSt)%,�4T1ON IA. -' FIRE ZETALZ-RANT FLYtttee,T_ 3 4" CD,< PLYWOOI 2 J I Z M L ,J015TA) c 10' o- �. L,L. = 250-psF �•L, to PSI: `JU {�E E� CEILIf•lC WIT ��r �'t$E26 55 ItJSUL T D •. O1JL1' G� OFFICE SA-tflZOOM IfeCOUD-0 J --- , N f J _ 8:h 1�T coNc. DLoC1� 6 Y Z 6 O WALL 3 x 120 LEAN To S tt'szD V 4 6QAV EL J MET I. WALL PAN I<LS WITH 111K M ytNYL PAcU KiBEa- { t0 .L� 6l.�495 IrtSdL.AT1oN . Y I I I I SECTION 3-3- (4 (p ®r42�NT CoNC. BLOCK WALE _ E F>`. s4 . _ (Oa• o N 3c7o 16x 14 oM3) L • � �I _ PANELS w1T4 4' T'NK =, � "• _�.4_-_4" PW-Mc" 145VLATION 9 0. 35AISCA METAL p s OIS co 16" o. C. WIT" „ 4m)(34 �iEL4M14M LtFJE1; . �, 1 " (2 THK CouC.SLO�CIWAL-L p _ . 3 TN1c t=lat•,R,�t�+t `� ,I "Al - . PANELS �i3WALL-5 (fEXCEPT LINE 1� p �• IKSOLAT101J / �8 trTAL FLIXV40 @ 160.C. A�IE Nt jCiGK1=e W/g1.i. ..i roc t "iHK 6Y1'.$OA _� X `' 6YP. "AOti1LY 0 2 2 erg r, / N p C / e OR13ICE� SAT1�12daM .CORRI�d1z b 16 X 01 4 ' D � W W � A � 'c • �d r� ."' N N Nt • W� J, J so .J A SECTION 1 1. U G' _5CALS 1 1/4" It y- U T RoU C N► ai `� • C C I _�' V>=1�ICLES n,-tcVACE.'Ji AA�ip t,tK l sac.l h- U g+tTl}IC GANG, I:i11�Cl iLArJc� 8TJAX C.cNC .9LAg W : SToI<A 6E I 8 TRK C Kc.BLocK 3 = 0 to x Iq I t >3Y cS� E�oXY W 0 YVIT44 Gx 6- WIW1.4 W WX, 4+CQ 12" MAC 4 WAV: To ?I _ p COA4TED 01 eT4tERs OVA C: M•PA C-Te,t CVAvF-L , g 3 2I I•. ETF-t OF � d1 -� TA N Y 3 ' .i t' E "" 0 Cot"1TAM1NETED -P1T. - a N �4t.L. FouE (,4) S l�fi QZ7 7T p V 3 3• • Ire .1 x l5Se1.0%w k� 10'- 0' e 0 1 -c, o SECTION 2-2. a t0 CF02 0 N E 4. FAN A413CJUE N I 16xt4 6H.� 16"A, IA vt�.b 16%l.4 oKa A N OTE S: g T 4 A R N kj� - 1. ecoF LIVE LOAn 3C� PSF, INIM� 1_G7h1') 90 MP�k, 2. NO SUSPEN�E� GE.ILINC IN 5TORACE y ToOL AND UTILITY IZOOM•5. NO 1NSULA�TIOm & METAL STUD WALL < L1h1E 1 IN tat o� $TOiZ'.i�b1;,T001- POUTILITY KODMS, - 70 FLOOR PLAN. MEZZANINE PLAN. 3 B �6 eTE = ii al �NcltoR $o�TS _ TOWNOFDARTMOUTH .P' �(..�L100 4-26v�. sAcg - _ tp ' a0 I b tton + - ► .� �� WMANr d REVISIONS SCALE: 1 A'= I1- p" DRAWN: YT ��ic2=o R! -' FACE+wl!a3T+1=3 ri12 0� H�tiA _T 1%t,►2-O , b s 12 a.e DACES THEU 1 Pvc ►� er E+cta ta- "� q �I - o MEHTA NO. DESCRIPTION DATE DATE: - 2S 02 APPROVED: Sp TION St.EEilt'_S EM Str .4—�64P.tR. SULRTIOA AVER? • _ I ,, ' w 2838s v' IN g r>Fte suaAeeA< w t i W 113 Tlas (2 IV a er CONT C 25 • N i'��;Q �� J f�>D D Itln N 8 8 -� eotJt, 1-4 16 I-4 8 8 5 4 • 2-0 20 2-4 • t-o 6 0 5.,a4/- 4 -o , W AX $oT•f . CX3) $oTAT, Mattapolsett, k. i z 508) ie-s.� ---- I DRAWING No. SEcT1o1*► �� • JrECf10K Jr -Jr, S CTIoK 6 6:. FIOOR '1.,4N5. C2a5S SECT%0*AS. CT1010 2_/L, 5rcr1oN .3-3, FoUtaaf�T10N- SECT109S. f (3c 729) i� 7 11,11 Jill Ili _ i 5 FI A Nl G u L tO t1 1 3 �' E T , {to A� � � E K .DII NT � YV� • RL ET R INS SEAM � X C Qo J� LYW 2 J I2 MgTA L. ,Jot3T c, r._ • r, o ,�:L, 1 Est= G ; 5u ppt�.DEm CEIL.I9C WIT W A 26 A METAL LINER PANELS 1t SOLATJCIs(_ 140? - - - ut - 11 H Y N L FAC .WIT I Y E,D (F- 4FFtGS g T ECOM 4icogjr-L,"Ps- > ` I I _ J L- I f' I I i V1 tll X% 4 1�T N . Bt K wAILLJL 35 x 120 LF-A, i To 5 It r.A V �L.. .�. ro2<4VEL. , E.L.. �00 FL;C4_- IOO.p i :z3:CA MET L WALL u1 u PAN ELs wlTtt ter! . ICY I I M �D 4 'INYL FACED FIRE .. GLA55 IN5d1^RTION . CTYP. 2,4 Pts) I z � i i • J � -" S ECT N 3-3_ ti <<. L_J 1_^ d Y ti L-J L_, '� � �� N 8r�4'�uNt Ca11C. t3toctc :i WALL. . 16 x 9 otl� t6' 14 ott9 fc.>=L . _ (Oa.o 3o70 l6'x 14 +4 L rIF sA Mt=1'�tlld��:,V ll'AP f I C7C7 _ - 36 q INTrCKE 3c72 _ V AtcE1T-3c63i729 AL �, PAN TZ-l. S.... co � - s � JC D�,B E ... I \./ y ........... *7 � � E 1 I- rI> A r 1: IL "Y t b CPY Of i , , `I Kepi �n if o rcf[o CONSTRUCT10N CONTROL 116.0 TOWN OF DARTMOUTH. DPW. of HEMAN7 D. M HTA a 28385 REVISIONS SCALE: = '� - o DRAWN : �T NO. DESCRIPTION DATE DATE: ' 25�- 02 APPROVED: nAI %t� e4NTgAc-r ZJD Gene Buil DesignA 2 Office (508) 758-2560 Mattapoiseti.MA FAX (508) 758-94e9 DRAWING NO. F Lva v!°C T I co N S, z - 4 • n -0 . r\ 42" 3 _ I 0 O r 11 INN _ 0 '0 rLO>a6 HAM f'IN„ d- n6 Fo/M ISoL.2-1% J o t rl r d-- SL SE.VES ETICAS E 1N 5 TW CoNc.5LAB FL,EL/-t I oa, o N FL• �L. ; 100,o FL. EL . = Ioc�.cz FL., EL, 1�o,a PL.EL.-100,0 Q- �Q _(0co g,x fi VFMT, F-Rc H FACF_ WjTN 2 - 3 T1Es � 12o.c, 3_.' Es�veP. ��cc FAcE �1 `3 rtf=s `� M to 2x2-o Z1611) Q . C. INSULaTIoN . 2- � �oNT, r^ 3 �Sl r _ N 1 " -#� EACH WAY ,�r 1 ,,\_��-x 5-6t on7G tt9Ay 7 r',� 5-6 �6 �a oar — - ; - 5n3 -6 �n16 war /� 41 n n 1 ,, 11 1 ,► ,, ,,2`t CCt`1T2. 2-g# ► '1-10 26 2-0 1 � 2 - 2 - �� 12` 6 ' 7- E x 4.6 sl�olzT u1h� IUAoT'7'. So TT. �2 21_,G^`'�_5>z 2` G,, S+tot w,4Y e1- O o $cTT. (' ! Qn 4tw-Q n t u BOTT . 4 ` v 2-a'' A . 5ECTI oN �. S EC l I toN 2-'2 • r SEC't►oµ 3 J. SECTION ,5tCTtot.16-Jr. Ir) t/ZAG FCC M ISOLAT109 JOINT Tod 4F PlEt141.5 Top of firm 1 a1.5 5+� 12 �. _ �t.,�t_, 1oQ.o — ri , 1 I o0. 0 -10 2 + _GRAVEL rL. 4 CEA9F-L FL, iOQ_ �• x - = 12y L. E! 1OD G� L. L. = 03,o PL, EL. 00. _ _ 1 o �p = .. 10 to _t ro 6- S �E - _c► ►� �- Z Y 2 c Z16r �r. W o - 6'V>rtzT',c H h ^�l o>:"- 5 v Ear • _, _. N IRSUL lTION }ylT�t 3 TIES C �2 o.C. TIE$ (p l2 O.C, rACS w 11Es N _ t2o.C• 2- Q coNT.it M - N cat N 2 - a WAY 8o1'T. (2 12 «' ,, n.01 9 1 ,t � tYl a 5FCI{ V� ., I-3 18: !� 3, cat w,c .2-#4 coil T „ 5-#5 WAY �Y. 4 Y I q n �1 n. n 5 5FAcg W BO T. SEE FytJ PLf(N BoTT, 1 -• �2 8 _ 6 8 8 _ 8oT T. I-3 �8 ' 12 $OTT: n 1- ,,) i- ,t 1 a 2 �{ 18 _2 0 2-0 ,i 1 ;, 1 , IF _p 2 -p 1 ) S .C.T►a 1.4� 11, 5ECloN C o N �+ - v. C T i o N 7- / 1- y }.` ri 4.! R 5E -rl ES EE-t�to 8 S�c'rta�t 9 -��'.� SrcTtoN '�o- 10 A COPY'Of This EndOrsed Plea east Be Kept Or, Site During Construction 8 l6 X 15 PLATE WIT+t ZD004r: 7y115-0Lr, 12Hock IiEA" HEV NUT5.CQIEZ 15A`R6 ROUNI Ro.D _ NUTS PLATE. Ail.. -LE WITH Z1N% ZicH GA L1/, -PA I ?AT NOTES. a of ,, f» SE null 7 izoUM_b ROB 11 ,0 1, All work shall be in accordance with the MA Building `c `p code, 6th edition. M ��r o� All footings shall bear on undisturbed soil with a minimum 10i1 � 6 No bearing capacity of Z,000_ PSF. n 2><2x1 ">t3=a"Ls 2. Footings shall be lsed on dry, unfro (6 p y, zen soil. The bottom AN6LP- FILLED WELD of. the exterior footings shall be at least 4'-0" below the TO FULL CAV-Acli`i ' OF THE SECT%O►y . outaide• grade. 10. 3. All concrete shall be quality controlled concrete of not less than 3,000 PSI compressive strength at 28 days. PLATES 24 ANs1.F-S, 1 4. All reinforcing bars z:hall be of new billet steel conforming to ASTM A615 grade 60 Pier tie reinforcing may be of $ rade 40. 5. Fielded Wire fabric S11.!-11 confurm to AS'1M A185 6. Typical reinforcing at openings, walls, slabs and .stepped footings saw cut joint= and chamfers sr.c sheets #1 thru 47.8, 7. All bolts shall be A32• 3/4" 0 17 lung witli 3" hook and 3�� projection; 06 L04c wrtm 3"HOOK Algb 3" PROJECTION 41®F r��s TOWN/ OFDARTMOUT H DP.W. i� HEMANT `� . MEHTA REVISIONS SCALE: f� N oT E-D DRAWN. �(T ` -� D. It 2s385 !40. DESCRIPTION D:4TE DATE: + i 1 -c72 APPROVED:. /SYER�� 1� StC~tAh , /� 11Z P I N S g� o G®n BUU Design -2. office (508)758-2580 MaMP0188", MA FAX (508) 758-9429 DRAWING NO. FOUNDATION 5ECTIOmSDP-TAILS 0 to e H. C: IS 1 OFFICE B a OFFICE 1 2 —�1P 2" 4" MAIN LEVEL 0 STORAGE o 6" U.G. SUPPLY SPRINKLER RISERS SEE DETAIL CD / "OS&Y VALVES W/ TAMPERS ITCH 4" REDUCE PRESSURE BACKFL W r w ITi'II.rT' 3" ANTI —FREEZE LOOP ROOM 4" SHOT GUN RISER tV E C ep W OFFICE SPRINKLER PLAN SCALE 1 8 1' —0�, Hazard Class. Hazard Class. System Type Density Calculated Area Area per Sprinkler Demand FLOW TEST INFO: Firepump: GPM® Location: r Orifice Size No of Outlet Pitot P 1 SEAL MUST BE SIGNED AND DATED 2 TO BE VAUD 3 ULIC I I I I I I I i I I 1 SEE SP - 2 ! FOR LAY -OUT TINS AREA NOTE! ANTIFREEZE SYSTEM CAPACITY 130 GALS PROPYLENE GLYCOL 5d% = 65 GALS 'WATER 50% = 65 GALI _ -26° I I ( —Puriin PURLIN HANGER MNGER CODE 12 2 1 ATR 1 SWIVEL RING 1 NIL 0 NUT & WASHER SET 1 NIL 10 SWMEL SOW�,� BRACE MING T.� BRACEFAST CLAMP RISER MNGER .. TO ANIT FREEZE SYSTEM ( I I I " DN TO INSPECTORS TEST 1 � I « ,�y 7 $ 7 t T This drawing isnintendeeral d to show the general arrangement and . 3 ! , , 1 rb 1 * �" 1 o- 1 .. �. -- o- r ., xunate N �`�' �` extent of work to be done. The locations given are appr6 ti ti I ti ti 4L„ and are subject to modifications as may be found necesEarY 4ta1 4s~ �.� gl► �► q� 4L1► 4L'A `� 4O'� 'a'� 4� ` to meet any structural or job conditions. The fire protee ion contractor is to visit 2-10$ w 54 44 �, 1 �, : 64 S"•6 �' � !0 �' � 7-6 2� � 1 � o$i 6-6 � o$a 1 os 9-8 � 1 � o, 10-0 c� ' ., 1 , the job site to verify all dimensions and job conditions. All pipe dimensions shown on this drawing are approximate and the 1 ' fire protection contractor is to verify all dimensions. X I $ $ All work to be comply with the Massachusetts State Buil'g Code o Sixth Edition and the latest NFPA #13 Standards. �, d. I J. d J. I I d. All pipe 2V2 and larger to be schedule #10. All pipe sm&'ler that 2V2 to be schedule #40. All hangers and attachments to be as per the latest N TA #13 standards. 1 , ET SYSTEM REMOTE A,rREA sprinkle head temperatures`; to be as specified or verify with job conditions. BASED ON ORDINARY HAZARD Recessed sprinkler heads in all suspended ceilings to be centered in tile. Sprinkler sub —contractor shall be responsible for field coordination of all sprinkler o o T o o T o o o o G R P O U P I I DENSITY S Q. FT. head locations with mechanical and electrical trades. C6I ( 0 AF ------ --— - — - — - — - — - — - — - — - — - — - — - — - ------ ----- s ---------------- -------- RECOFID L,f ray COPY Of This Endorsed Plan Must BeKept On Site alrin C011str€tIB N SEP 3 0 2002 1 .. .. -. J. I J. I J. C I a a a a a I�OI� S 1 XT'I N J. .� NFL ' I I I per 7 1 PRESSURE GAUGE TO ANYI—FREEZE LOOP 2" DRAIN VALVE SEE SP-2 FOR DETAIL 3 I I A!I o c i o c 2" PIPE TO EXTERIOR s N �, 4' FLOW SWITCH\ +o-' I I , , , 4" REDUCED PRESSURE BACKFLOW � ' � � 1 � � �� 1 $ � �� NEW 4" ro F:.o. corgi. 4LM �.� .. 4LA 4LR 3-6 , 1040 7-6 2-6 1 6-E - 104 9-6 - ID40 10-0 0 •" CONTROL VALVE W/ TAMPER SWITCH I I I I ( 4 ;1!X ' � X � ' r � � $ m ' m ado ' m ' m m D > X4 RED. ELL ZL , 1 1 1 ---6. U.G. SUPPLY N 4- TO WET SY*M RISER N 3" TO ANTIFREE4E LOOP ' ' \ilA OF 4" ClJAMES N. ch� s MoHUGHOTE BACKFLOW PREVENTER & SPRINKLER RISER R NO.3M ;" -.}' ROOF SPRINKLER PLAN- NTs� SCALE 1/8" Irm DATA CONTRACTOR: F S S AUTOMATIC SPRINKLER CORP SPRINKLER SCHEDULE & LEGEND J B ENGINEERING CALCULATION 2 CALCULATION # 3 ADDRESS: PLYMOUTH, MA REVISION GPM GPM DATE DESCRIPTION HY GPM GPM® Psi 8 19 02 ANTIFREEZE LLOP Psi Psi Date: Time: Test By U G Pipe: IMPORTANT Static Psi Residual Psi Flow GPM TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, 52 11 t3 �® OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS" WHERE 88 SAFETY PSI �Ft SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI —FREEZE SYSTEM. SYMBOL TO ANIT FREEZE SYSTEM ( I I I " DN TO INSPECTORS TEST 1 � I « ,�y 7 $ 7 t T This drawing isnintendeeral d to show the general arrangement and . 3 ! , , 1 rb 1 * �" 1 o- 1 .. �. -- o- r ., xunate N �`�' �` extent of work to be done. The locations given are appr6 ti ti I ti ti 4L„ and are subject to modifications as may be found necesEarY 4ta1 4s~ �.� gl► �► q� 4L1► 4L'A `� 4O'� 'a'� 4� ` to meet any structural or job conditions. The fire protee ion contractor is to visit 2-10$ w 54 44 �, 1 �, : 64 S"•6 �' � !0 �' � 7-6 2� � 1 � o$i 6-6 � o$a 1 os 9-8 � 1 � o, 10-0 c� ' ., 1 , the job site to verify all dimensions and job conditions. All pipe dimensions shown on this drawing are approximate and the 1 ' fire protection contractor is to verify all dimensions. X I $ $ All work to be comply with the Massachusetts State Buil'g Code o Sixth Edition and the latest NFPA #13 Standards. �, d. I J. d J. I I d. All pipe 2V2 and larger to be schedule #10. All pipe sm&'ler that 2V2 to be schedule #40. All hangers and attachments to be as per the latest N TA #13 standards. 1 , ET SYSTEM REMOTE A,rREA sprinkle head temperatures`; to be as specified or verify with job conditions. BASED ON ORDINARY HAZARD Recessed sprinkler heads in all suspended ceilings to be centered in tile. Sprinkler sub —contractor shall be responsible for field coordination of all sprinkler o o T o o T o o o o G R P O U P I I DENSITY S Q. FT. head locations with mechanical and electrical trades. C6I ( 0 AF ------ --— - — - — - — - — - — - — - — - — - — - — - — - ------ ----- s ---------------- -------- RECOFID L,f ray COPY Of This Endorsed Plan Must BeKept On Site alrin C011str€tIB N SEP 3 0 2002 1 .. .. -. J. I J. I J. C I a a a a a I�OI� S 1 XT'I N J. .� NFL ' I I I per 7 1 PRESSURE GAUGE TO ANYI—FREEZE LOOP 2" DRAIN VALVE SEE SP-2 FOR DETAIL 3 I I A!I o c i o c 2" PIPE TO EXTERIOR s N �, 4' FLOW SWITCH\ +o-' I I , , , 4" REDUCED PRESSURE BACKFLOW � ' � � 1 � � �� 1 $ � �� NEW 4" ro F:.o. corgi. 4LM �.� .. 4LA 4LR 3-6 , 1040 7-6 2-6 1 6-E - 104 9-6 - ID40 10-0 0 •" CONTROL VALVE W/ TAMPER SWITCH I I I I ( 4 ;1!X ' � X � ' r � � $ m ' m ado ' m ' m m D > X4 RED. ELL ZL , 1 1 1 ---6. U.G. SUPPLY N 4- TO WET SY*M RISER N 3" TO ANTIFREE4E LOOP ' ' \ilA OF 4" ClJAMES N. ch� s MoHUGHOTE BACKFLOW PREVENTER & SPRINKLER RISER R NO.3M ;" -.}' ROOF SPRINKLER PLAN- NTs� SCALE 1/8" Irm DATA CONTRACTOR: F S S AUTOMATIC SPRINKLER CORP SPRINKLER SCHEDULE & LEGEND J B ENGINEERING CALCULATION 2 CALCULATION # 3 ADDRESS: PLYMOUTH, MA REVISION GPM GPM DATE DESCRIPTION HY GPM GPM® Psi 8 19 02 ANTIFREEZE LLOP Psi Psi Date: Time: Test By U G Pipe: IMPORTANT Static Psi Residual Psi Flow GPM TO PREVENT FREEZING OF WATER IN WET PIPE SPRINKLER PIPING, 52 11 t3 �® OWNERS TO PROVIDE SUFFICIENT HEAT THROUGHOUT AREAS" WHERE 88 SAFETY PSI �Ft SPRINKLER PIPES ARE INSTALLED, UNLESS AN ANTI —FREEZE SYSTEM. SYMBOL SPRINKLER DESCRIPTION ORIFICE 'K' TEMP. FINISH I CITY, Reliable Recessed Pendant Q R 1 2 5.5 155 Chrom 6 0 Relaible Upright 1 2 5.5 165 Bross 144 HEAD CAB'T & WRENCH ES PROVIDED TOTAL COUNT THIS SHEET = 150 FireAced Design Software 96 RESERVOIR PARK DRIVE D E F T. P U B L I C W O R K S O R T H ROCKLM, MA 02370 z 781-871-8277 759 RUSSELLS MILLS ROAD DARTMOUTH, MA DESIGNER JAMES N MCHUGH SCALE 1 s SPRINKLER SYSTEM "=1'-0" CHECK BY I FP S S AUTOMATIC SPRINKLER CORP. ONC. FILE NUMBER 2-44 APPRov�QARTMOUTH FIRE DEPT. DATE 2/26/02 PLYMOUTH, MASSACHUSETTS DRAWING NO. SP-1 I s IWGRfl M PHONE 508-747-6609 FAX 508-747-099211 f 1 2 3 4 5 6 7 20'-0 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" SEE N 1 TO INSPECTORS TEST ----------- - ----- --- --- — - — - — =-- — — - - — - — - ---- - - PLAN OUTSIDE STORAGE AREA 1 SEE I - I IP UELAN LIST THE FOLLOWING j OS&Y VALVE N N" 3Q TEE — 3X3/4XSEE DESIGN AREA BASED ON (2) 3/4!x27 NIPPLE I I 4 3/4" GLOBE .:.VALVE VALVE � $ I ORDINARY HAZARD GROUP II $ I $ I o o o FILL CUP MISC — $ — DENSITY .2 1500 SQ. FT. % 3Q TEE - 3X 1 /2X3 — ' 1 /2" x2" NIPPLE 1 2„ GLOBE VA. W PLUG O$(lb I S e `. � ( ® EXPANSION TANK uw 3�w w - 3Lw 3Lw 3lw err w -a+� 5-6 4-6 10 1 6-6 3-6 �o 7-6 2-a a �o, -6 6 ZZZo-o 5Q TEE - 3--3/4/3 FITTING Z3/4"x2" NIPPLE -------------- ------ - - 3 3/4„ GLOBE VA. W/PLUG VALVE PIPE AS NOTED AT LEFT ROOF SPRINKLER SYSTEM 1/ 8=1-0 ANTIFREEZE LOOP DETAIL N.T.S. N R0Co OD, P Cop! Of This Endorse E SP-1 FOR LAYOUT THIS AREA - Ian IVAst Be Kept 6n Site SEE Du 'ing Construction SEP302002 CONSTRUCTION per780 CP CONTROLS,3c, 116.0 N N 3 TO ANTI —FREEZE LOOP `v OF A� J�lI ES N v FIRE PROTECT - NO. 3857 pMAL�'�'\�. HYDRAULIC DESIGN DATA CALCULATION # 1 CALCULATION # 2 CALCULATION # 3 Hazard Class. ORDINARY HAZARD GROUP II Hazard Class. System Type WET GPM GPM GPM Densit Calculated Area .2 1500 Area per S rinkler 120 Psi GPM® Psi GPM® Psi Demand GPM® Firepump: GPM@ Psi I Date: Time: Test By: FLOW TEST INFO: Location: Orifice Size No of Outlet Pitot Press Psi Static Psi Residual Psi Flow GPM U G Pipe: 1 52 1113 00 2 88 Ft SAFETY PSI 0 3 J B ENGINEERING 96 RESERVOIR PARK DRIVE ROCKLAND, MA 02370 781-871-8277 JB DEPARTMENT OF PUBLIC WORKS 759 RUSSELS MILLS ROAD DARTMOUT, MA SPRINKLER SYSTEM 5 S S AUTOMATIC SPRINKLER CORP. INC. PLYMOUTH, MA PHONE 508-747-6609 FAX 508-747-0992 NORTH z DESIGNER JAMES N MCHUGH SCALE CHECK BY FILE NUMBER 2-44A APPRovADARTMOUTH FIRE DEPT. DATE 8/ 19/02 DRAWING NO. SP-2