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05-001 (33) srr<yr.r< r r I ro NIILDMG AND EDC sou Vr.rX r rr CAP HERE - fat'M•P4 ® O PROJECT NOTES: 2 I NF11 WATEW WAT AND REMOVE ALL CONTRAS AFTER ER SUPPLY 167AW1771N1 1. This d 1r.'b,nWr'. ix xoluo dg of h.d..I pH.W.g oot modal y.�mrol una�mf of Mf.fizbalN�mAM.-TM b ffmo, 91^^an opprmimd.. s ings. 4. Spa.H.od C.W.W! 3. SpNtlx moil piping 2i od bryx doh M Sd duk tl0 ow pip." 7-od W & N W brad h H M mod. Win brocl If not L EKim N.Inklim: h.W. wHh sImWkrd D-kn m s 1 Q 3 1 I a) Prato.MA r.M opph mrx,.elbne 6. Tod I Conn flon ondd In w. rd ends.9r•or Hlp.moplNp p hp m W f• n9 n9 Pip.x •Y+M^ o%r 0 Q SECTION 13900-FIRE SPRINKLERS ]. Ydrx pO,mohankd kn,a TIM-o-kh. PxmMW. MoM.W FWmnp.ahr•uPPh(b M dNnoOeh.d).N.dM wdr PART 1 GENERAL S. FW.Wp.11 wd Pfmh^NoRaM boom pnmaHo,n. & S.Hd_ C. Wt Spdnkt.r SysN- C. All-pm-for pmon IoW pud b G.-al ASS TF-SD-T3A d°r°9f tank. 1 a. PmnRS. 9. M stopping ma1MaH 1. PIP fhd M back I.I.s 1.1 RELATED DOCUMENTS 10. Fa.od FNIW. S. DNlgn Shndmd:NPA 13.2013.dMon u.M far Wd.m rnN,. DbW,a M S y p P.nd for Mb conhad. L $pM1,baoh Rm piping 1'tiaavph Y.MIT M Sd,MW. D. -NP all mmpmwr sAWI M river maudM far dry snbm. A 7M Sb,doM Gm.rd Can W.of M.C"W""n C.drod b) Obbin a8,NC.aary pampa o) Aba.9rouM'mn-Ih MINT with.d.r 140 slsW pips.Hh dudh Mn mnwM by IHIIr,p,a d Mn."W"Wanhacbr SNpbM pdc.,AN docummis 7. Pi-all syAm,hsh and Mpxlbm as M.M. b) Aborpromd'mrnalh dry Schduk 110.Rh rdd d otW.and F.M fMNL L Ton4 Ad M pool b NlghMd Tonk H7112 1. Ob-WW d.Hpkncla mod on drowkga 1 8. Gad hd.ndsd b mm 1M W ad 3. tl.r moil I 2'and b WaN M SahW I* 10 WmMbhnd hY OWNER WW1 b Mfr proJ.d. POO m i ornanPnMD1 pip. oonW Wrt 1 Oil. Pm.un bnk LpMHpggp mArld moll M b n.-S.I.FSM of _ , ..hd of wall b M door. 7M bcoHom qhm an d.d pip rMh lull 9roortl od.,gmaW Irys muplNp S. 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D-ii,sMN .h.k ASME BI&5,.MW Rag.and A TM SprlNdx C.k Is ngWrd b I-digub mnfuly IM CAP HERE dondnN OprW Wr6ild.ra )id halm. nNc°Hn9 nom Mcbdr. shd and t,ddd od th dW. ASYE BI6.11,IoryM g Pa�r� . p mudun or flWm mdHk to-pIW Mb.ort S. AD s nklxa W,ol Mn a miNmun mhn d 11YF. ) 9pnoq.d ap Wrsa Arry pip DhInK P 0.1 b oompW hb work od not dawn on pd Hoop HW hr d OMp M hanlW,W d M.S Mdx o) fMd mWMkalbm b drop dm,i,gs G LW Iron F1Nngs ASME 818.1,flanpa ad iMIrnpr,ASME B78.& W� 1°"Np Pd K•TO TOWER A Pro Id.100TH MIWI.,cxx IWud,g on,dl dad 41h a 13 'WORK BY OTHERS b) Mcollon of any&Wn,dd.d b Ma symm th-M fl1Mga Cmk.4ne.apmra mw h1 MW OI Nakn aW"Thom.Dodo:S!N ff d-fglbn 1 compnmh d 8'SUPPLY A TM bibrdrg won wit M bakWW d.oNr S.M.,of MN syW_-fking nqulnmmh,ncord hminga Nspoeon ddo,ad D. Ibllobk Iron FI M,g.AM BI6.T,ft adM lyps;ASTM A47. B. Pips d d,vun ond[.-I. 100 mm.H..b ouHid.d 18' B. Pr.son Tmd Wdfkaflmn,od an W port of MW Fk.Supp,.abn Cmdmd. Park n+b. ob-prod.ad praid.Wtmh blow#. APPROXIMATE QUANTITIES EXISTING WATER SUPPLY AND RISER DEMO PLAN 1. TM fbAI fork ad tadbq d.Wp 1s b M .din tW wHh W.nbM,.Norm.a L h honkd Goats CmpMga wlkoMs Yon MuWnµ WapW CONTRACTOR TO YERIP 1. Norm wM for Lbw swkMS,s d IA WARRANTY .bsbmxk a.oNp gm W,WN,1 NHS,Mh,.and rmh- G Rom pip ond hod mds b hd I.W.d on f.r. R.m m,bun ond dnik dffrnm . A pNMhory byoul b W=W. famp.r afMs b.W PION tad f.rtom pip.. L Pmsun bd ad bd oppmtr OMR M prodMd by own- A Th.Spinklx C.ntlockl Wag gmmnb.d par%of hb.ork for LI MIIIINGS,APING NORMALLY DRY L PWarmao.ttHxlR: 3. Air_rw_IF— o ,Id of om yon form M.doh of aa.pim-of tM job by Ma D. 1.--1.ad tor.ign mah MAIL bnM.yrd dg*Mior. SYMBOL DESCMPTNIN GUAM. a) ASME Pmon-W.fully compnmt-Mfr NFPA ZL Dw H.during W p.1W of pn.,d puoronM.my Part of A U.of pldl xd filling.b not p.mN.& m-nbh • REPLACE E%ISDNO SPRUMtER1YIIN THEN OR ISO 1A RELATED DOCUMENTS IM work InakBM und.r Mb mdnd Ida Womno b) Nan-I working pmum.125 pN aHdodaY don not ivndm prm d,da.In my/mil in B. MnIWobk Iron Fmnga ASME 816.3•MnedW hp.;ASTII A47. E. S.'"i.40 si-mats M p-kWd,ho pnmdh.MMW RECESSED PENDENT.CHROME.1/2'APT.KS.&217 c) Tabi nbnlo 20.000 gdbm. A Notional fpw Prokclbn As.olvlbn's PamphM I3.1013.onion. andd a wo,bmnmp wh.Mx or not mmufadun I,buts or .oil,fooling.,11m,od fln rohd waib. d) Water rpW,M:13,100 9dxn• nOWkd by M.Cadraclor,M ma4 upn ndn from M.0m G M.MnImI Goats C.,q+.WiMN.Mon Mu.Ng,'C'dapM F. A wd and loom .haHOn.an b M NEW OR RELOCATED OR 12 B. 780 OK MWmmhuw%Sfak Building Cad.,BM Edition pnompHy Wr ,1 b r".1'or nplan od f.*mnimini a Thoth SW dry gmkd,dW Mk,nula and,am.rs p° fin l p W. RECESSED PENDENT,CHROME,i 2 NON.K=5.6.212 G Th.p k Ncbda M.fumWng of ail bba,m.Wloh, mkmmahip wMoul up-,b M.OWnx,Nohdbg mMp, / RISER LEDGER: .q*-t-don ad MI.-ry b PrMd.a-old.Tin C. NFPA 22,WoW Tank.for PrWy.Fm Prohdion,2013 Mon. Pohfiin9 od pMHnp,a ohm.ork ImdM,ad kWYdhg D. AN fllRnps b M phanlzM. G Prat.ft oho d main Ohd-off rol p low points of piping 1K REPLACE IXAITNO SPRMKLEA WITH NEW Q0. 12 1.6'O.SAY.GATE VALVE SuW-W Sishm n 0-n on drowkg FPO,FPi,FPL FPS,FP4, IWO4 or mbroRon d my dmogM ndlom of M.prim ad appvahn. L 6'TEST HEADER FP5,In!m W HIW MWn ad m mWnd by 0 oondMbnw 1.5 DIIAIRY ASSURANCE -WIng fr such fmNa. 25 SPRINKLERS PENDENT,CNROYE,I/Y NPR,286'F 3.6',1'CONCENTRK:REDUCER 4. 'CONCENIRK:REDUCER D. Sy.%.oral M N drW p..do-,k Nolbml M Pmbdon A Pxform Work In amwdmn with MFPA 13 2007 WHbn. PART 2 PRODUCTS A S.drowhg WT for Wrinkkr hod Wpa. 31 TESTING ■ PLUG Enow DIHLET 18 5.6'CENSUS NATIT ALTITUDE AOncldlm'.P-pMd IS,2013 WMmv 6.6'CLA-SAL CUM VALVE B. M o NKST 111 fi.Mkdon or undr 2.1 tENEIIAL B. N a,inkl-WW11 M�u�k mpno.. A. ITT NNI MIM sMl M pMemM a M.MIe1M.its rWM].6'WATTS BALKFLAW PREVENNR E NcbdW,bW not HI W b•an MM Wlorbq motor Ihmo Dann 00000 Wshm b/ IWaIMr tlaR god M.laml AWhdh Haring Jurisddlm and &B'STAR SPRNGER CHECK VALVE dk.el mgxrbbn d a prohedoW.rgMr npM.,oM In A Mandab OpcNM for Ho conk an ryshm in Hm Mklnp mdl C. PmN.oppmM M wh.n hsoda m ImbLhd M Rybd FngN-Inp,Ion.adrap.mNllomon of all Mb. NEW TWO PIECE DRY PENDENT SPRINKLER 7 9.6'WITERIlY VAYIE dWp of ft Work od ff-.d N ft Slate of Mono WWb. hp•9ua i. Pralh dl pNOhoNons In,all ad noon ad pats. M mw od mall M....foM.A N mIfonom.wHh d bmdbm whn mr.g.In hod In bkdy to occur and N all ana. Codr br'f W.%rbl and TW C.mfkds dal M rp1.h1 od I'APT.K=5.6,ZBF dsxa rAm PwWrnftn b Mrough a boring,a N,footing. G Th.InsldMlon.MR M am pg hd by on Witort d Fir. PmdNW coda or skdord,Whn mat.dab on not gwfflsd, wh-Mod.m wHIrin 7'-8'of floor. f-.,d d b NW AWMrMY HW q JudMkfim,ad Rybok floor or Ar.rood.dl. MM Sp,hkW Cod=Nr OWD fanM M.Md of its mpn, Engln..I g,Ino. Prohdbn Codrodor,nmpbW m a fuly.WxhaW 0 NEW BRASS UPRIGHT SPRINGER,OR 27 W-dWM N Aulomdk Fk,Spdnklx SyAw,od dlw Nrs k�' D. MNlmum hmp-A.mNW:2t2F. 2. PWng dl hdm,pip.,tchr,Mmon hhm Wdnkkr Pnhdbn C W 1. All a & NI fah mall M mmbPHa N mkt aemWaas wMh. 3/1'APT,K=8.0. PRI 9 pnN^ Ppmpdd.Ik.mYg nqui-mods hmda Mnpn,.upmary.ikha,olo,m nkh.a^^Y �g M�. 21 APE AND roBL L Mph and YdxmMid.hmp.ralun Mad.d,d M proddW M. Pamphkl M.13.NFPA 7L NPY 2L and bml Fin WnMH. b hd eonn.m.m ad attwodn. 0 REPLACE IXISTMG SPRINKLER WITH NEW OR 3 aN9• I•Wlhd by NFPA IS kaludirq mlMmum spolnq b dHun,a A AN dal Wdnklsr piping b M ASIY X]95,ASW/53,ASIY X135, G EMh.pkm mall M hydmWOkdh Inhd d 200 P51 for a 3. Sydmn d,oR M deignM for pandion of piping agaiW 1.6 SUBYITLS a ASME 636.10. F. Spas fpNnkNn mdl M p,aldM N om 21 Mod mbMd. P�rl•d d Ion(2)Mon. PR.AR UPRIGHT SPRINKLER.1/2'APT,217 dmop from nHhq k- Coupbg.,Sd.mk S.prolion CdkM W k hW.on aaxlm d of odd6 m uwd on HW lob ond !' EXTEND EAS7MG SPRINGER WITH NEW OR 81 Atamhffis""moo,Sway B,edg,od NFPA 13 9.3.i B. FDC opph,D.1-and Pip not-4 flMd wHh wdx. do an Wpro-d"opd dd r w-ah for och f hod. D. AB alum ad op Wq akNW shd M W,Wd. n IW- rds OMR M kaorpoMW N%Mn design a,d n Submit b Ha for fi r for approml bur(Q»IS of Wag drowlW Moud mWWf m clop m ponbk b mod sFnhmnd-. TWp-PIECE pEtIXNT,CNROIIL 1/Z'Wf.K=5.6,217 h.I.M.n. d d.oripMn ddo la 110 Idb,i,g: 1. Ap.MR M gahunbW. E. 2'd,dn W AWN M and i.d. 1. Shop D-I p L SprbAW brooch Am pipkg I'lb-gh Z'doll M S.MduH L6 SPRINKLER PIPING SPECIALTIES d NEW SIDCWALL SPRINKLER UNDER DOOR WITH CAGE 4 /. SplMdx oahaebr mnlracf Wwil lumlm o mmpkh p0 dW pip wk d.-&Iron amts type flNngs,or END OF SECTKN kabblbn ad mordnal.dl Imk ao,v,.cNam ad 3 Spdkir. H.6 SCMd.W p0,Ah,WW mtWv ad goad flIHW. A. AN pip WrF r typo hol M N-.do-wits WPA Pomphkl 139M-I OIL 3/4'1WT.K=A.O,2W Na 13. ® EJlAlI11G DRY SIDEWALL ro RGWN 6 N.E.PIPING -__- EXISTING PIPING QQ l HYDRAULIC REFERENCE POINT 1 w' w' C 33' APPROX.RILL 2Y-I"APPROX.RILL A- KEY A A 29'-I'STIL SHELL LENGTH 18'-6'M.SHELL LENGTH ® 12'-0' '-0' 7_7. O 0 NORTH p p SURFACE NWNfED L1GIIf O BUILDING NDIITH `DACE YOUMIED -4'p ® REVISIONS SPEAKERS,FHA• C. 2/3 MARK- A 2 1 or 30 WHERE A IS a 21 MCHE3 OR T A 2 24 INCHES 5/8'0 GROUNDING O HOLE PER SADDLE HOLE GROUNDING HFPA 13(2007)-&6.52,.3 12,000 gulag ® ® HOLE PER R,gpp p6on0. STANDARD COVERAGE PENDENT SPRINKLER CLEARANCE 4 ® 1 4 0 _ SCALE N.T3. - R[GSIIO.ONG 7-3' O iN,SN FlOOR 12'- 12'- L 7•_3• FM6X FLOOR COKING OR aa� DISTANCE FROM SPRINKLER TO MAXIMUM ALLOWABLE DISTANCE FOOTING DESIGN PENDMC EDGE DF OBSTRUCTION OF DEFLECTOR ABOVE BOTTOM OF (DIMENSION-A-) OBSTRUCTION(DMENSION'B' I H.1 Mon 1 fl g N 2w' 12,000 GALLON PNEUMATIC FIRE PROTECTION TANK RISER IT 8,000 GALLON PNEUMATIC FIRE PROTECTION TANK I fl6M b ka Nan2fl 3w' 2 fl to ha Non 2 fl 8 In ASS' 1. 20.000 GALLON ASME PRESSURE TAN(125 PSI CHWE PRESSURE) A 2 fl 6 N b Ion Mon 3 fl 7w' 2. A.,GALLON ASME PRESSURE TANK(125 PSI CHARGE PRESSURE) s. 4'TANK DISCHARGE FIANCE RTRAK ENGINEERING. INC. S R b I.n Han S H 8 N AY' A Ww'GRAM CONNECTION WITH PUGGED VALVE 132 FOREST AVENUE FIGURE 8.6.5.1 a 3 1 6 N b Ma Han 4fl 12' i LISTED INDICATING DISCHARGE VALVE BASED ON TABLE 8.63.11 OF 4 fl b Ion pan 4 X 6 N 1C & UM NaNZ SWING CHECK VALVE WARREN,MASSACHUSETTS O10&T-0709 7. EIDPTIa MANWAr TEL(413)-436-5500 FAX:(413)-436-5563 NFPA IS 2007.A FOR 4 f 6 N b kfa Man 5 fl 16R' & A611T GLASS 1Mp//mJI1NKiPGNY POSITIONING OF ENIGWD 5 9 b Ion Man 5 fl 6 N 18' 9. Iw'fl1 CONNECTXM WRIGHT AND PENDENT SHUT SPRINKLERS TO AVOID 5 R 6 N b Ma Mina 6 fl IO• I0. IV,SINAI INLET FILL CONNECTION WITH CHECK VALVE 22 PR AT BE TANK M COMPRESSOR OBSIRVCEIOMS. Ii. GENERA NR SMP SWITCH,H,SAFETY RANK MOUNTED PRESSURE E AGE,30 TANK NR CW RECEIVER COIpLLTE 6 fl b n i Minn t X 6 N sr NOUN START/SNP SWITCH,SAFETY AEIIEF VALVE,PRESSUE GAGE.SD GALLON ASME RECEIVER 6 fl 6 N b tiff Man 7 fl AI' IL BRONZ[SEATED SANG CHECK PAYE 7 M in I-Mw,7 0 6 In S5* 13. RENEWABLE OW GLOBE VALVE IA w'w'CONIECTION S. PAVE 15. w'PLUGGED OUTLET 17. NR PRESSURE GAGE IL 4'GROOVED)BUTTERFLY VALVE WITH TAMPER SWITCH PROJECT: SPRINKLER DEFLECTOR POSITIONING 19, 4'AM CHECK VALVE WITH GAGES HIGH VIEW OF NORTHAMPTON L N.TS 20.. �AND GRAIN CONNECTION WITH'A'TEST OROICE 222 RIVER ROAD REK/5401.IWM 22 w HP RISER MOUNTED AR COMPRESSOR LEEDS, MASSACHUSETTS 23. AIR SUPPLY TRIM WITH AMD,GAGES.LOW AM PRESSURE"W"' 2,'GROOVED BUTTERFLY VANE WITH TAMPER SWITCH 25, 2w'DRY VANE COMPLETE WITH TRW DARNING TITLE FIRE SPRINKLER SYSTEM - DETAILS WATER SUPPLY REPLACMENT DRAWN Ff: CCK JOSE No.: CHECKED BY: UNDERWRITER: - 1m RI No.: 20150160 DATE: 5/1/2015 NICET CERT.M.: 079091 DRAWING NUMBER: F P-0 SCALE ,/4'_1'-0' W/'5;'-6'x1•-s•GDIRE T.BOT. F. GENERAL NOTES JSE W/(5)#5's LONG DIRECT.BOT, &(15)#5's SHORT DIRECT.BOT. A-CODES: • (E)FDN.WALL&CONT.FTC. (T.O.P.EL.=101'-0")(Pi) 1. 780 CMR(MASSACHUSETTS STATE BUILDING CODE,8h.EDITION) (B.O.F.EL=96•-D- ASSUMED) (B.O.F.EL.�9T-0') 2. AMERICAN CONCRETE INSTITUTE(ACI) Johnson Structural Engineering -TYP.U.O.N. _ 3. CONCRETE REINFORCING STEEL INSTITUTE(CRSI) ----------- - ----------------------------- -- ----------- - B-DESIGN LOADS: 1. TANK LOADS: 12,000 GALLON TANK 120,000 lb. . ---..... _..._ __...___ 8,000 GALLON TANK 80,000 IL 101 Huntoon Memorial Highway(Rt.Sfi) I......_.. ____......... ___....... �___..... ......__.. _._.....____._.. ........... _...._ _ _. __...._.. -' Rochdale Massachuseds 01542 - C-CONCRETE: _ - _L--_F-___ phone:(s/e)asz4esa _ ------------- 1. ALL SLABS ON GRADE TO BE 4,000 PSI t@ 28 DAYS.ALL OTHER CONCRETE TO BE 3,000 PSI @ 28 DAYS. fax:508 892-0477 r i r Im\ 7f 2. CONCRETE WORK TO CONFORM TO ACI-318 CODE,LATEST EDITION. ( ) I I T-0-x9-6"x1'6"CONC,FTG.REINF. 1 I I W/(5)#5's LONG DIRECT.BOT, TANK ABOVE-/ I I 3. VAPOR BARRIER IS REQUIRED UNDER ALL SLABS ON GRADE. ! &(15)#5's SHORT DIRECT.BOT. I I 4. ALL CONCRETE TO BE STONE CONCRETE. r I I (T.O.P.EL.=101'-0')(P1) 5. GROUT SHALL BE FIVE STAR EPDXY GROUT BY US GROUT CORP.,OR EQUAL. 1 (B.O.F.EL.=97-0") D-CONCRETE REINFORCING: I I I SAWCUT(E)SLAB I I I 1 1. ALL CONCRETE REINFORCING TO COMPLY WITH LATEST EDITION OF CRSI. I�• I I AS REO'D(TYP.) 1 I I 2. CONCRETE REINFORCING 70 BE NEW BILLET STEEL,GRADE 60. 3. WELDED WIRE FABRIC TO BE AS PER ASTM-A185. I (E)FLOOR IS PITCHED I I 4. REINFORCING STEEL CLEAR COVER TO BE AS FOLLOWS: \` L_' •MATCH(E)CONDITIONS L J / :J -_J---J-----_--_- - _- - --L---L. L._._.� FORMED CONCRETE SURFACE PERMANENTLY NTHOIL, AEARTH 3' j L---) i r _ _ _ _ j L__-J i FORMED CONCRETE SURFACES IN CONTACT WITH SOIL,WATER z' SLAB ON GRADE-TOP,INTERIOR FACE OF WALLS 3/4' 1 I I 1 I 5. CONCRETE PIER VERTICAL BARS TO BE V BELOW TOP OF PIER. (E)FLOOR DRAIN ___ E-SOUS AND STRUCTURAL FILL: --T-- o _._._ _.----T-- T F 1. SOIL BEARING DESIGN I I I R VALUE-3,000 psf(ASSUMED). I 2. UNSUI T ABLE SOILS SHALL BE REMOVED 8 REPLACED WI TH STRUCTURAL F I L L COMPACTED TO 95 h COMPACTION IN 8"LAYERS. I V I V I I 3. PLACE 12"COMPACTED STRUCTURAL FILL UNDER ALL SLABS ON GRADE. : I I I I I I I I I I 1 I I (E)5 REINF.CONC. I I I I I I I � I SLAB(FlN.FL EL , I V I I I I I V I I I II I F-MISCELLANEOUS: =100•-0.O H.P.) 1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 2. VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS AND MECHANICAL ENGINEER. I ABOVE- I I 3. NO MATERIAL SHALL BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED.SHOP DRAWINGS SHALL BE SAME I I 1 I I I TANK I I,' I I I SIZE AND CLARITY AS CONTRACT DRAWINGS,AND SHALL BE COORDINATED WITH OTHER RELATED SHOP 1-- ------- -I---L DRAWINGS. 4. NO PERMISSION WILL BE GRANTED FOR ANY STRUCTURAL DRAWINGS TO BE REPRODUCED FOR USE AS SHOP Overlook If Hi hview 14'-6' DRAWINGS. 9 J 5. A MINIMUM OF FOUR HARD COPIES ARE REQUIRED FOR EACH SHOP DRAWING SUBMITTAL(ALL MATERIALS). _ _._.-.J L. ._._._._. .I 6. G.C.SHALL COORDINATE THE WORK OF ALL TRADES TO PROVIDE FUNCTIONAL AND DIMENSIONAL COMPATIBILITY BETWEEN ALL COMPONENTS. 2'-6-x9'-0-x1'-6'CONC.FTG.REINF. 222 River Street W/(4)#5's LONG DIRECT.BOT. Leeds,MA 01053 -'1 --- -- ! 'i, &(14)#5's SHORT DIRECT.BOT. (T.O.P.EL.=101'-0')(P1) (B.O.F.EL.=98'-0') NOTES: 1.1 (E)INDICATES EXISTING,OTHERWISE NEW. 2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS AND MECHANICAL ENGINEER. 4.) T.O.P.INDICATES TOP OF PIER. 5.) B.O.F.INDICATES BOTTOM OF FOOTING. 6.) (P#)INDICATES PIER REFERENCE. 7.) DO NOT DAMAGE EXISTING PLUMBING LINES-NOTIFY ENGINEER IF DETAILS NEED TO BE MODIFIED DUE TO EXISTING PLUMBING. PARTIAL FOUNDATION PLAN SCALE:1/4*=V-0- SHEET TITLE Partial Foundation Plan, Typical Details&Notes DATE �1 TANK SADDLE(COORD. 05.27.20 I.1`C A ANCHORAGE W/EQUIP.MFR) SAWCUT SLAB ANCHOR BOLTS BY CONC.SLAB REINF.W11 .6 AS REQ'D(TYP.) TANK MFR.(TYP.) -W2.9zW2.9 W.W.F.(THICK.TO raven. �,T�.O.P.EL= MATCH EXIST.,5-MIN.)-TYP. MILE, ""-0 #4 x 24'LONG DOWEL(�12'a.c. (E)5-REINF.CDNC. (DRILL&FILL EXIST.CONC.W/HILTI checked: SLAB(TYP.) HY-200,ADHESIVE.4"MIN.EMBED.) RAJ ��E)FlN.FL EL Scale: �'=100'-�O H.P. As Noted . _.�-��_ - _•- - -•_ - _ Revisions: ��%,�'�C 37#5 Qo 12 E.W.E.F: BARRIER(TYP.) \1BACKFILL W1 COMPACTED \ STRUCTURAL FILL(TYP.)\ 1 L 1 EE SPLICE SCM.(TYP.) . 1 \ � i REINF.VARIES (SEE FDN.PLAN) T.O.P.EL. SHEET NUMBER OVARIES(SEE PLAN) - - /\• '\'\f\ VARIES UNDISTURBED EARTH OR (SEE PLAN) COMPACTED STRUCTURAL S1 . 1 EAR H OR U OF DISTURBED EARTH OR UNSUITABLE SOILS #5 @1 12-o.c.E.W.E.F. TYPICAL TANK FOUNDATION DETAIL PIER DETAIL(P1)-PLAN VIEW_ SCALE:314-=V-0' SCALE:3l4-=1'-0' ' Fa Vr.rx O O P r Ir • • x1�nQwr PROJECT NOTES: • • I. Thb d—l"'b I.I Ad Ix axlofim of IN Iprbklx 1.4. .,d dst—I..R.Wahm'a bb of dadpn. Th.d I.g W kab 0 tha IN""6rrvn9WmM of ft WaMN epMMBm Tha We- • Ohm_wpn.kml.. 2. E.6"Imbl.Pip xhadub q.N.•Mh abMmd-grew • • apH,kW,. WON•ab eupph(b be d 16had)aWdW•aM • abrvga lank. O S. I NIpn Sbad.W:NTPA 15,MIS.0.umd fx WINm rnlr.. • . +. Obar"d bReYneba 11M pn 1m•1 • T O !. Uppr6da InMt b b p.M.a mu a pdnkW M. •Mh m•Rakk rxpom.epdMlan auppMd by a prrrnMl •olx aupph. 0 . 6. Om b n hd b—fi..b p 16,hxl b prabal•N • . aprinklx aya I—fnalnp. L� O IN O • O • 0 1 O O O O • O SYMBDE DESCRIPTION DUAN. O • • • • REPLACE EXISTING SPRINKLER WTIN NEW OR ti 0 • RECESSED PENDENT,CHROME,1/2'NPT,KS11,217 NEW OR RELOCATED OR �/t O • • • • O RECESSED PENDENT,CHROME,1/2'WT.K=5.6,217 g O 0 7[ REPLACE EXISTING SPRINKLER WHIN NEW OR 3 O • PENDENT.CHROME,1/2'NPT,25PF 3 O O . . ■ PLUG OWING OUTLET O • • . O NEW TWO PIECE MY PENDENT SPRINKLER . O • • 1'NPT,K=5.6.266' • O NEW BRASS UPRIGHT SP•NKIFR,DR 0 REPLACE EXISTING SPRINKLER WITH NEW OR • • W.KS UPRIGHT SPRINKLFA.1/2'NPi,217 0 EXTEND EASTIND SPRINKLER WITH NEW OR TWD-RECE PENDENT,CHROME,1/2'HPT,K=5.6,217 • • O O d NEW SDEW'AIL SPRINKLER UNDER DOOR WITH CAGE • • O DR,!/+'WT,K=8.0,266' ® EXISTING INN SMALL TO ROHM • O • C(@ wDRAOk RETERENCE POINT O\/ O ! 2 NORTH . o 0 0 BRAIDING MONTH . • • REVISIONS • 0 O • . O O • • • . . RYB ENGINEERING 132 FOREST AVENUE INC. O O WARREN.MASSACHUSETTS 01085-0709 TEL(413)-436-5500 FAX:(413)-436-5563 nRP//aa.ATMRiPCLW • PROJECT: • HIGH VIEW OF NORTHAMPTON 222 RIVER ROAD • • LEEDS, MASSACHUSETTS DRAWING TME, FIRE SPRINKLER SYSTEM -AREA 5 PARTIAL FIRE SPRINKLER PLAN - AREA 5 • WATER SUPPLY REPLACMENT SCALE 1/6'=1'-D' DRAWN BY: CCK JOB H., CHECKED BT: - UNDERWRITER: - RE]D N., 20150160 DATE: 5/+/ZDI5 MEET CURT.No.: 079091 DRAM'OG NUMBER: FP-5 SCALE: 1/6'=1'-0' W.c Vr.ra O o r v • •\ O a.N'Ar.rs• PROJECT NOTES: `0 K 1. Th6 d—l"k 6WdW fur-1.4.of H.apdW.q9- O and d0o h.IM ayckm'.WNa d d.0g. Tho d..bp kdcdx H.9..m xmnp.m.nf of f..Mkg codffl— TM bear- - • RMn—opp..k,.I. • L E NlIN w.blbRcn:Pip.xh.dub qsf—.Hh dmdvd n.pxw • R apdw— WAN..w eup*(I.M d.dsluod)W.,*w..Ix D Q abl"knR / a � • `; S. Dal9n Slonda'd:NFPA 13,2013 MNOn u.ad for 2Yef.m rnN.. p O ■ S. UpWW.kdxl b to M"c hFAaulkalN mkukhd..1 apdnkb rAm h na.quick..pc—apdnkMn wppDM by a n pr—llc.db.dpplp. \ • • 8. O.nx b.q.1W to 0.n9nw I.p-ld.Mot 1.p.4d.N • • agkN<Rx.2.bm ir.m k.Wrg. • O�• • • • • p • �■R, • 'p\ Sri60L DESCRIPTION WAN. Qo• ,p, • REPLACE EXISTING SPRINKLER WITH NEW OR • 0 �� RECESSED PENDENT.CHROME.1/2'N'T.K3.6.212' • • • r OO NEW 011 RELOCATED OR • RECESSED PENDENT,CHROME,1/Z'N T,K3.5,212 • • • X REPLACE EXISTING SPRINKLER WUN NEW OR • PENDENT,CHROME 112'NR,2W6•F • • ■ PWG EKISNIG OUTLET • • O • • O NEW TWO PIECE DRY PENDENT SPRINKLER O NEW BRASS UPRIGHT SPRINKLER OR • • • 3/4'WT,K=0.0.ZW • • 0 REPLACE EXISTING SPRINKLER WITH NEW OR • • BRl4 Up—S""NkIER.1/2'NPT.212 • O EXTEND EKRING SPRINKLER WITH NEW OR e TWO-PIECE PENDW.CHROME,1/2'111%K=5.6,217 • • • INEW SIDENALL SPRINGER UNDER ODOR WITH CAGE • • • ® EXISTING DM SNEWALL TO ROM • • O • • CCO MORAUIJC REFERENCE POINT ... mot:..,.... //^\\ • • • • • • .r:r. S an • • p NORTX w y+�".t.n R • • • • 5 T .v:i `.�....... • KEY PLAN INKLMG NORTH 0 0 • • • REVISIONS Q ® • . ® 00 O . a 0 Q a 0 • Q RYMK ENGINEERING. INC. 132 FOREST AVENUE WARREN,MASSACHUSETTS 01083-0709 • TEL'(413436-5500 FAX:(413)-436-5563 LWP//...AI•RipGKIM PROJECT: HIGH VIEW OF NORTHAMPTON 222 RIVER ROAD LEEDS, MASSACHUSETTS DRAWING TITLE. FIRE SPRINKLER SYSTEM — AREA 4 PARTIAL FIRE SPRINKLER PLAN - AREA 4 WATER SUPPLY REPLACMENT SCALE 1/8'=1'-0' DRAWN BY: CCK JOB No.: CHECKED BY: - UNDERWRITER: NO ID W.: 20190'80 DATE 5/4/20'5 NICET CENT.No.: 029091 DAWNw HUMBER, FP- SCAM- 4 1/B'=1'-0' r r .nu ip•.rT 17W-1- PROJECT NOTES: • 1. TN.AI.liq b i '.d fa of chin. Th.d..IN n*6 p&kW and d.Mmi.Nn..M f th. .1 dafpn. iM d..IN.K- 0 q.n.M m.anp.n.nf of Mm.xbiNq cond9bns TM baalbn 9M^an appre.imah • • 2 Fsisling M.blbNon:Pip.s:h.dub.f.lrn.XA.Ia.Mmd n.pms. • O .pink WON-W eup*(b b.d.m.R.h.d).b.W.aM .b,ap.bnt. • • S. D.Nen SkMRN:NWA 13,2015 MNOn u..d lar ryshm miw. mra 4. Ob.rnd d.fkW d.mhd on 4—Im.. • r. 5. Upped.MAO!b I.p-W.a h7dmdk.1,mkWand..f • • _ =kW.1.1mn Oh m.RW.k-Pp .pd Wl IWW by a • —— e nn vio- n.a .aPPIT. O • O 8. W.M. ft— ,ft.f b—fl- I—In b P.wb.h.ol b pMM..1 .prinkl .F.bm inm inulnp. • • O • • • • O • 0 STMIKIL DESCRIPTION — DUAN. • O • REPLACE CE QISIING SPRINKLER WITH NEW OR RECESSED PENDENT,CHROME,1/2'WT.KS.6,217 • • O OO NEW OR RELOCATED OR • • RECESSED PENDENT,.CXRDMF,1/2'NPT.K=5.6,217 0 • X REPLACE EXISTING SPRINKLER WITH NEW OR 0 • PENDENT,CHROME,1/2'NPT,286E • • • • • • PLUG EKISRNG OUTLET • O • • _. _..... ... ........._. O NEW TWO PIECE DRT PENDENT SPRINKLER • • N I N �... I'NPT,K=5.6,IBS • O NEW BRASS UPRIGIR SPRINKLER,OR • • • • 1: 3/4'NPT.K=8.0.286 mnma. • O _ 0 REPLACE EXISTING SPRNNIFR WITH NEW OR • • • • WASS UPRIGHT SPRINKLER.1/2'NPT,217 • • 1 • _ 0 EXTEND EXISTING SPRINKLER WITH NEW OR • I .. ..._.. ... .... ...... ..... 7WD-PIECE PENOQT,CXROYF,1/Y NPT,K=5.6,217 • • Q NEW SRIEWALL SPRINKLER UNDER DOOR WITH CAGE • _ OR,3/4'NPI,K=8.0.28S • 1 • • • ® EK49WN6 Dif1 SIDEWALL TD REMAIN • • • • • �� XTORI0IUC RCFEHQIQ POINT 0,10LOCAll EM NORTH O 5 T O _o _ � KEY ruN BUILDING NDR01 • .mss / REVISIONS /.O LJ • . o • o • o a , O . � O \ RYBAK ENGINEERING. INC. • ` 132 FOREST AVENUE WARREN,MASSACHUSETTS 01053-0709 TEL(413)-436-5500 FAX:(413)-436-5563 O hAw/...xma-rPC,ca O os LJ • / e ; PROJECT: • • Q' HIGH LEEDS, OF NORTHAMPTON m�N DRAWING TTLL FIRE SPRINKLER SYSTEM —AREA 3 PARTIAL FIRE SPRINKLER PLAN - AREA 3 WATER SUPPLY REPIACMENT ALE 1/8'=1'-0 DPA"BT: MK I JOB m.: CHECKED BR: - URDERWRHER: - RD ID Nw: 20150160 DATE 5/4/2015 NICET CENT.Nn.: 079091 DRAWING NIMBER: FP-3- SCALE 1/B'=1'-0' I r vrtW-r� r r >o.IT•fa' 1 -- _�.., -•''� �i s -- ne.. �—_ __-_- -. J L__.=_�L__ _ __ PROJECT NOTES In © m 1. TN.d-1 g Y inlmdW 1..wlvaMon d D..p kkW e,e- © and d. l,.the.p.Ymi bud.el dWv. TM d-4 kd.W. O O O (3 O • • • m.pmmd ermn9-4 d It..Mng WHI.- Th.Wd- 91m-app.*'.. L E"N knhNd-PI" h.dul.w9-eRh W dnd mpornnr 0 aprhkl.n. E.W g whr eW*I%b.d-Uh d). ,,hd w. • gE[�• „ 0 atomR.knA • 0 • • • • l - �� • 3. D.Ip SI.N d:NINA 13,2013.d Mon Nw%r q0-r.A.. nom 4. Ob—d ddkW d. d d en d-kpe. 5. Upped,Id.ni Y to pmRIM a hpdmWNalh mkWand e.l • • • aprink q.hm nMh nw qW k rmpen...pHki-wpp0.d by a -p—wm .ehr wpp1W. • • YOi 6. Oemr Y npulnd h-Neu.h prmd.hd I.PI.W ed • • • • • ® Wm WrIalx qd-Wrvm t-&g. 0 -- Rm.N O O • 0 O O O O O A W SYMBOL DESCRIPTION DOM. ' ' -.. -_ .... O) O) • O • REPLACE EXISTING SPRINKLER NNH NEW OR RECESSED PENDENT,CNRDME 1/2-NAT,K=5.6,217 3I ..._ --- -� -- -. • __._ 0 0 0 0 O NEW OR RELOCATED OR dE' RECESSED PENDENT,CHROME,1/2-WT,Kc5.6,211 i .._.. ..._. r.� X REPLACE E NG SPRINKLER WITH NEW DR eEx O O oExr,CHR CHO OME,t/z'NPf,zesE co •O ■ PWG COSTING OUTLET E • • • O O O NEW TWO PIECE DRY PENDENT SPRINKLER gg W� ® t-NPT,K=5.6,2W I _..... L__. ...... _._... _... O NEW BRASS WMHT SPRINKLER.OR E • • �,A�EXIT 0 ® 3/4-NPR.K-6.0.26s • • I _ 0 REPLACE EXISTING SPRINKLER WITH NEW OR 0 Q) D) • O 0.� O O) • BRASS UPRIGHT SPRINKLER.1/2-NPT,217 . --- -- -•- -- -- _- _ "• '- -- - -'-- ® O ® N rA • O EXTEND COSTING SPRINKIEA NITN NEW OR 7W0-PIECE PENDENT,CHROME,I/2-WT.K=5.6.217 • ._... ...... .__. ...... .._.. ............. .............. ......E_._� __._ 0 d NEW SOEWALL SPRINKLER UNDER DOOR WITH CAGE En o® P • j � ® EXISTING DRY sIDEWAII TO REWJN NYORAUUC REFERENCE POINT Mw • • • U O • i a O • 0 ���'. 3 NORTH o ; • T . o------�-, KE PLAN BUILDING NORM REVISIONS • .a LJ • � � • � O Q • O • i • • aNmR. _ • RYBAK ENGINEERING. INC. • 0 0 • • O WARREN,MASSACHUSETTS N AVENUE 1083-0709 ` TEL(413)-436-5500 FAX:(413)-436-5563 e \ • . . � NLK��.n.flYK-i1000M • • 0 r •O • O O O O O • O\• L ,fir r• O ,q,,,rr, • O `` , ° O • PROJECT: • HIGH VIEW OF NORTHAMPTON E!n a ^ 222 RIVER ROAD LEEDS. MASSACHUSETTS DRAWING TITLE' FIRE SPRINKLER SYSTEM -AREA 2 PARTIAL FIRE SPRINKLER PLAN - AREA 2 WATER SUPPLY REPIACMENT SCALE 1/6'=1'-0* DRAWN BY: GGK JOB No.: CHECKED BY: - UNDERWRITER: R%ED Nw: 20150160 DAiL 5/4/2015 NK:ET CERT.No.: 079091 DRAWING INNOM FP-2 SCALE 11r=1.-r �t wW[W•rf - INSPECTORS TEST i■ I� CONNECTION vac Vr.r'4 r tr >aw rK•fd PROJECT NOTES: 2' 2' 1. TMs d,,I g Is InMded f,fmluaffon of fiw w&M,w,%m xd dehmen Res"Mwn'r hash d dedgn. TM dmfhq k l d. the gen,d amngm 1 of the xbXng co WMH The bcefim 91—ow appmxlnola 2. EsleXng lodd fiox Pip eshdule qd—rUh dxidvd mxp spdnklm. E MhV wales supply(to M dmobad)16NW fair ahmpe Mnk. 2' Y 3. Design Skndord:NFPA 13.2013 edMon uxd for gshm miff. 4. Obswrfd deficiencies nOW on dmwlrpa 5. Upgrade Mont Is b pmWe o hydm.'wuy eaWdd wd =kW Balm w#h mw quick ry poN spdnklm%"Id by o nw v--fic fakir suppy. 2' 6. 0wnx Is rpdn t W coMinuf b PmWe Mal to Prow wM apMklx gahm fmm fmrMg. D .F NAMEPLATE DATA This system as shown on ■ _ 2/3 MARK bak En i eri Inc. ■ RY g'ne rg. Z" i' print fp-1 dated MAY 05,2015 for High View of Northampton A 4• SYMBOL DESCRIPTION 01AK MECHANICALiROOM,OHIO f2,OW plbm 6'O P • REPLACE OUSTING SPRINKLER WITH NEW OR is designed to discharge at a rate of 0.15 4' 4' 1LTE 17'O - GPM/sq ft of floor area over a maximum of NEW.2HR WALL CONSTRUCTION r. (34XVBFV µ7E RECESSED PENDENT.CHROME.1/2'NP7.K�.6.217 1038 SO FT when supplied with (12) - Oa MEW OR RELOCATED UR water at a note of 182.28 GPM IIOOR DRAIN r q Of 182.28 PSI at the base of the riser. 40l RECESSED PENDENT,CHROME,I/2'NPT,K=5.6,217 Hose stream allowance of 0 GPM is included in the above. 4 X REPLACE EXIISING SPRINKLER WITH NEW OR PENDENT,CHROME,I/2'NPT,29VF L ■ PLUG CUM OUTLET O 2 }oI91a1 Numb of SprinkMn OVWirg 6 1012 eq H OpwWMq Area Hirdrij Oxlpn CHhrM H do M 1078 N Am ■ ■ 2' ■ 2' 2 2' 2' O MCN 1110 PIECE CRT PEMOENT SPRNKIER gpm Per aq eNy ovr sq OpxoM^g }old Dwnod d 206.49 GPY d o Tdal Numb,of SKWdw,OpralMq:10 ■ Nese Shwam Ilbrancr.D GPM O NEW BR/S3511PRICIIf SPRINKLER.OR 9gpN: Requlnd Pnwun d 25.82 PSI Nod Shnm Pdbwa,s a GPM Tdul Demad d Sup*18226 GPM of a Rquk d Pmsun of 25.17 PSI 8.0DO GALLONS 3/4'MPT,K=8.0.2617 (a REPLACE EXWING SPRINKLER WIN MEW OR ■ASS UPRK31T SPRINKLER,1/2'NPT.217 2' D ELF•COSTING SPRINKLER WITH NEW OR NEW 2X8 WALL CONSTRUCTION 1W0-PMCE P[N[NT,CHROME,I/2'NPT.K=5.6,217 ®Q ® Q ® 0 ® Q d NEW SIOETRALL SPRINKLER UNDER DOOR WITH CAGE 3' NAMEPLATE DATA OR.3/4'WT.K=eo,26w TDC CONNECTION ������••u ��������u ���������u T__.�=� T______ T______ ® ' Thi:5yetem as shown on ® COMING DRYSIOEWALL TO RDWN DUSTING TO REMAIN 0 i Q' 4• 0 1 Q 1 Rybak Engineering,Inc. print fp-1 dated MAY 05,2015 1 q 1 I 2 HOUR RATED El2C7RIC ROOM for -NI SfORAGF Al1DWED 0 High View of Northampton 0' HYDRAULIC RECCE POINT aR 1 1 1 s�g.l•11 1 -ADD TNF SPRINKLER PROTECn011 ®2• s 2' i' 2' REPAIR GARAGE 1 1 1 L_J 1 is de nod to discharge at a rate of 0.20 1 0.1571.3 Sprinkles AW not M drd In Wwhk:al M ■ ■ ■ GPM/,q ft of floor arse over a maximum of 4' wnen on d Nw 1oROwNp m�ndlbm We m.r. •qukme 1012 SO FT when supplied with 3 1 1 1 (1)TM mom Y de I Is d.W d"Wpmwd oMy. Water at a note of 208.49 GPM 2 NORTH (2)0,4 3Y-ryp W-Mcol pdpmmt I.u,d. al 23.62 PSI at the base of the riser- 1 1 { (3)Equlpmmt b entailed M a 2-hour Poe-mhd W­ stream allowance of 0 GPM is Included In the above. 1 1 1 �14 Including p,%c%on for pfndmNone. 2'(4)No-1budNle dorop h pmNed to M sMd M Ne 4 945 50 FT BUIMG NORM REVISIONS T 1 1 } m 1 1 1 1 LJ 1 I 1 1 1 1 1 1 1 1 1 1 0 2 0 2' 2' 2' 1 11.• 1 0 • 1 6 1 1 ■ ■ 4 ■ 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 y 1 y 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 RYBAK ENGINEERING. INC. Oa 132 FOREST AVENUE 1 1 1 1 TEL(4R13)-436-5500 MASSACHUSETTS(4113)-436-563 1 1 1 1 Nw//w..Rr•z�Pamll 1 1 1 1 i i i �' j 0 0 • 0 • • • 1 1 1 1 ADIISM AND CAP EKISHN:WATER 1 TPICE FROM TANK,BACKFLOW PBEVENWR RISER REMOVE a.p)PPEt 1 Q 2)FLOW SWITCHES 1 •lO t0'M WER 1 10 tQMiR G PROJECT: MATCH UNE-SEE P-1 _ ____ �� =SEE SEE P-2 —_ z's STEP DOWN -�- MATDx LINE SEE Phi HIGH VIEW OF NORTHAMPTON LATCH LANE-sE P-2 222 RIVER ROAD LEEDS, MASSACHUSETTS r—� DRAWING TITLE- FIRE SPRINKLER SYSTEM -AREA 1 PARTIAL FIRE SPRINKLER PLAN — AREA 1 WATER SUPPLY REPIACMENT SCALE 1/$=V-0' OMNN BY: CCK I JOB No.: CHECKED BT: - UNDERWRITER:NO N Nw: 20150160 DATE 5/4/2015 KET CERT.No.: 079091 DRAWING NUMBER: F P—1 SCALE: 1/4'=I., 278" (23'-2") 229-1"± (TAN–TAN) 1144„t I A GWO96_ I Of 000 102” ---- —T 096" ------------------- -------------- --- 2„ Ma-s_STank GALLONS TYP I WEB ' » PLATE 6„ I-�36" 36"--I �904>,� � 9" 841 � 2 5„ f-- 84-" 24" r 181 "f 014" HOLE FOR b1" ANCHOR BOLT, 4 PLACES EACH SADDLE 12,000 GALLON 125 PSI HYDRO PNEUMATIC TANK MASS TANK SALES CORPORATION HIGH VIEW OF NORTHAMPTON JUNE 24, 2015 APPROX. WGT.=14,100 LBS. 408" (34'-0") 359A"± (TAN-TAN) 1794"t Dan AG I 12,000 102" 096" --- ------------------------+------------------------Ma I GALLEONS TYP I i ., 6" I-36"t 36"--I 1554"t I " 84j" 24" 31 1li"± --i 01}" HOLE FOR 01" ANCHOR BOLT, 4 PLACES EACH SADDLE 12,000 GALLON 125 PSI HYDRO PNEUMATIC TANK MASS TANK SALES CORPORATION HIGH VIEW OF NORTHAMPTON JUNE 24, 2015 APPROX. WGT.=19,650 LBS. i7.Fj:1A� 4.1C'I�l'7.�V+ZitTj�:V�'�...�t i l�u'Sl..,Zc•t 2i ;_r' wN CARROLL E WEST 3�GO �r7£LD,NIA 01585-3201 £;�nrCL�;.I. 21,15,'QN1,'` T:4TRACTI3iG LICs''/RE NWT EFFECTIVE,: EXPIRES y SIGNED �J Massachusetts -Department of Public Safety Board of Building Regulations and Standards K=— I L*; Construction Supen isor License: CS41IM72 s STEVEN A CARRM 20 WIGWAM ROAD - w WEST BROOKF.F9 5 81,125 VII Expiration Ot ; Commissioner 92197=16 oW u45-2e++Rw07-%Z" , Office of Consumer Affairs&Business Regulation JIOME IMPROVEMENT CONTRACTOR kVregistration: 172228 Type: Expiration: 6/41-M16 Corporation G"-.FROI-L CUSTOM CONTRACTING INC. SIEVFN CARROLL 20 WIGWAM RD. ,W-ST BROOKFIELD,MA 01585 —�^ Undersecretary Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the v Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Overlook/Highview Water Suppression System Installation Date:07/06/2015 Property Address: 222 River Street,Leeds,MA Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:New construction 1,Robert A.Johnson, MA Registration Number: 38492 Expiration date:June 2016 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural X Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: I. Review, for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: 'f Phone number: 508-892-4884 Email:rob @jsengineers.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 3/3/2015 1 : 01 : 18 PM 8618 02/02 CERTIFICATE OF LIABILITY INSURANCE DATE 03/03/20 0312015 YYYY} Iik� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND, OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). 00M�.�T PRODUCER 05012-001 NAMNEAECT pX George A Tetreault 111 PA/C.No.Ext; (413)245-7600 FAIL.No.: PO Box 467 RMSS: Brimfield,MA 01010-0467 I S)AFFORDI INSURERA: A.LM.Mutual insurance Company INSURED INSURER B: Carroll Custom Contracting Inc INSURER C: 20 Wigwam Road INSURER D: — —:::A West Brookfield, MA 01585 INSURER E: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BE�Y PAID CLAIIMSSE7..�(pp ILTR TYPE OF INSURANCE INSR POLICY NUMBER PMADNYYY PMjdljYrYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE 0 RENTED $ COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence CLAIMS-MADE �OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ EN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ OLICY RO- OC AUTOMOBILE LIABILITY Ea acccidenD[SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMSMADE AGGREGATE $ yyQR�D(EEID� CpM E_RETTEEN7TpIONN $ yyC g U $ AND EMPLOYERPS'NIABIGTY X TORY LIMITS OER ANYPROPRETOR!PARTNER/EXECUTIVEYIN EL.EACHACCIDENT $ 1,000,000.00 A 0 RTRIMEMBEREXCLUDED? �N NIA VWC-100-6012619-2015A 4/3/2015 4/3/2016 EL-DISEASE-EA EMPLOYEE $ 1,000,000.00 (Mandatory In NH) D��SSCRI�fIr OF VrPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000.00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more apace is required) CERTIFICATE HOLDER CANCELLATION SimpleGrinnell/Cisco Pump House 16 Brooks St SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Worcester,MA 01606 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD 9959 The Commonwealth of Massachusetts , = Department of Industrial Accidents t-- Office of Investigations , 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leaibly Name(Business/Organization/Individual): CjCt/'{� C�YV`(y Address: 2-6 t..t,J j G wit." pl City/State/Zip: / t' l// hone#: W_ 2 Are you an employer?Check the appropriate box: Type of project(required): 1 I am a employer with /� 4. ❑ I am a general contractor and I -yam- 6. New construction employees (full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7: ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working or me in an capacity. employees and have workers' g Y P tY• 9. ❑Building addition [No workers' comp.insurance comp. insurance.* required.] 5• ❑ We are a corporation and its 10.❑Electrical repairs or additions ❑ officers have exercised their I L Plumbing repairs or additions .). I am a homeowner doing all work myself.m se ' . right of exemption per MGL Y �o workers comp. 117 Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers'. 13.7 Other comp.,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ,Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my,employees. Below is thgpolicy and job site information. .�. , Insurance Company Name: * •or Policy#or Self--ins.Lic.#: Date: Job Site Address: } City/State/Zip: ' Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties o erjury that the infor on provided above is true and correct. Sienature: Date: Phone#: FF� _i e only. Do not write in this area,to be completed by city or town official ---- wn: _--._-___ __- __ _ _ __ - _.- Permit/License# thority(circle one): 1. oard of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: . r Version 1.7 Commercial Building Permit May 15,2000 SECTION 10-,STRUCTURAL;:PEER R.EVIEW(780 CMR 1101.1) Independent Structural Engineering Structural Peer Review Required Yes No 0 SECTION 11 -OWNER AUTHORIZATION_.70:BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR'`BUILDING PERMIT I, _......_... ..----.__.._..___._:. __.... ...._ ..__... as Owner of the subject property herebyauthorize _......._.__ ..._ _._. ._ _w._._._.__,_.___._.._.._._m....__.._ _._..-, .. . .w, .. ............ _ ___. _. _ _._._to act on my behalf,in all matters relativeAto work au q1orized by this building permit appligatlon. _.gym Signature of Owner Date ras Owner/Authorized Agent hereby declare-that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. s Signed under the pains andrpenalties oferj _ ,_ � _ � _ _�.�... .._. �._ .... _._.._.. Print Name Signature of Owner/Agent Date Of SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: .- _:' •, ` �,f ��Q - Llce�lse Number Address Expiration RQ46 Sire Telephone SECTION 13=WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M G Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes No 0 Version l.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION;SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR.1;16(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: .._. �� . ....a..._.___.�..._......�...... Not Applicable El_._pplic Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibilit................ __. ._._ . Address Registration Number Signature Telephone Expiration tD6 e F Name Area of Responsibility Address Re istration Number Signature Telephone Expiration Date~ ���� Name Area of Responsibility Address Registration Number __...._._._._,__.-.. ..._____.._...._........___...._._._w...._-.....__...._........_...._.__..._._.......; Signature Telephone Expiration Date __._ _._._.__.___._....___. ..._._._r_... _..._ Name Area of Responsibility Address Registration Number i ......_ _. ... ..........._., ,._........ _....+ Signature Telephone Expiration Date 9.3 General Contractor Not Applicable ❑ Company Name: Responsible In Charge of Construction Address _ Signs ure Telephone Version1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to.5e filled in by Building Department Lot Size Frontage _..___. Setbacks Front Side _ R:— L R:.'--.— . Rear Building Height a- Bldg. Square Footage % "- _ Open Space Footage % (Lot area minus bldg&paved ` J parking) #of Parking Spaces Fill: _., (volume&Location) A. Has a Special Permit/Variance/Finding ev r been 'ssued for/on the site? NO 0 DONT KNOW Y Q IF.YES, date issued: I IF YES: Was the permit recorded the Registry of Deeds? r NO 0 DON NOW 0 YES IF YES: enter Book Page'; w and/or Document# __..._. B. Does the siteYcontai brook, body of water or wetlands? NO 0 D NT KNOW 0 YES 0 IF YES, has a rmit been or need to be obtained from the Conservation Co mission? Needs to b obtained 0 Obtained 0 , Date Issued: _ �TW C. Do any gns exist on the property? YES 0 NO 0 IF S, describe size, type and location: D. A there any proposed changes to or additions of signs intended for the property? YES NO , . IF YES, describe size, type and location: � � _......� ....�� m..� E. Will the construction activity disturb (clearing,grading,excavation, or filling)over T acre or is it part of a common pl n that will disturb over 1 acre? YES NO , IF YES,then a Northampton Storm Wafer Management.Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN.35,000 CUBIC FEET OF ENCLOSED SPACE- Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Othe Brief Description :Enter a brief description here. Of Proposed Work: ge SECTION 5-USE GROUP AND:CONSTRUCTIO.N TYPE` USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 0 A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ r 2A ;; ❑. ' E Educational ❑ 2B ❑ F Factory ❑ F-T ❑ F-2 ❑ 2C ❑ , H_High Hazard ❑ --- _.- - =_ __ -. 3A ❑ Institutional ❑ 1-1 ❑ 1-2 01 1-3 ❑ 3B ❑ M Mercantile ❑ 1 4 ❑ R Residential ❑ I R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B U Utility ❑ Specify: M Mixed Use ❑ Specify: P fy- S Special Use ❑ Specify: COMPLETE THIS SECTION IF 6XIST�ING BUILDING UNDERGOING RENOVATIONS ADDITIONS AND/OR CHANGE IN USE - _,�p Existing Use Group: F Proposed Use Group: Y-- iat.",i _ ..• ._. u , Existing Hazard Index 780 CMR 34):'_ Proposed Hazard Index 780 CMR 34). SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) St Ist nd_.._ ___. 2nd p 2 ------ 3 _ .._. 3rd � 4 h _..___ _ _ .� 4m Total Area (sf) Total Proposed New Construction s w ( fl Total Height(ft) --- ------- _ Total Height ft__ r.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: 'ublic Private ❑ Zone Outside Flood Zon Municipal ❑ On site disposal system❑ Versionl.7 Commercial Building Permit May 15,2000 Y Departure t useonfy Ci of Northampton - Stains of Permit �x Buil 'ng Department Ctrib Ct�t/Dnveway Perrnrt,f _— t l 21� Main Street Sewer/,S0tlCAvarlabrlr#y ' oom 100 Water/WeII Avalfabfity X10 pton, MA 01060 Two Sets of StructuraC Plans � phone 413- 7- 240 Fax 413-587-1272 P,Idit to Plans L—lumb`, Gas inspeiona Other Specify APP A CT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION This section to be completed by office 1.1 Property Address: 'OVA 14 Map Lot Unit Zone Overlay District c V' l rJlJ 11 Ulm � 1 , " ,-.– – -- Elm'St District CB District` SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized Agent: _ Name(Print) Current Mailing Address: 416- Signature Telephone SECTION 3 ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be s Official Use Only completed by ermit applicant 1. Building L,.,�� i (a)Building Permit Fee 2. Electrical �''� ✓� i (b) Estimated Total Cost of ' Construction'from (6) 3. Plumbing Building Permit.'Fee /Y .I- ---- �_.�_,_ _. .... ...... ...... 4. Mechanical(HVAC) 5. Fire Protection __ _...._...... . 6. Total=(1 +2+3+4+5) Check Number Jr This Section.For Official Use Only Building Permit Number Date Issued Signature:-_ Building Commissioner/Inspector of Buildings Date File#BP-2016-0047 APPLICANT/CONTACT PERSON CARROLL CUSTOM CONTRACTING INC ADDRESS/PHONE 20 WIGWAM RD WEST BROOKFIELD01585 (413)536-9454 PROPERTY LOCATION 222 RIVER RD MAP 05 PARCEL 001 001 ZONE RR(101)/WP(7)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out J Fee Paid Tyyeof Construction:_INSTALL INTERIOR CONCRETE PIERS FOR NEW TANK New Construction Non Structural interior renovations Addition to Existing- Accessory Structure Building Plans Included: Owner/Statement or License 096672 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management D ition Delay S ature 6f`J3ufrdiAg Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 222 RIVER RD BP-2016-0047 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 05-001 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2016-0047 Project# JS-2016-000090 Est. Cost: $30000.00 Fee: $195.00 PERMISSION IS HEREBY GRANTED TO Const.Class: Contractor: License: Use Group: CARROLL CUSTOM CONTRACTING INC 096672 Lot Size(sq. ft.): Owner: Athena Health Care Systems Zoning: RR(101)/WP(7) Applicant: CARROLL CUSTOM CONTRACTING INC AT. 222 RIVER RD Applicant Address: Phone: Insurance: 20 WIGWAM RD (413) 536-9454 WC WEST BROOKFIELDMA01585 ISSUED ON:711712015 0:00:00 TO PERFORM THE FOLLOWING WORK.-INSTALL INTERIOR CONCRETE PIERS FOR NEW TANK POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy[ Signature: FeeType: Date Paid: Amount: Building 7/17/2015 0:00:00 $195.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner